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''� ,.,. � _.•� ,t R; x �. :�,"'!". ;� �.,. x : ,:°... a ,,...�I s -, r.;- ,�' zg*a fix;, C• er) 5 'iC °..f:�. �.: :e"" � ,k;:., ?e �` d� ? � �?�,., � ::. � � � fa^�:° �r �a ,, ,,^k E,4!'" �. � i1• x fl�i�:y�4!7 r �r "' 'v-a e "f � ���� ,� �,�.�, "��^ ,r " .x "���k ' t`� r,'` �f. ,;,�*`4a.„,a r�"' t „3? �T .��. m�t�pa�^� ref n ,u=N•i ,�p,•'c �`�' , ,r ' PHASE I SITE ASSESSMENT COMPLETION REPORT TIER CLASSIFICATION MA DEP RTN4-11672 ' Zevitas Residential Property . �? 401 Main Street �( 1 Centerville, MA U 1 Project # B095-0976 September 23, 1996 t ENNETT A O' REILLY, Inc. '^h Engineering, Environmental & Surveying r urveying Services 84 Underpass Road Sanitary 21E/Site Remediation Property Line . Q PO Box 1667 Site Development Hydrogeologic Survey Subdivision 0 Brewster, MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 ' Water Supply Consulting Trial Court Witness 508-896-4687 Fax PHASE I SITE ASSESSMENT COMPLETION REPORT TIER CLASSIFICATION ' MA DEP RTN 4-11672 Zevitas Residential Property ' 401 Main Street Centerville, MA 02632 Project B095-0976 September 23, 1996 Prepared For: ' Mr. George Zevitas 401 Main Street Centerville, MA 02632 Prepared By: BENNETT & O'REILLY, INC. 84 Underpass Road Brewster, MA 02631 i � ` ! l l' ' izabeth J Keys Environmental Scientist id ' David C. Bennett, P.G., CGWP`� Director of Environmental Services The information contained herein represents a compilation of public records, the consultants ' observations, and third party hearsay information from interviews conducted. No guarantee or warranty regarding the thoroughness or accuracy of these records and statements can be expressed or implied beyond that which is represented. PHASE I SITE ASSESSMENT COMPLETION REPORT ZEVITAS RESIDENCE - CENTERVILLE RTN 4-11672 ' TABLE OF CONTENTS I. INTRODUCTION ' H. GENERAL SITE DESCRIPTION A. Site Locus B. Site Use ' C. Environmental Conditions in. SITE HISTORY ' A. Past Uses of the Site B. Release History C. Environmental Permits/Compliance D. Waste Management ' E. Persons Interviewed and Information Sources IV. SUBSURFACE INVESTIGATION\HYDROGEOLOGIC CHARACTERISTICS ' A. Testing Locations B. Geologic/Hydrogeologic Characteristics C. Nature and Extent of Contamination D. Risk Characterization/Migration and Exposure Potential ' V. CONCLUSIONS A. Evaluation of Immediate Response Action B. Summary and Recommendations APPENDIX A:Reference Plans ' Site Locus Plan(USGS Hyannis Quad,1974) -Hydrologic Plan(CCPEDC,rev. 1988) -Excerpt Barnstable Assessors Map -Site Plan"Phase I Site Assessment"SA-1,by BENNETT&OREILLY,INC.dated 9/19/96 APPENDIX B:Field Reports Centerville-Osterville-Marston Mills Fire Department Incident Report Field Response Log Borehole Logs Monitor Well Sampling Log ' APPENDIX C:Environmental Records -Tank Removal Permit,Disposal Permit -Uniform Hazardous Waste Manifest -Release Notification,BWSC-003 ' -Soil Recycling Submittal-Bill of Lading,BWSC 102 A,B,C -Approval To Conduct An Immediate Response Action 1/16/96 -Numerical Ranking Scoresheet,310 CMR 40.1511 -Tier Classification Submittal Transmittal,BWSC-107A -Comprehensive Response Action Transmittal&Phase I Completion Statement,BWSC-108 APPENDIX D:Laboratory Analysis APPENDIX E: Quality Assurance/Quality Control Plan ' PHASE I SITE ASSESSMENT COMPLETION REPORT ZEVITAS RESIDENCE - CENTERVILLE ' RTN 4-11672 I. INTRODUCTION BENNETT & O'REILLY, INC., has prepared the following document as the Phase I Site Assessment Report in support of Tier Classification for the Zevitas property at 401 Main Street - ' Centerville,MA. pursuant to the requirements of 310 CMR 40.0500 and 40.0480. The Phase I Site Assessment Report is a compilation of information represented in the "Immediate Response Action Plan" (11/30/95) report previously filed with the Massachusetts Department of Environmental ' Protection(MA DEP)for which written approval was granted 1/16/96. This information, along with assessment data recently collected on capillary fringe soil and groundwater, serves as the basis of the numerical ranking and Tier H applicability. Copies of the Numerical Ranking, Tier Classification and ' Phase I Completion Transmittal forms are provided in Appendix C of this report. The IRA Plan was prepared to address contamination associated with an abandoned 1000 ' gallon underground storage tank for fuel oil. The contamination was discovered in September of 1995, at which time verbal approval was granted by the MA DEP for the removal of 30 yards of impacted material and completion of additional assessment activities. Limited soil removal was ' completed at the time of release discovery. Additional remedial response, as outlined in the approved IRA Plan, has not been completed due to unresolved insurance coverage and litigation issues. This work has proceeded under your direction in a manner consistent with the MCP Response Action Performance Standards (RAPS) pursuant to 310 CMR 40.0191 and QA/QC policies of ' BENNETT&O'REILLY, INC. The facts and statements herein are, to the best of our knowledge, a true and accurate representation of the site activities, remedial response actions and environmental ' conditions associated with the project. H. GENERAL SITE DESCRIPTION [Refer to Appendix A] ' A. Site Locus The Zevitas Residence is located at 401 Main Street at the intersection of Old Stage Road in the village center of Centerville, in the town of Barnstable. The lot is shown on the town assessors Map 416 as Lot 208, at latitude/longitude 41°38'55"/70°20'50" and UTM coordinates N: 4,611,600 ' and E: 387,750. The Site Locus Plan presented in Appendix A depicts the '/z mile radius from the subject site. The Excerpt of the Barnstable Assessors Map presented in Appendix A depicts the 500' radius from the subject site. The property is residential, there are no on-site workers. The residential ' population in a 1/2 mile radius of the subject site is estimated at >100 and <1000 based on research of Barnstable Assessors records. 1 I , ' ZEVrrAS PHASE UB095-0976 B. Site Use ' The lot contains approximately'0.68 acre of land and is developed by a 2'/2 story, wood frame, single family residential dwelling. The property also contains a two car wood frame garage. The area is characterized as residential with some mixed light commercial (business office) use. The. ' immediately adjacent properties are residential in use with the exception of the property across Main Street to the west. The building on this property is in use as a real estate office. The area also contains churches, a nursing home and a recreational building for the Village of Centerville. These institutions, however, are not physically located within 500' of the subject site. C. Environmental Conditions ' The subject site and surrounding properties are supplied with town water. There are no known private potable water supply wells within 1000' of the release area. The site is not located within the Zone II Protective Radius for any of the Barnstable Municipal,Water Supply Wells. The property is located on Cape Cod and is therefore considered within a Sole Source Aquifer. The property is entirely upland and essentially flat at elevation 40-50' MSL. A fresh water wetland system is located approximately 300' east of the subject site. The freshwater wetlands and overgrown bogs are connected by a small stream and feed into two small, un-named ponds. The wetland area appears associated with Long Pond, located approximately 2500'northeast of the Zevitas property, and flows ' to the south, toward Centerville Harbor, corresponding to regional flow direction. The subject site is located approximately 1 1/4 mile from Centerville Harbor. The freshwater wetland is depicted on ' the Excerpt of the Barnstable Assessors Map in Appendix A. Based on regional groundwater contours and topography, groundwater was estimated at 25' ' below the existing grade. Groundwater was detected at 22' below grade during monitor well installation in September 1996. Regional groundwater contours indicate a southerly groundwater flow direction. Groundwater gauging has indicated a site specific southwesterly flow direction. Based on accessibility of remaining contamination below 8' and the frequency/intensity of use at the residential property,the applicable Method 1 Risk Characterization soil categories are S-2/S-3. Based on the property being in a low density, non-urbanized area of Cape Cod within the designated sole aquifer and the occurrence of groundwater at more than 15', the applicable Method 1 Risk Characterization groundwater categories are GW-1 and GW-3. ' Review of the MA DEP Confirmed Disposal Site List indicates there are no confir med rmed disposal sites within a one half mile radius of the subject site. The abutting property to the east, ' owned by Cape Regency Nursing Home,is listed, but has a status of"deleted", indicating the site has been closed according to applicable regulations. According to the Standard Release Report, this site was listed in 1994 due to the presence of toluene in groundwater above the reportable concentration, 2 i ' ZEVZTAS PHASE UB095-0976 a 120 day notification requirement. The Standard Release Report also indicates a transformer leak onto the roadway at 177 Main Street. The quantity released, 1 gallon, was below the reportable ' concentration. These releases are not considered significant off-site contamination sources or do they pose a significant risk of impact to the subject site. M. SITE HISTORY ' A. Past Uses of the Site Review of the chain of title indicates George and Georgia Zevitas purchased the subject property..in 1978. Property deeds indicate previous ownership by private individuals dating to 1924 when the property was owned by John Cornish. Historical Atlases of Barnstable County indicate the lot was owned and occupied by J.F. Cornish (1858) and J.B. Cornish (1880, 1907). The private dwelling depicted in the County Atlases is similar in shape to the existing structure, indicating the Zevitas dwelling was built prior to 1858. The historical County Atlases also depict residential development in the area containing the subject site with the exception of a general store and post ' office formerly located near the site. Aerial photography covering the subject area was reviewed for the years 1952, 1977, 1980, 1984 and 1990. The photographs confirmed site use in the area to be residential in nature and well established, based on tree cover. As such, subject property and ' surrounding area have been in use for residential and light commercial purposes for the past 100 years. Industrial or manufacturing property use was not indicated by the research conducted and no ' generation, storage, use or disposal of hazardous materials, other than petroleum fuels, is indicated at the subject property. B. Release History A 1000 gallon underground fuel oil storage tank (UST) was formerly located at the rear of ' the dwelling, under the wooden deck, north of the kitchen area. This vessel had been abandoned on the conversion of the dwelling to natural gas in July 1978, prior to Mr. Zevitas' ownership. The UST was not removed and the vent and fill ports were subsequently disconnected. On September 14, ' 1995, a fuel oil odor and apparent soil contamination was discovered during maintenance of the septic system by Canco Plumbing Heating and Septic Service. Inspection of the area indicated storm water from a down spout had entered the vessel through a missing vent line and displaced the residual fuel oil from the tank. The contents of the tank were checked and the UST was noted as full of water with floating fuel oil. On September 19, 1995, ENVIROSAFE of Sandwich, MA, pumped 1000 gallons of oil and water from the tank in preparation of UST removal (Refer to Appendix Q. The ' specific quantity of fuel oil in the vessel at the time of pumping and/or the quantity of fuel oil released is unknown. 3 7 ZEVFrAS PHASE UB095-0976 ' On September 21, 1995, BENNETT & O'REILLY, INC., was contacted by the excavation contractor to inspect soil conditions on UST removal. A 2' diameter area of soil staining at the ' surface on the north end of the tank was documented by BENNETT & O'REILLY, INC., personnel upon arrival at the site prior to UST removal. The Centerville Fire Department was present to witness the UST removal. The tank showed minor corrosion and scaling with no apparent breach ' of the vessel. Inspection of the UST grave showed obvious soil contamination along the sidewall and bottom hole areas at the northern end of the tank. The entire circumference of the north end of the UST was stained with fuel oil. Photoionization detector (PID - HNU PI 101, 10.2 ev.) screening of ' soil samples by"headspace analysis" confirmed soil contamination as restricted to the northern end of the UST grave with PID readings in the 80 ppm+/- range. PID readings of sidewall and bottom of hole samples in the southern area were consistently reported as below 5 ppm. As such, a 120 day ' notification condition was apparent and limited contaminated soil removal was conducted as a Limited Removal Action to further assess the lateral and vertical extent of suspected finite contaminant impact. The sidewall areas were extended in the northern section of the UST grave by 2 to establish the horizontal extent of contamination. The northern portion of the UST grave was opened to 1.0' ' x 10'to a depth of T and additional soil samples were collected for PID screening. PID test results indicated residual contamination still present along the east and west sidewalls of the northern end of the UST grave with PID readings of 40-80 ppm. The northern sidewall reported a PID response ' of 1.6 ppm. Based on space limitations and endangerment of the dwelling without shoring, the excavation was suspended until additional assessment activities could be completed to further evaluate appropriate remedial response and notification requirements. Some 8 yards of contaminated ' soil were stockpiled and secured with poly sheeting. ' On September 22, 1995, BENNETT&O'REILLY, INC., personnel returned to the property to advance hand borings along the east and west perimeter and the middle of the northern end of the UST grave. Two foot composite soil samples were collected at each location for PID screening. PID ' screening of soil samples from the hand boring in the middle of the UST grave (TB-3) reported values in excess of the 100 ppm below 10' to a depth of 24'. This testing identified a 72 hour notification requirement pursuant to 310 CMR 40.0313(2)(b) and the homeowner was advised of notification and remedial response liability with the potential for groundwater impact. At 3:30 pm September 22, 1995, Julie Hutcheson of the MA DEP, Southeast Region, Bureau ' of Waste Site Cleanup, Emergency Response Section, was notified of the release and the discovery of the 72 hour condition. Verbal authorization was granted at the time of notification for the excavation of up to 30 yards of contaminated soil and to proceed with assessment activities to qualify the magnitude and extent of contamination. 4 f ZEVITAS PHASE I/13095-0976 An Immediate Response Action(IRA)Plan was prepared by BENNETT& O'REILLY, INC., and submitted to the MA DEP in November, 1995. The IRA Plan proposed excavation in the area of release in a 15'x 12'x 15' (D) area with soil vapor extraction points adjacent to the excavation to enhance bioventing of residual contamination. The IRA Plan also proposed additional assessment activity including the advancement of test borings for soil sampling and the installation of ' groundwater monitoring wells. As a result of financial constraints, insurance coverage issues and pending litigation, the approved IRA.Plan has not been authorized by the homeowner. The contaminated stockpile from the initial Limited Soil Removal is still present at the property and the ' open excavation has not been backfilled. ' C. Environmental Permits/Compliance [Refer to Appendix C] Historic residential use of the Zevitas property does not require any environmental permits other than that required locally for sanitary system design. Residential storage of oil for consumptive purposes does no require environmental permitting. Records for tank permitting by the local Fire Department Oil were not available at the time of this report. Permits required for the removal and disposal of the UST in September 1995, are included in Appendix C. The abandonment of a UST in 1978, for a period of greater that 6 months, is a violation of ' the provisions of 527 CMR 9.00. Failure to submit a schedule for completion of the written IRA is a violation of the MA DEP conditional approval of the IRA (1/16/96). Failure to handle and dispose of remedial waste within 120 days of generation in a violation of 310 CMR 40.0030. No written ' notice for these violations were received as of the date of this report. D. Waste Management The 8 yards of contaminated soil generated as a result of the initial response actions was ' stockpiled on site on plastic for eventual transport and recycling at the Bardon Trimount facility in Stoughton,MA. The Bill of Lading and Soil Recycling Submittal were prepared and presented in the written IRA Plan. The material has not been recycled as of the date of this Phase I Completion ' report. The Soil Recycling Submittal and Bill of Lading are presented in Appendix C. E. Persons Interviewed and Information Sources ' -Inspector Glen Wilcox, Centerville-Osterville-Marstons Mills Fire Department, 1875 Route 28, Centerville, MA 02632 (508)790-2375 -Barnstable Office,arnstab e Assessor's Barnstable Town Hall, 367 Main Street, Hyannis, MA 02601 (508)790-6215 5 r ZEVITAS PHASE UB095-0976 ' -MA Department of Environmental Protection (Southeast Regional Office) Site Assessment Section, File Review, 20 Riverside Drive, Lakeville, MA 02347 (508)946-2714 - Barnstable County Registry of Deeds, Barnstable Complex, Barnstable Village Barn, Barnstable, MA 02630 (508)362-2511 ' -MA DEPBWSC and Office of Research and Standards "Guidance For Disposal Site Risk Characterization" July, 1995 ' - United States Geological Survey, Water Resources Investigations Report 94-4156 "Identification of Potential Public Water-Supply Areas of the Cape Cod Aquifer, MA, Using a Geographic Information System" Harris and Steeves, 1994 - Natural Resources Conservation Service, United States Department of Agriculture, Flint ' Rock Road, Barnstable, MA 02630 (508)362-9332 -George Zevitas, Owner, 3291 Main Street -Barnstable, MA. 02632, (508) 362-4336 ' IV. SUBSURFACE INVESTIGATION/HYDROGEOLOGIC CHARACTERISTICS ' A. Testing Locations [Refer to Appendix B] ' On September 22, 1995, BENNETT & O'REILLY, INC., personnel conducted a series of hand borings for the collection of soil samples to characterize the nature and extent of soil impact. The locations of the three hand borings (TB-1, TB-2, TB-3) are shown on the Site Plan, SA-1, in ' Appendix A. The hand borings TB-1 and TB-2 were located to establish the lateral limit of soil contamination in the northern portion of the UST grave as established by the initial PID screening of sidewall samples. Soil samples were collected at 2' intervals for PID screening of developed headspace with the PID in accordance with the MA DEP "Interim...Soils Policy" BWSC 94-400. No significant PID response was detected at these locations. A composite soil sample was collected from TB-1 and TB-2 for qualification of the field data. Composite sidewall and bottom of hole ' samples were also collected from the sidewall and BOH areas of the UST grave. These samples were submitted to Groundwater Analytical of Buzzards Bay, MA, for laboratory analysis to qualify total petroleum hydrocarbons (TPH) by EPA Method 418.1. ' Hand boring TB-3 was advanced in the middle of the northern onion of the UST rave to P g establish the vertical extent of soil contamination. Field testing at this location showed PID readings ' throughout the section between 94-120 ppm, increasing with depth. The 22-24' sample was noted as damp but the presence of groundwater could not be qualified. The maximum depth of this hand 6 ZEVITAS PHASE I/13095-0976 ' boring was limited by physical restraints and available equipment at the time of testing. Composite soil samples from the 6-14', 16-20' and 20-24' intervals were submitted for laboratory analysis to qualify total petroleum hydrocarbons (TPH). Soil samples were analyzed by EPA Method 418.1. On September 11, 1996, BENNETT & O'REILLY, INC., returned to the Zevitas property ' to complete additional assessment activity as proposed in the IRA Plan. Test borings TB-4, TB-5, and TB-6 were advanced to groundwater for the collection of soil samples at 5' intervals and at the capillary fringe. The location of the test borings are shown on the Site Plan SA-1, Appendix A.. The test borings were located to evaluate the potential for soil contamination outside the immediate area of release as associated with groundwater contact and capillary fringe impact. Soil samples screened ' with the PID in accordance with the MA DEP "Interim...Soils Policy" BWSC 94-400. Soil description and PID response are recorded on the Lithologic Borehole Logs in Appendix B. Capillary fringe samples were submitted for laboratory analysis for TPH by EPA Method 418.1. ' Monitor wells MW-1,MW-2 and MW-3 were installed across the groundwater interface at the TB-4. TB-5 and TB-6 locations, respectively. The monitor wells were located based on regional ' flow direction and site access to evaluate dissolved contaminant migration. The monitor wells were designed for partial penetration of the upper unconfined aquifer. Well specifications are included in Appendix B. The wells were gauged, developed, purged and sampled for laboratory analysis on ' September 11, 1996. Groundwater samples were submitted for volatile aromatic (EPA Method 8020) and semi-volatile organic analysis (PAH by EPA Method 8270) analysis. B. Geologic/Hydrogeologic Characteristics Sediments encountered throughout the borehole sections were unconsolidated, gravelly sand with pebble and cobbles, stratified plain deposits with excellent permeability. These sediments are typical of the Barnstable Plain Deposits (OldaleBarlow, 1986) mapped in the area. The plain ' deposits are associated with the Cape Cod Bay Lobe deposits of the Pleistocene Era. Hydraulic conductivity in plain deposits of Cape Cod is typically 300-400 fr/day (LeBlanc, 1985). Groundwater gauging information was used to calculate groundwater flow direction. A site specific groundwater ' flow was determined to be to the southwest. Groundwater gauging repeated on 9/18/96 served to verify the site specific flow direction. ' C. Nature and Extent of Contamination [Refer to Appendix D] Table 1 presents a summary of PID screening data and TPH analysis for soil samples collected ' during assessment activities to date. The table further lists applicable soil standards for Risk Characterization. 1 7 ' ZEVITAS PHASE UB095-0976 ' Table 1 - Soil Analytical Summary Location Depth PID Response TPH(mg/kg) Soil Standard(ppm) (feet) (ppm) EPA Method 310 CMR 40.975(6)(b) 418.1 S-1 S-2 S-3 UCL ' 9/21/95 500 2,500 5,000 10,000 South Side BOH 5 BDL BRL(<30) ' Sidewall East 2-5 5.0 BRL(<30) Sidewall West 2-5 0.4 BRL(<30) 9/21/95 500 2,500 5,000 10,000 ' North Side BOH 5 80 NA Sidewall East 2-7 74 NA Sidewall West 2-7 42 NA Sidewall North 2-7 1.6 NA 9/22/95 500 2,500 5,000 10,000 TB-1 4-12 0.2-0.6 BRL(<30) TB-2 2-10 BDL BRL(<30) TB-3 6-14 94-110 9,800 RCE RCE ' TB-3 16-20 112-116 14,000 RCE RCE UCLE TB-3 20-24 120 19,000 RCE RCE UCLE 9/11/9.6 500 2,500 5,000 10,000 ' TB-4 23-25 50 BRL TB-5 20-22 BDL 790 TB-6 20-22 BDL BRL BRL-Below Method Reporting Limit RCE-Risk Characterization Standard Exceeded BDL-Below Instrument Detection Limit UCLE-Upper Concentration Limit Exceeded ' Laboratory analysis indicates that the lateral extent of soil contamination is restricted to the northern portion of the UST grave with TPH values in the southern bottom of hole (BOH) and 1 sidewalls reported as Below the Method Reporting Limit (BRL < 30 mg/kg). Soil analysis of the composite soil samples collected at TBA and TB-2 appear to represent the lateral extent of soil contamination in the northern portion of the UST grave in a 14' x 14' area. Low PID response of the soil sample collected at the north sidewall in the northern portion of the UST grave is assumed to represent the lateral extent of contamination in support of TB-1 and TB-2 test results. tThe vertical extent of contamination was not fully delineated by soil sampling at the TB-3 location. A TPH concentration of 19,000 mg/kg was reported in the 20-24' terminal sample. TPH tconcentrations at TB-3 reported at 9,800 and 14,000 mg/kg in composite soil samples from 6-14' and 8 ' ZEVITAS PHASE U13095-0976 16-20', respectively. The vertical migration of contamination has been facilitated by high transmissivity of the clean coarse gravelly sands documented at the property. Based on the expected ' proximity of groundwater and elevated TPH concentrations to 24' below grade, groundwater impact was indicated. Laboratory analysis from soil samples collected at the capillary fringe in September, 1996, confirmed groundwater impact due to low level soil contamination at the boring location nearest the release area, TB-4. TB-4 is located approximately 18' northwest of the former tank location. Capillary fringe soils at the TB-4 location reported a TPH of 790 mg/kg. The capillary fringe soils at TB-5 and TB-6, located 20' and 50' from the area of release, respectively, reported TPH of BRL. ' This data indicates contamination from the former UST has reached groundwater and migrated laterally up gradient as attributed to diffusion. ' Table 2 provides a summary of groundwater quality for samples collected from the on site monitor wells, including the Method 1 Risk Characterization Standards. TABLE 2 - GROUNDWATER SUMtiIARY LOCATION Volatile Organic Groundwater Standards Semivolatile Organic Groundwater Standards 9/11/96 Compounds(ug/L) (u€(--ppb) Results (ug(L,-ppb) EPA Method 8020 310 CMR 40.974(2) (ug(L-ppb) 310 CMR 40.974(2) GW-1 GW-2 GW-3 EPA Method 8270/PAH GW-1 GW-2 GW-3 ' MW-1 Benzene <5 5 2,000 7,000 Naphthalene 0.2 20 61000 6,000 Toluene <5 1,000 6,000 50,000 2-21vlethylnaphthalene 0.3 10 10,000 3,000 Ethylbenzene <5 700 30,000 4,000 Acenaphthylene 0.4 300 NA 2,000 Xylenes(total) 14 10,000 6,000 50,000 Acenaphthene 1.8 20 NA 2,000 Fluorene 2.6 300 NA 1,000 Phenanthrene 2.6 300 NA 50 Anthracene 0.2 600 NA 600 Pyrene 0.2 80 NA 80 ' I f BRL remaining conipounds MW-2 BRL all compounds BRL all compounds ' MW-3 BRL all compounds BRL all compounds Laboratory analytical test results for MW-2 and MW-3 reported volatile organic compounds (VOC) and PAH compound concentrations as below the method reporting limit (BRL). Groundwater results for MW-1 reported low level VOC and PAH, confirming groundwater impact has occurred due to the release from the former UST. These levels do not exceed the applicable ' Method 1 Risk Characterization Standards for the most stringent groundwater category (GW-1). Based on the groundwater flow direction as determined from data collected to date, an additional monitor well is required directly downgradient of the release area to further evaluate the possibility of substantial release migration. The proposed well location is depicted on the Site Plan, SA-1. 9 i ZEVITAS PHASE UB095-0976 D. Risk Characterization/Migration and Exposure Potential ' Based on the location of contamination(>6'below surface) and residential use of the property relative to accessibility, intensity and frequency of use with children present, the applicable soil categories are considered to be S-2 and S-3 as set forth in 310 CMR 40.0933. Based on the area being considered a potentially productive aquifer, a GW-1 groundwater category is applicable, along with GW-3 for surface discharge. For the risk characterization, the S-2/GW-1 category is considered ' for the evaluation of soil contamination as a conservative approach. SOILS- The Method 1 Risk Characterization threshold for TPH in S-2/GW-1 soil is 2,500 ' mg/kg. Laboratory analysis of a composite sample at the TB-3 location has reported a TPH value of 9,800 in soils from 6-14' below grade. This TPH value is substantially greater than the Method 1 Risk Characterization S-2 and S-3/GW-1 standards as set forth by 310 CMR 40.9975(6)(b) and ' (6)(c). As such, a condition of"significant risk" to public health and safety exists and remedial response actions to mitigate environmental impact is necessary at the Zevitas property. TPH concentrations in soils at the TB-3 location below 16' are in excess of the S-3/GW-1 Risk ' Characterization Thresholds and the Method 3 Upper Concentration Limits of 5,000 mg/kg and 10,000 mg/kg, respectively. Direct exposure to these materials could represent an imminent hazard. Engineering controls for the restriction of public access to the area and capping of the ground surface ' against rainfall infiltration were instituted in September of 1995 to protect against human exposure and further environmental degradation. ' GROUNDWATER- The PAH and VOC concentrations reported in the monitor well nearest the area of release were reported below the Method 1 Risk Characterization Standards for the ' applicable groundwater standard, GW-1, for each compound tested for. As such, remedial response liability is not represented by the current groundwater data. However, the impact at this upgradient well is attributed to lateral contaminant migration. An additional monitor well is necessary to ' evaluate extent and magnitude of dissolved contaminant migration and to evaluate possible groundwater remedial requirements. An IRA Plan was prepared to further mitigate environmental hazard. Remedial response actions included additional soil removal to a depth of 15' and construction of a bioventing system. The IRA Plan was not fully implemented due to financial constraints expressed by the homeowner and related insurance coverage and litigation issues. However, limited soil removal has been effective in mitigation of direct exposure contact with TPH concentrations above the UCL (>10,000 mg/kg). No imminent hazard or substantial release migration has been identified at this time although additional assessment will be required to qualify these findings. All available environmental data has been applied to Numerical Ranking and Tier Classification as driven by residual soil impact from testing conducted in September 1995. The Numerical Ranking Score Sheet was completed and a NRS score of 197 assigned, ranking the site as a Tier II Disposal Site. 10 ' ZEVITAS PHASE UBO95-0976 ' V. CONCLUSIONS A. Evaluation of Immediate Response Actions Initial response actions at the Zevitas property involved removal of the abandoned 1000 gallon ' UST with limited soil removal to a depth of 7' below grade in the UST grave. Assessment activities were also completed to determine the applicable notification and remedial response liability. The initial response activities were completed under verbal IRA approval. The response actions completed served to remove the hazard associated with direct exposure to contaminated surface soil and to secure the area from continued rainfall infiltration. Assessment activities determined the lateral extent of contamination and identified potential groundwater impact. Additional response actions and ' assessment activities were proposed in the IRA Plan dated 11/30/95. Limited assessment activities were completed in September of 1996 served to verify lateral contamination impact along the capillary fringe in soil and groundwater. ' An additional down gradient well is proposed to qualify substantial release gr p p q fY al e ease Migration and the need for IRA Plan Modification. It is the expressed intent of the property owner to proceed with the provisions of approved IRA Plan for the completion of assessment activities and the proper disposal of contaminated media generated from soil removal for the completion of the IRA. Additional remedial response would be addressed, as necessary, as a Release Abatement Measure. Otherwise, a Phase II Investigation will be conducted to further evaluate site conditions and a Phase III to evaluate remedial options. B. Summary and Recommendations ' A release of fuel oil has occurred at the Zevitas property in relation to an abandoned 1000 gallon UST. Soil sampling and analysis has detailed a limited area of vadose zone impact near the east side of the Zevitas dwelling corresponding to the northern end of the UST grave. Levels of soil contamination greater than the applicable Risk Characterization Standard and greater than the Upper Concentration Limit have been documented in a 14' x 14' area to groundwater contact at 22'below grade. Limited soil removal was completed at the time of release discovery to a depth of T below grade in the area of impact as associated with UST removal. This area has been capped with plastic to prevent rainfall infiltration. Groundwater and capillary fringe soil impact has been documented and is attributed to lateral migration of oil at the groundwater interface. Additional assessment is required ' to evaluate the extent and magnitude of dissolved contaminant migration. It is the finding of this investigation that present site conditions and environmental data are supportive of a Tier H Site classification based on the attached numerical ranking. Based on available environmental data, additional remedial response actions and assessment activities are required to complete the IRA and qualify substantial release migration. 11 ZEVITAS PHASE UB095-0976 Additional soil removal or alternate remedial response actions, to achieve a permanent solution at the Zevitas property for the filing of a Response Action Outcome, would be addressed as a Release Abatement Measure pursuant to the provisions 310 CMR 40.044 with LSP oversite. Otherwise, Phase II and Phase III Investigations may be used to evaluated remedial options as ' subject to LSP oversight pursuant to the provisions of 310 CMR 40.0835 and 40.0850. i I i 12 i ' ZEVITAS PHASE UB095-0976 SERVICE CONSTRAINTS ' l. 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'REMLY, INC. should be consulted regarding validity of conclusion and opinions before any use is made of this report outside of the time frame of its preparation. 13 ' TV FUGRO EAST, INC. =N rw Sextant Hill•90 Route 6A Sandwich, MA 02563 Tel: (508)888-3905 ' September 25, 1996 Fax: (508)888-6689 Fugro File: 16-23-3814 ' Ms. Julie Hutcheson COMMONWEALTH OF MASSACHUSETTS ' DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 Riverside Drive Lakeville, Massachusetts 02347 ' RE: RTN: 4-11672 Zevitas Residence 401 Main Street Centerville Dear Ms. Hutcheson: Fugro East, Inc. (Fugro) has been retained by Bennett & O'Reilly, Inc. to provide Licensed Site Professional (LSP) services in support of remedial response actions being conducted at the above- referenced site. These activities are being conducted in accordance with the Massachusetts contingency Plan (MCP), 310 CMR 40.0000. Included with this submittal is a Phase I Initial Site Investigation report (Phase 1)and Numerical Ranking System Scoresheet to support Tier Classification of the site. ' In addition to the Phase I the original executed Numerical Ranking Scoresheet Tier Classification Form b , (BWSC-107A), Phase I Completion Statement Form (BWSC-108), and a letter from the property owner ' regarding financial ability are enclosed with this cover letter. In accordance with the MCP, 310 CMR 40.1403(6), legal notice of tier classification is being submitted by Bennett & O'Reilly, Inc. to Cape Cod Times. This information shall be submitted to the DEP within seven days of legal notice publication. ' As indicated in the attached documents, the site is classified Tier II. Following your review of the attached, please do not hesitate to call with any questions or comments. ' Yours truly, FU EAST, INC. i�l P. Salvetti, LSP ' JPS/jtc cc: Bennett& O'Reilly, Inc. ' A member of the Fugro-McClelland group of companies with offices throughout the world. An Eoual Ooonrtunity Emolover 1 1 1 1 1 APPENDIX A 1 1 1 1 1 1 1 1 1 1 1 1 1 7l7 Nl���`�' !f�� �C��� `II ��' � -l��' ;�i���,�`�i •ail ��r�r �� ��y� 1IN BPM ♦ ;�� \3J Ley ( �F�. _..y . / \' � ��\ ;S t., tea► rW, /W, • ,..` , ,o�''`_ > � 1\�,. Lw G , • Pu Fl•�� r — •. MASS. 1974 eR�� .� •�r'� I.e1 add n �. O 1 111 1 111 /11 111 11/ 1/1 ---- 1/1 1 1 • •• •. • ' • 1 ' • 1 • ...7i' ,'O•: �'.�:'4C 1'.�.� :"�• -G r ry.• ♦� •.I:�'• •W• •it,i;•,•,;,.� .\ •:'t.^^�.. :•:'''4:•: ' r. :+.i,�•`•'i i.i• /r �.Y',•ri i;�.► ram/ :v ���:'• ;.b.;:::;: R. an �`- •�N. HMS• ��' O. - "x•:��::�':::::::��%:::::':::.•1�• •,;T��:;;•• � .31 / Pond :r.. 1 (n] 'I� , .•O ` �• •�. � ;:mow b' �• Q< aprrS• / a� ••u •" rii.. fE. :: ::.r .}*ir: is LOCUS �• `;; .. Ctan—, •.•.� .f • e"��.Cr :t.::E2e3 �y.:'�ir ♦ '• a pq�rl 4. ... A. y,�t7 <. -�;�,.0 . Qu.. -��•' ry : ��-J. ••� n ` �,, •t. �f• ':OcjcE7i,C Q.. ',pY.•—�I-• y � •!tT', • IN •4.ter: ��:•;" . -:� •�1a :�,:��If �. v-,,. Gan6en '�• a° _ :�::::•�:r.Jr.._ ,?�'t�i�ci� i de •0J.; • i Yt•.��s:` ,� •Y �a•�.p'•�� ,•CI>1 n)!l•fir • •'t, p , �� •A 4- .... .. I :. ' •8 - �,.` � y7��r• ..•.per •�;,.Il.. �: `.. CraigviUe o �. 1`�:'t .rt '�• .,:. 1.�';�•�• 1•• ,lCjj.9 lii t5fyp 3C .;�� •�1';'�T'1. s ' .+' Crai ville elacn •'• ( i••,: ,711- Beach oindle r. tr•-.RoCk HARBOR ' HYDROLOGIC ATLAS: The Zevitas residence in Centerville, MA. is shown .at the intersention of South Main Street . ' The property is outside the Zone II Protective Radius of all Public Water Supply wells to the east . Regional groundwater contours in indicate a southerly groundwater flow direction with groundwater within 301 of grade. (:A ov AL. 16 5 a Ar 38-Z .4%AC (D 54AC 01-k 46 ' IDZ !9 .n nc P10 4,AC 07 4A 40 Y 3'AC. 44.1 WLO 30 149 (D P .GPI. 09 E) RES Ilc, ISO 120 "fg!' 121 122 r v. sd--I, 23 0 21 SC 20 .0 9 "PI RIVIR ROAD ��.RES • 9 '3 17 33'.. to 7 n 14 85.5 5"A F EXCERPT BARNSTABLE ASSESSORS MAP 208: The Zevitas property is located at 401 Main Street, Lot 124. The area surrounding the site is residential with limited office space usage. The 5001 radius from the subject site is shown. A freshwater wetland is located east of the site . I F�L i . zz MW 4 r 45 11 44 1n f YV Ey AV 111114, _ 4 tit.: fr, � % 00 n lCiAS ' \ D1 'T MYIV SE:C 0C-74 j � f � f! / T- 4 r1) try" ' 1 PROJECT TF + iMAW) ST'RE E t 3ARK)53Af3'._F MA, N o TITLE a ► M IA) STPF-ET e-1,1,E_12MLLE j/A_. J a BENNETT O'REILLY Inc. Engineering & Environmental Services O U O SCALF. 1" 61 84 Underpass Road Q P.O. Box 1667 z 509-996-6630 Office Brewster, MA 02631 508-896-4687 Fax a z DATE: SCALE: BY: CHECK: J013 NUMBER: NOTE z 1 1 1 1 1 � APPENDIX B 1 1 1 1 i 1 1 J 1 1 1 1 �- CEP+1gERVIL9.[�-OS�'ER1IIL(LE-la9Aff3ST(�NS< PAILL.a FIRE DEPARTQJI(::UtlT INCQDENT REPORT Typeof Call: `t farm No:— _� Brief Narrative Required on all Cabs n Locatfon:_4 1 _ �� _ S~ - �.—Date�� ��"r_t_�^ REEQUBSTED BY ART MCCORM&CK, ADVANCED ENViROAMENTAI Called b � 6Tel.#: _ Time rec'd - TO VIEW VST REMOVAL, SITE PRIOR TO EXCAVATION, in Q ER N. Dispatcher: Comments: ART STATES SITE APPEARS TO HAVE CONTAMINATION m _OFFIISI`OIL JUST LJidD_ER SUli Ir DiT I TO THE RE_-. Apparatus response: Total Manpower: MOVAL OF FILL AND VENT PIPES BY UMDYMAN SOME 00 0 On the Air: On location: net, In Service TIME IN THE PAST. U' Weather: Tamp: (D Wind: ty At:_i�� I VIEWED THE SITE, WITH A ROLE APPRO%LHATHLY 2 1 2' % 2 1 2' SQUARE. SOIL APPEARED TO ILAVE _ Other Agencies Notified SHEEN TO IT. AND SOIL SEEMED TO STICK TOGETHER Na elAgancy rare No. By _WITH PRODUCT. JIEALTH DEPT. NOTIFIED AT TIME OF CALL WITH DONNA MI0RANDI ARRIVING JUST AFTER ME. ART STAfI IIE—IIAq-NOTIFI-FAI BEME E iGINEER�G Buildings - Type of Occupancy: Tole No: ART ALSO STATES THAT FILL AND VENT PIPES WERE REMO Owner: Address,- — — —_ SOME TIME AGO BY HANDYMAN. HE FOUND NO CAPS ON Tenant:— -- —_--_--__ ----- -^-- _EIT_U_E_R PIPE._VENT_PIPE LOCATED JUST [RIDER RAIN DOWNSPOUT POSSIBLY ALLOWING WATER TO DRAIN- INTO Equipment/Type: _ _ Location: __ _ TANK OVER THE YEARS. HE STATES HE REMOVED APPRO% Q Year: Make: Model:_ — -- _IMATELY 1000 GALLONS OF CONTAMINATED WATER FROM W Serial No. _TANK ON Qj . _____====Y==a==_==___,___=____,__________= A S VE ENTER I UGH `['itR u_ Motor Vehlcle - Year: Mako/Model: PIPE AND FORCED OUT OF. FILL DOLE OVER YEARS. Color: VIN:_ Reg,#: _PRELIMINARY_READINGS JUST UNDER_ SURFACE SHOWED Owner: Address: APPROXIMATELY 80 PPHS. r? Operator: Address: ART STATED HE WOULD WAIT FOR ASSESSMENT OF MR. ------_ —�— -- --� ----- _-- BENNSTT BEFORE ANY OTHER—NOTIFICATIONS. T Brush Fire Class: Aroa/size: — — c�v Automatic Alarms Classlffcatlon/Code: r List Items needing Follow Up: 1. TANK INSPECTION AT TIME OF REMOVAL. m Form #62 left a[: -` OD cv Report by: ate: r' C-O-MM Form #19A Chief Roc' : Date: 1 i B095-0976/Zevitas FIELD RESPONSE LOG ' IMMEDIATE RESPONSE ACTION RTN 4-11672 Proper Owner: George Zevitas 401 Main Street Centerville, MA 02632 (Work) 362-4336 (Home) 771-8639 ' Property Location: 401 Main Street Centerville, MA Background Information: 1 - On 9-14-95 abandoned 1000 gallon UST in area of back deck identified by Canco during maintenance of septic system. Oil smell and soil staining at surface noted. Apparent displacement of residual in UST by storm water runoff. On 9-19-95 Envirosafe pumps 1000 gallons of contaminated water from vessel in ianticipation of tank pull. Old fuel oil noted floating on groundwater at time of pumping. ' Environmental Conditions: - Area serviced by town water, no known private potable wells within 1000' of area of release. - Not within Zone lI Protective Radius for Centerville/Osterville/Marstons Mills water supply wells. - No abutting wetlands, groundwater estimated at 20'+ from surface. ,Applicable soil and groundwater category S-1/GW-1, below 15' S-3/GW-1. 1 ' B095-0976/Zevitas Remedial Response Actions: Date Time 1 9/21/95 11:00 am ' BENNETT & O'REILLY contacted by Advanced Environmental to respond to Zevitas property in response to fuel oil release. Review site and environmental conditions relative to MA DEP notification and remedial response requirements. PID readings in surficial soils 70- ' ' 80 ppm. Unknown quantity of fuel oil. I ' 12:00 pm BENNETT & O'REILLY arrives at site. Centerville/Osterville/Marstons Mills Fire ' Department was previously at the site and wish to be notified on UST removal. 2' diameter area of staining noted in lawn area. Area of soil staining appears to be restricted to north'%2 of UST along top, sides and end of UST. Remove and stockpile surficial soils along north side of tank in preparation of UST removal. 12:30 pm Centerville Fire Department arrives. Remove 1000 gallon UST from grave without incident. North 1/3 of tank stained from top to bottom. Substantial corrosion with minor scaling. No ' obvious breech of vessel. 1.10 pm Collect BOH and sidewall samples for PID screening by headspace analysis as follows: Location Depth (feet) PID Response (ppm) BOH (South) 5 BDL BOH (North) 5 80 Sidewall East (South) 2-5 5.0 West (South) 2-5 0.4 East (North) 2-5 82 West (North) 2-5 88 2 BO95-0976/Zevitas 1:30 pm Review test results with Mr. Zevitas's representative, Scott Cannon, relative to applicability ' of 120 day notification and apparent LRA condition. Barnstable Health Department requested to come to the site. 1:45 pm Instruct excavator to extend the north sidewall areas 2' to establish lateral extent of contamination. CID' X I D, D EG L 2:15 pm LZ Collect extended sidewall samples as follows for PID screening excavation 10 x 10 x T (D) Ext. Sidewall East (North) 74 Ext. Sidewall West (North) 42 m 2:45 P Ext. Sidewall North (North) 1.6 ' Unable to extend excavation to west without removal of stairs. Unable to extend excavation to east without losing reach of machine. Recommend test borings to delineate extent of soil contamination. Instruct excavator to secure 8 yard stockpile and area of excavation against rainfall infiltration and to address safety issues. Contractor to advise BENNETT & O'REILLY of owner's authorization to complete borings outside west and east sidewalls and within UST grave. 3 i BO95-0976/Zevitas Location Depth (feet) PID Response (ppm) Soil Description TB-2 0-2 BDL Topsoil 2-4 BDL Subsoil 4-6 BDL Silty Sand ' 6-8 BDL Silty Sand 8-10 BDL Clean coarse gravelly ' Cobble encountered at 10' - Refusal 2.00 pm Advance hand boring HB-3 in bottom of UST grave. Collect 2' composite soil samples for PID screening as follows: Location Depth (feet) PID Response (ppm) Soil Description TB-3 6-8 94 Clean medium to coarse sand ' 8-10 98 Clean medium to coarse sand 10-12 112 Clean fine gravel 12-14 110 Clean fine gravel 14-15 120 Clean coarse sand 2.30 pm 1 Advance hand boringHB-3 to reach maxim Q um depth to qualify potential groundwater impact. Conduct PID screening as follows: Location Depth (feet) PID Response (ppm) Soil Description ' TB-3 16-18 112 Clean medium coarse 18-20 116' Clean medium coarse 20-22 120 Clean fine medium 22-24 120 ' 3:30 pm Notify homeowner of apparent 72 hour notification requirement and applicability of IRA. ' Discuss apparent lateral limit of contamination and probable groundwater impact. Notify MA DEP (Julie Hutchinson) RTN 4-11672 of 72 hour condition. 5 B095-0976/Zevitas 4:15 pm Collect composite samples from southern area sidewalls and BOH. Collect composite samples from northern area sidewalls and test boring locations. 4:45 pm BENNETT & O'REILLY personnel leave site. Submitted By: ' BENNETT & O'REILLY, INC. David C. Bennett, PG, CGWP Director of Environmental Service The Field Response Log is a compilation of field 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 third party and hearsay information included, no guarantee or warranties of the accuracy and completeness of that information is ' expressed or implied. f ENNET T A 0' R EIL LY, Inc. Engineering & Environmental Serv' ices 84 Underpass Road Sanitary 21F/Site Remediation PO Box 1667 ' Site Development Hydmgeologic Survey Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring 508-896-6630 Water Supply Planning 508-896-4687 Fax F u y N Job#: B095-0976 Date Sept . 12 , 1996 Job Name: Zevitas/401 Main Street SAND GRAVEL SILT SAND Sheet 1 of 3 Test Hole#: TB-4/MW-1 Witness: David Bennett , PG, CGWP Hydrogeologist PEAT CLAY Drilling Contractor. J e n k i n Sampling Method: 6 " Hollow auger with split LITHOLOGIC BOREHOLE LOG spoon sampler Type Standard Penetration Well n ' of Blows per %of d Specifications Lithology/Sediment Lithology Depth Sample Depth 6" Drive Recovery m &Remarks Description ,., . A 0-3 NA 100 PID TOPSOIL/SUBSOIL .i ° ' S 3-5 6-7-7-10 30 RESPONSE 1 � 5 A 5-8 NA 100 (pin) SAND Brown, fine to i S 8-10 18-21-24-23 50 medium with silt and C;;; o o•o 0 1 0 3-5 BDL gravel, poorly sorted, o0 o A 10-13 NA 100 8-10 Trace non stratified. S 13-15 9-9-11-15 60 13-15 BDL d 15 18-20 BDL SAND: Buff to brown, 20-22* 20 medium to coarse, I• . A 15-18 NA 100 23-25 50 gravelly, very clean, S 18-20 10-16-16-21 75 20 poorly sorted, non A 20-23 NA 100 stratified. S 23-25 11-14-15-17 80 SWL ± 22' 25 SAND: Buff, medium A 25-28 NA 100 to coarse, very clean, 30 Set 2" moderately stratified flush joint with interbedded fine schedule 40 to very fine, clean. 35 PVC well *auger cuttings with 10' of ' #10 slot 40 screen at 28' . Sand pack to 16' 45 set 2' bentonite plug. Grout ' 50 to surface ' 55 60 f BENNETT 0" REILLY, Inc. Engineering & Environmental Services 84 Underpass Road Sanitary 21FJSite Remediation PO Box 1667 Brewster,MA 02631 Site Development ment S 1 p Hydmgeologtc Survey Waste Water Treatment Water Quality Monitoring 508-896-6630 Water Supply Planning 508-896-4687 Fax Job#: B095-0976 Date 9 /12 /96 ' SAND GRAVEL SILT SAND Job Name: zevitas /401_ Main Street Sheet 2 of 3 Test Hole#: T B—5/MW—2 witness: Elizabeth Keysar Environmental Scientist PEAT CLAY Drilling Contractor. Jenkins Sampling Method: 6 " Hollow stem auger with 1 LITHOLOGIC BOREHOLE LOG split spoon sampler Type Standard Penetration Well of Blows per %of o Specifications Lithology/Sediment _ Lithology Depth Sample Depth 6" Drive Recovery m &Remarks Description c • • o. . A 0-3 NA 100 �VSDTOPSOIL/SUBSOIL -5 -4-6-80. ,o SS 3 4 20LSE - o , SAND: Brown, fine to 0 °� � C A 5-8 NA 100 � mediLun with silt and 30 " S 8-10 12-17-18-16 60 gravel, cobbles, poor- c, • 1 0 3-5 1.2 ly sorted, non-strati- o o u A 10-13 NA 100 13-15 0.2 fied. n „a , S 13-15 11-12-18-18 60 18-20 Trac 15 20-22 TraCE SAND: Buff, meditun ° A 15-18 NA 100 to coarse, gravelly, t- n o_ S 18-20 7-12-14-15 80 22-24 BDL very clean, poorly G sorted, non-stratified �- S 20-22 7-15-19-17 80 _- "'•" .•".• - S 22-24 7-17-18-14 80 SWL ± 22' I . • 25 SAND: Buf f, mediun !=_ to coarse, very clean, A 24-28 NA 100 Set 2" moderately stratified, 30 schedule with interbedded very ' 40 flush fine clean. joint PVC 35 well at 28' , sand pack to 17' , se 40 bentonite plug, grout 45 to surface. ' 50 ' 55 60 BENNETT O' REILLY, Inc. Engineering & Environmental Services 84 Underpass Road Sanitary 21F1Site Remediation PO Box 1667Brewster MA 02631 Site Development Hydrogeologic Survey Waste Water Treatment Water Quality Monitoring 508-896-6630 ' Water Supply Planning 508-896-4687 Fax Job#: 13096-0976 Date 9/12/9 6 Job Name: Zevitas , 401 Main Street SAND GRAVEL SILT SAND Sheet 3 of 3 Test Hole#: T B-6 /MW-3 Witness: Elizabeth Kevsar Environmental Scientist PEAT CLAY Drilling Contractor. Jenkins SamplingMethod: 6" Hollow stem auger with t LITHOLOGIC BOREHOLE LOG split spoon sampler Type Standard Penetration Well ' of Blows per %of d Specifications Lithology/Sediment "Lithology Depth Sample Depth 6" Drive Recovery zI &Remarks Description r •` � 7` (. A 0-3 NA 100 PID 1� :1 o • ti „ p , S 3-5 3-7-10-11 10 RESPONSE TOPSOIL/SUBSOIL ( > SAND: Brown fine to A 5-8 NA 100 m,mediu gravellywith i;'� o • = S 8-10 15-21-30-24 50 °, °: °:°' silt, poorly sorted, ® 3-5 BDL !4 A 10-13 NA 100 8-10 BDL non-stratified grading S 13-15 11-16-15-14 10 13-15 BDL to clean. 15 18-20 BDL SAND: Buff, medium to A 10-13 NA 100 20-22 Trac coarse, gravelly, very 1 S 13-15 11-16-15-14 10 22-24 BDL J_ clean, poorly sorted' :; r ,� � A 15-18 NA 100 non-stratified. S 18-20 8-13-14-20 50 1=- ryC SWL± 22' SAND: Buff medium to GJ coarse, very clean, S 20-22 10-12-14-18 100 Set 2 moderately stratified. 30 S 22-24 11-14-15-18 85 schedule 40 flush with interbedded fine ' A 24-28 NA 100 joint PVC clean. 35 well at 28' sand pack ' to 17' , 40 set 2' bentonite ' plug, grout 45 to surface. ' 50 55 60 4 ' t 84 Underpass Road, P.O. Box 1667 BENNETT & 0 REILLY, Inc. Brewster, MA 02631 ' Engineering and Environmental Services (508) 896-6630 MONITOR WELL SAMPLING LOG ' CLIENT Zevitas DATE(S) 9/12/96 LOCATION 401 Main Street, Centerville JOB # B095-0976 MEASURING POINT SAMPLER E. Keysar, D. Bennett GROUND SURFACE OR T.O.C. 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) (gallons) (ppm) (feet) (feet) (feet) (feet) MW-1 39.67 28 22.91 5.09 16.76 0.81 10* Odor,No Sheen MW-2 40.58 28 23.84 4.16 16.74 0.67 10* No Odor,No Sheen MW-3 41.45 28 25.01 2.99 16.44 0.48 10* No Odor,No Sheen I I NOTES: * Represents purged and developed volume. tt 84 underpass Road, P.O. Box 1667 BENNETT & 0 REILLY, Inc. Brewster, MA 02631 ' Engineering and Environmental Services (508) 896-6630 MON FOR WELL SAMPLING LOG CLIENT George Zevitas DATE(S) 9/18/96 LOCATION 401 Main Street, Centerville JOB # B095-0976 MEASURING POINT SAMPLER E. Keysar GROUNDSURFACE OR T.O.C. T.O.C. Well Elev. of Total Depth to Standing Water Static 'Volume HNU Comments Number reference Depth of Water Water Table Volume Purged P1-101 is ' point Well (Feet) Height Elevation (gallons) (gallons) (ppm) (feet) (feet) (feet) (feet) MW-1 39.67 28 22.62 5.38 17.05 0.86 NA 4.6 Petro Odor,No Sheen MW-2 40.58 28 23.55 4.45 17.03 0.71 NA BDL No Odor,No Sheen tMW-3 41.45 28 24.72 3.28 16.73 0.52 NA BDL No Odor,No Sheen ' NOTES: Gauging only. 1 1 1 � APPENDIX C 1 1 1 1 1 1 1 1 1 1 1 i 1 1 ,'FORM�F.P. 292 n >tfg Department of Public' Safety Division of Fire Prevention and Regulation APPLICATION FOA PS MT, AND PERMIT, FOR RSAOVAL AND TRANSPORTATION TO APPROVED TANK YARD tFDIDS 01920 Permit Date September 21 19 95 _ ' Centerville C7ty, Town cc a3tric: C . 8 2 S . 4 0 H . G . L . ' = DIG SAFE NUMBER Fee Paid: S 10,no 953706660 _ 9/14/95 starf date In t27 acc CN ordance -with the provisions of Chapter 148 , Sec. 38A, M.G. L. ,a ; : Advanced Envrionmental Services 5 ?� _o . 00 2Dpl_C._t..on _s hereby made by. P.O. Box 472, S. Dennis, MA Street Address & City or Town : Signature of applicant: ' Applicants name printed: For pernmission to remove and transport one underground storage tank frcm. Owner: Street Address : George Zevitas 401 Main Street Centerville ' Advaaced Environmental MV5083856100 Fi?-ta transporting waste: State Lic. T ' Hazardous waste manifest n E. P . A. 7 Approved tank yard: J.G. Grant 03501 ' Tank Readville, MA yar d_d Address : ' Type of inert gas : UL tank I : Tank capacity: 1,000 Substance last-- stored: #2 Fuel ail - ' September 21, 95 , October 5 is 95 Date of issue: 19 Date of. expiration . � - Signature/Title of Officer granting permit: _ C� RECEIPT OF DISPOSAL OF UNDERGROUND STEEL TORAGE TANK NAME AND ADDRESS RANT CO., �N� OF 7P €�-C,.-G - APPROVED TANK YARD APPROVED TANK YARD NO. Tank Yard Ledger 502 CMR 3.03 (4) Number: Q I certify under penalty of law I have -personally examined the underground s age tank delivered to this "approved tank yard" by fi=, corporation or partnership �/;iV�� and accepted same in conformance with Massachusetts Fire Prevention Regulation 502 CMR 3.00 Provisions for Approving Underground Steel Storag }.mantling yards. A valid issued by LOCAL Bead of Fire Department FDM# 02 to transport this this yard. Name offici title of app c owner or owners authorized representative: 1 91— ::29 -IF f c WIT, DAZE SIGNED This signed ipt f disposal must be returned to the local head of the fire department FDIDtFursuant to 502 CMR 3:00. (EACH TANK MJST HAVE A RDCE1PT OF DISPOSAL) FORM F.P. 291 (rev, 9j88) (OVER) Mom. SIATE FIRE MARSHAL'S GE'FICE 1 DIMENSIONS Tank Removed From Width Length (no. eel / ' Tank 1 ----- X -- -- Q ��/T�/j l� �/_7�-- -- Tank 2 ----- X ----- (city or town) Tank 3 ----- X ----- Fire Department Permit # ---------- Tank 4 ----- X ----- (if applicable) Tank 5 ----- X ----- (feet) (feet) 1 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT F ENVIRONMENTAL PROTECTION FOR IN-STATE WASTE ( -- - DIVISIO OF HAZARDOUS WASTE OIL ONLY OR One Winter Street IN-STATE V$QG HW/WO Bost n, Massachusetts 02108 ' Vtaase print or tyoa.(Form designed for u6o on alita(12-pllcl) tj powrilor.) UNIFORM HAZARDOUS •GanartorU3 EPA 10No• Manlleat 2.,Pagol Inlotmatloninth4vadodarsas Docu aril No. WASTE MANIFEST of, ianotragWndhyFodarallaw, _ TMI I;1 .; .41_�.I?L71 llIr __r 3. Generator's Nama and Mailinti Addiean A M 'r� : 3 George 7.evit as MA'i::1:' H7h 7652.... .,..;: t,. T 'r.' :. ,, , I. 401 Main Street Centerville, o2632 ��^'. I: 4.Gonatdtor'6 P1„N,a 1 I - j _...-. _...._. -_— `' X ' 5. trf2owonyr 1 Company Nam„ 8. US EPA 10 Number ;C,$ 1fyfy.ID,. i oe E,iviro--Saf e Corporation - - LM L 1D 9 8 5 2 6 9 3 2 44 C 0 1{ M.]1. ''.7 'b, ; 7. Tr° spurtai 2 Company Name - 8 US EPA 10 Number R ar'a Nfsona't ). O Ib.;�,. .. r q :dur.!• 'r,':',.i i'i�rt. i.�•'�r}:,r rU 9.Oasignaied Facility Nnrnd and Site Addraaa 10. US EPA ID Number Olson's Greenhouatas 00 590 South Street East t —Raynlzamc_MA_02767, --_i---.�M. j LU1 5 9 71313 3171 }t v 12,Cont mere 13. 14. t +. 1 1.US DDT Description;Including Prppar Shipping Nama ilazird C/ass,and/0 Numbed Total Unit No, Typa Quantity WtNal 00 Waste Petroleum Oil, N.O.S. I Ccalbustible Liquid NA127 0 1 T T / G a� G b. -- ----_ - --- .y A E - N � E o C. Cr: A T F .. d. tp G rr J.JldditlwttlDaccrlptlens1wN4,31ariaisLis Alluve(Inch vhys1cm1jets1■andI1JlaltJppal►.J It.ka4)r+gCvda1f 4 14 m I ; U E 15.Sporlei Handling Instrur,rlone and Additional Informal n E Material tasted being marketed as NX99 — N 10,GEAr tSRltrOP'S C:hF rIFICATIpN�I bn,aoy dvcl.,a mar the co,lten s of this onnugnmant are fully and occur etety dcacribdG above by ` o,op►r shlppu,g ne,.W a.ul are claa,hwf•I,acYja.market,and Ia Ieo,and are in ill ruspacie in proper condition lo(transport by nlghway Q �actordinq to aptal;:e We Inle,"•aum,d and_ ,_al go.arnment,a ulationa. U 11 I em i la.yc o� 'Wy UFf,.Ator.I candy tnm!Lava n V•uuram plaer to(educe iho volume snd toxicity of waeta gJ,,arsted to the oiigtrie I have Qetarmined to be economically DrooUcabla NanA that I he'+++•:�•:c,eJ trio p".gl+6 acle molhod ut I,vaunenr.eU rays•a,oiepoyat Currently xvellaala to me which minimiiaa the present and tutum throat to numan hailtn and the Mvl(On- a) rne/�t,UH,a t am n.�n.•II rl.enuty 9n.,6,mor.I have made a good with elfor,to mu,untia n,y waeto generation and eatect bhe bast waste manapenlent method Ilgt Is svm{sWa to the end that I 4) cam an„ra Data E —'- ------�._.--- Month Day Year W Pr ■d/Typ, L/Narna m R 1 7, Traneputtdt- 1 Ac..knowled�ament nl Rocaipt of M erials Dais ro A _.--ri ro iTypdd Nmna - ,. - _ •-� --- Slgnetur$ Month Dav Yssr � 5 �V. � pan sr ��ti�� P ------... -... —.. ._ .. _ - 0 18.Transportat 2 Acknowled arnant of Aecaiut of M erials Date A -- .:- -----� _.....-.- .. ._,.. ...-- - T Pnnrad/TYpddName Signature Month DaY y0ar ' H 19.Dlacranency Ituilcatlon Sr,ece F � - A if C 1 1 E 20.F6011(y Owner w Operuior:Cerlitieation at receipt of +iardor materials eovdrad by into manif■a axgEpt aY Woad 10 kii I � _i' •-� ' J:• �� ! Date y �ri,ugkf `Yd�rrla- f //-}((/—f/ - pnatuf/ /. �'./r�•..,�rr/�� Mo(1t�� Oi —•r. ff 1+ .j-- / I�.fn, n1.,.Iy...1 r.11..f)IJ;, :!I;.tl Ir,l.i:r t? iv:'.i lU•..,i / .r EPA Fpim d700 22 li(dv. `1 0rQ:vuiu9 r.,dition5 are ot)3 lr-.le COPY_-3 : TRANSPORTER RETATNS BENNETT A O'.REILLY, Inc. Engineering, Environmental & Surveying Services 84 Underpass Road Sanitary 21E/Site Remediation Property Line Q P.O. Box 1667 ' Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court Q 508-896-6630 Water Supply Consulting Trial Court Witness 508-896-4687 Fax B095-0976 October 25, 1995 Ms. Julie Hutchinson ©� Massachusetts Department of Environmental Protection ' Southeast Regional Office BWSC/Emergency Response Section 20 Riverside Drive ' Lakeville, MA 02347 RE: RELEASE NOTIFICATION ' MA DEP #4-11672 401 Main Street, Centerville -' Dear Ms. Hutchinson, BENNETT & O'REMLY, INC., is submitting the attached Release Notification Form, ' BWSC-103, for the above referenced property on the behalf of the Potential Responsible Party (PRP) and property owner, George Zevitas. BENNETT & O'REILLY was retained by Mr. Zevitas on ' 10/24/95 as the Engineering and Environmental Consultant for remedial response activities. Joseph Salvetti is on retainer to BENNETT & O'REILLY as the Licensed Site Professional (LSP) for the project. ' The submittal of this Release Notification Form (RNF) signifies the acceptance of responsibility by the PRP to comply with the provisions of 310 CMR 40.000. Assessment work is ' being conducted to evaluate the extent and magnitude of soil contamination and potential groundwater impact in consideration of an appropriate remedial strategy. The assessment information will be utilized for development of an IRA Plan. It is anticipated that a formal written plan will be ' developed and submitted to the Department by the 60 day statutory period ending November 22, 1995. Initiation of the IRA plan will further be influenced by resolution of insurance coverage issues. 1 " y '1 RNF Zevitas/B095-0976 j' ' If you have any questions or need additional information please contact me at your earliest convenience. 1!)' kC ' 7enhett, , Director of Environmental Services cc: George Zevitas, Property Owner Lt. Wilcox, Barnstable Fire District Centerville/Osterville/Marstons Mills Donna Miorandi, Barnstable Health Department Joseph Salvetti, LSP II 2 Massachusetts Department of Environmental Protection BWSC-103 ' Bureau of Waste Site Cleanup Release Tracking Number RELEASE NOTIFICATION &,NOTIFICATION RETRACTION 4❑ - 11672 ' FORM Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 C (Subpart ) If assigned by DEP A. RELEASE OR THREAT OF RELEASE LOCATION: ' Street: 401 Main Street Location Aid: intersection with Park Ave City/Town: Centerville ZIP Code: 02632-0000 B. THIS FORM IS BEING USED TO: (check one) ' ® Submit a Release Notification(complete all sections of this form). ❑ Submit a Retraction of a Previously Reported Notification of a Release or Threat of Release(complete Sections A,B,E,F and G of this ' form). You MUST attach the supporting documentation required by 310 CMR 40.0335. C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE (TOR): ' Date and time you obtained knowledge of the Release or TOR. Date: 0 9/14/9 5 Time: ( 120 DAY) Specify: ❑ AM 1:1 PM pm ( 72 HOUR The date you obtained knowledge Is always required. The time your b alnee/22/95 d know edge IsOnoot required If reporting only 120 Day Conditions. IF KNOWN,record date and time release or TOR occurred. Date: Time: I ' Specify: AM PM ® Check here if you previously provided an Oral Notification to DEP(2 Hour and 72 Hour Reporting Conditions only). Provide date and time of Oral Notification. Date: 0 9/2 2/9 5 Time:' 3:30 Specify: ❑ AM PM 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 72 HOUR REPORTING CONDITIONS 120 DAY REPORTING CONDITIONS ' ❑ Sudden Release ❑ Subsurface Non-Aqueous Phase ❑ Release of Hazardous Material(s)to Soil or ❑ Liquid(NAPL)Equal to or Greater than Groundwater Exceeding Reportable Threat of Sudden Release 1/2 Inch Concentration(s) ❑ Oil Sheen on Surface Water Underground Storage Tank(UST) ® Release ® Release of Oil to Soil'Exceeding Reportable 9/2 2/9 5 Concentration( l 4/9 5 s and Affecting More than 2 Cubic ❑ Poses Imminent Hazard ❑ ❑ Threat of UST Release Yards 9 I Could Pose Imminent Hazard ❑ Release of Oil to Groundwater Exceeding Reportable ❑ Release Detected in Private Well Release to Groundwater near Concentration(s) ❑❑ Water Supply Release to Storm Drain ❑ Subsurface Non-Aqueous Phase Liquid(NAPL) t ❑ Release to Groundwater near Equal to or Greater than 1/8 Inch and Less than 1/2 ❑ Sanitary Sewer Release School or Residence Inch (Imminent Hazard Only) ' List below the Oils or Hazardous Materials that exceed their Reportable Concentration or Reportable Quantity by the greatest amount. If necessary,attach a list of additional Oil and Hazardous Material substances subject to reporting. Name and Quantities of Oils(0)and Hazardous Materials(HM)Released: ' 0 or HM Released O HM CAS# Reportable Concentrations Amount or Units Exceeded,if Applicable (check one) (if known) Concentration (RCS-1,RCS-2,RCGW-1, RCGW-2) ' # 2 Fuel Qil ® ❑ NA 9. 8-19K mo/ka RCS-2 500 mQ/ka 2 Fuel Oil ® ❑1 NA 120 r r)m UST - 1 00 nDm ❑ ❑ D. ADDITIONAL INVOLVED PARTIES: ❑ Check here if attaching names and addresses of owners of properties affected by the Release or Threat of Release,other than an owner who is submitting this Release Notification(required). ® Check here if attaching Licensed Site Professional(LSP)name and address(optional). ' You may write In names and addresses on the bottom of the second page of this form. Revised 3/1/95 -- SupI�AsRA9snFgrr.Zl��Q-003 Pace 1 of 2 Massachusetts Department of Environmental.Protection BWSC-103 Bureau of Waste Site Cleanup Release Tracking.Number RELEASE NOTIFICATION &'NOTIFICATION RETRACTION. ' FORM Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) If assigned by.DE0 E. PERSON REQUIRED TO NOTIFY: ' Name of Organization: NameofContact: Mr. George Zevitas Title: Property Owner Street: 401 Main Street ' City/Town: Centerville State: MA ZIP Code: 02632-0000 . Telephone: 508-362-4336 Ext.: FAX:(optional) 508-362-7770 ' F. RELATIONSHIP OF PERSON REQUIRED TO NOTIFY TO RELEASE OR THREAT OF RELEASE: (check one) ® RP or PRP Specify: ® Owner O Operator O Generator O Transporter Other RP or PRP: Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ' ❑ Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50) Any Person Otherwise Required to Notify Specify Relationship: ' G. CERTIFICATION OF PERSON REQUIRED TO NOTIFY: I George T. Zevitas 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. lithe person or entity on whose behalf this submittal is made amAs aware that there are significant penalties,including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. By: Title: Property Owner (sig*ure) For: George T. Zevitas Date: (print name of person or entity recorded in Section E) Enter address of the person providing certification,if different from address recorded in Section E: Street: City/Town: State: ZIP Code: ' Telephone: Ext.: FAX:(optional) YOU MUST 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. LSP: ' Joseph Salvetti ( 508 ) 888-3905 Revised 3/1,95 Supercedes Form BWSC-003 Page 2 of 2 ' BARDON TRIMOUNT ENVIRONMENTAL SERVICES Page 1 of 3 1101 TURNPIKE STREET, STOUGHTON, MA 02072 ' PHONE (617) 341-5500, FAX (617) 341-2440 SOIL RECYCLING SUBMITTAL ' Site Information: ' Name: , Zevitas Residence Contact: George Zevitas Street . 401 Main Street Phone # : (508 ) 362-4336 wk, 771-8639 hm ' City/Town: Centerville State/Zip : MA. 02632 Generator Information: Name: _George Zevitas Contact : A/A Street : c/o ZEVITAS & ENRIGHT, Phone # : ( 508 ) 362-4336 ' P .C . City/Town: 3291 Main Street State/Zip : MA. 02630 Barnstable , ' Consultant Information: Name: BENNETT & O ' REILLY, INC . Contact . David C . Bennett ' Street : P . O . Box 1667 Phone # : ( 508 ) 896-6630 City/Town: Brewster, State/Zip : MA. 02631 Estimated Soil Quantity Tons Cubic Yards Soil Contaminants ' (gasoline, diesel fuel , motor oil , etc . ) #2 fuel oil (virgin product ) Analyses Performed (check all that apply) ' x TPH, x VOCs , Flash, pH, Reactivity (S, CN) , PCBs, As, Cd, Cr, Hg, Pb, TCLP (metals) , if required based on total levels All the above tests were performed Other_ PTD screenina ' Laboratory Analytical Data Attached ' S6reening Data Attached X Instrument Used and Constituents Found HNU PI 101 , 10 . 2 ev. lamp ' Page 2 of 3 Description/Source of Release , ' X UST , — Other, Describe including date of release#2 Fuel oil displaced by storm water runoff in abandoned UST . Discovered ' 9/14/95 . Soil Description ' Physical Description (sand, gravel silt, etc . ) clean sand and gravel ( glaciat outwash) Classification Method USDA - coarse gravelly sand ' Check if the following materials are present : None _ clay, _ construction debris , _ vegetative matter, _ ash, _ coal , — other deleterious materials ( list) Soil Characterization Methodology ' Sampling Method _ Grab X Composite _ Biased samples (e.g. headspace screened, visually contaminated) Constituents of Concern Site History ( _ check if extra sheets attached) ' Current Use Single family dwelling Residential Past Use Residential resort area I , the generator, having used due diligence determined that there is no reason to suspect or believe that the petroleum contaminated soil has been impacted by any releases of oil or hazardous materials other than that of the known source or I have identified the additional oil and hazardous materials that are suspected or known to be present in the soil , in addition to those associated with the known release, including any anthropogenetic ' contaminants . I , the generator, realize that due diligence shall consist of a search of ' information and records reasonably available to the generator . of the contaminated soil sufficient to make the determination. Such records and information may include, but are not limited to, those of the generator, ' location of generation (i . e. facility if not the generator) the Department ' s Bureau of Waste Site Cleanup and the municipality (i . e. Board of Health, Fire Department) within which the site is located. Signature of Generator _ I Page 3 of 3 A site diagram is required indicating any major structures or roads excavation areas and stockpile locations . All sampling locations must be noted. Check if diagram attached. ' SITE DIAGRAM I Name of individual preparing diagram: f ' Massachusetts Department of Environmental Protection BVISC-012A Bureau of Waste Site Cleanup Nsea"Tadwq f M tw*; t BILL OF LAD1ND 1pur:uant to 310 CUR 40.0030) 0- 11672. ' A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATIOH WASTE WAS GENERATED: I3eleas0ame( k .Zevitas residence Stree>:V. 40 Main StreeE Loudon Aid- at intersect-ion wi rn ark _ �n.�, Centerville; MA Zip Code: 02632 ve . Date/Period of Generation: to Additional Release Tracking Numbers Associated with this Bel of Lading: *Moto: It this NUI of LsdLy Is Vw result of a L1rnit*d Raasova/Actlon(LRAJ bkan prior to NotNlcatlon,a Ralaasa Tracking Number Is not nesdod 8. PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: Name of Organization: ' _Nameo Title: fCordacb George Zevitas Owner Street c/o Zevitas & Enright 3291 Main Street CayRown: Barnstable State: MA Zp Cade: 02630 _ ' Telephone: — — Ld, C. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADINGi (check one/rPedtyl) . ' ® RP Specify(circle ones (� Operator Generator Transporter Other RP: ❑ PRP Specify(circle one): Owner Operator Generator Transporter Other PAP: ' ❑ Fiduclary/5eaued lender ❑ Agencypazc wily on a Right of Way •r.. Other Person:. ' If an owner and/or operator.le not conducting the response action associated with to Bill of Lading,provide on an attachment the name, contact person.address and telephone number,Including any area code and extension,for each,I known. D. TRANSPORTERICOMMON CARRIER INFORMATION: ' Transporter/Comnton Carrier Name: Contact Person: Title: Street: City/Town: _ — State: Zip Code: — Telephone: EA ' E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION: OperatorlFacilityName: Bardon-Trimount Contact Person: Becky McCoattack/David Peters Title: Environmental Coordinator ' Street 1101 Turmike Street — Gty/fown: ,__$tQyahton State: �` Zip Code: 02072 Telephone: 61 7 — 3 41 — 5 5 0 0Et ' Type of Facility: ® Asphalt Batcwold Wx ❑ LandtaVDisposal ❑ Incinerator (check one) ❑X Asphalt SatcNI-lot Mix ❑ LandttUaly Cover ❑ Temporary Storage ❑ Thermal Processing ❑ LandfaUStructural Fill ❑ Other: ' Division of Ruardous S9 0 0 2 0 Division of Sold waste HU)981213531 Waste/Ctass A Permit 1: Management Permit 1: EPA Identification 1: Actual/Anticipated Period of Temporary Storage(specify dates If applicable): _/_ /_ to ' Reason for Temporary Storage(if appkable): Massachusetts Department of Environmental Protection OWSC-012A Bureau of Waste Site Cleanup . MMas�•Tadcinp N�rnp�r; --7--] BILL OF LADING (pursuant to 310 CUR 404030) n4 -[ 116 7 2 E. RECEIVING FACIUITY/TEMPORARY STORAGE LOCATION (continued): Temporary Storage Address: Street Ckyfrown' State: _ Zip Code: F. DESCRIPTION OF REMEDIATION WASTE: (check all that appt4 ❑ Contaminated Media(circle all that apply): Soil Groundwater Surface Water Other: ❑ Contaminated Debris(Circle all that apply): DemolltloNConstruction Waste Vegetation/Organic Materials ' Inorganic Absorbant Materials Other. ❑ Non-hazardous Uncontalnerized Waste(circle all that apply): Non-aqueous Phase Liquid Other ❑ Non-hazardous Containerized Waste(circle all that apply): Tank Bottoms/Sludges Containers Drums ' Engineered Impoundments Other: Type of Contamination(circle an that apply): Gasoline Diesel Fuel 12 Oil a4 Oil N6 Oil Waste Oil ' Karosene Jet Fuel Other. Estimated Volume of Materials: Cubic Yards: Tons: Other: Contaminant Source(check one/specify): ❑ Transportation Accident ❑ Underground Storage Tank ❑Other: ' Response Action Associated with Big of Lading(circle one): Immediate Response Action Release Abatement Measure ' Utility-Related Abatement Measure Limited Removal Action(LRA) Comprehensive Response Action Other(specify): Remediation Waste Characterization Support Documentation attached: ❑ She Hstory Information ❑ Sampling and Analytical Methods and Procedures ❑ Laboratory Data ❑ Field Screening Data If supporting documentation Is not appended, provide an attachment stating the date and In connection with what document such information was previously submitted to DER LICENSED SITE PROFESSIONAL(LSP) OPINION: ' Name nlzatlon: LSP Name: . Title: Telephone: — — Ext I have personally examined and am liar with the information contained on and submitted with this form. Based on this information,rt is my Opinion that the testing and assessment a undertaken were adequate to characterize the Remediation Waste,In accordance with 310 CMR 40.0030.and that the facility or location c cept remediation wastes with the characteristics described in this submittal. I am aware ' that significant penalties including,but not limited to, ble fines and imprisonment may result if I wilfully submit information which I know to be false,inaccurate,or materially Incomplete. Signature: Seal: SEE ATTACHED LSP Date: _/_ /_ REPLACEMENT License Number. OPINION V H. CERTIFICATION OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: ' I certify under penalties of law that I have personally examined and am familiar with the Information contained in this submittal,Including any and all documents accompanying this certification,and that,based on my Inquiry of those Individuals immediately responsible for obtaining the information,the material Information contained herein Is,to the best of my knowledge and belief,true,accurate and complete. I am aware ' that there are significant penalties,Including,but not limited to,possible fines and imprisonment,for wilfully submitting false,inaccurate,or Incomplete information. Signature: Date: Use LSP Replacement Opinion V with the following BWSC Form: ' 0 Bill of Lading (BWSC 012A) �. LSP Replacement Opinion V I attest under the pains and penalties of perjury that 1 have personally examined and am familiar with this submittal, Including any and all documents accompanying this submittal. In my professional opinion and judgment based upon ' application of n the standard of care in 309 CMR 4.02(1), ' O the applicable provisions of 309 CMR 4.02(2) and (3), and (i) the provisions of 309 CMR 4.03(5), to the best of my knowledge information and belief, the assessment actions undertaken to characterize the ' Remediation Waste which is(are)the subject of this submittal for acceptance at the facility identified in this submittal comply with the applicable prcvisions of 310 CMR 40.0000, and such facility is permitted to accept Remediation Waste having the characteristics described 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. Release Tracking Number: 4 _ 11672 II ' LSP Name: Joseph Salvetti Title: LSP LSP Organization: F u g r o East , Inc. Date: 17— ' Telephone/Ext.: 508 _ i 8 8 3905 4 Signature: ' JGSEPH P. J1; . a SA,LYI--T± 12" u c c'�s PR()C�.�da �'�vvvya� i ' ouz�s Massachusetts Department of Environmental Protection BWSC-012B Bureau of Waste Site Cleanup ' R.Nw T'SdUN Nwbu: BILL OF LADING (punuant to 310 CMR 40.0030) a_ 11672 LOGS SHEET-OF ' 1. LOAD INFORMATION: r LOAD I Signature of Transporter Representative: Receiving Facility/Temporary Storage Representative: r r ' Date of Shipment Time of Shipment Date of Receipt: Time of Receipt (circle one)am/pm Truck/Tmctor Registration: Trailer Registration (if any): (circle one)am/pm i Load Size(cu.ydsdtons): ' LOAD 2: Signature of Transporter Representative: i Receiving Facility/Temporary Storage Representative: r Date of Shipment Time of Shipment r Date of Receipt: Time of Receipt: • t p (circle one)amlpm r TrucklTractor Registration: Trailer Registration(if any): (circle one)am/pm Load Size(cu.yds.Rons): LOAD 3: Signature of Transporter Representative: 1, Receiving Facility/Temporary Storage Representative. i r ' Date of Shipment: Time of Shipment Date of Receipt: Time of Receipt: (circle one)am/pm Truck/Tractor Registration: Trailer Registration(if any): (circle one)am/pm ' i Load Size(cu.yds.Aons): LOAD 4: Signature of Transporter Representative: At Receiving Facility/Temporary Storage Representative: i t Date of Shipment Time of Shipment: I Date of Receipt: Time of Receipt: (circle one)am/pm i — /_ /— Truck/Tractor Registration: Trailer Registration(if any): i (circle one)am/pm r r Load Size(cu.yds.ltons): LOAD S: Signature of Transporter Representative: r Receiving Facility/Temporary Storage Representative: r r ' Date of Shipment Time of Shipment: i Date of Receipt: Time of Receipt: (circle one)am/pm i _ /_ /— Truck/Tractor Registration: Trailer Registration(if any): It (circle one)am/pm Load Size(cu.yds./tons): ' LOAD 6: Signature of Transporter Representative: I Receiving Facility/Temporary Storage Representative: i Date of Shipment: Time of Shipment: i Date of Receipt: Time of Receipt: — / /— (circle one)am/pm 'I — / /_ TrucklTractor Registration: Trailer Registration(if any): i (circle one)am/pm ' Load Size(cu.yds.Rons): LOAD 7: Signature of Transporter Representative: Receiving Facility/Temporary Storage Representative: t Date of Shipment Time of Shipment: Date of Receipt: Time of Receipt: (circle one)am/pm /— r Truck/Tractor Registration: Trailer Registration(if any): i (circle one)amlpm Load Size(cu.yds./tons): J. LOG SHEET VOLUME INFORMATION: Total Volume This Page(cu.yds.ltons): ' Total Carried Forward(cu.yds.Rons): Total Carried Forward and This Page(cu.yds.Rons): Massachusetts Department of Environmental Protection BWSC-012 C Bureau of Waste Site Cleanup. BILL OF LADING (pursuant to ago CUR 40.00301 �w.,.T�w�e.�' DEP SUMMARY SHEET OF 0- 11672 K. SUMMARY OF SHIPMEHM DATE OF SHIPMENT: DATE OF RECEIPT: NUMBER OF LOADS SHIPPED: DAILY VOLUME SHIPPED(CU.YDS.1TONS): -------------- ----------------------------- ----------------------------- ----------------------------- --------------- ---------------- ---------------------------- ----------------------------- --------------- ---------------- ----------------------------- ------------------------------ --------------- --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ---------------------------- --------------- --------------- --------------------------- ----------------------------- ' --------------- --------------- --------------------------- ----------------------------- ---------------- --.------------- --------------------------- --------------------------- --------------- --------------- --------------------------- ----------------------------- ' SUMMARY SHEET TOTAL SHIPPED: BILL OF LADING TOTALSHIPPEO(only I diPferenq: ' Massachusetts Department of Envlr onmental Protection BWSC-012C Bureau of Waste Site Cleanup ' BILL OF LADING (pursuant to sto CUR 40.0030) Usam Tra&kq NWmbe:� 11672 D SUMMARY SHEET 4 - ' L ACKNOWLEDGEMENT OF RECEIPT OF REMEDIATIOH WASTE AT RECEIVING FACILITY OR TEMPORARY STORAGE LOCATION: Receiving Facl Wrerrporary ' Location Representative Uxint): Title: Signature: Date: ' M.ACKNOWLEDGEMENT OF SHIPMENT AND RECEIPT OF REMEDIATION WASTE BY PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal.Including any ' and all documents accompanying this certification,and that,based on my inquiry of those Individuals Immediately responsible for obtaining the Information,the material Information contained herein Is,to the best of my knowledge and belief,true,accurate and complete. 1 am aware that there are significant penalties,Including,but not limited to,possible fines and imprisonment,for wilfully submitting false,inaccurate,or Incomplete information. ' Signature: David C. Bennett , PG, CGW Date: m Nae ofPerson(print): Director of Environmental Services ' BENNETT & O ' REILLY, INC . for George Zevitas Commonwealth of Massachusetts Executive Office of Environmental Affairs ' Department of Environmental Protection ' Southeast Regional Office William F.Weld Trudy Coxe ' Swntary,EOEA ' David B.Struhs Comml.doner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REQUESTED January 16, 1996 F ' Mr. George Zevitas RE: BARNSTABLE--BWSC-ER Zevitas & Enright, P.C. 401 Main Street 3291 Main Street RTN: 4-11672 Barnstable, Massachusetts 02630 APPROVAL TO CONDUCT AN IMMEDIATE RESPONSE ACTION ' M.G.L. c.21E and 310 CMR 40. 0000 Dear Mr. Zevitas: On December 13 , 1995, the Department of Environmental Protection, Southeast Regional Office (the "Department") , received a written Immediate Response Action Plan (the "TRA ' Plan") , prepared by SEA Consultants, Inc. , for the above- referenced site. The object of the IRA is to excavate up to 60 yards of oil contaminated soil, apply approximately 20 gallons of ' MICRO-BAC PBS remedial additive without any nutrient additives, and implement an environmental monitoring program. The Department hereby approves the IRA Plan with the ' following conditions: 1. Submit a schedule for completion of the IRA Plan within ' thirty (30) days of receipt o this approval notice; 2 . All remediation waste must be properly handled and ' disposed of within 120 days from the date of generation per 310 CMR 40. 0030; and 3 . The IRA must be conducted under the Response Action ' Performance Standard (RAPS) as further defined by 310 CMR 40. 0191. ' Be advised that the deadline in Item 1 above constitutes an enforceable Interim Deadline established pursuant to 310 CMR 40. 0167. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947.6557 • Telephone (We) 946-2700 ' -2- In addition, please be advised that the Department continues to consider you liable under M.G.L. c.21E, for up to three (3) ' times all response action costs incurred by the Department, as well as for damages from the impairment of natural resources. You also remain liable under M.G.L. , c.21E, Section 11, and M.G.L. , c.21A, Section 16, for any violation of c.21E or other ' laws, statutes, regulations, orders, or approvals. This liability was described in detail in the Department's Notice of ' Responsibility (NOR) dated October 6, 1995. Additional submittals are necessary with regard to this notification including, but not limited to, the filing of an IRA ' Completion Statement and/or a Response Action Outcome (RAO) statement. The MCP requires that a fee of $750. 00 be submitted to the Department when an RAO statement is filed greater than 120 ' days from the date of initial notification. Please note that if you fail to submit either an RAO Statement or a Tier Classification Submittal to the Department by October 6, 1906, you may be assessed a Tier I Annual Compliance Fee for the first year. Questions regarding this matter should be directed to ' Dan Crafton at the letterhead address or at 508-946-2721. All future communication regarding this matter must reference Release Tracking Number: 4-11672 . ' Very truly yours, ' Richard F. Packard, Chief Emergency Response/Release ' Notification Section P/SB/cb ' CERTIFIED MAIL NO. Z 001 196 053 RETURN RECEIPT REQUESTED ' cc: Board of Health Town Hall 367 Main Street ' Hyannis, MA 02601 Town Manager's Office ' Town Hall 367 Main Street Hyannis, MA 02601 7 'I -3- cc: Fire Department 3249 Main Street ' Hyannis, MA 02601 Bennett & O'Reilly, Inc. 84 Underpass Road PO Box 1667 Brewster, MA 02631 ' ATTN: Dave Bennett DEP-SERO ATTN: Andrea Papadopoulos, Deputy Regional Director t ' 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION ' MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION Bureau of Waste Site Cleanup NUMERICAL RANKING SYSTEM SCORESHEET (310 CMR 40.1511) ' CLASSIFICATION SUBMITTAL DISPOSAL SITE SCORE Initial Submittal Re-Classification II lII IV V VI TOTAL ' © 35 72 70 20 0 197 ' Disposal Site Tier Classification I II O Permit Category(Tier I Only) 1E A B C ' sssssssss»sesssssssassss I• DISPOSAL SITE INFORMATION DEP Release N: Tracking Number(s) RTN 4-116 7 2 UTM Coordinates 4 , 611 , 600 DEP Disposal Site Number(s) NA E. 3 8 7 , 750 Disposal Site Name- Zevitas Residence ' Disposal Site Address 401 Main Street City: Centerville Zip: 02632 Is the Disposal Site classified Tier I because it is located within the boundaries of a Zone II or Interim Wellhead Yes No ' Protection Area and groundwater concentrations equal or exceed RCGW-1 at the time of Tier Classification pursuant to 310 CUR 40.0520(2)(a)1 Is the Disposal Site classified Tier I because an Imminent Hazard is present at the time of Tier Classification Yes No pursuant to 310 CMR 40.0520(2)(a)2-? ❑ a I attest under the pains and penalties of perjury that I have personally completed this Numerical Ranking System Scoresheet,and have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this submittal,and in my professional opinion and judgment ' based upon:(i)the standard of cars in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3).and(ai)the provisions of 309 CMR 4.03(5),to the best of my knowledge,information and belief,this Scmrsheet was developed in accordance with the applicable provisions of M.G.L c 21E and 310 CMR 40.0000. I am awalA that significant penalties may result,including,but not limited to,possible fines and imprisonment,if I submit information which I know to be false, ina m incomplete. 00 Li Sit fessional-Signa6c LSP Registration Number Date ' Joseph Salvetti — Fugro East, Inc . ( 508 ) 888-3905 LSP Name(P' ) Company Name Telephone Number onsibls ntiall nsible P /�� ' Y Po arty,or Other Person who will provide certification in accordance with 310 CMR 40.0009. vita George T. Zs 1/13/95 (Effective 2/1/95) 310 CMR- 1751 i 310 CMR. DEPARTMENT OF ENVIRONMENTAL PROTECTION 40.1511 (Continued) II. EXPOSURE PATHWAYS II. EXPOSURE PATHWAYS Score according to 40JS12 -Exposure Pathway Designation Criteria ' DESIGNATION MEDIA NONE or EVIDENCE OF POTENTIAL LUCELLY OR NOT CONTAMINATION EXPOSURE CONFIRMED APPLICABLE PATHWAY EXPOSURE PATHWAY A. SOIL (Includes Sediment) 0 15 100 150 ' B. GROUNDWATER 0 20 100 ISO C. SURFACE WATER (Includes Wetlands) 0 20 100 ISO D. AIR 0 15 100 200 ' Note: Score only the highest value for each media•i e.,score None or Not Applicable or Evidence of Contamination or PP Potential Exposure Pathway or Likely or Confirmed Exposum Pathway. ' 11.(A--D) Summary Rationale for Section 11 A-D Valuer and Phase 1 References Report p ' A. Near surface impacted soil removed ( 9/21/95 ) . Contaminant levels defined by laboratory analysis of hand borings and excavation sidewalls ( 9/21 & 9/22/95 ) as represented in Appendix D. , Phase I ' Report dated 9/20/96 . B.- Laboratory analysis of groundwater samples collected from monitor wells MW-1 , MW-2 and MW-3 on 9/12/96 . Groundwater gauging 9/12/96 . C . Surface discharge unlikely based on depth to groundwater and flow ' direction. D. Impacted surface material removed to 51 below grade ( 9/21/95 ) . II.E. OHM SOURCES ' Number of OHM Sources #2 Fuel. O i l 2 13 0 25 50 SECTION H SCORE(A.+B.+C.+D.+E.) ' A. B. C. D. E. TOTAL (15-700) 15 20 0 0 0 35 Check here if Section VI has been used to amend the score for this Section of the NRS. ❑ 1 1/13/95 (Effective 2/1/95) 310 CMR - 1752 310 CMR. DEPARTMENT OF ENVIRONMENTAL PROTECTION 40.1511 (Continued) III. DISPOSAL SITE CHARACTERISTICS ' III.A. OHM TOXICITY SCORE Highest OHM Toxicity Score From Table III A.or Worksheet!IlA1.on Following Pages. ' Toxicity Score(1 -80) OHM Scared: #2 fuel oil (virgin product ) Table I I IA ' Concentration and Media: Soil, TB-3 6-24 ' , 14 , 300 uQ/q ( average ) 35 III.B. MULTIPLE OHMS More Than One OHM With an OHM Toxicity Scare of 2 30 No yes 0 30 7 III.C. OHM MOBILITY and PERSISTENCE Score according to 401514-OHM Mobility and Penistence OHM Scored: Score(0-50) ' Naphthalene Table 40 . 1514 ( 4 ) 25 ' M.D. DISPOSAL SITE HYDROGEOLOGY Score according to 401515-Soil Permeability ' DEPTH TO GROUNDWATER SOIL PMU-1EABU= (in feet) Low Medium High ' >25 2 4 8 10.1 -25 4 8 12 ' 5.1 - 10 8 12 16 0-5 12 16 20 SECTION III SCORE(A+B+C+D) ' A. B. C. D. TOTAL (3.- 180) 35 0 25 12 72 ' Check hen:if Section VI has been used to amend the scam for this Section of the NRS. ' 1/13/95 (Effective 2/1/95) 310 CMR - 1753 ' 310 CMR: DEPARTMENT OF ENVIRONMENTAL, PROTECTION ' 40.1511 (Continued) IV. HUMAN POPULATION AND LAND USES ' rv.A. HUMAN POPULATION Residential Population None 1 -99 100-999 > 1.000 Within 14 Mile ' 0 5 10 15 Institutions C!.n One or More Within 500 feet ' 0 10 On-Site Workers Nane 1 -99 100-999 > 1,000 ' 0 5 10 15 N.B. AQUIFERS ' Sole Source Aquifer No Yes Name: Cape Cod 0 ' Potentially Productive Aquifer No Medium or High 0 15 IV.C. WATER USE ' Proximity of Disposal Site to Not Applicable(NA) Zone A Zone 11,IWPA,or Public Drinking Water Supply Source SW Intake<400. 0 20 50 ' Persons Served by Public Drinking Water Supply NA 25-999 1.000-4,999 5,000-49,999 >_50,000 0 5 10 20 25 ' Private Water Supplies Within 500 Feet Noac Commercial Agriculture Drinking Industrial Residential Food Processing (Not Ingested) ' 0 10 15 25 Alternative Public Water Supply Available Yu No ' (Viable Public Water Supply in Disposal Site Community . and Public Water Connection 5 500 Feet from Site) 0 25 ' SECTION IV SCORE(A+B+C) TOTAL:- (0-205) ' 10 40 20 70 ' Check here if Section VI has been used to amend the score for this Section of the NRS. ❑ ' 1/13/95 (Effective 2/1/95) 310 CNL 1R- 1757 310 CMR. DEPARTMENT OF ENVIRONMENTAL, PROTECTION ' 40.1511 (Continued) V. ECOLOGICAL POPULATION ' V.A. ENVIRONMENTAL RESOURCE AREAS RESOURCE LOCATION ' Area of Critical Environmental Concern >500'from Site 5 500'from Site On-Site 0 20 30 ' Species of Special Concern, 500'from Site On-Site or 5 500'from Habitat Threatened or Endangered Species Habitat 0 30 Wetlands,Certified Venal Pool,or > 100'from Site 5 100'from Site On-Site Outstanding Resource Water 0 20 30 Fish Habitat >500'from Site <—500'from Site On-Site ' 0 20 30 Protected Open Space >500'from Site 5 500'from Site On-Site ' (l octal State/Fedemlfrrustee) 0 20 30 ' SCORE SECTION V.B.ONLY IF SECTION V.A.SCORE IS>_30. V.B. ENVIRONMENTAL TOXICITY SCORE ' Highest Environmental Toxicity Score From Table V.B.or Workrheet VB1.on Following Pages. ' Toxicity Score(1 -35) OHM scored: NA — Section V.A. 430 Concentration and Media: SECTION V.SCORE (A.+B.) ' A. B. TOTAL- (0-185) 20 0 20 Check here if Section VI has been used to amend the score for this Section of the NRS. Q 1/13/95 (Effective 2/1/95) 310 CMR - 1758 ' 310 CMR. DEPARTMENT OF ENVIRONMENTAL PROTECTION ' 40.1511 (Continued) VI. MITIGATING DISPOSAL SITE-SPECIFIC CONDITIONS ' I VI. MITIGATING DISPOSAL SITE-SPECIFIC CONDITIONS Disposal site-specific conditions that warrant amending the site score. Changes directly related to NRS Sections or Subsection scores may not[educe the score more than the relevant subsection value assigned for the disposal site in that subsection. Section VI must reference spec pages of the Phase 1. Section VI may not exceed t 50 Points and may be scored only in 5-point increments. Attach additional pages as necessary. i 1 1 1 1 , 7isposal Site Score Amendment(Not to Exceed t 50 Points) Score 1 ' 1/13/95 (Effective 2/1/95) 310 CMR - 1763 Massachusetts Department of Environmental Protection BWSC-107A Bureau'of Waste Site Cleanup TIER CLASSIFICATION, TIER II EXTENSION & Release Tracking Number TIER II TRANSFER TRANSMITTAL FORM Pursuant to 310 CMR 40.0510 and 40.0560 (Subpart E) A. DISPOSAL SITE LOCATION: Disposal Site Name: Zevitas Residence , Street: 401 Main Street Location Aid: at Old Stage Road Cityrrown: _Centerville ZIP Code: 02632-0000 Related Release Tracking Numbers That This Submittal Will Address: B. THIS FORM IS BEING USED TO: (check all that apply) ❑ Submit a new or revised Tier Classification Submittal for a Tier I Site,including a Numerical Ranking Scoresheet 171.41 (complete Sections A, B,C. I,J,K and L). l Submit a new or revised Tier Classification Submittal for a Tier II Site,including a Numerical Ranking Scoresheet (complete Sections A,B,C, F,G,I,J,K and L). aSubmit a Notice that an additional Release Tracking Number(s)is(are)being linked to this Tier Classified Site and rescoring is not required at this time(complete Sections A,B,J. K and Q. If this submittal is for a Tier I Site,you must also submit a Minor Permit Modification Transmittal Form(BWSC-109). , i List Additional Release"Tracking Number(s): Submit a Phase I Completion Statement supporting a Tier Classification Submittal(complete Sections A, B, I,J, K and L). Submit a Tier II Extension Submittal for Response Actions at a Tier II Site(complete Sections A, 8,D, F,G, I,J, K and L). Submit a Tier II Extension Submittal for Response Actions taken after expiration ofa Waiver,pursuant to 310 CMR 40.0630(4) (complete Sections A,B, D, F,J,K and L;and also complete Sections G and I or Section H).' Submit a Tier II Transfer Submittal for a change in person(s)undertaking Response Actions`at a-Tier II Site (complete Sections A, B, E,F.G,I,J,K,L,M. N and O). ElSubmit a Tier II Transfer Submittal for a change in person(s)undertaking Response Actions at a Waiver Site,pursuant to 310 CMR 40.0630(6)(complete Sections A, B, E, F,J, K,L,M. N and O,and also complete Sections G and I or Section H).' You-must attach all supporting documentation required for each use of form indicated, including copies of any Legal Notices and Notices to Public Officials required.by 310 CMR 40.1400. 'NOTE: The Waiver expires on the effective date of this submittal and all further Response Actions must be taken as a Tier II Site. C. TIER CLASSIFICATION SUBMITTAL: Numerical Ranking Score for Disposal Site:(from Numerical Ranking Scoresheet) 197 Proposed Tier Classification of Disposal Site: (check one) Tier IA Tier IB Tier IC Tier II Check which,if any,of the Tier I inclusionary criteria are met by the Disposal Site,pursuant to 310 CMR 40.0520: Groundwater is located within an Interim Wellhead Protection Area or a Zone II,and there is evidence of groundwater contamination by an Oil or Hazardous Material at the time of.Tier Classification at concentrations equal to or exceeding the applicable RCGW-1 Reportable Concentration set forth in 310 CMR 40.0360. An Imminent Hazard is present at the time of Tier Classification. 1771 El Check here if this Tier Classification revises a previous submittal for this Disposal Site.You must include a revised Numerical Ranking Scoresheet with this submittal. If a Tier I Permit has been issued,you may also need to submit a Major Permit Modification Application(BWSC 10). If incorporating additional Release(s)into the Disposal Site,list Release Tracking Number(s): D. TIER II EXTENSION SUBMITTAL REQUIREMENTS: State the expiration date of the Tier II Classification or Waiver for the Disposal Site,whichever is applicable: Attach a statement summarizing why a Permanent.or Temporary Solution has not been achieved at the Disposal Site. A Tier II Extension is effective for a period of one year beyond the current expiration date of the Tier II Classification or Waiver. E. TIER II TRANSFER SUBMITTAL REQUIREMENTS: State the proposed effective date of the change in person(s)undertaking Response Actions at the Disposal Site: Attach a statement summarizing the reasons for the proposed change in person(s)undertaking the Response'Actions. All Response Actions must be completed by the deadline applicable to the person who first filed either a Tier Classification Submittal for the Disposal Site or received a Waiver of Approvals. Revised 416,95 Supersedes Forms BWSC-010 (in part) and 014 Page 1 of 4 r Massachusetts Department of Environmental Protection BVVSC-107A Bureau of Waste Site Cleanup TIER CLASSIFICATION, TIER 11 EXTENSION & Release Tracking Number p.ri TIER II TRANSFER TRANSMITTAL FORM Pursuant to 310 CMR 40.0510 and 40.0560 (Subpart E) F. DISPOSAL SITE COMPLIANCE HISTORY SUMMARY: - > If providing either a Tier Classification Submittal for a Tie,II Site or a Tier II Extension Submittal for a Waiver Site,the person named in Section J must provide a Compliance History. > If providing a Tier II Extension Submittal for a Tler II Site,the,person named in Section J must update their Compliance History since the effective date of the Tier II Classification. > If providing a Tier II Transfer Submittal for a Tier II or Waiver Site,the person named in Section M must provide a Compliance History. Compliance History for(provide only one name per History): 401 Main Street — Zevitas Residence Check here if there has been no change to the Compliance History of the person named above(Extension Submittal for a Tier II Site ONLY). List all permits or licenses that have been issued by the Department that are relevant to this Disposal Site: PROGRAM: PERMIT NUMBER: PERMIT CATEGORY: FACILITY ID: Air Quality NA Hazardous Waste(M.G.L.c.21C) NA Solid Waste NA Industrial Wastewater Management NA „ Water Suootv NA Water Pollution Control/Surface Water NA_ Water Pollution Control/Groundvrater NA NA Water Pollution Control/Sewer Connection NA Wetland&Waterways List all other Federal,state or local permits,licenses,certifications,registrations,variances,or approvals that are relevant to this Disposal Site: ISSUING AUTHORITY OR PROGRAM,OR DOCUMENTATION TYPE: IDENTIFICATION NUMBER: DATE ISSUED: If needed,attach to this Transmittal Form a statement further describing the Compliance History of this Disposal Site. This statement must describe the compliance history of the person named above with the following: — (1)DEP regulations;and (2)other laws for the protection of health,safety,public welfare and the environment administered or enforced by any other government agency. Such a statement should identify information such as: (1)actions relevant to the Disposal Site taken by the Department to enforce its requirements including,but not limited to,a Notice of Noncompliance(NON),Notice of Intent to Assess Civil Administrative Penalty(PAN), Notice of Intent to Take Response Action(NORA),and an administrative enforcement order; (2)administrative consent orders; (3)judicial consent judgements; (4)similar administrative actions taken by other Federal,state or local agencies; Im (5)civil or criminal actions relevant to the Disposal Site brought on behalf of the DEP or other Federal,state,or local agencies;and (6)any additional relevant information. For each action identified,provide the following information- (1)name of the issuing authority,type of action,identification number and date issued; (2)description of noncompliance cited; (3)current status of the matter;and (4)final disposition,if any. Pa e2of4 ' Revised 4I6F.,6 Supersedes Forms BWSC-010(in part) and 014 g Massachusetts Department of Environmental Protection BWSC-107A Bureau of Waste Site Cleanup TIER CLASSIFICATION, TIER II EXTENSION & Release Tracking Number TIER II TRANSFER TRANSMITTAL FORM a - 11672 . ° Pursuant to 310 CMR 40.0510 and 40.0560 (Subpart E) a G. CERTIFICATION OF ABILITY AND WILLINGNESS: > If providing either a Tier II Classification Submittal or a Tier II Extension Submittal,the person who signs this certification MUST be the person named in Section J,or that person's agent. > If providing a Tier II Transfer Submittal,the person who signs this certification.MUST be the person named in Section M,or that person's agent. I attest under the pains and penalties of perjury that(i)1/the,person(s)or entity(ies)on whose behalf this submittal is made has/have personally examined and amis familiar with the requirements of M.G.L.c.21 E and 310 CMR 40.0000;(ii)based upon my inquiry of thefthose Licensed,Site Professional(s)employed or engaged to render Professional Services for the disposal site which is the subject of this Transmittal-Form and of the person(s)or entity(ies)on whose behalf this submittal is made,and my/that person's(s')or entitys(ies')understanding as to the estimated costs of necessary response actions,that/thcse person(s)or entity(ies)has/have the technical,financial and legal ability to proceed with response actions for such site in accordance with M.G.L.c.21 E,310 CMR 40.0000 and other applicable requirements,and(iii)that I am fully authorized to make this attestation on behalf of the person(s)or entity(jes)legally responsible for this submittal. Irthe person(s)or entity(ies)on whose behalf this submittal is made is aware of the requirements in 310 CMR 40.0172 for notifying the Department in the event that Irthe person(s)or entity(ies)on whose behalf this submittal is made learn(s)that it/they is/are unable to proceed with the necessary response actions. By. Title: Property Owner (sig re) For: George T. Zevitas Date: zzp�_ li (print name of person or entity recorded in Section J or M,as appropriate) If you are submitting either a Tier II Extension Submittal for a Waiver Site or a Tier II Transfer Submittal for a Waiver Site, you may choose to sign the alternative Ability and Willingness Certification found in Section H in place of providing the certification in Section G and the LSP Opinion in Section I. H. ALTERNATIVE CERTIFICATION OF ABILITY AND WILLINGNESS: > If providing a Tier II Extension Submittal for a Waiver Site,the person who signs this certification MUST be the person named in Section J,or s that person's agent > If providing a Tier II Transfer Submittal for a Waiver Site,the person who signs this certification MUST be the person named in Section M,or that person's agent. I attest under the pains and penalties of perjury that(i)Irthe person(s)or entity(ies)on whose behalf this submittal is made has/have personally examined and amAs familiar with the requirements of M.G.L.c.21 E and 310 CMR 40.0000;(ii)based upon my inquiry of the Consultant-of-Record for the disposal site which is the subject of this Transmittal Form and of the person(s)or entity(ies)on whose behalf this submittal is made,and my/that person's(s')or entitys(ies')understanding as to the estimated costs of necessary response actions,thatithose person(s)or eniity(ies)has/have the technical,financial and legal ability to proceed with response actions for such site in accordance with M.G.L.c.21 E.310 CMR 40.0000 and other applicable r uirements;and-(iii)that I am full authorized to make this attestation on behalf of the person(s)or entity(ies)legally responsible for this PP eq O Y P O ty(� ) 9 Y P submittal. Irthe person(s)or entity(ies)an whose behalf this submittal is made is aware of the requirements in 310 CMR 40.0172 for notifying the Department in the event that Irthe person(s)or entity(ies_)on whose behalf this submittal is made leam(s)that lt/they is/are unable to proceed with the necessary response actions. Tr By.• Title: (signature) . . For: Date: � (print name of person or entity recorded in Section J or M,as appropriate) I. LSP OPINION: 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 3C9 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and(iii)the provisions of 309 CMR 4.03(5),to the best of my knowledge,information and belief, > if Section 8 of this form indicates that a Tier I or Tier/I Classification Submittal which relies upon a previously subrriitted Phase I Compledon Statement is being submitted,this Tier Classification Submittal has been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000; > if Secdon 8 of this form indicates that a Phase I Completion Statement or a Tier I or Tier H Classification Submittal which does not rely upon a previously submitted Phase I 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)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal, SECTION I IS CONTINUED ON THE NEXT PAGE Revised 416,195 Supersedes Forms BWSC-010(in part) and 014 Page 3 of 4 Massachusetts Department of Environmental Protection BWSC-107A Bureau of Waste Site Cleanup - TIER CLASSIFICATION, TIER II EXTENSION & Release Tracking Number a - TIER II TRANSFER TRANSMITTAL FORM Pursuant to 310 CMR 40.0510 and 40.0560 (Subpart E) I. LSP OPINION: (continued) > if Section B of this form indicates that a Tier 11 Extension Submittal or a Tier 11 Transfer Submittal 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)complies(y)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. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s), approval(s) issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provi P1f Mq LSP Name: Joseph Salvetti LSP#: 9546 Stamp: � 9CtiG JOSEPH s Telephone: -508-888-3905 1 Ext.: P. t� SALVETTI cn FAX:(optional) No.9546 O Signature: Date: 9tl�e-�7 J. PERSON MAKING SUBMITTAL: (For Transfer Submittals describe person currently undertaking response actions,not transferee) . Name of Organization: Name of Contact: .George T. Zevitas Title: Property Owner Street: c/o ZEVITAS & ENRIGHT, P.C. 3291 Main- Street City/Town: Barnstable State: IMA ZIP Code: 02630-0000 Telephone: 508-362-4336 Ext.: FAX:(optional) 50.8-362-7770 - K. RELATIONSHIP TO DISPOSAL SITE OF'PERSON MAKING SUBMITTAL: (check one) RP or PRP Specify: -Q) Owner O Operator O Generator O Transporter Other RP or PRP: Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) - Any Other Person Making Submittal Specify Relationship: L. CERTIFICATION OF PERSON MAKING SUBMITTAL: I, George Zevitas 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. Ifthe persD or entity on whose behalf this submittal is made amAs aware that there are significant penalties,including,but not limited to, possible fines and i iTcriment,for illfully submitting false,inaccurate,or incomplete information. By. Title: Pro ert Owner (signature) For: Georcre Zevitas Date: ` C (print name of person or entity recorded in Section J) Enter address of the person providing certification(s),including Ability and Willingness Certification where applicable,if different from address recorded in Section J: Street: - City/Town: State: ZIP Code: Telephone: Ext.: FAX:(optional) YOU MUST 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, AND YOU MAY INCUR ADDITIONAL COMPLIANCE FEES. Revised 4/6r95 Supersedes Forms BWSC-010(in part) and 014 Page 4 of 4 .� ,�•A 5/'t+. J.. � .,,r.T„ •4 � ..,y��'. •{iy a, t. t�•4� .vi:Mry' { ( � ,� •'^ .,Mr,�/r ...y r�•p�i/YW�RIMY1F�vMN'F '•ltbMt' VV assac uses m pep""ar' " o En ironmenfal E'.ro a ton: W LI ei . ante-3ite Cleanup COMPREHENSIVE E PO SE-'ACTION YRANSMi AL. T c rig Number , Xkq1RM& FHASE O PL_ ETIN STA EMEND: ugr>itito� 3 0 CN' R 404 Sub�"�arD�an�d`4 SO O8u�part Fi '� 672 .p . aliauaawxiw. C P ) x } BSI L•:OCATION• ,, 6ReName:optionaQ vitas'Resi ence' ' •'^x' Street L•4 aKAI a n = cn a, t a facie oacT � yufty ,Cent rr ° PCoiie 0263 _00 ';Related Release TrackingNumers that this Formdresses r 6 t Tier C lassification.,Gone of the following) :' IA Tier IB 4Tie I r C ® *Ter.ii Not Tier Classified !. '_ .._ .�. - rx!Sl.v,.•x'L.T,Y+`*�i:r?'j.+F+- ?'" ..._._�� r - ,�.< :It a Tier I Permit tras been issued,state the Permit Number:.:,�'.:�:�`, +>'+�'-�e•�`'+�`�s�'. f ' B. THIt3 FORM iS BEING USED TO (check allthata py) }', ,� . �. , „P ' �+..'• ��`+I* :»rw tTs"',�"air,;,,3r�•r ��'� aip���+f+� �^,•;y�.�'•,v".».:� "r ® Submit'a Phase t Completion Statement pursuant to 310 CMR 40.0484('complete Sections A B,G GM6d H Land J) ., ♦,a �<? °`St R .'� .:- 5kt r ,.:n �'' .t1 ..a.,. r� .c a -�"��d� !�L'tiw''* C+s. {a Submit aPhase It Scope of Work pursuant to10 CMR 40.0834(complete Sections B,CMG,Ei. ,� s` /�4 {{E.} 01 c PC i�X6G"ft .r " E3tj� Q:Submd a final Phase ILComprehensive Site Report and Completion Statement pursuant to 310 CMR 40 0836 „i(complete Sections X 6,C,D G,:Hjiii J�' �"` � V, ti �iFi"F' RM'y�,`��},�' ••'rl .a•L Y.;'.:G.�+c:?:-1++SM1Y�j,K W N �J. Submit a Phase Ill Rertxdtal Action Plan and Completion Statement, ursuantto 3Et0 CMR 40OM2( )mpiete Sections•A,B C G H,I and J}. ..� -*41♦� tiirlwt� A. 1 'g .>ry,•Y�".d*,t ' A :r..a`Cs•' M M A+h Submit a Phase IV Remedy tmplementatlon Plan,.pursuant to 310 CMR 40.0874(campiete Sections A"B C G H and J) s fir• W MR 41 JtfS,�ubmd,yanS As-Bulk Construction Report pursue to 310 CMR 40�0-875(complete Section A�B,G.'t+G,H,I and 1n',7*F`, 'v: •7' ` aT ''r` ,''1"'h ". MK�'M"'�Y'�43•��. r �� �} `..♦ t -•', uCxnit a Phase'WFinaf inspection Report and Completion Statement pursuant#i��310 CMR?�0 0878 and`40.0879 ,r catizpiete Sections A6G>H'f"and,J) ' ze s :1 :,L k lif w Psxhaae V`,lii 'spection jVlondoring Repo t, wrsuan#�r3tC CM J�892( y.ye�et{satsA�,� 6.H�Fari 1 A�Y' � L� �7 '-ir5' • °�04� � *$4 ^fix t M. ♦+ +r. ,: • - i• 1'}! •ry+ " SWHIR a final Phase' inspection Monitoring Report arid.Comp Uon Stateriien ursuant ¢.?x r+com fete SecU'ons A}B,C�F,G. 1'(arid *4 � r., . _ lira,• t 4 .r s x 7ou must attach all supporting documen tion required for eac�i urge of form indicated,including cop es of �! �'• Notices and Notices to Public Officials required by 310 CMR 40.1400. >' C E PONSE ACTIONS s v �. . a 'E� �'��y'���.�.rl.+...._' r�•,`�cu:"s����j��l��.,a�. i��r. .... �i"?r 4ra1•,R• ��. ••_ k Q Check here if any response actions)that serves as the basis for the Phase submittal(s)involves the use of Innovative Technologies; (DEP is fete i us i formation to create an Innovative Technologies Clearingtmuse.f '' ry0,11 ww �cr� 14" � D.`1PHASE 11 COMPIETION-STATEMENT i, , Specify the outcome of the Phase It Com rehensrve`Sfte Assessment4 �r , ddrtional Comprehensive Res rise Actions are,liecessa .af this Site;based on the results of the Phase It Com Cgre�hensiiv�e.5rte'Asslesl7s��menf YTS *, 6 ,<a N•."':rG�r' .Y;y, �1t- yv�.•Ao�. 7+ D .'!cN ' vw' -Y. �.C,4. M.'FMc''�l.�i ftMFV� . rp�uiremen ofa Class A Rp�/y�rise Action Outcome have been met and completed es rise Action Outcome Statement/{BWSC�1(��^�l .wK ti�po m{:. x.,..., .J^i 4. t Y .7, +,x `.}Y•! t T 1H2s:ti3�:�.P ..'yµ „l sr,,. Vuillbe submitted o D akl•� ,• /a. �' a t�1'rt...,l;.,,t n Outcome have been met a a com. xThe requirements�Of a,Class B Response Action ted Res` nse Action Outcome Statement. BWSC-104) v' .A , subm ed to DEP - '. "IRW merical. kfng'System is nece$ c ont ie esufts otttie nat P n . Ml i WL.. E PHASE N COMPLETJ, N STATEMENT �� ."M �l p .• c z b.•W.�w'�zi•�.+%��S-�T�""�:�Wr'a,.t �ft''r���,�J w� '3•'11? 1;' 7 ..� }�'fi»:° t�+. �' � ,�"�y'i>#'Yr{w Yy]1R, S ify the outcome of hale activities , o ` ; M. a•phase V4operation enance o monitogng of the,Compr�ehennsrve Response A on is necessary to achieve Response Ac on Y„ his site will be s b'ect to a Phase V O ration.IMaintenarice'and Mon'dagng' nriva(:Compiiance Fee , r !�, . ,a JI , x. � .e• ,uThe n uirem of a.0 espense Action�0utc�ome_rave been,ine o�ada nar_operation rtsaintenance or morntonn is�t t censure the integrity of the Response Action Outcome A compfeCe' Response Action Outcome'Stateme Eir (BWSCbe ...� �.The n:quin:men s of a'Cfass C.Response Aptiort Outcome have _ � o acidifiana operatlon,mair>�errance or mon �� �: ensure the integrity of the ResponseMActlon Outcome ,;�•completed tjespor}se Outconpe Statement(,81<VSC 104)will be'sulxnitted to ,y`� , y,ki~ 5 .h SECTION E iS CONTINUi D-ON THE r r� .. Re+rtsed 3l3ot56 ffry Supersedes Forms 8W5C-Q10` p"�a )end0 3 � "" page 1 of � 1 (lit � �� art.µ t M• ° � i< r'� �,°.. .may ., ksr• 1 'y ` W�'M:YSssac t•w:Mw 4ve9/71° Rr' .vl'I7?,7� ^•Hf+wFX•.x•_*IW^"" 'i7 wtta.F•^'Y:.IDH' yy. ..��.. •",�' ..Y;,f'iY.. .,; f�use' s De alrtment of_EnvlrolnmenEaf Protection; �; c ,BWS,C-T08 :, -,� �' "�•e Boreaof�aSf �Srto"C%angp k.'�.i w�4:-sV.:1yrx -`M.3ysaiim*+Mdk.+tJ�Yi. y�„tns,9�:,.��:� • � *COMPREHENSIVEACTIOP[TRANSMITTAL :RESPONS E _ Release rraclong"NO MUM umber ORM &. PNASE ECOMPLETION STA EMENT u r q, O Cl1A�R�0,Q48!�(S-ubpa_ b and 40.0800(Subpart H) ;•;. ''" N; C MPLETION'STATEMENT- �[(aontinn.ued) �' uW "4 71F;'jl�Ab° ''�.�iYi��•3+�!�trx :� '. 'i ��. „'..d C��`: '1 :� .t.w ; . regwrements of a Class C Response Fiction Outcome have been met. 'Further operation,maintenance or monitonng of the remedial action necessary to ensure that condom are mair>mined that furtt progress is made toward a Permanent Solution. A-completed Response ; ' Action Outcome Statement OWSC=104)will be siitimitted to DEP ' �'"� � 3'"'^ � f3 ` • ="��Mp i indicate whether the lion aril maintenance will be Active or Passive (Active Operation and Maintenance is defined at 310 CMR•40 0006 -' •�.d.+ `�w. •. •-'' S'F^ .t : �� � r� tc� •Oct:� + .•�; c.-,• ��-r.�.,� - a ive Operatioir and;Maintenanceasgsgive Operation and Maintenance r Active O ation r and Maintenance makes the Sde su ed to a Post RAO Class C Active O on and Maintenance Annual`Com fiance Feef E PHASE V COMPLETION fjSTATEMENT�✓_ ��..r� � - .f?. . a. SpeclfY the outcome of Phase V actives * •'1. `�'' `y"-Rr'!..'' "'' i: .• - ?I .:N .;`,41'. YZr - °�.,•, '',c• `�'-�*r'�'yl''M1= �•'''s":t,'"'.'1`sr�''.{y'",: ,+.^` 'rii�+ Y t. by _tl.' - �iii cThe regwrements of a Class A Res Action Outcome have been met and a completed Response Action outcome Statement(BWSC-104),, tee `wiU be submitted to DEP.• ,- a x" t' x � as.ti z ax •r,,- ;W -,�he:requirements of a-Class C Response Action Oiacome crave been met:,,,No additional operation,maintenance or monitoring is necessary to „. ac, * ons--. 3 ens ure the integrity ofthe.ResponseActio Qutcor>Ze.'�C completed Response Action.Gutcome Statement(BWSC t04)will be submitted to DEP - �'•:T . `�T -qements of a�Class GRespanseA Ohave been met.Further operatron maintenance or morntonng of the remediacessarytdensure thatcond�tioasamn-WrttainecFandihatfurther progress7s:made OaHrardaPerrrrane�Sofutior}. A completed Response,,,.._ ..,..•-.-.s ..v.•.,,. -,.,�..,.. .a, + rg�p' �9tj'`''L-• •.3sa'� "•'L'�"tkK^k '�ry.•fi �;" r Action.Cutcomes5tatemeyn�st�BWSC-t04jWlltbesu'6m tedtoIIEF �` �• kx ., ix'a>••'�`" ..:•�T:. . �:a a"' t'^5•''y�iS'jy'"'e.•,pc-.�.:- =rra''',� s` ��i --.-.,_•�.�.uaY. •.,`..' vf...�.... •M�t U;.•s qe;•• ei". Y v .s.; ndcate whether the operation and maintenance w�tiilll<lyq�iype Active or Passive Active Opera.�ti1}on and Maintenance is defined at 310 CMR_40 00011 j yY. • .atdla° ~ ,&Y- M .Active 0.,ration and Maintenance r` Passive Operation_and Maiynte_nanceq ,, � �*e � :t. 191 �+��,."`x%cf # a .;tr " `i ,`l'r":j '�i�k7 y. f• .. ` * (Active•Operation and Maintenance makes the Site subject to a Pest RICO Class /Xctive©petafioa arirl tidaurteuarice Annual CompUance Eee.f GSP OPiNIO tattestd�the pains andper�tt peg rye- have personallyexamin`edandbrzfe Mille. Wr�h+tludoRnetiar► itamed�nth�stwnsiitatta `' including any ark aft documerrts accompanying this submittal Jn:rpy professional opinion artii .upon appl'icationof.(ijthe siacidaN of. care m 309 CMR,402(1}M the applicable provrswris of 309 CN►R 402(2j aric�(3;arid- .1fieprowswr�ot;309 CMR�4:03( ,tothe bes4`cfrmy,• � '. —,'• wr,.. «n2ss«+b�c�n dr2�"*��'�� � ''�4it ��c- � � ?"y:r � 't .'�'4. " �,, knowledge,information and belief ��- M� � � i2 -F! I• .'� NY�N��;'WY�.- .. t v -+F .. - .. I +Y' -' h ' �14•4. � "-•� �. .- 1 �.t• r•I * �. �`„y •,'Si.+[•�. > fit Section B indicates that a Phase Y Phase!!„Phase ill,Phase N or Phase V Completion Statement is being submdfed the response acUon(s) ' that•is`(are)the su[ifect<,of this submUtaf m has(have)beer�develo�ped and implemented in accordance wdh the applicable provisions of M.G L,,,c Z1�E '� •• and 3�0 CMR 40-0000,(li)10;(areej appropriate and reasonable to accomplish the purposes f such response`action(s)as set forth iri the appligble` p�ovisioris of M G.Cr a 21 E and 310 CMR 40.00 r-and(ifi)complles(y)with'the kientitied provisions of all orders permits,and approvals identified'in 8 y� this'submittal; �, b, k :; s t >Yy Sec6on•B indfca s at a Phase U$cope of Work or a Phase N Remedy implementation Plan IS being submitted,the response a oq si that `''lr':y ^:<J'14 JM""••ykrlt ".!y B i t•t N ti. vA. „ .. (are)the subject of tfus sumittat(i?has ve)been deve oped in accordance wdh the.applicable provisions of M G.L:c 21 E and 310 CMR, 40.0000,(ii)1s(are)app,pri�aFe un reaso a to accompUsh the purposes of such rvesponse actions)as set forth in Uie applicable rovfsions o , M.G.L c.21 E and 310 CMR 40.09 and iiij complies(y)with the identified provisions of all orders;' ,and approvals identi edjn this submittal P ►� PP r. 4' I ,Jf Sectiort B indicates tha an/{s-Built Cons>bvct RepoK or a Phase V ins pectlon and MonftorMg RepoK is being subti�[ted,theiresponse" actions)that is_rr�the sued of tTiis sibrni�tal'(i)fs(are)being fmpfernented in`accordance with the"applicable provisions otM.G L�'c 21 E and"310 e« '� CMR AD. f is area atetand reasonable m accomphshtie purposes of such response`action(s)as"set forth in the applicable proaisioris a (� (. S ^PPS ' of M G L c 21 E anti 310 CMR 40.0000 and(iilj compiies(y)with the identified provisions of ail orders,permits and approvals identified in this' r Y" submittai y..�y ,i }a f� t'w`t I.am aware''nificanf nalties incresult„ ludin , gated(o, ibletiiines and Imprisonment,if I submit information which f.know o i. be farce,inaccurate or material incom ie V here if the Response Action s)on which this opinion is based,it any;are(were)subject to any order(s),permits and%r approval(s�, # :. issued by-DEP'or EPA If the box is checked,you MUST attach a statement identifying thea plcable prows' r 4•a'?'. •. 1...`dt's. .T .. v440i'Y• "�• �ttx ,K..a �i•''..: it QF' :•T.• LSP Namery�Jose>Jh Sa 'vest S> #� 4 h Stamp lL .6 D� r rr• A.�. - '�, �pri SAS wy �Tetepho e4; t3=88d5a � � .y, , ` ,Mg£PF{- ` t ,„•' 4-00,9"P. I�..' Options '�iK• ,+t' �,ya2�• ..i` ti:�n r»r�1G%.,, 4-� 9*ah f;s �, �4k. ,♦ , Signature .:.� Date ' ♦ ,� �. 0 , i *' ,ic" ,k.-•.-o..•rrr....., •� ,.w..+a:., M-1 s.sc�s.car,�vlaas.�+�att7 L�'.Y...,` :.ra*t ,'1►Ic Y.:.C+• '- } + F Revised 3�Qi96� 1�� "' 'l ; . .. .S ersedes2�orms BWSG010(I npj)'snd 0113 C 'z a•a...r.r• ,.t..-,.;F•.,±.?4..d1 y: r•w.e Aral.-L{,-MNw+w. _ ,. 6 .s..+t....H.a..+v w'�s.•.. -. .Y'•k•.... Sr. ±.ry.tl'!h'u�t'�t1,�s -'S.,�.�� - - "'.r_�` .. 2of3 4 4AiR'a� �� " � i; � ^� rieWT!'t p:.,•1� '" a&�,{�,;,d.+�is}h�«.,dv� "z;r'>f .Zh 'if'1+,N(ie�R"';ifv },,,tt 7.x�{A., _ Z � . .'. of �. •+ssachusetts Mrtwwt�.e•.=6:,d�•er•--neaar -Ex.:='w rn.s•eow--v+t-x •sae• «A:,x:..y�peur ..+..• •�` V Ma Depar me'n .Of ErwlronmentaL Protection BWSC.108 �� � YBureau of.Waste Sife,�Clean�p•,, *�.,t _�'�" � �� t` COMPREHENSIVE RESPONSE:AC10 TRANSMITTALv. , Refeas�e , ng umber- � � � �:•�.e-.,.r+r ..�-..yr:�.•.+�1r w*tRr+r.e..r..•e+-M+.•+J'....y+• "f► ,. -+� �'~•4!�`�i�'e � h�E�`' _ *":` � FORIIfi� PHASE [COMPtET10N�STATEMEN - W.,.rrr�, t672" Puysuant_to 310 CMR 40._0484; Subpa Dj�`an 0.�OSOQSubpart 0,140 H_ PERSON UNDERTAKING RESPONSE ACTIONS x `�, N 3 •'P-'�' ,. �•vgc�',-9,� t i w� "�' +`-�E� '�-�„� ,:)7 ;i; R":_3r .+d ri " v '�' '�- `fit Name ofCor�tact'^Georcr itas ,re'e jTdle a -0 a StreetcCo'ZEVIT &) ItIGHT w�rP.0 329Ifairr'Street $� �* City/Town.;�i$arnstable y - «eo4State: ZIP Code 02630-0000 elephone''e 08-362 336 '' � 1' Ext:� _ m.FAX �optiona� 508 362-7770 p :•H! 1"rI•+rLCfY '��'Cf''fk Ya..�W�� �T4 ' 'M r'Check here if there has been a"c ran a in the rson undertaWn the Res nse Action t �'•`' eRELATIONSHIP ,ka•• - 9 Pe g e..s..-p° •.� �:..4nsr+,.*.` '••.:i"x r :;�C,a.-.i...:,,.; RELATIONSHIPy`TO SITE OFPERSON UND{ERTApKIyNG RESPONSE/ACTION(S) ; t (check one) X +a�•' .,®'`Ftm;' '-- ,, ;eyr:^ $% # *r +wy f-.F.17yM,•P"t'S"'ti ' Pi h - s, P-77t .or PRP Spec Owner O for F cGenerator (� Transporter Qther or PRP• 3: " '� .:.. .- - .E'Ki�ry Secure L rider or Muilipality�with Exempt Status'(as'defined byM G L c'ZT E s 2) ���s.�! .d +f`���''��^l�'"'TA2`C3�aIe `��S' 1 7j,�,'". -t.+�Jp.^• .. _. .. " .. r Agency or PubUa UUldy on a Right of Way(aside ed by M G.L C.2,11 E,fs 5Q) g r. +:1,,!!'si.�y ` "" 4, ' Yuri*,'py' `�tr: K, -r,�•^..�' lx•C..2 Y-�Y 1 �"�`•y,�C� .'�„ `, ;i rV. ,•b.,g� . ' )f Otherf Person Undertala Res ng ponse Action ,,.Specify Rehationsfup 1 CERTIFICATION OF PERSON UNDERTAKING.RESPONSEACT ON(S) -^, ` gm _. f Geo e T: `Z evi to s' �? `attest under the pains and penalties of perjury(1 that 1 have personalty examined and am fhmiliiar with the information contained in this submittal,including any and all documents accompanying this transmittal form, a that,based on my inquiry of those individuals immediately responsible for obtaining the infortnatwn the materiaFmformatiort contained in this submittat is,to the best of mar z 7$ oiMed a and belief,true accurate and can late and m that lam ful authored to make1hisattestatron.on behalf of the t (vr 9 �., .P _. , C). N rt entity ?9altyrespcnsible,.far �this'submrttal.,tithe-person or er m on whose behalf this submittals made a nk aware that there are s�gnficant jienatties)"ding but not rwTRedto, . w possib and impn1sronment,fofvdlifuliy su6mitdng false inaccurate or mcof�mpTete mforgm{yrya�hon �� � �..»: ' , > -`+� '� ".'� 1'� _'`�'",�l''"�'� ,,.'"�� � .ram '' ✓,.. ,i;. `�i'S �` •�..'�' • Y �� �l r. l' � ".• ", `�•.,� •1�S�r� ����.,�a�lY�i;���1r�yy� � s ~�'A�.�'^ �j 01~" m'k'X5•�7 O Q 4 v / r1kC .eS t"a �i' '4�- i�-` 7M •a. w.. u Eor e '` tas :<' '�� � �' «� Date " ' �ray � tip C (print name of person or entity recorded in Section H) Enter address of the person providing certification;d drfferent from address recorded in Section H r • 4 ;t q•*, ,.t yam. '0i. xxtat,? r.�e�Sv'!ryy:�t v r7 {rs• s� --5. �... .+ �, - fir. Street 7-vPM £ _overt • � 9 A01 -x�. State.: ZIP Code , elep one r'i. .ip.r,+a•.9J:;, ^'Mti!t pfn'-'A' w t. I �r„7�dvor -..o.•rr eo,.ee•eu.Yxaw+aweJFr a....sts-�".esw.<titer+.rv�ew.aw +w<-+eM<.Lt. �-wnaCc-.++ire m+s�f.+r�F�.Rcr� •..:Agswrx+•"'^^^i++.,�e a..�e-sew.«s r�.. "S ; YOU MUST COMPLETE ALL RELEVANT ECTIONS-OF« THIS FORM OR DER MAY RETURN THE DOCUMENT.AS'x :�,��� ',�, ; INCOMPLETE I�F,Y,O,�,U�SUBMITAN INCOMPLETE FORM��OU MAY BE PENALIZEp�FOR MISSING , � .. aN��^ -a"r •�rwr' � mow;. �� ti� a .Li r f• ;F'rg� r yte _. -, 91F! .s• -7 �ia^t, . ti J � `���•_v �- ��.4'�fr' xa����i' '�' ,,,, .t by a�,� � {•c1�y n,. .+. ti•r � u-- •;a .,,f wF-5 � 4Q �n+'hr! '�l• "'44 �• •-.. �y .y _'5e ,� � ��'r„+,�` .'�'t;� �r� yds';�='....raw > "iR.q�[' � �� ... - �1. }x wNtw► `'44 uv9 �}GL". �•eS;�f'+. a- r...ff � i .. i �:a C -•;x;r .�"4 +,•. �...�.. air� ...�. •� :�" .yO,` '_ :{C' rt. ''r � ` IN .,.:'i.. c. .. r;' ,� ?...� �.�•,. ..r_.snv '` z,. ,:' '- � a �+r.. ..'ter.' � r t,o-�., ...�, � � :,.:` � '•:*54 7 .> '••a.. ,• 1 �L7 y 't e v4 ` `S. .� � ;l':v,t"u. + �,' xrd w,,.y,..S.e.•,.,�..L` .tifi'*1 �wi..d� .. ' .r^ •a sT�`-''� - � w,r��",ic• L y !�;' i t,�. _ sr:�„� Q� �5't,�j 3} •'' ..,7f' `y"'ytr •r'•�4�i'^ [• ��'+hx/ �a. aF SL .1�.'' r'rn.-.veer•:Y...r.�r�6�.iGik�i�-+ r.s.i'w•�.M:le ►U.• ...wk»+ �.�+.•w'"4'�lL.-;awe• M...n Revised 3/301J6 �.,5u�e+�46 Fohri HWSC-01©Cri part)and 013 ,"' � ; .t '+ = �Pa9e 3 of 3 t i"<a aTr•`.Y+f�.w�w��.ti•wh+ "� �. .50}'M�.�...y� ti. r,,�;.,5-' ..fr_. .s'Yy.Tv^,::w r.: .Jw'f'yhf.-• `"_.,y:_....� --. w�,e.p ` .• �w .. _ _ - -.._ - -.._.. --. ._.. .. . . - .. .. .mot•,:._:. ,�.:a'.. 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 i 1 r� � APPENDIX D 1 1 1 1 1 1 1 1 1 1 1 t `aJ _; �: Groundwater Analytical, Inc. GROUT�ID1�/i4T��' � � y ANALYTICAL �� 1 `� Buzzards Main Street - -• � Buzzards Bay, MA 02532 Telephone (508) 759-4441 FAX (508) 759-4475 ' October 11, 1995 1 Mr. David C. Bennett ' Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 ' Dear Dave: Enclosed are the Total Petroleum Hydorcarborr Analyses performed for the ' Zevitas 401 Main Street project, number B095-0976, sampled on 09-22-95. This project was processed for Standard Two Week turnaround. A brief description of the Quality Assurance/Quality Control procedures ' employed by Groundwater Analytical , and a statement of our state certifications are: contained within the report. This letter authorizes the release of the analytical results and should be considered a part of this report. Should you have an questions concerning this report, lease do not hesitate Y Y q 9 P � P a to contact me. ' Sincerely, a A �,/ Jonathan R. Sanford ' Vice President ' JRS�adw Enc osures GROUNDWATER ANALYTICAL ' EPA METHOD 418. 1 (Modified) Total Petroleum Hydrocarbons (IR) Field ID: TB-1 4-12' Lab ID: 11892-01 Project: Zevitas 401 Main Street/B095-0976 Batch ID: HI-0770-X ' Client: Bennett & O'Reilly Sampled: 09-22-95 Cont/Prsv: 5OOml Glass/Cool Received: 09-26-95 Matrix: Soil Percent Moisture: 2 % Extracted: 10-11-95 ' Analyzed: 10-11-95 ' PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons BRL 30 ' BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA EPA-600/4-19-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition ' (1986). GROUNDWATER ' ANALYTICAL EPA METHOD 418. 1 (Modified) Total Petroleum Hydrocarbons (IR) Field ID: TB-2 : 2-10' Lab ID: 11892-02 ' Project: Zevitas 401 Main Street/B095-0976 Batch ID: HI-0770-X Client: Bennett & O'Reilly Sampled: 09-22-95 Cont/Prsv: 500ml Glass/Cool Received: 09-26-95 Matrix: Soil Percent Moisture: 5 % Extracted: 10-11-95 ' Analyzed: 10-11-95 ' PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) ' Total Petroleum Hydrocarbons BRL 30 f , t BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 ' (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). GR13UNLIWATER ' ANALYTICAL EPA METHOD 418. 1 (Modified) Total Petroleum Hydrocarbons (IR) Field ID: TB-3 : 6-14' Lab ID: 11892-03 ' Project: Zevitas 401 Main Street/BO95-0976 Batch ID: HI-0770-X Client: Bennett & O'Reilly Sampled: 09-22-95 Cont/Prsv: 5OOml Glass/Cool Received: 09-26-95 Matrix: Soil Percent Moisture: 4 % Extracted: 10-11-95 ' Analyzed: 10-11-95 ' PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) ' Total Petroleum Hydrocarbons 9,800 280 1 . t Elevated reporting limit due to required sample dilution. BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotcmetric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983), Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test ' Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). 1 GR13UNDV1/ATER ANALYTICAL EPA METHOD 418. 1 (Modified) Total Petroleum Hydrocarbons (IR) Field ID: TB-3 : 16-20' Lab I.D: 11892-04 Project: Zevitas 401 Main Street/B095-0976 Batch ID: HI-0770-X Client: Bennett & O'Reilly Sampled: 09-22-95 Cont/Prsv: 500ml Glass/Cool Received: 09-26-95 Matrix: Soil Percent Moisture: 4 % Extracted: 10-11-95 ' Analyzed: 10-11-95 ' PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) it Total Petroleum Hydrocarbons 14,000 300 1 I t ' Elevated reporting limit due to required sample dilution. BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA .EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986;). ' ' GROUNDWATER ANALYTICAL EPA METHOD 418. 1 (Modified) Total Petroleum Hydrocarbons (IR) ' Field ID: TB-3 : 20-24' Lab ID: 11892-05 ' Project: Zevitas 401 Main Street/B095-0976 Batch ID: HI-0770-X Client: Bennett & O'Reilly Sampled: 09-22-95 Cont/Prsv: 500ml Glass/Cool Received: 09-26-95 Matrix: Soil Percent Moisture: 5 % Extracted: 10-11-95 ' Analyzed: 10-11-95 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) ' Total Petroleum Hydrocarbons 191000 300 ' ' ' ' ' ' ' Elevated reporting limit due to required sample dilution. BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for . Chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test ' Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). �I GROUNDWATER ANALYTICAL ' EPA METHOD 418. 1 (Modified) Total Petroleum Hydrocarbons (IR) Field ID: Sidewall E-S-W : 2-5' Southern Area Lab ID: 1.1892-06 ' Project: Zevitas 401 Main Street/B095-0976 Batch ID: HI-0770-X Client: Bennett & O'Reilly Sampled: 09-22-95 Cont/Prsv: 500ml Glass/Cool Received: 09-26-95 Matrix: Soil Percent Moisture: 8 % Extracted: 10-11-95 ' Analyzed: 10-11-95 ' PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) ' Total Petroleum Hydrocarbons BRL 30 1 I ' BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric; Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, IS EPA EPA-600/4-79-020, Revised 11983). Adapted for solids by Method 1141 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). GROUNDWATER ' ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) Field ID: BOH @ 5' Southern Area Lab ID: 11892-07 Project: Zevitas 401 Main Street/BO95-0976 Batch ID: HI-0770-X Client: Bennett & O'Reilly Sampled: 09-22-95 Cont/Prsv: 5OOml Glass/Cool Received: 09-26-95 Matrix: Soil Percent Moisture: 7 % Extracted: 10-11-95 ' Analyzed: 10-11-95 ' PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) y Total Petroleum Hydrocarbons BRL 30 V , BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 ' (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). GROUNDWATER ' ANALYTICAL QUALITY ASSURANCE Project Narrative Project: Zevitas 401 Main Street/B095-0976 Lab ID: 11892 ' Client: Bennett & O'Reilly Received: 09-22-95 ' A. Physical Condition of Sample(sl This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. B. Project Documentation This project was accompanied by satisfactory Chain of Custody documentation. All sample container label (s) agreed with the Chain of Custody. ' a sis of Sample(s)C. An ly No analytical anomalies or non-conformances were noted by the laboratory during the processing of these samples. All data contained within this report are released without qualification. 1 M 228 Main Street RDUNDWATER Buzzards Bay,MA02532 CHAIN-OF-CUSTODY RECORD N9 20026 NALYTICAL Telephone(508)759-4441 AND WORK ORDER FAX(508)759-4475 jec1 Name: Firm: TURNAROUND ANALYSIS REQUEST 1106 LibI rywn 9 �1^/�1 tF� (` �+[, Volellle� Samlvoletllee Pee MerNPCB• �VI. PN olawn HYdrou Em Ga w al STANDARD(10 Business Days) E=tractable IvollEn TP olrvr waste cneml,vy Oner /neject Number: Address: ���LL ❑ PRIORITY(5 Business Days) o LYt�"�1v WICIW� ❑ RUSH(RAN ) o Jl 3 o`o d b rmso 2 _ (Rush requires Rush Authonxation Numbed E o .$ mpler Name: City/State/Zip: Please FAX YES ❑ NO ❑ ❑ ❑ ❑ ❑ ❑o❑ ❑❑ ❑ a ❑❑ /r{/'1 FAXNumbe. 8 25� � < < o 09 5 ject Manager: Telephone: BILLING y a on y m A R Sir U 10-C L i lJ Purchase Order No.: GWA Reference No.: o ❑ o o ❑ 0 0 o TRUCTIONS:Use separate line for each container(except duplicates). o � `� � ❑ r B x m g w ampling Matrix Type Conlalner(s) Preservation Filtered z B 8 $ $ e =aa $ S e `0 a o ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �; ri a s LABORATORY w "w ¢ o a ❑ SAMPLE t w < o g �"? "F' NUMBER n a a d IDENTIFICATION " i? m m 0 5 ] (Lab Use On R o g ¢$ e Y ;) o o e F E E c7 a 6 N ¢ `� `� o ^,d 3 ran cai z x x 3 u } °z ❑ a o a a ❑ ❑ ❑ ❑ a ❑ a a o ❑ ❑ ❑ ❑ ❑ ❑ r a o o ❑ o 0 o c ❑ 1.L I�1S "rQ'1 4-IlJ I 112 d � O I 2:to 16-2: 2-lol �ba Z:30 -3: 6-141 Z53 Z:HS 11�-3 b-20 1 - -DLI Al too, s�ao u E S w 1 REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific QC NTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. Shipping/Airbill Number: Many regulatory programs and EPA methods require project specific OC. li ui b pl D to Time Re awed by: ❑Safe Drinking Water Act Project specific OC includes Sample Duplicates.Matrix Spikes,and/or �'} Matrix Spike Duplicates.Laboratory OC is not project specific unless j W O✓' -�-'1 Ti c-✓1 ❑NPDES/Clean Water Act prearranged.Project,specific OC samples are charged on a per sample www basis.For water samples.each MS.MSD and Sample Duplicate requires El RCRA/Haz.Waste Char. an additional sample aliquot. squish d by D le Time Received by: Custody Seal Number: MA MCP(310 CMR 40) _ I '& Reportable Conc Iralions Project Specific OC Required Selection of OC Sample Re' wished by: a Time Re ived by La oratory: ❑RCGW-1 RCS-1 ❑Sample Duplicate ElSelected by laboratory Cooler Serial Number: ElRCGW-2 ❑RCS-2 ❑Matrix Spike ❑Please use sample: ' (1 , ❑Other: ❑Matrix Spike Duplicate Method of Shipment: WA Courier Express Mail Federal Expre UPS ❑Hand ❑ GROUN13 e/ATER ANALYTICAL QUALITY ASSURANCE QA/QC Program Statement ' 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, Third Edition (Revised 1992) . Quality Control protocols include Standard Operating Procedures (SOPs) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references . Equipment and facility maintenance conform to Good Laboratory Practices (GLPs) . 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 calibration standard, one method blank, one laboratory control sample, and one matrix spike and one sample duplicate for each sample batch. All samples, standards, blanks, laboratory control samples and matrix spikes are spiked with internal standards and surrogate compounds. GC/MS systems are tuned to BFB 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 calibration standard, one method blank, one laboratory control sample, one matrix spike and one sample duplicate for each sample 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. Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples which are analyzed together with the same method and with the same manipulations sequence and the same lots of reagents ulations common p q to each sample within the same continuum of time within a 24 hour period. ' Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliqot 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. 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 compounds representative of the method analytes. Accuracy is defined as the degree of agreement of a measured value with the true or expected value. Percent Recoveries for the Laboratory ' Control Sample are calculated to assess accuracy. Surrogate Compounds are used to assess the effectiveness of the method in dealing with each sample matrix. Surrogate Compounds are organic compounds ' which are similar to organic analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. III GROUNDWATER ' ANALYTICAL QUALITY ASSURANCE Laboratory Control Sample Recovery Category: EPA Method 418. 1 (Modified) ' Batch ID: HI-0770-XL Matrix: Soil Units: mg/Kg ' Laboratory Control Sample SPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT RECOVERY LIMITS ' Fuel Oil No. 2 850 720 84 % 80-120 li 1 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 QUALITY ASSURANCE Method Blank Category: EPA Method 418.1 (Modified) Batch ID: HI-0770-XB1 Matrix: Soil ' PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) ' Total Petroleum Hydrocarbons BRL 30 i I BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 ' (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA EPA-600/4-19-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition ' (1986). GROUNDWATER ' ANALYTICAL QUALITY ASSURANCE State Certification CONNECTICUT Certificate Number Department of Health Services PH-0586 Potable Water, Wastewater/Trade Waste, Sewage/Effluent, and Soil: Purgeable Halocarbons, Purgeable Aromatics, Pesticides, Phenols, O U and Grease, Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium-T, Chromium-VI, Cobalt, Copper, Iron, Lead, Magnesium„ Manganese, Mercury, Nickel, Potassium, Selenium, Silver, Sodium, Thallium, Tin, Vanadium, Zinc, Cyanide, TDS, Ammonia, TKN, Nitrate, ' Ortho-Phosphate, Alkalinity, Hardness, Chloride, Fluoride, pH, Conductivity MAINE Certificate Number Department of Human Services N/A ' Reciprocal certification in accordance with Massachusetts certification for drinking water parameters. MASSACHUSETTS Certificate Number ' Department of Environmental Protection MA103 Potable Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel , Selenium, Silver, Sodium, Thallium, Nitrate-N, Fluoride, Cyanide, Calcium, Total Alkalinity, Total Dissolved Solids, pH, Langelier Index, Trihalomethanes, Volatile Organic Compounds, 1,2-Dibromoethane, 1 1,2-Dibromo-3-chloropropane. Non-Potable Water: Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium, Cobalt, Copper, Iron, Lead, Manganese, Mercury, Molybdenum, Nickel , Selenium, Silver, Strontium, Thallium, Titanium, Vanadium, Zinc, pH, Specific Conductivity, Total Dissolved Solids, Total Hardness, Calcium, Magnesium, Sodium, Potassium, Total Alkalinity, Chloride, . Fluoride, Ammonia-N, Nitrate-N, Kjeldahl-N, Orthophosphate, Total Cyanide, Oil and Grease, Total Phenolics, Volatile Halocarbons, Volatile Aromatics, Chlordane, Aldrin, Dieldrin, ODD, ODE, DDT, Heptachlor, Heptachlor Epoxide, Polychlorinated Biphenyls (Water), Polychlorinated Biphenyls (Oil). 1 MICHIGAN Certificate Number. Department of Public Health N/A Drinking Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Cyanide, Fluoride, Lead, Mercury, Nickel , Nitrate, Nitrite, Selenium, Silver, Sodium, Sulfate, Thallium, Total Trihalomethanes, Regulated and Unregulated Volatile Organic Chemicals. NEW HAMPSHIRE Certificate Number ' Department of Environmental Services 202791-A/B Drinking Water: Lead, Selenium, Silver, Thallium, Trihalomethanes, Volatile Organics, Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Mercury, Nickel, Fluoride, Total Filterable Residue, Calcium, Alkalinity, pH, Corrosivity, Total Cyanide, Vinyl Chloride, DBCP and EDB. Wastewater: Arsenic, Beryllium, Cadmium, Cobalt, Copper, Iron, Mercury, Manganese, Nickel, Lead, Selenium, Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, pH, Total Hardness, Calcium, Sodium, Potassium, Total Alkalinity, Chloride, Fluoride, Nitrate-N, TKN, Orthophospates, Total Phenolics, Oil & Grease, PCBs in Oil, Pesticides, Volatile Organics, Titanium, Total Cyanide, PCBs in Water. RHODE ISLAND Certificate Number ' Department of Health A54 Potable Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Thallium, Nitrate, Nitrite, Fluoride, Turbidity, Chlorine, Total Filterable Solids, Calcium, pH, Alkalinity, Sodium, Corrosivity, Sulfate, Cyanide, Trihalomethanes, Chlorinated Hydrocarbon Pesticides, PCBs, Herbicides, Volatile Organic Compounds (EPA 524.2 and 504) and PAHs. Non-potable and Man Waste Waters: Aluminum, Arsenic, Beryllium, Cadmium, Cobalt, Chromium, Copper Iron Mercury, Manganese, , Nickel , Lead, Selenium, Vanadium, Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, Titanium, pH, Conductance, TDS, Hardness, Calcium, Magnesium, Sodium, Potassium, Alkalinity, Chloride, Fluoride, Sulfate, Ammonia, Nitrate, Orthophosphate, TKN, Total Phosphorous, Cyanide, Non-filterable solids, Oil and Grease, Total Phenolics, Chlorine, PCBs in Water, PCBs in Oil , Chlorinated Hydrocarbon Pesticides, Volatile Halocarbons, Volatile Aromatics, Acid Extractables and Base/Neutral Extractables. MICRO-BAC INTERNATIONAL, INC. 3200 N. IH 35 ROUND ROCK, TEXAS 78681-2410 ' PH.(512)310-9000. FAX (512)310-8800 ' LABORATORY REPORT Date Received: 23 October 1995 Sample: 1182 ' Sample Site: Zevitas Client: Bennett & O'Reilly Address: 401 Main Street; Centerville,MA Date Completed: 31 October 1995 I ' Treatment Rating: Good with PBS+OSNF#1 ' Comments: On 23 October 1995,Micro-Bac International Inc. received two samples for hazardous waste treatability testing. One of these was a tan,moist soil with a strong chemical odor. The sample was hydrated,and the pH was shown to be approximately 7. ' Hazardous waste treatability tests were set up using the following bacterial products: M-1000H* M-1000H*+OSNF#1 ' PBS PBS +OSNF#1 A small amount of water was added to facilitate testing. A control sample consisting of soil and water ' alone was also set up. All samples were allowed to incubate at 25°C for seven days. Microscopic examination revealed an excellent number of bacteria with excellent activity in the sample ' treated with PBS+OSNF#1. There was a very good number of bacteria with excellent activity in the sample treated with M-1000H*+OSNF#1. The sample treated with PBS alone showed a good number of bacteria with good activity,and the sample treated with M-1000H* showed a fair number of bacteria ' with fair activity. The control sample had a good number of bacteria with poor activity. The sample treated with PBS+OSNF#1,had a filmy material floating in the water phase of the sample. The sample treated with M-100011*+OSNF#1 had a dark band at the top of the soil phase,and a filmy material floating in the water phase. There were no other changes in the physical characteristics of the soil. Please feel free to contact us if any additional information is needed. Thank you. ' Test Performed By RBH Report Prepared By RBH Judy Ritchie, Laboratory Manager ' cc: Andrew Timmis Mike Hargctt ' Dcnnis Ray Schncidcr,Ph.D. GROUNDWATER 228 Main Street Analytical, Inc. i.il r 228 Main Street ' ANALYTICAL ALYTIC A L Buzzards Bay, MA 02532 j�°'�) a �'1 Telephone(508) 759-4441 =AX(508; 752-4475 ' September 18, 1996 ' Mr. David C. Bennett Bennett & O'Reilly, Inc. P.O. Box 1667 ' Brewster, MA 02631 Dear Dave: ' Enclosed are the Volatile Organic, Semivolatile Organic, and Total Petroleum Hydrocarbon Analyses performed for the Zevitas/401 Main St project, number B096-0976, sampled on 09-12-96. This project was processed for Rush turnaround. A brief description of the Quality Assurance/Quality Control procedures employed by Groundwater Analytical , and a statement of our state certifications are contained within the report. This letter authorizes the t release of the analytical results and should be considered a part of this report. ' Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Jonathan R. Sanford i Vice President ■ JRS�ecb ' Enc osures F 9-1e-96. 19:13 ;GF.OUN04Z:STER ANALYTICAL BENNETT 60 GROUNDWATER" ANALYTICALEPA METHOD 418.1 (modified) Total Petroleum Hydrocarbons (IR) ' Lab ID: 14351-08 Batch iD: H;-086A- Field ID: TB-5 20-22 Main St/BO96-0976 Sampled: 09-12-96 ' Project: ZevitasJ Client, Bennett & O'Reilly Received: 09-13-96 Cont/Prsv: 500ml Glass/Cool Extracted: 09-16-96 Matrix: Soil Percent Moisture: 4 '� Analyzed: 09-17-96 CONCENTRATION REP-ORTIWI ' PARAMETER 011q Kg) (gig/K.4) y; d•rocarbcns BRL 'i Teal Petroleum by I I, Hydrocarbons, Total Recoverable, 14ethods for chemical Analysis BRL Below Reporting Limit. calculations `basedd on dry sample weight. Method Raference: tho 118 - Petroleum y Me (Spectrophotometric, Infrared) Adapted for solids by of Water and W 3540 astes, US EPA EPA-600/4-74-020, Revised �198Solid Waste, Us EPA SW-846, Third Edition Test Methods for Evaluating 9-1.9-9G, 19:03 ;GROUNDWATER ANALYTICAL BENNETT 50G 759 447,• 9 8 1 (FRO A ER ANALYTICALEPA METHOD 418.1 .(Modified) ' Total Petroleum Hydrocarbons (IR) Lab ID: 14351-07 Field IQ: TB-4 23-25 Batch 10: 4i1-U864- Project: 7-evitas/401 Main St/B096-0976 Sampled: 09-12-96 ' Client: Bennett & O'Reilly Received: 09-13-96 Cont/Prsv: 500ml Glass/Cool Extracted: p_i6-96 i•tatrlx: Soil Percent Moisture: 16 % Analyzed: REP"'jJ•iC� L Ii^IT CONCENTRATION �,o 790 36 � ' PARAMETER (mg/K9) , ` / Total Petroleum Hydrocarbons 418.1 8RL - Below Reporting Limit. calculations based on dry sample weight. Method Referfeon`ehemi'calrAnalysis ' - Petroleum Hydrocarbons, Total Recoverable, Methods Method 3540 (Spectrophotometric, Infrared) Adapted for solids by of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1963}, +i Test Methods for Evaluating Solid Waste, US EPA SW-346, Third Edition 9-13-96. 19:03 ;GROUNDWATER ANALYTICAL BENNETT Bey 759 4475;410/13 GROUNDWATER ' ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) Lab 10: 14151-09 Field 10: TB-6 20-22 Batch IG. Hl 086-+ Project: 7evitas/401 Main St/B096-0976 Sampled: 09-12-96 ' Client: Bennett & O'Reilly Received: 09-13-96 Cont/Prsv: 500m1 'Glass/Cool Extracted: 09-16-96 Matrix: Soil Percent Moisture: 5 .% Analyzed: 09-17-96 CONCENTRATION REPGRTIN u L.-L k PARAMETER (mg/Kg) `mg'Ka) Total Petroleum Hydrocarbons BRL Ja BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: I•ie4hcd 418.1 ' - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemi Met Analysis 540 (Spectrophotometric, Infrared) Adapted for solids by of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). c,r•rctior, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition 9-18-96- 19:03 ;GROUNDWATER ANALYTICAL BENNETT_ 508 759 4175;4 2,, 1' I1 � - GROUNDWATER ANALYTICAL EPA METHOD 8020 ' Volatile Aromatics (GC/PID) Field ID: M4l-1 Lab ID: 14351-01 Batch ID: VG2-0914-Yi Project: Zevitas/401 Main St/BO96-0976 Sampled: 09-12-96 Client: Bennett & O'Reilly Received: 09-13-96 ' Cont/Prsv: 40mL VOA Vial/HC1 Cool Analyzed: 09-13-�6 Matrix: Aqueous PARAMETER CONCENTRATION REPORTING LIMIT ' (u9/L) {uu/L) BRL 5 Denzene BRL 5 Toluene BRL 5 Chlorobenzene BRL 5 Ethylbenzene c, ' ,meta-and para-Xylene 5 5 ortho-Xylene BRL 5 1,3-Dichlorobenzene BRL 5 1 ,4-Dichlorobenzene BRL 5 1 ,2-Dichlorobenzene QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC CIi�11L !- a,a,a-Trifl uoratoluene ' 30 28 93 0,1, 87 - 113 '! t ' limit due to required sample dilution. BRL = Below Reporting Limit. Woai'c�rg=* Elevated reporting Test Methods for Evaluating Solid Method References: Method 8020 - Aromatic Volatile Organics, 1 9-13-96- 19 :13 ;GROUNDWATER ANALYTICAL BENNETT 51)3 739 447.5 # • 13 GROUNDWATER ANA LYTiCAL EPA METHOD 8020 ' Volatile Aromatics (GC/PID) ' Lab I0: 14351-02 Field ID: Mw-2 Batch ID: VG2-0914-W Project: Zevitas/401 Main St/BO96-0976 Sampled: 09-12-96 Client: Bennett 8► O'Reilly Received: 09-13-96 Cont/Prsv: 40mL VOA Vial/HC1 Cool Analyzed: 09-13-96 Matrix: Aqueous CONCE"ITRATION REPORTING L1�l' , ' PARAMETER tug/,) (ug/I i BRL 1 ' Benzene BRL 1 Toluene BRL 1 Chlorobenzene BRL Ethylbenzene BRL 1 meta-and Para-Xylerle qRL i artno-nyIene BRL ` 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL I ' ?-Dichlorobenzene L Lii9IT QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY Gr a,a,a-Trifluoroto•iuene 30 ' a ences: Method 8020 - Aromatic Volatile Organics, rest r•lathods BRL = Below Reporting Limit. Method Refer US_EPA_SW-846, Third Edition (1986). 1 9-18-96. 19 :03 ;GROUNDWATER ANALYTICAL BENNETT 508 i59 4473;9 r r GROUNDWATER 1RilALY'���Ar� � EPA METHOD 8020 volatile Aromatics (GC/PID) ' Lab ID: 14351-03 Field ID: MW-3 Batch ID: VG2-0914-'rf Project: Zevitas/401 Main St/BO96-0976 Sampled: 09-12-96 Client: Bennett & O'Reilly Received: 09-13-96 ' Cont/Prsv: 40mL VOA Vial/HCl Cool Analyzed: 09-13-96 Matrix: Aqueous CONCENTRATION REPGRTIi�iu LIM' PARAMETER u /L �u9/Li BRL 1 ' 6enze"re BRL I Toluens BRL I Chlorobenzene BRL 1 Ethyl benzer+e BRL meta-and Para"-Xy i en el BRL1 rtho-Xyylene BRL , I,3-Dichlorobenzene BRL i 1 4-Dichlorobenzerie BRL r i,2—D1ChiarCbenze?'1= - QC. SURROGATE COMPOUND SPIKED MEASURED RECOVERY C LIMITS r 29 lin � a,a,a-Tri fl uorotol uerle 30 r . r r r - r80?0 - Aromatic Volatile Organics, BRL = Below Reporting Limit. Method References: Method ,;a +j <rP Us EPA SW-846, Third Edition (1986). 9-18-98r 19:03 ;GROUNDWATER ANALYTICAL BENNETT 50c 759 4475; z 5,'1-- GROUNDWATER ANALYTICAL EPA METHOD 8270/PAH (Modified) ' Sem ivolatile Organics (GC/MSied) ' Lab ID: 14351-04 Field ID: MW-1 Batch ID: SB-0393-F Project: Zevitas/401 Main St/8096-0976 Sampled: 09-12-96 Client: Bennett & O'Reilly Received: 09-13-96 ' Cont/Prsv: 1L Glass/Cool Extracted: 09-17-96 Matrix: Aqueous Analyzed: 09-17-96 CONCENTRATION REPORTING L7111'1IT ' PARAMETER (u9/L) l'aOi'-r 0.2 0.1 ' ;Naphtha i e-rie 0.3 0.1 2-Methy1 0.1 napphthol ene p 4 Acenaphthylene 1 .8 G.1 Acenaphthene 2 .6 0•i ' Fluorene 2.6 0.1 Phenanthrene 0 .2 0•i Anthracene BRL 0. 1 ' Fluoranthene 0 2 O.s Pyrene BRL 0.1 Benzo(a)anthracene BRL 0•1 Chrysene BRL 0.1 Benzo b Fluoranthene BRL G. 1 Benzo�k�Fluoranthene BRL 0. 1 Benzo(a)pyrene BRL 0. 1 Indeno(1,2,3-cd)pyrene BRL 0. i Dibenz(a,h)anthracene BRL 0. i Benzo(g,h,i)perylene QC SURROGATE C01-POUNDS SPIKED MEASURED RECOVERY QC LIMITS ' 6 9. 35 - 114 `° ' Nitrobenzene-d5 6 5.1 3�53 % 43 - 116 2-Fluorobiphenyl 6.8 71 % 33 - 141 Terphenyl-d14 6 Reduced reporting limit achieved by modification of sample preparation BRL = Below Reporting Limit. protocol and operation of mass spectrometer in selected ion monitoring (SIM) mode. Method Reference: es and Method 3611 - Alumina coluhromatography/and aSeparation ometry etrCapi�llary tcolumn Technique, Test SMethods{for ' Organic compounds by Gas C Evaluating Solid Waste, US EPA SW-846, Third Edition (Revised 1990). Parameter list abbreviated for only o (PAH) anal ytes. ' 9-18-96' 19:03 ;GROUNDWATER ANALYTICAL BENNETT 508 759 44 75;; GROUNDWATER ANALYMAL EPA METHOD 8270/PAH (Modified) Semi vol atile Organics (GC/MS-SIM) ' Lab 10: 14351-05 Field ID: MW-2 Batch ID: SB-0393-F Project: Zevitas/401 Main St/BO96-0976 Sampled: 09-12-96 Client: Bennett & O'Reilly Received: 09-13-96 ' Cont/Prsv: 1L Glass/Cool Extracted: 09-17-96 Matrix: Aqueous Analyzed: 09-17-96 ' CONCENTRATION REPORTING LIMIT PARAMETER (gag/L) (u9/i GRL 0.1 ' Naphthalene BRL 0.1 2-Methy1naphthalene BRL 0.1 Acenaphthylene BRL 0.1 Acenaphthene BRL 0'1 ' Fluorene BRL 0.1 Phenanthrene BRL Anthracene BRL 0.1 ' Fluoranthene BRL 0.1 Pyrene BRL 0.1 8enzo(a)anthracene BRL 0.1 Chrysene BRL ''I ' Benzo b Fluoranthene BRL 0.1 Benzo�k�Fluoranthene BRL 0.1 Benzo(a)pyrene BRL 0.1 Indeno(1,2,3-cd)pyrene BRL 0 1 ' Dibenz(a,h)anthracene BRL `'' 1 Benzo(g,h,i)perylene QC SURROGATE COMPOUNDS SPIKED MEASURED RECOVERY QC LiMITS I 9.6 4.4 4 5 313 - 114 io Nitrobenzene-d5 9 6 5.5 57 �, 43 - 1, 16 2-Fluorobiphenyl 6.2 64 °% 33 - 141 Te•rphenyl-d14 � 6 i BRL = Below Reporting Limit. Reduced reporting limit achieved by modification of samplen preparatio protocol and operation of mass spectrometer in SoneCofd ion Petroleum1Wastes and Method 827p method Semivolatile ' Method 3611 - Alumina column Cleanup and Separate Test Methods for Organic compounds by Gas Chromatography/Mass Spectrometry: Capillary Column Technique, Evaluatir:g Solid Waste, US EPA SW-846, Third Edition (Revised 1990). Parameter list abbreviated for only w"A- ,rhos (PAN) analytes. i 9-18-96^ 19 :0'3 ;GROUNCWATER ANALYTICAL BENNETT 50:= 759 4475;4 GROUNDWATER ' ANALYTICAL EPA METHOD 8270/PAN (Modified) Semivolatile Organics (GC/MS-SIM) Lab ID: 14351-06 Field ID: MW-3 Batch ID: SB-0393-r Project: Zevitas/40I Main StJ8096-0976 Sampled: 09-12-96 ' Client: Bennett & O'Reilly Received:. 09 13-96 Cont/Prsv: IL Glass/Cool Extracted: 09-17-96 Matrix: Aqueous Analyzed. 09 1i-96 CONCENTRATION REPORTING LI�iIT PARAMETER (ug/L} ',""g% BRL 0.1 Naphthalene BRL 0.1 2-Methylnaphthalene BRL O.l Acenaphthylene BRA' 0. 1 O.i Acenaphthene BRL 0. 1 Fiu-rene °RL Phenanthrene BRi_ 0 . Anthracene BRL 01 , ' Fluoranthene BRL 1 Pyrene BRL 0.i Senzo(a)anthracene BRL 0.1 r Chrysene BRL G - s Benzo b)Fluoranthene BRL 0 Benzo�Wluoranthene BRL 0•1 BRL 1 Senzo(a)p_vrene 0. 1 Indeno(1 ,2,3-cd)pyrene BRL Dibenz(a,h)anthracene BRL C. i 6enzo(g,h,z}pery1e11e SURROGATE COMPOUNDS SPIKED MEASURED RECOVERY C LIP1iT QC �, 35 - lid 19 3.7 4 Nitrobenzene-do 10 11 59 v% 2-Fluorobiphenyl 19 13 68 Terphenyl d!4 I ' I a,at i oa BRL = Below Reporting Limit. Reduced reporting limit achieved by modification or sample p"e P protocol and operation of mass spectromeete oratioin of selected Petroleurn ion monitoring and M Method 8270 - Semevolatile ' Method 3611 - Alumina column cleanup an e P Column Technique, Test Methods for organic Compounds by Gas Chromatography/Mass spectrometry: capillary _valuating solid Waste, US EPA SW-846, Third Edition (Revised 1990). Parameter list abbreviated for only 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9-18-9'6 19 :03 ;GROUNDWATER ANALYTICAL SENNETT 508 759 ' 4475; m11,'1'- GLYLER ANALYTICAL QUALITY ASSURANCE Project Narrative ' Lab ID: 14351 Project: Zevitas/401 Main St/B096-Og76 Received: 09-13-96 Client: Bennett & O'Reilly A. Physical Condition of SamDla(sl This project was d b the laboratory in satisfactory condition. The receivey sample(s) were received undamaged in appropriate containers with the correct ' preservation, project Document tion s project was accompanied by satisfactory Chain of Custody documentation. Thi p J reed with the Chain of Custody. The sample container label (s) ag ' C. Anal sis of Sample s` No analytical anomalies or these^samplesances Allwere datancandtaoinednwithinrthoisJ during the processing i report are released without qualification. N°_ Qw��w�A�� 228 Main Street I'VO �/"� But. Bay,MA 02532 CHAIN-OF-CUSTODY RECORD _ p/r w Telephone(5Ds)759-4"1 AND WORK ORDER �'>.. :.. I l l L./`1 L FAX(5(Iti)759-4475 I I ='•: Firm: TURNAROUND ANALYSIS REQUEST - 03.Q , " ` Vdedb. SemlvotPdtM PeeN/—!s s/abl. E,s. Tp vasra Q.emis !j,• &, 1!l l�].4-00t`��r�C ❑ STANDARD(/0 BusEa ... er. Address: ❑ PRIORITY(5 Busine o _ LL -r RUSH(RAN. - _'� ; Qo - 8 � .`a rD° W u=i w � O �City/State/Lp: Please FAX Y $7� W FAX Nurnber �z I a a ra a N 6 9� Telephone: BILLING N o 'r r:� -i!.;_.w t ( gy •� Purchase 70rd�.,No.: GWA Reference No.: 0 � t7 cMo e= " < �>r`1S:Use separate line(or each container(except dup[icales). b �_ yyy �i e IAatrlx Type Container(s) Preservation Fife ea rR LABORATORY< o NUMBER (La c G N b Use Only) iDESt7i1FICATION AMPLE E ¢ q a s c ns A 8 m o o G a o ao a o ° o ° o a Cl ° Z -7 t�1 n r•'el-" i( icy s tY1+�-I� 1 X 17 '{R_ = X H H r CHAIN-OF-CUSTODY RECORD _MARKS!SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES in gbbili Number Project Specific;IC OC NOTE'Aa samples submitted cubjed to Standard Terms and Con ru tliiio on reverse fwed. Shipp R Pro ee Regulatory Program ) p Time Received by: Many regulatory programsand EPA methods requve project specdk QC. Relinquished by Sampler: Oa e £r (]Sale Drinking Water Ad Project specific OC includes Sample Duplicates,Malnx Spikes,ender 9�z j.•�U 1 L� Matrix Spike Duplicates.Laboratory OC Is not project specific unless / CuSlody Seal Number. ❑NPOES/Clean Water Act prearranged.Protect-pectic QC samples ale charged on a per sample Date Time Received by. basis.For water samples.each MS.MSD and sample Duplicate requires Re ishdd y: ❑RCRAlHaz.Waste Char. an addltbnal sample aliquot. C7 MA MCP(310 CMR 40) J flepoilable Concentrations project Specific OC Required Selection of QC Semple Reli lshed b. ate Time Received by t°fy Cooler Serial Number . ARCGW-1 ❑RCS-1 ❑Sample Duplicate ❑Selected by laboratory ❑RCGW-2 ❑flCS-2 /�k&1 1'03AA 0Matrix Spike Q Please use tampH: , f❑Dtlter ❑Matrix Spike Duplicate Method of Shipment: A Courier❑Express Nail ❑Federal Ex ss t� ❑UPS ❑Hand ❑ cn m:` to J: to N: I' 1 1 1 1 1 � APPENDIX E 1 1 1 1 1 1 1 1 1 1 BENNETT /1 IL LY Inc. Q, ' Engineering, Environmental & Surveying Services 84 Underpass Road Sanitary 21FJSite Remediation Property Line P.O. Box 1667Brewster, MA 02631 Site Development Hydrogeologic Survey Subdivision Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Consulting Trial Court Witness 508-896-4687 Fax 1 QUALITY ASSURANCE AND QUALITY CONTROL PLAN Quality Assurance and Quality Control Program ' For Soil and Groundwater Remediation Plan ' INTRODUC TION ' This Quality Assurance and Quality Control (QA/QC) Program outlines the purpose, policies, organization and operations to support sampling work conducted by BENNETT & ' O'REILLY, INC. Implementation of this program will help 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: Quality Assurance refers to the concepts used in defining a system for verifying and maintaining a desired level of quality in a product or process. ' Quality Control is a specific, step-by-step Q ry p 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 this QA/QC Program may be made only after specific approval by the QA/QC Officer (Project Manager). i ' The specific objectives of the QA/QC Program are to: 1. specify the level of quality of each field procedure used in collecting ' samples; 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 P q ty produced. The Project Manager 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 Quality Control Plans; 2. obtain analytical and sampling procedure reference materials; ' 3. ensure that all field test and measurement equipment is maintained and calibrated properly; ' 4. monitor quality assurance activities to ensure conformance with authorized policies, procedures, and sound practices, and recommend improvements as necessary; t5. 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 g Y indirectly jeopardize the utility of resulting analytical data, such as improper calibra- tion of equipment or cross contamination through improper storage of samples; 7. ensure that sample handling procedures are adequate for the sample types received; ' and, ' 8. inspect the quality of purchased sampling materials. 2 SAMPLE MANAGEMENT, COLLECTION, AND PREPARATION Introduction 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 and stringent documentation are essential for successful quality assurance. Sample Management The management of samples, up to the point of deliveryto the laboratoryfo r 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 taken during that sampling effort prior to correction of the procedure will be discarded and fresh ' samples taken. In the field sampling effort, control samples (duplicates and blanks) are introduced into the sample set or batch. Random introduction of control samples is typically accomplished during the logging in process without leaving such clues as a sudden perturbation in the sequence of laboratory numbers ' or the appearance of a cleaned up extract in a round of soil samples. Sample Collection Ground water Monitoring wells will be sampled in accordance with the following sampling procedures: 1. Identify the well and record the well number on the ground water sampling record. 2. Open the well cap and measure organic vapor levels at the wellhead with the use of a portable organic vapor analyzer. Record levels detected. ' 3. Measure ground water level to the nearest 0.01 foot from the top of the well riser pipe using an electric 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 ' the Monitoring Well Sampling Log. At least three well volumes will be purged by pump, separate pre-cleaned polyethylene tubing will be used in each well. I � 3 5. Samples will be collected using a bailer. Samples will be transferred from the bailer ' and poured into containers, taking care as to minimize agitation of the sample. ' 6. Sample containers will be properly labeled with tags provided by the laboratory. Samples will be logged in on a sample log sheet and a chain-of-custody form. ' 7. Samples taken for precipitate metal analysis will be acidified to a pH of less than 2.0 in the field. ' When sampling water for volatile compounds, care must be exercised to prevent loss of compound through evaporation. Precautionary measures include: ' 1. preventing aeration of the sample with the atmosphere or any other gas; 2. filling bottles to capacity with sample and securing cap without entraining air ' bubbles; 3. placing samples on ice (approximately 4 Q immediately after collection; and, ' 4. analyzing sample as soon as possible within the a collec- tion. p p h specific holding times after collec ' tion. Soils When collecting and screening soil samples, the procedures to be used are: 1. Prior to sampling surficial locations, surface vegetation, rocks, leaves, and debris will be cleared from the sample point to allow collection of a clean soil sample. Surface soil samples, if taken, will be taken with the use of a hand trowel or shovel ' and spatula. The sampling equipment will be decontaminated as outlined below. 2. Boring samples will be taken by drill rig-operated split spoon procedures. Soil ' samples collected from excavations or test pits will be collected directly with a hoe (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 stain- less steel spatula will be used to remove soil from the backhoe bucket for placement in the appropriate sample containers. ' Soil samples for HNU-101 volatile organic field 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. 4 3. Soil samples will be stored and shipped in appropriate sealed containers. ' Sample containers will be marked to indicate sampling 4. S ng date, time, location, and p P b depth. Samples will be logged in or chain-of-custody forms (copy attached). 5. 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 soil boring/monitoring well installation log or test pit field log (copies attached). ' Soil sampling equipment(trowel, shovel, or spatula) will.be decontaminated between each sampling location with a potable water rinse, alconox soap wash, potable water rinse, and 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 Procedures c t' f 'cal in water samples during transit and To prevent or retard the degradation/modification aeon o chemicals p g ' storage, the samples will be preserved by refrigeration at or below 4 C and stored in glass bottles with Teflon-lined lids. Samples containing inorganic compounds will be stored in plastic polyethyl- ene containers. Samples will be delivered to the laboratory by courier or by overnight delivery ' service. DATA MANAGEMENT Logging of Samples ' The accountability of a sample begins when the sample is taken from its natural environment. Sample handling (chain-of-custody) records must be completed at the time of sampling (refer to Figure 1). The following chain-of-custody procedure must be implemented by the Field Team Leader ' to assure sample integrity. ' 1. 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. 5 1 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. ' 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; P J P C g ' 2. the matrix being sampled (air, ground water, soil, etc.); 3. the sampling date and time; 4. field sample identification number and chain-of-custody identification number; t5. the number and type of containers and the type of preservative used (if any); and, 6. signature of the person performing the sampling. t 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 identifica- tion 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. 6 84 Underpass Road P.O. BENNETT & O'REILLY Inc. Box 1667 � Brewster, MA 02631 Engineering and Environmental Services (508) 896-6630 ' MONFOR WELL SAMPLING LOG ' CLIENT DATE(S) LOCATION JOB 4 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) (gallons) (ppm) (feet) (feet) (feet) (feet) NOTES: 1 1 1 BENNETT A O' REILLY, Inc. Engineering & Environmental Services 84 Underpass Road 1 Sanitary 21FJSite Remediation PO Box 1667 Site Development Hydrogeologic Survey Brewster, MA 02631 Waste Water Treatment Water Quality Monitoring 508-896-6630 1 Water Supply Planning 508-896-4687 Fax 1 INSPECTOR'S DAILY RECORD OF WORK PROGRESS Date 1 Project Tide Project No. Day S M T I N_V TH P I S 1 Weather: Bright Clear overcast Rain Snow Sun Feature Temp: I to 32 32 to 50 50 to 70 70 to 85 85 up Still Moderate High Repon Wind: No 1 Contractor Type of Work Humidity: Lary Modemte Humid 1 Contractor's Work Force(Indicate classifications, including Subcontractor personnel) 1 Equipment in use or idled(Identify which) 1 Materials or Equipment Delivered 1 Non-Conforming Materials or Work(Describe reason for non-conformance) 1 Field Problems Which could result in delay or claim ( Y ) iI Quantities of Pay Items Placed 1 Summary of Construction Activities 1 ' Inspections of Previously Reported Deficiencies 1 ENNET T REILLY, Inc. ' Engineering, Environmental & urveying Services 84 Underpass Road Sanitary 21EISite Remediation Property Line P.O. Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster, NIA 02631 ' Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Consulting Trial Court Witness 508-896-4687 Fax ' SOIL TEST- REPORT ' CLIENT: ASSR'S MAP: DATE OF TEST: AGENT: PCL: TYPE OF TEST: ENGINEER: STREET: DEEP HOLE: HEALTH REP'. PERC TEST: EXCAVATOR: TOWN' BORING: ' SOIL ZAGS SKETCH OF LOT (not to scale) TEST TEST t PROPERTY ,INFORMATION ' DEPTH TO GROUNDWATER: WATER SUPPLY: ' PERCOLATION RATE: SITE FEATURES: TEST RESULTS: ' PURPOSE OF TESTING: ' CERTIFICATION.: WE HEREBY CERTIFY THAT THE ABOVE TESTS WERE PERFORMED AND THE RESULTS ARE AS SHOWN ON THIS REPORT. 1 1O' REILLY,ENNETTInc. Engineering & Environmental ►J ervices 84 Underpass Road 1 Sanitary 21FJSite Remediation PO Box 1667 Site Development Hydrogeologic Survey Brewster, MA 02631 ' Waste Water Treatment Water Quality Monitoring 508-896-6630 Water Supply Planning 508-896-4687 Fax Job#: Date SAND GRAVEL SILT SAND Job Name: Sheet of Test Hole#: 1 Witness: PEAT CLAY Drilling Contractor: ' LITHOLOGIC BOREHOLE LOG Sampling Method: ' Type Standard Penetration Well Of Blows per %of Z Specifications Lithology/Sediment Lithology Depth Sample Depth 6" Drive Recovery &Remarks Description 1 5 � 1 10 1 15 20 25 1 30 1 35 40 45 50 55 60 Hazardous Waste Characterization Analyses ' Minimum Recommended Required Holding Category Methods Qty., Contalner(s)2 Preservation Timey Solid Samples's ' Corrosivity 9045 20 g Plastic or Glass Jar Cool to 40C3 None Reactivity SW-846 20 g Plastic or Glass Jarte Cool to 40C3 None Paint Filter 9095 100 g Plastic or Glass Jar None None ' Conventional Physical Properties Analyses Y p Y Minimum Recommended Required Holding ' Category Methods aty.+ Container(s)2 Preservation TlmeT Aqueous Samples Color 110.1-3 50 mL Plastic or Glass Bottle Cool to 40C3 48 Hours ' Conductance 120.1 100 mL Plastic or Glass Bottle Cool to 40C3 28 Days Hardness 130.1-2 100 mL Plastic or Glass Bottle Adjust pH <2t5 180 Days Cool to 40C3 I ' Odor 140.1 200 mL Glass Bottle Only Cool to 40C3 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 40C3 7 Days ' Dissolved (TDS) Solids, Total 160.2 100 mL Plastic or Glass Bottle Cool to 40C3 7 Days Suspended (TSS) Solids, Total (TS) 160.3 100 mL Plastic or Glass Bottle Cool to 40C3 7 Days Solids, Total 160.4 100 mL Plastic or Glass Bottle Cool to 40C3 7 Days Volatile (TVS) Solids, Settleable 160.5 1 L Plastic or Glass Bottle Cool to 40C3 48 Hours ' (SS) Turbidity 180.1 100 mL Plastic or Glass Bottle Cool to 40C3 48 Hours ' Conventional Inorganic Analyses Minimum Recommended Required Holding Category Methods oty.+ Container(s)2 Preservation Time' ' Aqueous Samples Acidity 305.1 100 mL Plastic or Glass Bottle Cool to 40C3 14 Days Alkalinity 310.1-2 100 mL Plastic or Glass Bottle Cool to 40C3 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 Sulfide14 14 Days NaOH to pH >12 Cool to 40C3 ' Fluoride 340.1-3 300 mL Plastic Bottle Only None 28 Days Iodide 345.1 100 mL Plastic or Glass Bottle Cool to 40C3 24 Hours Nitrogen, Ammonia 350.1-3 400 mL Plastic or Glass Bottle H2SO4 to pH <2 28 Days Cool to 40C3 Nitrogen, 351.1-4 500 mL Plastic or Glass Bottle H2SO4 to pH <2 28 Days Total Kjeldahl Cool to 40C3 ' Nitrogen, 353.1-3 100 mL Plastic or Glass Bottle H2SO4 to pH <2 28 Days Nitrate plus Nitrite Cool to 40C3 Nitrogen, 352.1 100 mL Plastic or Glass Bottle Cool to 40C3 48 Hours Nitrate ' Nitrogen, 354.1 50 mL Plastic or Glass Bottle Cool to 40C3 48 Hours Nitrite 'Conventional Inorganic Analyses Minimum Recommended Required Holding Category Methods aty., Container(s)2 Preservation Time? MA-queous Samples rthophosphate 365.1-3 50 mL Glass Bottle Only Filter (0.45µm) 48 Hours Cool to 40C3 fxygen, 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 40C3 'Silica 370.1 50 mL Plastic Bottle Only Cool to 4°C3 28 Days Sulfate 375.1-4 50 mL Plastic or Glass Bottle Cool to 4°C3 28 Days Sulfide 376.1-2 500 mL Plastic or Glass Bottle NaOH to pH >9 7 Days I 2 mL Zinc Acetate Cool to 4°C3 Sulfite 377.1 50 mL Plastic or Glass Bottle None Analyze ' Immediately Conventional Organic Analyses Minimum Recommended Required Holding 'Category Methods City.I Container(s)2 Preservation Time' Aqueous Samples Biochemical 405.1 300 mL Plastic or Glass Bottle Cool to 40C3 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) Organic Carbon, 415.1 25 mL Plastic or Glass Bottle H2SO4 to pH <2 28 Days Total (TOC) Cool to 40C3 ' Phenolics 420.1-3 500 mL Glass Bottle Only H2SO4 to pH <2 28 Days Cool to 40C3 Surfactants 425.1 250 mL Plastic or Glass Bottle Cool to 40C3 48 Hours (MBAS) Bacterial Analyses Minimum Recommended Required Holding ' Category Methods Qty., Container(s)2 Preservation Time? Aqueous Samples Coliform, 100 mL Whirlpack Bag or Cool to 40C3 6 Hours ' Total and Fecal Sterilized Bottle Remove Chlorine? ' GROUNDWATER ANALYTICAL 15 LIN 1-1, DIMPSM-1*1 5M, due 1juma-21611111 SAMPLING NOTES ' 1. The minimum quantity specified is the minimum amount of products. Free chlorine is likely to be found in chlorinated sample material necessary to perform the analysis. This municipal drinking waters and treated wastewaters.Sodium quantity allows for no margin of error. Thiosulfate, a reducing agent,is added to remove the free For some analyses, Groundwater Analytical recommends chlorine. For most levels of free chlorine, add 4 drops of specific types and numbers of containers(e.g.,an Aqueous 10%Sodium Thiosulfate to samples in 40 mL vials,and add Volatile Organic sample requires 2 x 40 mL Glass Vials 5 mL of 10%Sodium Thiosulfate to samples in 1 L Bottles. ' w/teflon septum caps). In such cases, the.recommended 8. The listed Holding Time is the maximum period of time a container(s) allow for an adequate margin of error. sample may be held between collection and initiation of For other analyses, Groundwater Analytical only recom- analysis or extraction. mends a general type of container(e.g.,a Solid Semivolatile Organic sample requires a Glass Jar w/teflon liner). In such 9. Samples must be extracted within 7 days of collection.Ex- cases,it is strongly recommended that twice the minimum tracts must then be analyzed within 40 days.of extraction. quantity of sample material be collected in the recom- mended type of container. 10. Samples must be extracted within 14 days of collection.' Ex- For solid samples,in addition to the minimum quantities re- tracts must then be analyzed within 40 days of extraction. quired for individual analyses, each sample also requires 11. Samples for dissolved metals must be filtered prior to 20 g of sample material for a percent solids (or percent preservation with Nitric Acid(HNO3).Filtration must be done ' moisture)determination. Example:A soil sample collected with a 0.45 micron membrane filter. Field filtration and for TPH-IR(30 g), 8 RCRA Metals(2.6 g) and PCBs (30 g) preservation is preferred. requires a minimum of 62.6 g of material for the desired analyses, and 20 g of material for percent solids (or per. However, if field filtration is not possible, samples should ' cent moisture), for a total required minimum of 82.6 g of be cooled to 40C and shipped to the laboratory for filtration material. It is then recommended that this minimum be and preservation. Filtration must be done as soon as prac- doubled,and at least 165.2 g of sample material be collected tical after collection.Groundwater Analytical recommends in a Glass Jar w/teflon liner. that filtration be done within 24 hours of collection. If ' samples are not going to be field filtered, do not preserve For solid samples, all minimum quantities are calculated samples with Nitric Acid (HNO3). net of all foreign objects,such as sticks,leaves and rocks. 12. Aqueous samples for Volatile Organic Analyses(VOA)must ' 2. Only sample containers pre-cleaned according to US EPA be collected without any headspace or air bubbles.Volatile protocols are recommended.Appropriate pre-cleaned and organics dissolved in water tend to volatilize readily and will pre-preserved containers are available from Groundwater fill any air bubble available in the vial. Particularly with low Analytical. Pre-cleaned sample containers should not be level samples,this results in a loss of material upon open- ' prerinsed with sample prior to sample collection. Prerins- ing the vial. VOA vials must be filled slowly until the liquid ing may cause elevated results. forms a meniscus on the rim of the vial. The cap should then be gently placed on the vial,taking care not to disturb 3. Samples should be immediately cooled, stored and ship- the crown of liquid,and firmly rotated tight.The vial should ' ped refrigerated. 40C (34°F) is the recommended then be examined to verify the absence of all air bubbles. temperature. Refrigeration retards biological degradation, reduces the volatility of compounds, retards the hydrolysis Solid samples for Volatile Organic Analyses(VOA)must also of non-aqueous compounds,reduces absorption effects and be collected with a minimum of headspace or air pockets. ' prevents continuing chemical reactions. Sample vials should be packed fully and tightly sealed.Vial threads should be wiped clean prior to capping for best seal. 4.. Adjust to pH <2 with Sodium Bisulfate (NaHSO4), When packing vials, however, avoid excessive manipula- Hydrochloric Acid(HCI)or Sulfuric Acid(H2SO4).Acidifica- tion of the sample material which may result in a loss of ' tion retards biological action,reduces absorption effects and volatile organics.A wide mouth 125 mL Glass Vial w/teflon prevents the formation of precipitates andlor complexes. septum cap is the preferred sample container. 5. Adjust to a pH range of 4.0 to 5.0 with Sodium Bisulfate 13. Solid samples for Volatile Organic Analyses may be col- ' (NaHSO4), Hydrochloric Acid (HCI), Sulfuric Acid (H2SO4) lected in 40 mL Glass Vials that have been acidified with or Sodium Hydroxide (NaOH). Sodium Bisulfate (NaHSO4), Hydrochloric Acid (HCI) or Sulfuric Acid(H2SO4).The presence of acid in the container 6. If sample will not be received by laboratory within 24 hours will have no detrimental effect on the sample. ' of collection,then adjust to specified pH range with Sulfuric Acid(H2SO4)or Sodium Hydroxide(NaOH).The pH adjust- 14. Maximum holding time is 24 hours when Sulfide is present. ment may be omitted if it is performed upon receipt at the Samples may be tested with lead acetate paper before the laboratory within 24 hours,and may be omitted if the sample pH adjustment in order to determine if Sulfide is present. ' is extracted within 48 hours of collection. If Sulfide is present, it can be removed by the addition of Cadmium Nitrate powder until a negative spot test is ob- 7. If free chlorine is present in the sample, then Sodium tained.The sample is then filtered, and NaOH is added to Thiosulfate(Na2S203)should be added. Free chlorine can adjust the pH >12. ' react with organic compounds to form chlorination by- I 16 1 SAMPLING NOTES (continued) 1 15. Adjust to pH <2 with Nitric Acid (HNO3) or Sulfuric Acid 18. Specified quantities of sample material are for only single (H2SO4). Acidification retards biological action, reduces phase solid samples(i.e.,no free liquids). Liquid phase or absorption effects and prevents the formation of precipitates multiple phase samples require different quantities of and/or complexes. sample material. Contact laboratory for advice prior to 1 collecting liquid phase or multiple phase samples for TCLP 16. Samples should be collected with a minimum of aeration. analyses. The sample bottle should be filled completely,excluding all headspace, and capped. 19. Samples for TCLP Volatile Organics analysis must be 1 leached within 14 days of collection.The leachate must then 17.. Extractable organic samples are susceptible to Phthalate be analyzed within 14 days of leaching. ester contamination. Phthalate ester contamination is Samples for TCLP Metals analysis must be leached within generally caused by sample contact with a plastic material, 1 particularly flexible plastics.Use care to avoid sample con- 28 days of collection, if Mercury is being analyzed..The tact with any plastic, other than Teflon. leachate must then be analyzed within 28 days of leaching. If Mercury is not being analyzed, then samples for TCLP Metals must be leached within 180 days of collection, and 1 the leachate analyzed within 180 days of leaching. Samples for TCLP Semivolatile Organics,TCLP Pesticides, and TCLP Herbicides analyses must be leached within 14 days of collection. The leachate must then be extracted 1 within 7 days of leaching.The extract must then be analyzed with 40 days of extraction. 1 1 1 1 1 - 1 1 ' GROUNDWATER ANALYTICAL 17 GROUNDWATER Buzzards Main Street CHAIN-OF-CUSTODY RECORD N2 09201 Buzzards Bay, MA 02532 Telephone (508) 759.4441 AND WORK ORDER ANALYTICAL FAX (508) 759-4475 Project Name: Firm: TURNAROUND ANALYSIS REQUEST Molallba samlwbllls• PsWHsrb Y.Ws .pob,,. w�: Olhsr ❑ STANDARD(10 Business Days) _< Project Number: Address: ❑ PRIORITY(5 Business Days) N Z CO 0 s O ❑ RUSH(RAN- ) 2 �mmN m m oO= n m `mna0 City/State/Zip: (Rush roquires Rush Autho izatx)n Number) a c H°U H t L Z<U U B a o r S Sampler Name: ° 0 0 0 0 0 c 0 0 0 0 0 ";m 00 Please FAX ❑ YES ❑ NO a` FAX Number: m < a se $ _ a li ego ._= Project Manager: Telephone: BILLING o � �' n 10 14 # o m u, I� n n 00 "0 E 0 Purchase Order.No: e o 0 INSTRUCTIONS: Use separate line for each container(except duplicates). $ N c < Matrix Contalner(s) Preservation Pillared = c O $ $ U G O Oda ¢ ¢ n O ¢ F O O Z Sampling R LABORATORY I` o J SAMPLE ¢ F a NUMBER t 3 R a N g c g ¢g m O `� Oa t U F < o < ' ' s C = N i i (Lab Use Only) $ o $ m m 0 tj 4 I W IDENTIFICATION w N s Q u U 0 c C u o 0 0 0 0 o a o 0 0 0 0 3 ul m I J Q Z r' O 4TF1 PROJECT SPECIFIC MATRIX CHAIN-OF-CUSTODY RECORD REMARKS /SPECIAL INSTRUCTIONS SPIKES and DUPLICATES NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. Shipping/Airbill Number: Many regulatory programs and EPA Dale Time Received by: methods require project specilia matrix Relinquished by Sampler: spikes an"t duplicates.Each requested matrix spike(MS),matrix spike duplicate (MSD)and sample duplicate should be Date Time Received by: Custody Seal Number: listed above ea a separate sample.Each Relinquished by: MS.MSD and sample duplicate requires an additional sample aliquot. ❑YES Please pertam Is proiW specific Relinquished wished b Date Time Received by laboratory: MS.MSD or sample duplicate as q y' Cooler Serial Number: requested above. ❑NO.Please do not perform a project Specific MS,MSD or sample Method of Shipment: ❑ GWA Courier ❑ Express Mail ❑ Federal Express duplicate analysis for This project. Method UPS ❑ Hand ❑ r