Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0362 MAIN STREET (HYANNIS) - HAZMAT
_ I + ,r9: . +T"'.. � ,. ,sp s ?�� t.4 -.�.,M e "�"t' ,:c �az :..a�7 �"4. „�' ,.� R*�" UY PY n� - ai' •'"" �*:k�,F "�':m.. '�� i+ �164 t. a .., r�. ++.p. ♦ �,.s $ xr € :,�. 4 az. . , ,d, � y'.�: "..�,,,� 2 e ,,fix '�aY Qi ��''.P �6 iY. �bxyf 'ya f�' ,'k• �+e* i iv ' � � � -'3•. ` '+, S. "':., ,a s. ..#. � _;4 ^w"• "�, .'! r tt�fr:�, a +# yM to ���„� �, r �,:- M. : �xa *, .M�.. ,,..1.. „+{„c: 4 ^,� ,,: �#� ��.,.. ,.�' '�':'a, t&r,' nr r r•':,,., +:. :, ,.a c R` s.,,t �'*+, `�. r�[��s ;:� '-d a, � ' 3 . m i l+ + F, , :,� ♦. .� i'.,."N*;. .. 'kY' A. v... + ., .t..,�.. v,# 1.t. '� e , .. ., $y,; .: 1 • h ' Y. n"•.S-s,^F +✓,dh".,. + ..a, ,.>�r+' ?t c, k ,' x., ..;,P a,l ... :r `,R. "` e •v=.M :x fl " r y J+3c•' ^, '` ,a�"t: a.. R d Y 4t .4 S ' 'Sr. ,.u. ,., ;. ,,..,. , ,. a., .. ,. :.- ,. . ^ :,u* .„:w5# .r,:;,•: . . $.:. c. ,. w«y:;. .-- ,n+ .z ^r>x' .t_. .}.,. .� ,. ,:'✓t N,�. f.... n .4 w.w gg,,... .. :..,ai yy u_. �.K,.,:, ., ,2 .,-. , af.-. ,-, ... }...-M .. S7 -.,4' «,: ,'� r';Sy iir. .a:• �� .r +..1:.,pk, ,. ....,, ev ..:di.:,. 8r a,..e,.. .A >.:5 .,+ 9 ..:.,.�,"l+ .�: .. .:°.� x -:.,. ,. m.: s ,b ,1, 1 � •,8.ap r�.,"''., .'Y!'.'HM..., :A �� ^ �.. ! ...! { ., .,,c^.' 4rt�g ,• .',,.r .Y,":,P') ..,'..::.'.,•, a, ... .Y ".6.:. "'Mi M,',q. T.# t. Y..^w! .k uy`� 1 UST CLOSURE ASSESSMENT LIMITED REMOVAL ACTION CLOSURE STATEMENT Estate of Ruth Arenovsk ' 362 and 364 Main Street Hyannis, MA 0260:1 Project Number B099-21.70 ' March 11, 1999 , 0 1 1: - 1 ♦ 9 ENNETT n REILLY, Inc. ' Engineering,-Environmental & Surveying Services 1573 Main Street PO Box 1667 Sanitary 21E/Site Remediation Property Line ; Brewster,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 RENNETT & O' EILL 9 INCe Engineering & Environmental Services LETTER OF 1573 Main Street,P. ®. Box 1667 TRANSMITTAL Brewster,MA 02631 (508) 896-6630 FAX(508) 896-4687 TO: DATE: JOB NUMBER: The Estate of Ruth Arenovski 3/15/99 B098-2170 c/o Janet Field,Executrix REGARDING: P.O. Box 81 362 & 364 Main Street Osterville, MA 02655 Hyannis, MA We are sending you: COPIES DATE DESCRIPTION 1 3/11/99 UST Closure Assessment/Limited Removal Action Completion Statement For review and comment: For approval: As requested: For your use: X❑ Other: REMARKS: cc: Lt. Donald Chase, Hyannis Fire Department Barnstable Town Manager Barnstable Board of Health' David C. Benett, LSP, Director of Environmental Services Copy To: signed: Craig A Sagsp F S If enclosures are not as noted kindly notify us at once. 1BENNETT A O 'R Inc® Engineering, Environmental & Surveying Services 1573 Main Street O Sanitary 21FJSite Remediation Property Line PO Box 1667Brewster, MA 02631 Site Development Hydrogeologic Survey Subdivision Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Consulting Trial Court Witness 508-896-4687 Fax March 11, 1999 B098-2170 1 1 The Estate of Ruth Arenovski c/o Janet Field, Executrix P.O. Box 81 Osterville, MA 02655 RE: UST CLOSURE ASSESSMENT/LIMITED REMOVAL ACTION COMPLETION STATEMENT 362 & 364 Main Street 1 Hyannis, MA Dear Mrs. Field: BENNETT&O'REMLY,INC. has prepared the following narrative and attached Supporting Documentation as the Underground Fuel Storage Tank (UST) Closure Assessment and Limited Removal Action (LRA) Completion Statement for tank removal and remedial response actions completed at the above referenced location. The LRA was conducted to mitigate potential environmental hazards associated with the release of an unknown quantity of fuel oil from a 275 1 gallon underground storage tank. A total of 25.64 tons of contaminated soil was excavated, transported and recycled at an approved facility. Laboratory analysis of soil samples at the extent of excavation show that background conditions have been achieved in support of project closure. This ' report is being provided to document project closure pursuant to the provisions of the Massachusetts Contingency Plan(MCP), as regulated by 310 CMR 40.0318 and the Massachusetts Fire Prevention Regulations 527 CMR 9.00, "Commonwealth of Massachusetts UST Closure Assessment Manual, ' DEP Policy#WSC-402". SITE FEATURES/ENVIRONMENTAL CONDITIONS [Refer to Appendix A] The subject property, at 362 Main Street, Hyannis, MA, contains some 6,700 square feet of ' highly developed land. Two 275 gallon UST's were on file at the Hyannis Fire Department at the subject property. One tank, dating back to the late 1940's,had been abandoned sometime in the early 1970's. The remaining tank, which was still in use for the heating of the art gallery, was installed ' prior to 1940. The tanks were located at the rear entrance of the art gallery, adjacent to the foundation, underneath the paved parking area. ' 1 MARCH 11,1999 ESTATE OF RUTH ARENOVSKI-362&364 MAIN STREET/13098-2170 PAGE 2 OF 6 UST CLOSURE/LIMITED REMOVAL ACTION COMPLETION STATEMENT The site, and surrounding properties, are located within a highly developed commercial zone, ' referred to as Hyannis Center. There are similar commercial use properties along Main Street including offices, restaurants and retail stores. ' The property and surrounding area are provided potable water by the Barnstable municipal water supply network. There are no known private potable wells within 500' of the site. The lot is not within the Zone H - Protective Radius or Wellhead Protection Area of any public water supply ' well or within 200' of a drinking water reservoir [see FIGURE 3]. The nearest identified wetland area,the Hyannis Inner Harbor, is located some 1/4 mile southeast. Review of regional groundwater ' contours indicate an east-southeast groundwater flow direction toward Lewis Bay. The MA DEP, BWSC GIS map shows the site within a Non Potential Drinking Water Resource Area(NPDW). As such, the subject site is of low environmental sensitivity and the RCS-2 and RCGW-2 Reportable Concentrations and the S-3/GW-3 Method I - Risk Characterization soil category applies to the Limited Removal Action Closure (LRAC) objective, pursuant to 310 CMR 40.0318. ENVIRONMENTAL ASSESSMENT [Refer to Appendix B and C] On 12/3/97 the Estate of Ruth Arenovski was notified by the Town of Barnstable Public Health Division that they must remove two 275 gallon underground fuel storage tanks (UST) located at 362 and 364 Main Street. Subsequently, BENNETT & O'REILLY, INC. was contracted on ' 11/10/98 by Mr. Fields to oversee and document the UST Closure Assessment, in accordance with the provisions of 527 CMR 9.000. UST removal excavation work commenced on 11/10/98. Envirosafe Corp. removed one 275 ' gallon UST from the parking area at the rear of the building [see FIGURE 2]. Only one 275 gallon UST of the two noted in Fire Department records,was located at the site. Approximately 10 gallons of waste oil was removed from the vessel prior to removal. The tank appeared to be heavily corroded ' with significant dark soil staining and strong petroleum odor. A hand boring (BB-1)was advanced in the center of the tank grave to evaluate the magnitude and extent of contamination. Two foot ' composite soil samples were collected and field screened with a PE 2020 Photovac Photoionization Detector(PID),in accordance with WSC-94400. Evidence of petroleum impact was indicated from T to 19'below grade(PID response from 20 ppm to 2 ppm)and soil samples were collected for TPH ' GC/FID analysis to qualify field screening results. A summary of laboratory results are presented in TABLE 1. ' Analytical results received 11/13/98 indicated that the RCS-2 notification standard (800 mg/kg)was exceeded in soil from 7-15' representing a 120 day notification condition. Soils within the 7-9' bottom of hole area exceeded applicable Method I-Risk Characterization threshold as ' representing a"significant risk" of environmental impact and exposure hazard. Although the TPH concentration in the 9-15' interval (3,900 mg/kg) is below the presently applicable S-3/GW-3 soil category, the S-1 and S-2/GW-3 category was exceeded as representing "significant risk" for a tpotential "foreseeable" use at the site, requiring a Notice of Activity and Use Limitation. TPH MARCH 11,1999 ESTATE OF RUTH ARENOVSKI-3628t 364 MAIN STREET/13098-2170 PAGE 3 OF 6 UST CLOSURE/LIMITED REMOVAL ACTION COMPLETION STATEMENT analysis of the 15-19' interval(BRL) indicates no petroleum impact and is used to define a discrete ' vertical extent of contamination above groundwater projected at 20-25'below grade. ' TABLE 1: Method 1-Risk Characterization Standard- SOIL Locations/ TPH RESULTS S-1 Soil Standard S-2 Soil Standard S-3 Soil Standard Exposure Points (mg/kg-ppm) 310 CMR 40.975(6xa) 310 CMR 40.975(6)(b) 110 CMR ' ASTM D-3328-90 GW-3(ppm) GW-3(ppm) GW-3(ppm) 11/10/98, HB-1:7-9' 15,000 800 2000 5000 1 11/10/98, HB-1:9-15' 3,900 800 2000 5000 11/10/98, HI1r1:15 39' BRL(<62) 800 2000 5000 NOTE:Shaded area represents applicable S-3/Gw-3 Soil Category ' BOLD TEXT Indicate laboratory results above the applicable Method 1 -Risk Characterization Thresholds Following a consultation with the property owners regarding closure options and site limitations, and projected fees,BENNETT& O'REILLY, INC., proceeded with a Limited Removal Action (LRA), in accordance with the provisions of 310 CMR 40.318, involving soil removal operations conducted within the 120 day notification period to reduce soil contamination levels to ' below the 800 mg/kg,RCS-2 Reportable Concentration. Based on preliminary data, it was estimated that some 25 yards of contaminated soil in a 10'x 10' area from 7-15'would need to be removed to meet closure objectives. REMEDIAL RESPONSE ACTIONS On 2/8/99, BENNETT & O'REILLY, INC. arrived at the site to provide continued environmental assessment and documentation of waste cleanup activities to complete a Limited ' Removal Action for project closure within the 120 day statutory deadline. Oceanside, Inc. was contracted by the Estate of Ruth Arenovski to conduct excavation activities. Excavation, segregation and stockpiling of clean overburden and contaminated soils commenced. Clean overburden soils were ' removed to 7' below grade and stockpiled to facilitate the removal of a 5' x 5' x 8'(D) area of contaminated soil as identified by preliminary assessment activities. ' During the removal of overburden soils, the second 275 gallon UST was encountered. Inspection of the tank indicated the vessel was empty with less than 1/4" of residual solids. The tank appeared to be abandoned. The Hyannis Fire Department was requested to the site to conduct an ' emergency inspection of tank. The tank was removed, as witnessed by the Hyannis Fire Department's Lt. Chase. The tank was moderately to heavily corroded with no significant staining noted. Bottom of hole (BOH) samples were collected from 6-8', within the tank grave, and field screened,as mentioned above. Both samples were reported as below the instrument detection limits (BDL)and the Fire Department cleared the tank for disposal. No significant soil staining or odor was noted in the tank grave soils. A soil sample was collected and sent for EPH with target compounds analysis. 1 MARCH 11,1999 ESTATE OF RUTH ARENOVSKI-362&364 MAIN STREETBO98-2170 ' PAGE 4 OF 6 UST CLOSURE/LIMITED REMOVAL ACTION COMPLETION STATEMENT Excavation activities resumed with contaminated soils stockpiled on site in a 30 yard rolloff ' container. Heavily impacted soils with significant staining and odor were noted from 7-9'. Excavation of impacted soils continued based on field observation and PID headspace analysis readings. Clean soil was observed at a depth of 12'. Discrete sidewall (SW) and BOH samples were ' collected and field screened. Final field screening results are presented on TABLE 2. TABLE 2:FINAL FIELD TESTING SUMMARY AT THE EXTENT OF EXCAVATION Location Depth(ftl PID ReQonsg ml Soil Description SW-East 7-12 BDL Med.to Fine Sand,No Odor,No Staining ' SW-West 7-12 BDL Med.to Fine Sand,No Odor,No Staining SW-North 7-12 BDL Med.to Fine Sand,No Odor,No Staining SW-South 7-12 BDL Med.to Fine Sand,No Odor,No Staining BOH 12-13 BDL Med.to Fine Sand,No Odor,No Staining Contaminated Stockpile 12 Med.to Fine Sand,Mod.Odor, ' Clean Overburden Stockpile BDL Me&to Fine Sand,No Odor,No Staining ' Based on sustained PID readings of BDL in all sidewall and bottom of hole areas at the extent of excavation, discreet sidewall and bottom of hole samples were collected and preserved for EPH with target analytes analysis. The excavation contractor elected to backfill the area of soil removal ' with flowable fill up to the basement floor elevation to eliminate damage to the structure due to settling. A new bulkhead and foundation wall was poured and clean fill was used to slope the open excavation. The site and open excavation were secured until analytical results were received. ' On February 11,1999, BENNETT & O'REILLY, INC. received analytical results of the sample collected at the extent of excavation. Based on laboratory analysis results indicating fractional EPH and target analytes below the reporting limits in all areas, the project was considered complete ' and the excavation contractor was advised to backfill the excavation. ' RISK CHARACTERIZATION [Refer to Appendix D- Laboratory Results] For the purpose of risk characterization in consideration of remedial response liability and ' review of closure objectives,the applicable S-3/GW-3 soil category(assuming direct dermal contact, inhalation and ingestion)was used. In addition, the RCS-2 Reportable Concentration criteria was applied in the evaluation of closure objectives. The laboratory analyses for all sidewall and bottom of hole samples from both 275 gallon UST's, run for fractionalized EPH with target compounds analysis,were below the applicable Method 1-Risk Characterization thresholds and the most stringent S-1%GW-1 soil category, as represented in CMR 40.0975(6)(a), Table 2 [see TABLE 3]. As such, ' test results reporting EPH concentrations and target compounds below the S-1/GW-1 Method 1-Risk Characterization standard for all the sidewall and BOH areas represent a condition of 'No I , MARCH 11,1999 ESTATE OF RUTH ARENOVSKI-362&364 MAIN STREETB098-2170 ' PAGE 5 OF 6 UST CLOSURE/LIMITED REMOVAL ACTION COMPLETION STATEMENT Significant)1111 Risk"without restriction of activity or use of the property. Similarly, the laboratory analysis for all sidewall and bottom of hole samples ' TABLE 3: Summary of EPH Analysis for Soil LOCATION EPW Results S-1 Soil Standard' S4 Soil Standard' RCS-1 Soil Standard' RCS-2 Sal Standard'; (mg/kg-Ppm) (PPm) (ppm) (mg/kg) ' MA DEP Method 310 CMR 40.975(6)a 310 CM[R 40.975(6* 310 CMR 40.1600 310"CMR 40.1600 GW-1 GW4" SW-East:7-12` C9toC18 BRL(<30) 1,000 5,000. 1,000 2-500 ' C19 to C,6 BRU-130) 2,500 5,000 2,500 51000 " Cif to C22 BRL(<30) 200 s 000 200 2 000 All Target Anyalytes BRL(<0.50) 0.7 to 1,000 0.7 to 4,000 0.7 TO 1,000 1,TO 2,540 ' SW-West:7-12' C9toC,$ BRL(<31) 1,000 5000 1,000 200 C19 to C36 BRL(<31) 2,500 5,000, -' 2,500 SQQo C„to C22 BRL(<31) 200 S 000 200 2;000 ' All Target Anyalytes BRL(<0.52) 0.7 to 1,000 0.7 to 4,000 " 0.7 TO 1,000 I TO 2,SQ0 SW-South:7-12' C9 to CL8 BRL(<30) 1,000 5,000 1,000 2500 ' C19 to C36 BRL(<30) 2,500 S OOQ 2,500 S,Q00 C„to C22 BRL(<30) 200 5 000 . : 200 2,000 All Target Anyalytes BRL(<0.50) 0.7 to 1,000 0.7<`to 4,000 0.7 TO 1,000 I TO 2 SQ0 ' SW-North:7-12' C9 to C,$ BRL(<30) 1,000 5,000 11000 2,SQQ C19 to C36 BRL(<30) 2,500 .;5,000 2,500 S,OOEI C„to C22 BRL(<30) 200 S 000 200 2 000 ' All Target Anyalytes BRL(<0.50) 0.7 to 1,000 0 7 to 4,000'. 0.7 TO 1,000 I TO Z,500 BOH:12-13' C9 to C1,, BRL(<30) 1,000 5 0Q0 1,000 2,500 ' C19 to C36 BRL(<30) 2,500 5 OQO 2,500 5 OOQ C„to C22 BW.'30) 200 5,000 200 2,Q0E? All Target Anyalytes BRL(<0.51) 0.7 to 1,000 0.7 to 4,000 0.7 TO 1,000 ' Clean Overburden C9 to C18 BRL(<30) 1,000 S,000 1,000 2,500 C19 to C36 BRL(<30) 2,500 5 000 2,500 5,000 C11 to C22 BRL(<30) 200 200 2,0QQ ' All Target Anyalytes BRL(<0.51) 0.7 to 1,000 0 7 to 4 000 0.7 TO 1,000 I TO 2,500 Tank#2 BOH:6-7 C9 to C18 BRL(<30) 1,000 S QQO 1,000 2 500 C19 to C36 36 2,500 2,500 5 QOQ C11 to C22 BRL(<30) 200 S,000 200 Z,000 Phenanthrene 0.84 700 100 100 100_ •'. ' Fluoranthene 0.94 1,000 1 OOQ 1,000 } 000 Pyrene 0.77 700 5,000 700 2 000 Other Target Anyalytes BRL(<0.50) 0.7 to 1,000 0.7,:to 4 OOU 0.7 TO 100 1 TO 2 500<: 2EPH-Extractable Petroleum Hydrocarbons Shaded Areas designates appropriate Method I-Risk Characterization and Reportable Concentration Categories MARCH 11,1999 ESTATE OF RUTH ARENOVSKI-362&364 MAIN STREET/13098-2170 ' PAGE 6 OF 6 UST CLOSURE/LIMITED REMOVAL ACTION COMPLETION STATEMENT II reported target analysis below the applicable RCS-2 and most stringent RCS-1 Reportable Concentrations, as represented in Massachusetts Oil and Hazardous Materials List, Table 1 in 310 CMR 40.1600. As such, the soil conditions, representing background conditions at the extent of excavation, do not represent a notification requirement. Based on laboratory analysis of soil samples at the extent of excavation, it has been determined that background conditions have been achieved in the areas of both 275 gallon UST's, ' indicating the elimination of contaminant source. No threat to groundwater was identified and no groundwater assessment was deemed appropriate or conducted as part of this report. ' CONCLUSIONS It is the conclusion of this investigation, that no additional remedial response and/or notification liability exists in connection with the release of an unknown amount of#2 fuel oil from the decommissioned 275 gallon UST removed from the property on February 8, 1999. A condition of"No Significant Risk"is represented by background conditions achieved through the removal of ' two 275 gallon UST's and the excavation and recycling of some 25.64 tons of impacted soil. This Limited Removal Action and UST Closure Assessment has been completed in accordance with the provisions of 310 CMR 40.0318 and the Massachusetts Fire Prevention Regulations 527 CMR 9.00 ' "Commonwealth of Massachusetts UST Closure Assessment Manual, DEP Policy#WSC-402", and this project is considered closed. Should you have any questions or need additional information, please contact me directly at your convenience. Sincerely, BELI& ILLY,INC. Cr Scientist ' Project Manager encl. "UST CLOSURE ASSESSMENT/ LIMITED REMOVAL ACTION COMPLETION ' STATEMENT...", Estate of Ruth Aronovski- 362 & 364 Main Street, Prepared by BENNETT& O'REILLY, INC. cc: Lt. Donald Chase,Hyannis Fire Department Barnstable Town Manager Barnstable Board of Health ' David C. Bennett,LSP, Director of Environmental Services ' UST CLOSURE ASSESSMENT & LIMITED REMOVAL ACTION CLOSURE STATEMENT ' Estate of Ruth Arenovski 362 and 364 Main Street Hyannis, MA 02601 ' Project Number B099-2170 ' March 11, 1999 ' Prepared For: Estate of Ruth Arenovski ' c/o Janet Field, Executrix P.O. Box 81 ' Osterville, MA 02655 ' Prepared By: BENNETT & O'REILLY, INC. ' 1573 Main Street P.O. Box 1667 Brewster, MA 02361 APPENDIX A: Reference Plans -FIGURE l: Site Locus Plan,(USGS Hyannis Quadrangle, 1998) -FIGURE 2: Site Sketch Plan,prepared by BENNETT&O'REILLY,INC. -FIGURE 3: MA DEP GIS Map-Bureau of Waste Site Cleanup Overlay(1997) ' APPENDIX B:Field Reports -Field Response Log APPENDIX C: Environmental Records ' -Soil Recycling Submittal/Bill of Lading,BWSC-012 A,B,C -Notification of UST,Form FP-290 -Application and Permit for storage tank removal and transportation,Form FD-290R ' -Tank disposal receipts APPENDIX D: Laboratory Analysis APPENDIX E: Quality Assurance/Quality Control Plan 1 1 1 1 1 1 APPENDIX A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' F CURE 1.Site Locus_Pkn, Est of Ruth ArehM 362 Mak Street,H amvs, MA `' 41 4018",70 18'31° 4NUfTl '70°1523'` ol- -nt ^ � ' ¢ � �' F'+ti ; f �tas7�.n14� fL�l4+lal"/4��,R�C �x���" �'+• ii. �j' �I� ry a; t ;`.1' ' In /.� y�j{���y' t art r•� -: 1 '. J� 95 t �-.. i -,ipy y`-;. .''. '.���S' 1 -..;q} ��r yS 'mac• Y�� �,�.�;NN� _ "+��{•ti; sF • � r/ i" ,i���� � 1 S � t i?•' �t7 t EtF k d f: , dv ��' ,� ;a <-{e_ '�" .F� t s `.s ` ♦ jr 'sue .14 4.°V� 1 � �r�� .+Y J� k 7 `�� Q ''•a ,s 1 � ■s f, G � x � rb��`.i at. '*" d ° �' w -i i��'� a.'•"�" _na ��rt ,�'�ta' rk�f ;z' s..� +.'ay �-s �' ''''� r:; + ,:,x d"a'�� ""� � � ..>� t .s ,,,tea y 1�'-�• �`�-'�6 i �•'' ���"`'�i � � � ��+° ^t tie{ � �'�. r �. � x's t� i' �-�kqr t7 f � .a r � $ kFl��}�+�,a��z �,,�j,` � 3• � �� ��d�� 1 k� �"u�' "'i -�',� } :-g #,r''# '-. �i ��q,,. € 3 `4, � ..��'�..�x,✓"'-" ' 4 ,..� erws.� ('{�$ ����"""^,��"Yi�4n �.+°";�t'157�F '�, C � .,:ice ,,�•: �, _+,. ,,.. EN, ' F, V zs .e+ 'rr .,..a.� �� v� €A'+'+.r"Ti»��k ♦� �w � t�� r > y Y +(- -€'`'�a�' i a � ,+{'Y� T 6 iy n {Y .�, �'��.+� v^.:`•.`'�,.�.;�•4,}:0'>" "c"•";e` F� -:�,�a 2-Y��' � � � : ,� ... ,�� � ,, # 'X ' ,#� 1 � � r 'Y� sk ,,�' .�r �'irj � ✓��t'f �Y � .I�kF £�3. �9y 2. 2� .,�� s� �5 a"._...s. :,�m+�-..� A .4 .: 41°M7", 70°I T.3 PY ETA 8.3 3,' 112 1 :h'IILE 1 I1TV TN 1 ° 1000 D 1 o00 2004 3000:: 4QOO FEET ' Printed fiiomTQPO! 19 il,dflaw�er F7 .rndu-!Pus kwww bpo.com era. �y� VACANT •,tea ..t � ...i u,:... r2—L ' VACANr ART GALLARY ' Main Street 1 oaf 1Excavadan sea Sample t_oc atiort BOH Q� Soli SW North SW SW East SSW South ' RGURE 2: SITE SKETCH PLAN UST Closure. Assessment f t_imited Removal Action The Estate_of Ruth Arenovski 362 and 364 Main Street, Hyannis MA B098-2170 BENNETT REiLLY, INC. Engineering, Environmental �C Surveying Services 1573 Main Street, Brewster,IIA.03831(508)898-8830 r UN `a C\ \ \ � ' - ,• } }- '� \ '� �,�'` `r tel: { .ems ,K r eg .dam � �T 1 � �:.....y `9et • r 4 �.y ..+ p°>, .'t ;' ..� 17�2� r—• -� 71 31 r 'ems H Y J"r r - �....•�'�., i^ 1pf I .- � \-is#r• C)ND �' ` v„i "0 "' "�'� ° e ay t' '`fit-. �'� r7m 1-1 Nj iv 4 "SC i �--� YY •:"' .�kr�'✓^ � -��3r i`a`r'i j �'•1 �:IM rc � �'{,�i � )d +°'i+ ,F^ 11�1 � v,"' °— '! �i{ ':•Y r �`i �J' �i I 'a.a ..r _ f I 7 I •�„r� .�+•: i yam' AIN— �c w .wryrr �t' a^ i 12 M 4r.'i gS,�•yy,,A.G L��i I .0I �,.��1�•I I tam! 'i-mlijilli iar3/ .3 a^.s ?M^IM1� _ — if - \ j ii' t >t ii)`I' — — -- - i if 1 ( 1, i7! i l' � .III 4' li I ��' �3 12 ;I I Ii I'il��I Nan Pdbn b gel Drinking Wer Sa Area:Medium Yield St l.USJntentau Raulern.rken ®Non Paramlal Drinking Wemr So—Area:High Yield Itrronbro HIg11weY Hyannis Parondeiry Peoauadv.Medium Yield Aquifer US.RaubOJ + ^ Pate"aily0-1,11 pbd Sale ourHig a old Aquifer111r!'LirJti1 � A D.algnebd 9aN 4aurt.AQWhr — fald MunlctpN Baundnry"�DEP Appmred Wellpen Pnbeilon Ane(Zane 2)' i V County edundery ( DEP Inbrim WeWud prebcdan Ana QWPA) 1 _, --- Pblle3urleuWater9uppry 1 s Train ,—• Scale 1:25000 water Nature. P".nln. Map Scale 1:25000 ProanwebrHanFan,edw.dend W E _Aque,IUC I — ' — .- — ,R ' i r���✓S.It Wen,W.U.nd A Malor Drainage sawn LL_l ProbeS.d and Recreational open Space Sub Ortln.q.Rain o us Anal aa C n a rlU.W Emdnmmai C....m Zdna2 or IWPA Boundary saaararaw' "'� DEP P.—Mild Sala Wub Penury S Strome;Perennial,Intermittent Public Warr SupWY'Seca W.t., .Aur.us; 25, i997 ascot! I'I?.m,•t: 'AC? CNNESP tags E,grnarod H.bltaro far R.n Welland,Wildlife: C public rienr Su 1 Oaund Waror Ux with Wedanda Prpnetlon Aet pP Y - NMESP 7999 Maaucnuxna C.nlead Vernal Papro Nan Community Pubile W ater SucalY 1 1 1 � APPENDIX B 1 1 1 1 �I 1 1 1 1 1 1 1 1 THU;ESTATE OF RUTH ARENOVSKYBO98-2170 UST CLOSURE ASSESSMENT/ ' LIMITED REMOVAL ACTION ' Property Owner: The Estate of Ruth Arenovski ' c/o Janet Fields, Executrix P.O. Box 81 Osterville,MA 02655 Property Location: ' 362 & 364 Main Street Hyannis, MA ' Background Information: ♦ On December 3, 1997, the Estate of Ruth Arenovski was notified by the Town of Barnstable Public Health Division that they must removed two underground storage tanks (one abandoned,one reportedly in use with an unknown history) located under the parking area at ' 362 Main Street in Hyannis, MA. ♦ BENNETT & O'REILLY, INC., was contacted on November 9, 1998 by Melvin Fields, husband of Janet Fields,Executrix for the Estate,regarding UST Closure Assessment involving the removal and disposal of two 275 gallon UST's, in accordance with the provisions of 527 CMR 9.000. ♦ Tank #1 was removed on November 10, 1998. At the time of removal, the vessel was inspected and appeared to be heavily corroded with obvious staining and petroleum odor within the tank grave. Soil samples were collected for field photoionization(PID) screening "jar headspace" analysis, as consistent with MA DEP Policy WSC-94-400. Elevated PID ' response was found throughout samples to a depth of 13-15', at which point PID response decreased to 2-3 ppm. Subsequent laboratory analysis indicated that the RCS-2 notification standard was exceeded in soils from 7-15', and a 120 day notification requirement was identified. ♦ Tank#2 was removed on 2/8/99. The tank was empty with only minor sludge noted. The tank ' surface was heavily corroded with minor petroleum staining. No significant contamination was noted by field screening and laboratory analysis of soil samples collected within the tank grave. t I� PAGE 2 of 7 Est.of Ruth ArenovskU13098-2170 Environmental Conditions: ♦ The tanks removed were located against the rear foundation wall of the commercial building, within a large public parking area. Access to the immediate area is unobstructed, with frequent foot and vehicular traffic in the vicinity. The site and surrounding area is serviced by the Barnstable municipal water supply. The 1 nearest Barnstable public water supply well is located some 3/4 mile+/-to the northeast. ♦ Based upon review of topographical maps and regional hydrologic surveys, groundwater is ' projected at 20'below grade in the area of release. Regional groundwater contours indicate an east-southeast groundwater flow direction toward Lewis Bay. The site is located within the MA DEP,BWSC designation for a Non-Potential Drinking Water Source Area, and is therefore considered to be a part of the GW-1 exclusionary zone. Based upon location and depth to groundwater, the GW-3 category is applicable. Additionally, the S-2 soil category applies based upon accessibility and frequency and intensite of use. Remedial Response: Date Time 11/10/98 8:15am BENNETT & O'REII,LY, INC., personnel arrive on site and are met by Envirosafe. Excavation of tank underway. One tank removed. Heavily corroded with gross soil ' contamination at tank bottom. Approximately 10 gallons of waste oil removed from vessel. 8:45am 1 Conduct HB-1 in center of grave of tank#1. COVERED TAN 4 1 r PAGE 3 of 7 Est.of Ruth ArenovskuB098-2170 ' 9:50am Lt. Donald Chase of Hyannis Fire Department arrives to inspect tanks. Meet with Mr. Fields and proceed with HB-1. 0:15am Field screen samples by headspace analysis according to WSC-94-400 as follows: 1 LOCATION DEPTH(feet) PID RESPONSE (12pm) HB-1 7-9 20 9-11 4.2 11-13 0.8 13-15 4.0 15-17 2.8 17-19 2.0 1 10:45am ' Unable to locate second UST. Conduct second hand boring (HB-2) in suspected vicinity of second UST's former location. Screen as follows: ' LOCATION DEPTH(feet) PID RESPONSE (ppm) HB-2 2-4 BDL 4-6 BDL 6-8 BDL 8-10 BDL 10:55am ' Inform Mr. Fields and Envirosafe of results. Composite samples for laboratory analysis by TPH GC/FID. Leave site at 11:15am. 11/13/98 BENNETT & O'REILLY, INC. receives analytical results of the HB-1 composite samples. ' Gross contamination noted from 7-9' exceeding the RCS-2 Reportable Concentration, indicating a 120 Notification Requirement. Contact the Estate of Ruth Arenovski and inform them of Remedial Response Liability and Notification Requirements. PAGE 4 of 7 Est.of Ruth Arcnovski/B098-2170 ' 2/8/99 ' 9:00am BENNETT&O'REILLY,INC.,personnel arrive at site. Bortolotti Construction (1 excavator and 1 laborer)and Oceanside Construction (foreman and laborer) on-site. Discuss removal of additional pavement in area of excavation with Richard Clark (Oceanside), so as to center trench box on tank grave. BENNETT &O'REILLY, INC., advised of alarm at Angles &Art Gallery being set off earlier in morning by contractor with Hyannis Police Department responding. Bortolotti Construction begins excavation. ' 9:15am ' Uncovered abandoned sewer line. Lines removed and continued with excavation. 9:45am I ' Excavator uncovers second 275 gallon tank 4'+/-off rear of building. Contact Project Manager (David Bennett)to inform him of tank discovery and location. Contact Lt. Chase of Hyannis ' Fire Department and inform him of location of second tank. Request Hyannis Fire Department to site for an emergency inspection to allow for tank removal as part of original UST Assessment/LRA. 9:55am Inspect tank. No residual product- less than t/2" at tank bottom. HB-3 angled beneath tank. Screen as follows: ' LOCATION DEPTH(feet) PID RESPONSE (ppm) HB-3 5-7 BDL 10:30am Instruct excavator to uncover tank and prepare for removal, pending Fire Department inspection. Do cursory inspection of soil at bottom of tank. Some evidence of slight impact. Full assessment upon arrival of Fire Department. ' 11:l7am ' Phil Balbonie of Cape Cod Jewelers (abutter)requests parking area adjacent to rear doorway be left clear. Waiting on Hyannis Fire Department. PAGE 5 of 7 Est.of Ruth Arenovski/B098-2170 va-TF AV PIPES 10 01 i TA�iK�"2 i (2r75 GALLO�'Il) _ AAA a� ' 12:00pm Fire Department(Lt. Chase and another officer)arrives to inspect tank. States they will modify ' old tank removal permit to indicate 2 tanks at site removed. Collect BOH samples at east and west end of tank 42 and screen as follows: ' LOCATION DEPTH feet) PID RESPONSE (ppm) DESCRIPTION BOH-E 6-8 BDL Fill BOH-W 6-8 BDL Fill Fire Department clears tank and leaves site. 12:30pm ' Examine excavated tank. Note heavy corrosion throughout exterior of vessel. Small hole discovered, considered to be fairly recent, with some minor staining. Owner/Manager of Alberto's Ristorante conveys concern over placement of roll-off container near entrance to ' restaurant. Excavator discovers unknown 4" orange berg pipe into building, determined to be abandoned line. Remove, and continue with excavation. ' 12:45pm Define area approximately Tx 5' x 5' (D) of contaminated soil. Demolish bulkhead and ' examine excavated soils. Add contaminated soils to roll-off for on-site storage. Clean up hole. PAGE 6 of 7 Est.of Ruth Are ovskLB098-2170 ' 1:15pm Collect samples at extent of excavation from SW's and BOH areas and screen as follows: LOCATION DEPTH PID RESPONSE (12pm) DESCRIPTION SW-E 7-12 BDL SW-W 7-12 BDL ' SW-N 7-12 BDL SW-S 7-12 BDL BOH 12-13 BDL PetroFlag=BDL(8) ' Overburden Stockpile BDL Collect composite samples to send to lab for EPH with PAH analysis on 3 day rush. ' Contaminated stockpile and tank 92 samples sent on 5 day priority. 2:00pm ' Inform excavation contractor excavation appears clean. Excavation contractor cleans area and prepares for backfill. ' 2:45pm BENNETT &O'REILLY,INC., leave site. 2/11/99 BENNETT &O'REILLY, INC. receives soil analysis results of soil samples collected at the ' extent of excavation. All are reported as BRL, the excavation is considered complete. Oceanside Excavation is informed. ' 2/16/99 BENNETT &O'REILLY, INC. receives soil analysis results of soil samples collected at the ' Tank #2 BOH area. Laboratory results are reported below project closure objectives. Hazardous material characterization analysis received in preparation for soil recycling. PAGE 7 of 7 Est.of Ruth Arawvski/B098-2170 ' Submitted by: BENNETT &O'REILLY, INC. ' Craig Sasse, Project Manager This Field Response Log is a compilation offreld observations, interviews with individuals familiar with the Jro ject and P a review of public records. As such, it is intended to be an accurate and complete record of pertinent information. However, based on the reliance on third party and hearsay informations included no guarantee or warranties of the accuracy and completeness of that information is expressed or implied. I 1 1 1 1 � APPENDIX C 1 1 1 1 1 1 1 1 1 1 1 1 1 Bardon Trimount,Inc. 101Turnpike Street • ou hton ®uit '' aschusetts �i! `� sa '_ 0,12072 �el: 781-344-1100 R 1 ax:781-341-2440 t y March 10, 1999 DAVE BENNETT ' BENNETT & O'REILLY INC. 84 UNDERPASS RD. P.O. BOX 1667 ' BREWSTER, MA 02631 ' Re: Soil, Estate of Ruth Arenovski 362 & 364 Main Street Hyannis, MA ' Release Tracking #: LRA Recyclable soil from the above address was received at our facility on March 3, 1999. ' Attached is the shipper's log of soil receipts which totals 25.64 tons along with the Bill of Lading and other receipt documentation. ' We will issue a "Certificate of Recycling" upon request after processing. ' Thank you for recycling soil at our So. Dennis facility. ' Yours truly, avid M. Peter General Manager ' Environmental Services 1 A subsidiary of Bardon Group,Inc. BARDON TRIMOUNT ENVIRONMENTAL SERVICES ' 1101 TURNPIKE STREET, STOUGHTON, MA 02072 PHONE (781) 341-5500 FAX (781) 341-2440 ' SOIL RECYCLING SUBMITTAL Site Information: Name: Estate of Ruth Arenovski Contact: Janet Field Executrix ' Street:_362 & 364 Main Street Phone#: (508) 428-2220 City/Town: Hyannis State/Zip: MA 02601 ' Generator Information: Name: Estate of Ruth Arenovski Contact: Janet Field, Executrix a m Beach Hiiton Hotei, Rm 524 ' Street: 2842 S. Ocean Blvd. Phone#: (516) 586-6542 City/Town: Palm Beach State/Zip: FL/33480 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 15 Tons 10 Cubic Yards ' Soil Contaminants (gasoline, diesel fuel, motor oil, etc.) #2 fuel oil ' Analyses Performed (check all that apply) TPH, VOC's, Flash, pH, Reactivity(S, CN), PCB's, As, Cd, Cr, Hg, Pb, TCLP (metals), if required based on total levels X All the above tests were performed Other Laboratory Analytical Data Attached X Screening Data Attached X Instrument Used and Constituents Found ' HNU P 101 Photoionization Detector with 10.2 eV lamp 1 Description/Source of Release ' X UST, Other, Describe Date of Release Unknown Soil Description Physical Description(sand, gravel, silt, etc.) ' Medium to fine sand, some silt Classification Method Unified Soil Classification System ' Check if the following materials are present: clay, construction debris, vegetative matter, ash, coal, other deleterious materials (list) Soil Characterization Methodology Sampling Method X Grab _�Composite X Biased sample (e.g. headspace screened, visually contaminated) Constituents of Concern #2 fuel oil Site History ( check if extra sheets attached) ' Current Use Art gallery with parking area in rear for various stores/restaurants. ' Past Use Various light commercial businesses. Area sewered in 1960. 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 indentified 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 anthropogenic 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 and 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. J ' Si ature of Generator Date Janet Field, Executrix ' Generator- Printed Name 2 A site diagram is required indicating any major structures or roads, excavation areas and stockpile locations. All sampling locations must be noted. X Check if diagram attached. SITE DIAGRAM i 1 II ' Name of Individual preparing diagram: BENNETT & OREILLY, INC. 3 4W a t OverburcWn EAM of �J -CANT !9q C J I A� Jill VACANT MIT GALWt 1 I 1 Main Street Exmadoi Exhartiof 1 Location BOH _ I North Bulkhead ' SW BOH SW Fist SW South ' FIGURE 2: SITE SKETCH PLAN UST Closure. Assessment / Limited Removal Action The Estate of Ruth Arenovski 362 and 364 Main Street, Hyannis MA B098-2170 Lvy, ii��'v. � '=�=._� � :ice . 1� f u ..%lG• _ �.�..Ll����.. .i r:'r�'T+�L' 'ti: .L',.,v•.i.L:v{.:�»Jr '•��•-:\7 ' Massachusetts Department of Environmental Protection I3WSC-012A ' Bureau of Waste Site Cleanup Release Tracking Number*: ' BILL OF LADING (pursuant to 310 CMR 40.0030) LRA ' A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION WASTE WAS GENERATED: Release Name(optional): Estate of Ruth Arenovski Street: 362 & 364 Main Street Location Aid: Rear of Angles & Art Gall ry CityfTown: Hyannis Zip Code: 02601 _ 0000 ' Date/Period of Generation: / 8 / 9 99 to Additional Release Tracking Numbers Associated with this Bill of Lading: *Note: 1f this Bill of Lading is the result of a Limited Removal Action(LRA)taken prior to Notification,a Release Tracking Number is not needed. ' B. PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: Name of Organization: Estate of Ruth Arenovski Name of Contact: Janet Field, Executrix Title: ' Street: P.O. Box 81 State: Zip Code:Cit /Town: ` 0stervi11e MA 02655 _ 0000 Y Telephone: 508 — 4 2 8— 2220 Ext. C. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: (check one/specify) RP Specify(circle one): Owner Operator Generator Transporter Other RP: ❑ PRP Specify(circle one): Owner Operator Generator Transporter Other PRP: ❑ Fiduciary/Secured Lender ❑ Agency/Public Utility on a Right of Way ❑ Other Person: If an owner and/or operator is not conducting the response action associated with the Bill of Lading,provide on an attachment the name, contact person,address and telephone number,including any area code and extension,for each,if known. ' D. TRANSPORTER/COMMON CARRIER INFORMATION: Transporter/Common Carrier Name: Robert Childs , Inc . k Child ' s Contact Person: Chuck Title: Street: Great Western Road Cityfrown: South Dennis State: MA Zip Code: 02660 _ 0000 ' Telephone: 50 8 — 398 — 2 5 5 6 Ext. E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION: ' Operator/FacilityName: Bardon Trimount, Inc . Contact Person: David M. Peter Title:Gen . Mgr. Env. Services Street: 230 Great Western Road Cityfrown: South Dennis State: MA' Zip Code: 02660 _ 0000 ' Telephone: 781 — 341 — 5500 Ext. Type of Facility: ® Asphalt Batch/Cold Mix ❑ Landfill/Disposal ❑ Incinerator ' (check one) ® Asphalt Batch/Hot Mix ❑ Landfill/Daily Cover ❑ Temporary Storage ❑ Thermal Processing ❑ Landfill/Structural Fill ❑ Other: Division of Hazardous Division of Solid Waste MAD9$5286384 Waste/Class A Permit#: S-9 5-0 4 2 Management Permit#: EPA Identification#: Actual/Anticipated Period of Temporary Storage(specify dates if applicable): /_ /_ to �— Reason for Temporary Storage(if applicable): This form is printed on recycled paper. 1 f Revised f0/1/93 p y p p Page o 2 ' Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking Number: BILL OF LADING (pursuant to 310 CMR 40.0030) ❑- LRA ' E. RECEIVING FACILITY/TEMPORARY STORAGE LOCATION (continued): Temporary Storage Address: Street: ' Cityffown: State: Zip Code: — F. DESCRIPTION OF REMEDIATION WASTE: (check all that apply) ' ® Contaminated Media(circle all that apply): Soil Groundwater Surface Water Other: ❑ Contaminated Debris(circle all that apply): Demolition/Construction Waste Vegetation/Organic Materials Inorganic Absorbant Materials Other: ❑ Non-hazardous Uncontainerized 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 all that apply): Gasoline Diesel Fuel #2 Oil #4 Oil #6 Oil Waste Oil Kerosene Jet Fuel Other: Estimated Volume of Materials: Cubic Yards: 10 Tons: 15 Other: Contaminant Source(check one/specify): ❑ Transportation Accident © Underground Storage Tank ❑Other: Response Action Associated with Bill of Lading(circle one): ediate Response Action Release Abatement Measure ' Utility-Related Abatement Measure Limited Removal Action(LRA) Comprehensive Response Action Other(specify): Remediation Waste Characterization Support Documentation attached: ® Site History Information FL] 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 ' G. LICENSED SITE PROFESSIONAL (LSP) OPINION: Name of Organization: BENNETT & O'REILLY, INC. Director of LSPName: David C. Bennett Title: Environmental Services Telephone: 508 — 8 9 6 — 6 6 3 0 Ext. I have personal) examined and am familiar with the information contained on and submitted with this form. BeLsed:,on_lhis_.information,it is my Opinion thaWandas' t actions undertaken were adequate to characterize the Remediation Waste in accordance with 310 CMR 40.003ation can accept remediation wastes with the characteristics described jn-thrs�su6am aware thatsignificlimited to,possible fines and imprisonment may result if I wilfully.,sybmit-informatioi'rwhich I know to be false,inalet ' Signature: Seal: Date: 4303 :.1 License Number. 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: JJ Name of Person(pn : Janet Field, Executrix Revised 10/1/93 This form is printed on recycled paper. Page 2 of 2 Massachusetts Department of Environmental Protection BWSC-012B ' Bureau of Waste Site Cleanup Release Tracking Number; BILL OF LADING (.pursuant to 310 CMR 40.0030) LRA LOG SHEET OF 1 1. LOAD INFORMATION: , LOAR 1: Signature Tra s�Representative: i ceiving F ^" empor {Storage Representative: 1.M 0)0 Date of Shipmen Time of Shipment: i Date of Receipt, Time of Receip:< / / C)U (circle on _�?/ /` 23 Trailer Re is tion if any): ' (circle one am/ m Truck/Tractor Registration: 9 y , U h ' r-� Ya—' i Load Size(cu.yds.tons): L LOAD 2: Signature of Transporter Representative: Receiving Facility/Temporary Storage Representative: I 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): (circle one)am/pm Load Size(cu.yds./tons): LOAD 3: Signature of Transporter Representative: i Receiving Facility/Temporary Storage Representative: , 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): , (circle one)am/pm I Load Size(cu.yds./tons): LOAD 4: 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 Truck/Tractor Registration: Trailer Registration(if any): i (circle one)am/pm ' I Load Size(cu.yds./tons): LOAD 5: Signature of Transporter Representative: i Receiving Facility/femperary Storage Representative: i , 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 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 1 _ /_ /— Truck/Tractor Registration: Trailer Registration(if any): i (circle one)am/pm Load Size(cu.yds./tons): LOAD 7: 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 /— Truck/Tractor Registration: Trailer Registration(if any): (circle one)am/pm Load Size(cu.yds./tons): J. LOG SHEET VOLUME INFORMATION: Total Volume This Page(cu.yds./tons): ' Total Carried Forward(cu.yds./tons): Total Carried Forward and This Page(cu.yds./tons): Pane 1 of 1 Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup Reieaae Tracking FkmDer: ' BILL OF LADING(pursuant to 310 CMFI 40.0030) _ ' -SUMMARY SHEET OF J ❑ L K. SUMMARY OF SHIPMENTS: ' DATE OF SHIPMENT: DATE OF RECEIPT: NUMBER OF LOADS SHIPPED: DAILY VOLUME SHIPPED(CU.YD 1 NS): 3- 3 - 9 / ZSL; C --------------- --------------- -------------------------- - ------------------------- --------------- ------J-------- --------------------------- ---------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- --------------- -------------------------- ----------------------------- ------------.--- --' ----------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ---------------------------- --------------- --------------- --------------------------- ----------------------------- ------�-------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ----------------------------- --------------- -----7--------- --------------------------- ---------------------------- --------------- --------------- ---- ----------------------- ----------------------------- 1 -------- ------- --------------- --------------------------- ----------------------------- ---------.�---�•- --------------- --------------------------- ----------------------------- --------------- -------------- -------------------------- --------------------------- --------------- --------------- -7------------------------- ----------------------------- --------------- --------------- --------------------------- ------------------------------ ----- ---------- ---------------- --------------------------- ----------------------------- --------------- --------- ------ --------------------------- ----------------------------- ----- ------ ---- --------------- --------------------------- ----------------------------- --------------- --------------- --------------------------- ------------- ---------------- --------------- --------------- --------------------------- ----------------------------- - ----- -----.----- ------ ------------------------------------- ------------------------------ SUMMARY SHEET TOTAL SHIPPED: ' BILL OF LADING TOTALSHIPPED(only if different): Revised 10/1/94 Inis lorms pn n recycleo paper, page 1 of 2 Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup Rebaae Track)ng NmtxY; BILL OF LADING (pursuant to 310 CMR 40.0030) SUMMARY SHEET ❑- ' L. ACKNOWLEDGEMENT OF RECEIPT OF EMED R IATION WASTE AT RECEIVING FACILITY OR TEMPORARY STORAGE LOCATION: ' Receiving Facilitylrem ra Location Represent ti-e( rint): avid - Pe er Title: _ V-P•—Env. Seryi ces Signature: / OP' r, Date: v M. ACKNOWLEDGEMENT OF SHIPMENT AND RECEIPT OF REMEDIATION WASTE BY PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: i ' 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 an my Inquiry of those Individuals Immediately responsible for obtaining the information,the material information ntained herein Is,to the best of my knowledge and belief,true,accurate and complete. I am aware that . there are signific p all' In ludi g, but not limited to, possible fines and imprisonment, for wilfully submitting false, inaccurate, or ' incomplete fnforma'am. Signature: Date: / LI M81 Name of Person(print): David C. Bennett Director of Environmental Services ' I BENNETT & O 'REILLY, INC. for the Estate of Ruth Arenovski 1 Revised 1011/94 this torm is priniecron recycled paper. Page 2 of 2 ' �:vc1�IIIt.,._l�I`-J_t t�LlJ �MrI•�^r�'rE 6 +t I.� • • r r 'i' =r. T. R "� s - Yr i j �•. _. _ _.. ... —_ ...._.. _r -- FIRE °yJ:' FIR! et., _ STATE USE ONLY ctrrtrtcrt..s I D Number . Submit: t o : LOCAL FIRE DEPARTMENT Date Received 77-7 IM`Notification is"required b% Federal faw fur all underground'tanks that have been 4. pipeline facilities (including gathering lines) regulated under the Natura; 6— IIIled to slure re,aletnf substances since.lanuan 1,1974,that art in the ground as of I'ipchne Sala\ Act of 1968.or the Ha/ardou,Liquid pipclme S:dct\ Act of 19-o, Is%x.1996.or that are hrno,hl into me.ifter Mai>.1+rN6. The information requested \\hich i,an inu'astatc pipeline facilit\ regulated under State law,: Irequired by Section 9002 of the Resource('unsen mion and Rpco+er\ ct,(RCRA), 5.surface impoundments,pits,ponds,or lagoons: as amended. 6.,form water or waste water collection s%'stcnls: 'The pnnlar\ purpo,c of this notihroion rioc:.mi •t.-focatt-and c\aluate under- 7.Ilou-through process tanks: round tanks that store or ha\r stored pcu,•i,un: " h., ton, ,uf,,tancc%. It is 8.liquid traps or associated gathering lines directhrdated fit oil or gas pri4luctionand �pecfed that the information u+u prtnide \\di h, basest on r,:;t,nnahh a\ailable gathering operations, , 11ccor6.or.in the absence of such records.your k n,o, ,le',hchr ,t recollection. 9• storage tanks situated in an underground area (such as a basement. cells;. mincwurking,drill,shall.or tappet)it the storage tank is,intated upon or ahu\e the Who Must Notify? Section 9(02 of RCR 4 :+s um:.,•teas n'qutre, that. unless surface of the floor. exempted.owner of underground tanks that stun:ref-nl,o f,tih,ianccs must notify rsignatcd Stair or local agcnrtrs of the csi,tcnce„( th,vr tank,. (h\ner means— What Substances Are Covered' The notification requirements apply to til 1:+1 in the case cal'an undcu'gmund storage ring, in it", on s mcn)hcr M. 1984,or ground storage tanks that contain regulated substances.This includes any,uh,ianrc rcucht into use alter that date,am pc:,on who;u m:in underground storage tank defined as haiardous in section 101 (14) of the Comprehensi\c En%ironmcntdl used I or t hi,usage,use.car dispensing of reguL,trd\uh,c,ncc,.i nd Re\ponsc.Compensation and Liability Act of I980(CF.RCLA).with the exception,,I (hi inthe case of arty underground\ioragc tart, in u„ hrtorc \o\emhcr S. 1984, those\uhslances regulated as haiardous waste under Subtitle C of RCRA. It also [hut nu longer m use tin that date.am person\shoos.nrd,tit h t nk inrmediatcic before includes petroleum,e.g..crude oil car am'Iraction thereof which is liquid at,ta.ndaid e di,continuation of its use, condition of temperature and pressure(60 degrees Fahrenheit and 14.7 pound,p:, What Tanks Are Included!' Underground storage sank t\defined a,an\ one or square inch absolute). combination nl tank,that(I1 is used n)contain an acrunitaarmn dt-regulated suh- Where To Notify' Completed notification Firms should he sent to the addic•„ staffci,.*7acid(=)\',hJ,c\+nlumr;:::clu+m,c'on.^.:'xd r t+c•. �,n,r;n•_•I is for:or %en !th:top of,his page. ...: more beneath the ground.Somc cxamples are underground j:ml,s,luring:L gasoline. used oil.or dicsrl fuel.and 2.industrial,ol\cot,. nc,d,'\.h-rhtcide\or fumigants. When out To Notify?. alterOwn Jsofarlt 1. 1974.bstoragestlli the in castat nsr hrcn I taken out cal operation after Januan I. 1974,httt still in the ground.must notil\ h\ What Tanks Are Excluded! Tanks remo\cd from the ground arc not subject to Ma\8,1986.2.O\\ncrs who bring underground storage tanks into use after Ma x. notification.Other tanks excluded from notification are 1986.must notify within 30 days of bringing the tanks into use. 1.farm or residential lank%of*1.100gallon%or lc„caracio used for storing motor fuel rr noncommercial purposes: Penalties: Any owner who knowingly fails to notify or submits false information finks used furstonng heating nil forcomumpn\+:uw on the premise\wherestored: shall be subject to a civil penalty not to exceed$16.000 for each lank for which septic tanks: notification is not given or for which false information is submitted. t. - 1' • 4;;:±,-� lePlease type or print in ink all items except-signal urc-in Section V.This form must by completed for Indicate number of ach location containing underground storage tanks.If more than S tanks are owned at this lccation.. continuation sheets photocopy the rc%erse side:and staple conf inuation sheets to this form. attached wrier Name(Corporation,Individual,Public Agency.or Other Entity) (If same as Section 1,mark box here❑) Facility Name or Company Site Identifier,as applicable rtreet Address �j /j�h ri Sr f40 County // Ste t Address�jr State Road, apptic e 7�Z- AS AA �- ity State ZIP Code Coon�r,, ' Ale Area Code Phone Number City(nearest) State ZIP Code 2F- Ype c!Owner (Verk af!'!ha!a^pty ra! ElyCurrent ❑ State or Local Gov't Private or Indicate Mark box here if tank(s) Corporate number of are located on land within Former ® Federal Gov't ❑ Ownership tanks at this an Indian reservation or ❑ (GSA facility I.D no. uncertain location on other Indian trust lands Name(II same as Section I,mark box here ❑ IW Job Title Area Code Phone Number ��, �,t tee.. a+fL l0 7 ,? .Oro .. �• � • • ...;`:,�... •;+rT -tea. '.:�':"�';.. "::J.`s\• rii�'{:t ❑ Mark box here only it this is an amended or subsequent notification for this location. .t certify under periatty of law that I have personalty examined and am familiar with the information submitted in this and all attached 1I1cer documents,and that based on my inquiry of'hose individuals immediately responsible for obtaining the information, I believe that the submitted information is true.accurate.and complete. Name and official title of owner or owners Tuthryr:zprf rpDresentative Signal re Date Signed Fa-ISi]t ri9aes duPliea�a as Partnit _- application and 9'su.3 deplleofe:1s Permit Flre pepanmer,t rataina�crigutal �a�»tma7ecuea a��/vC¢ddczCtcc[QeCw �a"t �f- e�42rAnen6cj'CJre GJawwa+n—�oac� �nr'e': H:j I/ Fee: lug APPLICATIOi�I and PERMIT APPLICATIONa n d PERMIT far storage tank removal end transportation to approved tank disposal Yam in accord by: us vrith the provisions 01 M.G.L.Chapter t 48,SaLlion 38A.527 CM F 9.00,application Is neraoy rca.de by: for storage tank removal and transportation to approved tank dsposat yard in accordance with the prcvi: — of M.G.L Chapter 148.Section 38A,527 CMA 9.00.application is hereby made by: gwa• x Melvin Field Taryr OwnerNarm(;,Iowa print) _ 58 Cacbt Ldse. MA 02t42- 332 s sr X t/� loo'Meta.tlal Drive. Apt• l ar Tank Gamer Name(please print) e..••u Addmae ,... „d*mu to Re)Iti ... Co.or u+Uedrral C;.panYNam° att01ott1 ConetntCtton ress S`�yt • • • • e.. Add 1 ru Add." ��r t4atM P t Aera1 CJ3, F atina Co.or individual Signen+re(i eodv„0for pcnNd 1 Sigrur (M®PYytr.g for Parini) Other ❑IF-C-CAM11ed LSP Omer Address MA Address � ❑IFCr Certified Slgtatttre(it °pptyi Wfor pertNl) M.p 327 parcel COS $k�teka0(It M ennls. � 362-764 Mnin St. Y J Z 01.1 � Tank Location ar.r.m•o Sueatanee Laµ Stored I wa Carvftad C LSP s - Other aorta) �— p t ad Other Tack caaa�Y(� ^ 27 k 44�K �i � Tank pimanuata(yamµer:I,xtLnhl I /lb f UST- Ir, Tank LdCldon Ramarkc Lr♦oeeu Tank GPmtY(ga9arta) Subatenca"at Stored ,j Fly lr 0 r L- i Tank Oimansione(diameter z l engtn) .Htarntukc Frm trartsportirp waste EPA 1 A c ! Naaarda+++�°mar+if.at+ 4'}2 891 Turk Yard f !V� I ✓`rcP I 1t -,it dlep.saf Yard .. . tilh0� Stue Uc-° h:_., ••••t — rt geetrf�Tank Yard addressftmm t ansp�ng�e, ,�FCID- He:erdma waste ffuWaata n .tlTT) CT TY SC_j& r Tank yard: 003pate of a>mkadenA.ppraved tank disp.std yard i^ e pig Safe Too Froe T+L NwnCTyped mart gas Tank yard mdr°ae rt. NA 02740=0t: rrrvµ numbs r.�.,PTdla d OtAcer grantingPamµFt31Da mus� n+f+c S Permtta - R try Loca Fire CePanmentW GMIw d the Cay OrTown rt r h- I -"Forth FP-290 mgnedAnw ramel(-)('Consumpo"tl Use'tual of tania'L P: ed) Oars of exatraoon •Q Il9/9� Stare Cps rrtarahaf.UST R-V-wrY C0mp11anca Unt P.O.Bcx Ir129.Stor+.MA 01T75. Data of isat.e r2l l Sl9 4 Fre Code I—ahne q A- 1019 Bare'.#]Fee Tel.Nr:moer-800 322.48—: 'Int°m°tloaal /�A-1-Y l Dig ante approval curnoer. :•-rszlrawso'ryrr W . Signature I Title of Ciricer granting permit -- - - n-lic finer:amovarfat send Form��--?CR signed by L.:C]r rtre papr. ` _na.Cne.=sr:uner Face :;Coll-71o.Boston ,AA C2!C5.%6I8. �uner Name(from Section 1) s Location(from Section 11) #'a Page No._L—of 1 1 9-,5 r .'��J:f'� - ank Identification No.(e.g.,ABC-123),or Tank No. Tank No. Tank No. Tank No. Tank No. rbitrarily Assigned Sequential Number(P.g.,.1,?3...) 1.Status of Tank (Mark all that apply®) Currently in Use ® Q Q Q Q Temporarily Out of Use Permanently Out of Use Brought in+o Use after 5/8/86 Q Q Q Q Q] .Estimated Age(Years) ti D r 3.Estimated Total Capacity(Gallons) 7 — .Material of Construction' Steel Q Q (Mark one®) Concrete Q Q Q Q Fiberglass Reinforced Plastic Q Q Q Q Q] Unknown Q Q Q Q Q Other,Please Specify w.. .Internal Protection Cathodic Protection (Mark all that apply0) _ re:itIS1 None Unknown 5=1 ® Q Q [ Q Other,Please Specify " ^ External Protection Cathodic Protection F lark ag that apply®) painted e.g.,asphaltic) " Fiberglass Reinforced Plastic Coated Q Q None Unknown Other,Please Specify " .Piping Bare Steel 1. (Mark all that apply M) Galvanized Steel © ® Q Q 0 Fiberglass Reinforced Pia"tic Q Q Q 0 Q Cathodically Protected Q Q Q Q Q] Unknown Q Q Q Q1 Other,Please Specify r, .Substance Currently or last Stored a. Empty [� In Greatest quantity by Volume (::!a:k.sl!tha!aFPI,®) b: Petroleum Diesel Kerosene Gasoline(including alcohol blends) Used Oil Other,Please Specify Hot I c. Hazardous Substance Q Q Q Q Q Please Indicate Name of Principal CERCIA Substance OR Chemical Abstract Service(CAS)No. Mark box IS if tank stores a mixture of substances tI C7 d. Unknown 9.Additional information(for tanks permanently taken out of service) a: Estimated date last used(mo/yr) b: Estimated quantity of substance remaining(gal.) c..Mark box®if tailk was filled with inert material (e.g..sand,concrete) Q Q Q [Q [Q ( 7196 Page 2 1 1 1 � APPENDIX D 1 1 i 1 1 1 1 1 1 1 1 1 1 R ATE Groundwater Analytical, Inc. P.O. Box 1200 ANALYTICAL228 Main Street ' Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 November 13, 1998 :0 l iu Mr. David Bennett - ' Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 ' Project: Estate of Ruth Arenovski/B098-2170 Lab ID: 23836 Sampled: 11-10-98 Dear Dave: iEnclosed are the Hydrocarbon Fingerprint Analyses performed for the above referenced project. This project was processed for Rush turnaround. ' This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a project narrative indicating project changes and non-conformances, a ' brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. ' I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. ' Sincerely, ' Jonathan R. Sanford ' President J RS/awc Enclosures t f GROUYN13WATER ANALICAL ' ASTM Method D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID ' Field ID: HB-1: 779' Laboratory ID: 23836-01 Project: Estate of Ruth Arenovski/B098-2170 QC Batch ID: HF-1092-M 1 Client: Bennett&O'Reilly Sampled: 11-10-98 Container: 250mL Glass Received: 11-10-98 Preservation: Cool Extracted: 11-12-98 Matrix: Soil Analyzed: 11-13-98 ' % Moisture: 11 Dilution Factor: 25 Qualitatrve,.ldentification- This sample has GC/FID characteristics that are similar to: 1. Fuel Oil No.2/Diesel Fuel. L ' 2. Based on the distribution of the isoprenoid hydrocarbons to the n-C alkanes,the Fuel Oil No. 2/Diesel Fuel appears to be mildly weathered. ' - Arialyte Concentration ,, Umts�zk Reporting zLim�ty Total Petroleum Hydrocarbons 15,000 mg/Kg 1,600 C Surro ate`Com pound Recover mt3 ,QC Limits Q.. g P r Y crtho-Terphenyl d 60- 140 ' Method.Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ' d Indicates surrogate recovery outside recommended limits due to required sample dilution. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 GROUl013WATER ANALYTICAL ASTM METHOD D3328-90 (Modified) Hydrocarbon Fingerprinting (GC/FID) 1 !Lab ID 23836-01 25X HYDROCARBONS LABORATORY i 1 1 1 1 ' 5 10 15 ZO 25 30 35 40 45 50 Retention time (minutes) GROUNDWATER ANALYTICAL ' ASTM Method D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID ' Field ID: HB-1: 9-15' Laboratory ID: 23836-02 Project: Estate of Ruth Arenovski/B098-2170 QC Batch ID: HF-1092-M ' Client: Bennett&O'Reilly Sampled: 11-10-98 Container: 250ml-Glass Received: 11-10-98 Preservation: Cool Extracted: 11-12-98 Matrix: Soil Analyzed: 11-12-98 ' % Moisture: 5 Dilution Factor: 1 Qualitative Identification" This sample has GC/FID characteristics that are similar to: 1. Petroleum products in the'Fuel Oil range. Analyte Concentration ILIM ; Reporting Lima Total Petroleum Hydrocarbons 3,900 mg/Kg 62 QC Surrogate Compound Recovery C Lim �Q its ' ortho-Terphenyl „ 70 % 60-140 Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. ' Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. ' Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER ' ANALYTICAL ASTM METHOD D3328-90(Modified) Hydrocarbon Fingerprinting (GC/FID) Lab ID 23836-02 HYDROCARBONS LABORATORY 350-- mo- 5 10 15 20 25 30 35 40 45 50 Retention time (minutes) 1 GROUNDWATER ANALYTICAL ' ASTM Method D3328-90 (Modified) Hydrocarbon Fingerprinting by GC/FID Field ID: HB-1: 15-19 Laboratory ID: 23836-03 Project: Estate of Ruth Arenovski/B098-2170 QC Batch ID: HF-1092-M Client: Bennett&O'Reilly Sampled: 11-10-98 ' Container: 250mL Glass Received: 11-10-98 Preservation: Cool Extracted: 11-12-98 Matrix: Soil Analyzed: 11-13-98 Moisture: 4 Dilution Factor: 1 Qualitative Identification ' i for this sample. No petroleum product was identified p Analyte ( Corcentration Umts ` Reporting Limit _. Total Petroleum Hydrocarbons BRL mg/Kg 62 41 QC Surrogate Compound a F Recovery QC Limit14 s x, ortho-Terphenyl 89 % 60- 140 ! ' Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. '• ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL ASTM METHOD D3328-90 (Modified) Hydrocarbon Fingerprinting (GC/FID) Lab ID 23836-03 HYDROCARBONS LABORATORY so- so- 24 1 11 1 5 10 15 20 25 30 35 40 45 50 Retention time (minutes) GROUNDWATER ANALYTICAL Project Narrative ' Project: Estate of Ruth Arenovski/BO98-2170 Lab ID: 23836 Client: Bennett&O'Reilly Received: 11-10-98 ' V7A. Physical Condition of Samples) 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. The sample container label(s) agreed with the Chain of Custody. Analysis of Samples) No analytical anomalies or non-conformances were noted by the laboratory during the processing of these ' sample(s). All data contained within this report are released without qualification. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 228 Main Street GROUNDWATER Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(508)759-4441 AND WORK ORDER N2 32802 FAX(508)759-4475 Project Name: Finn: Es fave ��, P,O Az/1 ou5 It n — TURNAROUND ANALYSIS REQUEST 0!C t r 0' 1.�C Yolaulea Semlvoletlle� PeItMerbIPCB� Halals Potrdaum M'�r�+rb� Haz. General Omar❑ STANDARD(10 Business Days) Exvacteble v.l Et TPM va.r west. cMmlatry Project Number: Address: _ ❑ PRIORITY(5 Business Days) ❑ &eIYB-ZI 70 FL :: y ;' C ,/ �,RUSH(RAN- -Y w -z z _ Rush r O( equires Rush Auttnrirarinn winner) S Senlpler Name: Cl+ity/State%l!Zip: Please FAX YES ❑ NO o a 0 0 a 0`❑0 0 0 0 0 $3 m o o = o 53 c . 6reu.1 51 e., 14 FAX Number: Jm3 3 r y LL Telephone: Project Manager: BILLING ❑ � N € s ` n ry " a m m E ❑ ❑ ❑ o 0 o w GWA Reference No.: 1 a Q € a Purchase Order No.: w o ti s INSTRUCTIONS:Use separate line for each container(except replicates). pj C?`r -Z/?�J o g U o c s E O o a Sampling Matrix T e = a m - m �� 0 ❑ ❑ x ❑ YP Container(s) Preservation Filtered W $ S maa a 3 o ff ❑ c uW1 ❑ a ❑ ❑ o ❑ ❑ ❑ a o m o m❑ F' 3 NJ Um m¢ sa HNm ❑ asrXU aFm wJ mw a r ~¢ ¢- e;. pD a LABORATORYSAMPLE NUMBER _ n❑ oLu IDENTIFICATI o ❑ ❑e ❑ZE ❑0r se� ❑B M 'E `m(LabUseOnlY) [7 11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 01❑❑ ❑ ❑ ❑ ❑i = o 2S ❑ ❑ ❑ ❑ ❑ ❑ ❑�5 B l 1< iy 2. i T I �` X � 3 " b I F 2E- I i. REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific OC NOTE: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. Relinquished by ampler: Date Time Received b❑Safe Drinking Water Act Project specific OC includes Sample Duplicates,Matrix Spikes,and/or Y -- . Matrix Spike Duplicates.Laboratory OC is not project specific unless — ❑NPDES/Clean Water Act prearranged.Project specific OC samples are charged on a per sample ❑RCRA/Haz.Waste Char, basis.For water samples,each MS,MSD and Sample Duplicate requires a Time Received . Custody Seal Number: �;ry an additional sample aliquot. Y-'MA MCP(le C CMfl 40) X:edby: /O/C Reportable Concentrations Pro Specific OC Required Selection of OC Sample G , .{RCGW-1 ICS-1 Relinquished b Date Ti R eive b Labor ry: /�—� ❑Sample Duplicate ❑Selected by laboratory Cooler Serial Number: ❑RCGW-2 ❑RCS-2 ❑Matrix Spike ❑Please use sample: _ �+ ❑Other: ❑Matrix Spike Duplicate Method f Shipment: ❑GWA Couer Express Mail Federal pre s 0 UPS and 0 ' GROUNDWATER" ANALYTICAL Quality Assurance/Quality Control ' A. Program Overview t Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality; valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). ' Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented ' for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, ' one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GUMS sequences, all sequences close with a continuing ' calibration standard. GC/MS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control ' sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. 'B Definitio..ns ' Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the ' same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the ' method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each ' sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample ' Category: ASTM Method D3328-90(Modified) QC Batch ID: HF-1092-M Matrix: Soil Units mg/Kg Analyte,. 4w Spiked Measured Recovery QC Limits.' Fuel Oil No. 2 130 160 123 % 60- 140 QGSurrogate Compound � Recovery QC Limits. ' ortho-Terphenyl 94 % 60- 140 Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials 0 990). Analytical protocol modified by use of an internal standard. ' Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 GROUNDWATER 1 ANALYTICAL 1 Quality Control Report Method Blank 1 Category: ASTM Method D3328-90(Modified) QC Batch ID: HF-1092-M Matrix: Soil 1 Analyte' Concentration Umts Reporting 5 Limit. . Total Petroleum Hydrocarbons BRL mg/Kg 60 1 C Surrogate Compound Recovery; QC Limits ortho-Terphenyl 85 % 60- 140 % ' Method Reference: Comparison of Waterborne Petroleum Oils by Gas Chromatography,Volume 11.02,Water,American Society for Testing and Materials(1990). Analytical protocol modified by use of an internal standard. Results are quantified on the basis of 5a—androstane. Sample preparation protocol modified by use of microwave accelerated solvent extraction. Results are reported on a dry weight basis. 1 on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyze. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. a1 �� • 1 � 1 1 1 i t , 1 1 � Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 : 1 GROUNDWATER ANALYTICAL 1 Certifications and Approvals CONNECTICUT, Department of Health Services, PH-0586 Potable Water,Wastewater/Trade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved Solids,Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable Halocarbons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. MAINS, Department or;Human Services, MA1031. Drinking Water ' Reciprocal certification in accordance with Massachusetts certification for drinking water analytes. Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analytes. c MASSACHU$ETTS, Department of Environmental Protection, M=MA-103 Potable Water Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate-N,Nitrite-N,Fluoride, Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic Compounds,1,2-Dibromoethane,1,2-Dibromo-3-chloropropane,Total Coliform,Fecal Coliform,Heterotrophic Plate Count,E-Coli Non-Potable Water t Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DDD,DDE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated Biphenyls(water),Polychlorinated Biphenyls(oil). MICHIGAN, Department of Environmental Quality' Drinking Water Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2,1,2-Dibromoethane,1,2-Dibromo-3- chloropropane by EPA Method 504.1 NEW HAMPSHIRE Department:of Environmental Services, 202798. Drinking Water Metals by Graphite Furnace,Metals by ICP,Mercury,Nitrite-N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. ' Wastewater Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TDS,Total Hardness,Calcium,Magnesium,Sodium,Potassium, Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. RHODE ISLAND, Department of Health, 54 Surface Water,Air,Wastewater, Potable Water,Sewage ' Chemistry: Organic and Inorganic Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' Off. N ATE Groundwater Analytical, Inc. P.O. Box 1200 ANALYTiCAL228 Main Street ' Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 February 11, 1999 Mr. David Bennett Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 Project: Est. of Ruth Arenovski/B098-2170 Lab ID: 25176 ' Sampled: 02-08-99 Dear Dave: ' Enclosed are the Extractable Petroleum Hydrocarbons Analyses performed for the above referenced project. This project was processed for Rush turnaround. ' This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a project narrative indicating project changes and non-conformances, a ' brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. ' Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, ,a 1 Jonathan R. Sanford ' President J RS/awc Enclosures ' GROUNDWATER ANALYTICAL ' Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: SW-E: 7-12' Laboratory ID: 25176-01 Project: Est.of Ruth Arenovski/BO98-2170 QC Batch ID: EP-0603-M Client: Bennett&O'Reilly Sampled: 02-08-99 Container: 120mL Glass Received: 02-08-99 ' Preservation: Cool Extracted: 02-09-99 Matrix: Soil Analyzed: 02-10-99 % Moisture: 4 Dilution Factor: Aliphatic:1 Aromatic:1 EPH Ranges Concentration Units Reporting,Limit ' n-C9 to n-C18 Aliphatic Hydrocarbons BRL mg/Kg 30 n-C19 to n-C36 Aliphatic Hydrocarbons BRL mg/Kg 30 n-Cl1 to n-C22 Aromatic Hydrocarbons' BRL mg/Kg 30 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons' BRL mg/Kg 30 CAS Number Target Analytes i Concentration Units. , Reporting Limit 91-20-3 Naphthalene BRL mg/Kg 0.50 91-57 6 2-Methyl naphthalene BRL mg/Kg 0.50 85-01-8 Phenanthrene BRL mg/Kg 0.50 83-329 Acenaphthene BRL mg/Kg 0.50 208-96-8 Acenaphthylene BRL mg/Kg 0.50 86-73-7 Fluorene BRL mg/Kg 0.50 120-12-7 Anthracene BRL mg/Kg 0.50 206-44-0. Fluoranthene BRL mg/Kg 0.50 129-00-0 Pyrene BRL mg/Kg 0.50 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.50 218-01-9 Chrysene BRL mg/Kg 0.50 205-99-2 Benzo[blfluoranthene BRL mg/Kg 0.50 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.50 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.50 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.50 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.50 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.50 ;• QC . ecover st urroae' opo R ",,. Fractionation: 2-Fluorobiphenyl 74 % 40-140% 2-Bromonaphthalene 60 % 40-140 % ' Extraction: Chloro-octadecane 81 % 40- 140 % ortho-Terphenyl 81 % 40-140 % A/ C Certification Q�- Q. 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.1.1? Yes Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative. and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Results are calculated ' on a dry weight basis. Method modified by use of microwave accelerated solvent extraction technique. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in ' that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. i Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 i ' INROUN13WATER ANALYTICAL ' Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: SW-W: 7-12' Laboratory ID: 25176-02 ' Project: Est.of Ruth Arenovski/B098-2170 QC Batch ID: EP-0603-M Client: Bennett&O'Reilly Sampled: 02-08-99 Container: 120mL Glass Received: 02-08-99 Preservation: Cool Extracted: 02-09-99 Matrix: Soil Analyzed: 02-10-99 Moisture: 5 Dilution Factor: Aliphatic:1 Aromatic:1 ' EPH Ranges Concentration Units Reporting Limit. n-C9 to n-C18 Aliphatic Hydrocarbons t BRL mg/Kg 31 n-C19 to n-C36 Aliphatic Hydrocarbons t BRL mg/Kg 31 n-C11 to n-C22 Aromatic Hydrocarbons t I BRL mg/Kg 1 31 ' I Unadjusted n-CI1 to n-C22 Aromatic Hydrocarbons' _ BRL I mg/Kg �_ 31 Concentration Units CAS Number Target Analytes Reporting Limit 9.1-20-3 i Naphthalene BRL mg/Kg 0.52 -- - - 91-57-6 12-Methylnaphthalene I BRL mg/Kg ! 0.52 i 85-01-8 Phenanthrene BRL mg/Kg 0.52 83-32-9 Acenaphthene BRL mg/Kg 0.52 208-96-8 Acenaphthylene BRL mg/Kg 0.52 86-73-7 Fluorene BRL mg/Kg 0.52 120-12-7 Anthracene BRL mg/Kg 0.52 206-44-0. Fluoranthene BRL I mg/Kg 0.52 129-00-0 Pyrene BRL mg/Kg 0.52 56-55-3 Benzo[a]anthracene BRL mg/Kg I 0.52 ' 218-01-9 Chrysene BRL mg/Kg 0.52 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.52 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.52 ' 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.52 mg/Kg 0.52 3-39-5 Ind [1,2,3-c,d]pyrene BRL 19 eno 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.52 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.52 QG`SurrogateCompounds Recovery QC'Limits' ., Fractionation: 2-Fluorobiphenyl 78 o 40- 140 2-Bromonaphthalene 54 % 40- 140 ' Extraction: Chloro-octadecane 84 % 40- 140 ortho-Terphenyl 85 % 40- 140 QA/QC Certification .. ' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.1.1? Yes Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Results are calculated ' on a dry weight basis. Method modified by use of microwave accelerated solvent extraction technique. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. ' t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: SW-S: 7-12' Laboratory ID: 25176-03 Project: Est.of Ruth Arenovski/B098-2170 QC Batch ID: EP-0603-M Client: Bennett&O'Reilly Sampled: 02-08-99 Container: 120ml-Glass Received: 02-08-99 Preservation: Cool Extracted: 02-09-99 Matrix: Soil Analyzed: 02-10-99 % Moisture: 5 Dilution Factor: Aliphatic:1 Aromatic:1 ' EPH Ranges Concentration Units Reporting Limit n-C9 to n-C18 Aliphatic Hydrocarbons BRL mg/Kg 30 n-C19 to n-C36 Aliphatic Hydrocarbons BRL mg/Kg 30 n-C11 to n-C22 Aromatic Hydrocarbons t BRL mg/Kg 30 ' ! Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons BRL _ mg/Kg 30 L .CAS Number:,., ;: TargeE`Analytes Concentration Units ., Reporting Limit ' 91-20-3 Naphthalene BRL mg/Kg 0.50 91-57-6 2-Methyl naphthalene BRL mg/Kg 0.50 85-01-8 Phenanthrene BRL mg/Kg I 0.50 83-32-9 Acenaphthene BRL mg/Kg 0.50 ' 208-96-8 Acenaphthylene BRL mg/Kg 0.50 86-73-7 Fluorene BRL mg/Kg 0.50 120-12-7 Anthracene BRL mg/Kg 0.50 20644-0. Fluoranthene BRL I mg/Kg 0.50 129-00-0 Pyrene BRL mg/Kg 0.50 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.50 ' 218-01-9 Chrysehe BRL mg/Kg 0.50 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.50 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.50 ' 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.50 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.50 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.50 ' 191 24-2 Benzo[g,h,i]perylene BRL mg/Kg 1 0.50 QC;Sur, gate.Compounds '�'- Recovery QC°Limits • . Fractionation: 2-Fluorobiphenyl 89 % 40- 140 % ' 2-Bromonaphthalene 83 % 40- 140 Extraction: Chloro-octadecane 82 % 40- 140 % ortho-Terphenyl 89 % 40-140 % ' Y QA7QC,Certificaton 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3, Were any significant modifications made to the method,as specified in Section 11.3.1.1? Yes ' Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Results are calculated ' on a dry weight basis. Method modified by use of microwave accelerated solvent extraction technique. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. ' t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: SW-N: 7-12' Laboratory ID: 25176-04 Project: Est.of Ruth Arenovski/B098-2170 QC Batch ID: EP-0603-M Client: Bennett&O'Reilly Sampled: 02-08-99 Container: 120ml-Glass Received: 02-08-99 Preservation: Cool Extracted: 02-09-99 Matrix: Soil Analyzed: 02-10-99 % Moisture: 5 Dilution Factor: Aliphatic:1 Aromatic:1 ' EPH Ranges.,..,, Concentration Units Reporting Limit n-C9 to n-C18 Aliphatic Hydrocarbons t BRL mg/Kg 30 n-C19 to n-C36 Aliphatic Hydrocarbons BRL mg/Kg 30 n-C11 to n-C22 Aromatic Hydrocarbons' BRL mg/Kg 30 ' Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons -BRL _ mg/Kg 30 CAS Number Target-Analytes Concentration Units Reporting Cimit 91-20-3 Naphthalene BRL mg/Kg 0.50 91-57-6 2-Methylnaphthalene BRL mg/Kg 0.50 85-01-8 Phenanthrene BRL mg/Kg 0.50 ' 83-32-9 Acenaphthene BRL mg/Kg 0.50 208-96-8 Acenaphthylene BRL mg/Kg 0.50 86-73-7 Fluorene BRL mg/Kg 0.50 120-12-7 Anthracene BRL mg/Kg 0.50 ' 206-44-0. Fluoranthene BRL mg/Kg 0.50 129-00-0 Pyrene BRL mg/Kg 0.50 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.50 ' 218-01-9 Chrysene BRL mg/Kg 0.50 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.50 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.50 ' 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.50 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.50 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.50 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 1 0.50 QCeSurtogate�;Compounds Recovery:• QC Lurtits ,• Fractionation: 2-Fluorobiphenyl 86 % 40- 140 t 2-Bromonaphthalene 87 % 40-140 % Extraction: Chloro-octadecane 79 % 40- 140 % ortho-Terphenyl 90 % 40- 140 % QA/QC Certification 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all perform ance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.1.1? Yes ' Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Results are calculated ' on a dry weight basis. Method modified by use of microwave accelerated solvent extraction technique. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: BOH: 12-13' Laboratory ID: 25176-05 ' Project: Est.of Ruth Arenovski/B098-2170 QC Batch ID: EP-0603-M Client: Bennett&O'Reilly Sampled: 02 08-99 Container: 120mL Glass Received: 02-08-99 Preservation: Cool Extracted: 02-09-99 Matrix: Soil Analyzed: 02-10-99 % Moisture: 5 Dilution Factor: Aliphatic:1 Aromatic:1 F EPH Ranges Concentration Units Reporting limit ' n-C9 to n-C18 Aliphatic Hydrocarbons t _� _ BRL mg/Kg I 30 n-09 to n-C36 Aliphatic Hydrocarbons t BRL I mg/Kg 30 n-Cl 1 to n-C22 Aromatic Hydrocarbons t BRL mg/Kg 30 ' Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons BRL mg/Kg 30 CAS Number Target Analytes Concentration Units Reporting.Limit 1 91-20-3 Naphthalene BRL mg/Kg 0.51 j 91-57-6 2-Methylnaphthalene BRL mg/Kg 0.51 85-01-8 Phenanthrene BRL I mg/Kg 0.51 ' 83-32-9 Acenaphthene BRL j mg/Kg I 0.51 208-96-8 Acenaphthylene BRL mg/Kg ( 0.51 86-73-7 Fluorene BRL mg/Kg 0.51 120-12-7 Anthracene BRL mg/Kg I 0.51 j ' I 206-44-0. Fluoranthene BRL mg/Kg I 0.51 129-00-0 Pyrene BRL mg/Kg 0.51 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.51 ' 218-01-9 Chrysehe BRL mg/Kg 0.51 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.51 207-08-9 Benzo[klfluoranthene BRL mg/Kg 0.51 ' S0-32-8 I Benzo[a]pyrene BRL mg/Kg 0.51 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg I 0.51 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.51 191-24-2 Benzo[g,h,ilperylene BRL mg/Kg 0.51 ' QC Surrogate Compounds Recovery QC Limits Fractionation: 2-Fluorobiphenyl 89 % 40- 140 2-Bromonaphthalene 86 % 40- 140 % tExtraction: Chloro-octadecane 77 % 40- 140 ortho-Terphenyl 87 % 40- 140 % QA/QC.Certification 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.1.1? Yes ' Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Results are calculated on a dry weight basis. Method modified by use of microwave accelerated solvent extraction technique. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. ' t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-Cl1 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUN13WATER ANALYTICAL ' Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID ' Field ID: Clean Overburden Laboratory ID: 25176-06 Project: Est.of Ruth Arenovski/B098-2170 QC Batch ID: EP-0603-M Client: Bennett&O'Reilly Sampled: 02-08-99 Container: 120mL Glass Received: 02-08-99 Preservation: Cool Extracted: 02-09-99 Matrix: Soil Analyzed: 02-10-99 Moisture: 5 Dilution Factor: Aliphatic:1 Aromatic:1 ' EPH Ranges Concentration Units Reporting Limit n-C9 to n-C18 Aliphatic Hydrocarbons BRL I mg/Kg 30 n-C19 to n-C36 Aliphatic Hydrocarbons I BRL mg/Kg 30 n-C11 to n-C22 Aromatic Hydrocarbons BRL mg/Kg 30 ' Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons L BRL mg/Kg —30 CAS Number. Tar 11 get Analytes Concentration Units I Reporting Limit ' J 91-20-3 Naphthalene BRL mg/Kg I 0.51 91-57-6 2-Methyl naphthalene BRL mg/Kg 0.51 85-01-8 Phenanthrene BRL mg/Kg 0.51 ' 83-32-9 Acenaphthene BRL mg/Kg +____0.51 208-96-8 Acenaphthylene BRL mg/Kg 0.51 86-73-7 Fluorene BRL mg/Kg I 0.51 120-12-7 I Anthracene BRL mg/Kg I 0.51 206-44-0 I Fluoranthene BRL mg/Kg 0.51 129-00-0 Pyrene BRL mg/Kg 0.51 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.51 ' 218-01-9 I Chrysene BRL mg/Kg j 0.51 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.51 1207-08-9 Benzo[k]fluoranthene BRL F mg/Kg 0.51 50-32-8 I Benzo[a]pyrene BRL mg/Kg 0.51 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.51 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.51 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.51 Q`C'Surrogate Compounds., ',"".:::.Recovery.'.:. QC'Limits Fractionation: 2-Fluorobiphenyl 87 % 40-�140 %2-Bromonaphthalene 84 % 40- Extraction: Chloro-octadecane 78 % 40- 140 ortho-Terphenyl 85 % 40- 140 % QA/QC"Certification 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.1.1? Yes ' Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Results are calculated ' on a dry weight basis. Method modified by use of microwave accelerated solvent extraction technique. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. ' t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' G DUNDWATER ANALYTICAL Project Narrative ' Project: Est. of Ruth Arenovski/BO98-2170 Lab ID: 25176 Client: Bennett&O'Reilly Received: 02-08-99 7771 A. Physical Condition of Sample(s) 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. The sample container ' label(s) agreed with the Chain of Custody. C. Ahalysis of Samples) No analytical anomalies or non-conformances were noted by the laboratory during the processing of these ' sample(s). All data contained within this report are released without qualification. �I ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER Buz Main Street ANALYTICAL Buzzards Bay,MA 02532)79-444 CHAIN-ANDWOFKORD R RECORD N° 33095 Telephone(508)759-4441 AND WORK ORDER FAX(508)759-4475 Project Name: Firm: p''''JJ pp /� // �� TURNAROUND ANALYSIS REQUEST 51 4 P,,,A APe f6t 1,k, O a�7�C I G� r vasntee semlxomu ee Pestme a Pcee Metal. Peboteum trya xallos Hax. Ge....i ❑tom, ❑ STANDARD(10 Business Days) Extrecteble vol Ext TPH va.r west. cnemlevv Project Number: / Address: / ❑ PRIORITY(5 Business Days) o RUSH(RAN- ) o m R o o v m ?m Li m 8 (Rush requires Rush Aul;o/, N tuber) ❑ mF a is Sampler Name: City/State/Zip: a m� 93 ti �s d o a L �+ /� n / Please FAX YES ❑ NO ❑ ❑ ❑ ❑ ❑ 1000 o ❑ ❑ ❑ ❑❑ = I QQ/C ulS7E' FAX Number. _�y �117 a Projec Man T Ter. Telephone: / // _ BILLING y N 9 a ��G� 6 -Cjyl� � o a o r ❑ a o a o 2 0 g Purchase Order No.: GWA Reference No.: INSTRUCTIONS:Use separate line for each container(except replicates). �7l/r/n Zl�� m N _ Q L" ❑ m N m ¢ F f rA L ❑ rS H O v o Ua c O ❑ N ❑ O 'fi u e Sampling Matrix Type Container(s) Preservation Flllered Z $ e $ G "a 8 a e a o s N o = z g ❑ w £ tu n c a ❑ o F i rN° LABORAyyLT ORY — q m ❑a 'm ❑o ° �—o m 'qao SAMPLE 5 NUMBER ❑ `5 LC e a 0 . IDENTIFICATION (Lab Use Only) ❑ffwlh 6 =❑ i ❑i ci 12 s Sid- ' -1 SW— 7 bZ' 0 E REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific OC NOTE: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. Relinquished by ampler. Date Time Received 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 q ❑NPDES/Clean Water Act prearranged.Project specific OC samples are charged on a per sample / ❑RCRAA-laz.Waste Char. basis.For water samples,each MS,MSD and Sample Duplicate requires Relin (shed by: Date Time Received by: Custody Seal Number: an additional sample aliquot. MA MCP(310 CMR 40) Reportable Concentrations Project Specific OCR —_I pec Required Selection o1 OC Sample Relinquished b Dat me Rec,wed ❑RCGW-1 ❑RCS-1 ❑Sample Duplicate ❑Selected by laboratory q y' Ti y aboratory: ,J Cooler Serial Number; ❑RCGW-2 RCS-2 ❑Matrix Spike El Please use sample: / a-t) 7�t i= izp,• ❑Other ❑Matrix Spike Duplicate Method of Shipment: ❑GWA Cou'er❑Express Mai Federal Express 0 UPS and 0 ' GROUNDWATER ANALYTICAL Quality Assurance/Quality Control ' A. Program Overview Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA,SW-846, Update III (1996). ' Quality Control protocols include written Standard Operating Procedures (SOPs) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented ' for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one met-iod blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. ' All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing ' calibration standard. GC/MS systems are tuned to appropriate,ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. B. Definitions Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the ' method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks ' consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected.for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each ' sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ' Quality Control Report Laboratory Control Sample ' Category: MA DEP EPH Method QC Batch ID: EP-0603-M Matrix: Soil ' Units: mg/Kg F1CAS Number Analyte Spiked Measured Recovery- QC Limits -84-2 n-Nonane(C9) 5.0 2.4 49 % 40-140 ' 629-594 n-Tetradecane(C14) I 5.0 3.8 76 % 40- 140 629-92-5 n-Nonadecane(C,,) 5.0 4.1 83 % 40- 140 112-95-8 n-Eicosane(CZo) 5.0 4.5 I 91 % 40- 140 ' 630-02-4 n-Octacosane((-98) 5.0 4.4 88% - I 40- 140 0/6 91-20-3 j Naphthalene _ 5.0 3.3 66 % 40- 140 83-32-9 Acenaphthene 5.0 3.9 79 % 40- 14040% ' 120-12-7 Anthracene 5.0 4.5 90 % 40- 140 129-00-0 Pyrene 5.0 4.5 91 % 40- 140 218-01-9 Chrysene 5.0 4.9 99 % 40- 140 QC`Suc"rogate:Compounds Recovery QC Limits'`` Fractionation: 2-Fluorobiphenyl 80 % 40- 140 % 2-Bromonaphthalene 51 % 40- 140 Extraction: Chloro-octadecane 83 % 40- 140 ' ortho-Terphenyl 81 % 40- 140 Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). . ' Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Quality Control Report Method Blank Category: MA DEP EPH Method QC Batch ID: EP-0603-M Matrix: Soil EPH.Ra.nges Concentration Units. Reporting limit n-C9 to n-C18 Aliphatic Hydrocarbons BRL mg/Kg 30 n-C19 to n-C36 Aliphatic Hydrocarbons BRL mg/Kg 30 1 n-C11 to n-C22 Aromatic Hydrocarbons BRL mg/Kg 30 Unadjusted n C11 to n-C22 Aromatic Hydrocarbons BRL I mg/Kg 30 ' CAS Number Target Analytes Concentration Units Reporting Limit j 91-20-3 j Naphthalene ! BRL mg/Kg ! 0.50 91-57-6 2-Methyl naphthalene BRL mg/Kg j 0.50 I ' 85-01-8 Phenanthrene BRL mg/Kg 0.50 83-32-9 Acenaphthene I BRL I mg/Kg 0.50 208-96-8 Acenaphthylene BRL mg/Kg 0.50 ' 86-73-7 Fluorene BRL mg/Kg 0.50 120-12 7 Anthracene I BRL j mg/Kg 0.50 206-44-0 Fluoranthene BRL mg/Kg 0.50 129-00 0 Pyrene BRL I mg/Kg 0.50 ' 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.50 218-01-9 . Chrysene BRL mg/Kg 0.50 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.50 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.50 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.50 193-3°-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.50 ' S3-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.50 191-24-2 Benzo[g,hJ]perylene BRL mg/Kg 0.50 QC'Surrogafe'Compounds Recovery QC Limits ' Fractionation: 2-Fluorobiphenyl 78 % 40-140 % 2-Bromonaphthalene 59 % 40- 140 Extraction: Chloro-octadecane 79 % 40- 140 % ortho-Terphenyl . 88 % 40- 140 Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest t concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. t Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL Certifications and Approvals CONNECTICUT, Department of Health Services, PH-0586 Potable Water,Wastewater/Trade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved Solids,Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable Halocarbons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. MAINE; Department of Human Services, MA103 Drinking Water Reciprocal certification in accordance with Massachusetts certification for drinking water analytes. Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analytes. MASSACHUSETTS, Department of Environmental Protection, M-MA-103 Potable Water ' Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate-N,Nitrite-N,Fluoride, Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic Compounds,1,2-Dibromoethane,1,2-Dibromo-3chloropropane,Total Coliform,Fecal Coliform,Heterotrophic Plate Count,E-Coli 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 Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DDD,DDE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated Biphenyls(water),Polychlorinated Biphenyls(oil). MICHIGAN ;Department of Environmental Quality Drinking Water Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2,1,2-Dibromoethane,1,2-Dibromo-3- chloropropane by EPA Method 504.1 NEW HAMPSHIRE Department:of Environmental Services, 202798 Drinking Water Metals by Graphite Furnace,Metals by ICP,Mercury,Nitrite-N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. Wastewater Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TDS,Total Hardness,Calcium,Magnesium,Sodium,Potassium, Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. ' RHODE ISLAND,:Department of Health, 54 Surface Water,Air,Wastewater, Potable Water,Sewage ' Chemistry: Organic and Inorganic 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Groundwater Analytical, Inc. R TE P.O. Box 1200 ANALYTICAL 228 Main Street /^v■ ®�'a Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 1 February 16, 1999 p I Mr. David Bennett �g ' Bennett &.O'Reilly, Inc. 1- P.O. Box 1667 Brewster, MA 02631 Project: Est. of Ruth Arenovski/13098-2170 Lab I D: 25177 . ' Sampled: 02-08-99 Dear David: Enclosed are the Extractable Petroleum Hydrocarbons, Volatile Organics, Total Petroleum Hydrocarbons, Metals, Corrosivity, Reactivity and Ignitability Analyses performed for the above referenced project. This project was processed for Priority One Week turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this ' report. This report contains a project narrative indicating project changes and non-conformances, a brief description of the Quality Assurance/Quality Control procedures employed by our laboratory, and a statement of our state certifications. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. ' Sincerely, Jonathan R. Sanford ' President JRS/myr ' Enclosures GROUNDWATER ANALYTICAL Massachusetts DEP EPH Method Extractable Petroleum Hydrocarbons by GC/FID Field ID: Tank 02-BOH:6-7 Laboratory ID: 25177-01 ' Project: Est.of Ruth Arenovski/B098-2170 QC Batch ID: EP-0603-M Client: Bennett&O'Reilly Sampled: 02-08-99 Container: 120mL Glass Received: 02-08-99 Preservation: Cool Extracted: 02-09-99 Matrix: Soil Analyzed: 02-11-99 Moisture: 3 Dilution Factor: Aliphatic:1 Aromatic:1 EPH'Ranges Concentration Units Reporting Limit ' n-C9 to n-C18 Aliphatic Hydrocarbons BRL mg/Kg 30 n-C19 to n-C36 Aliphatic Hydrocarbons 36 mg/Kg 30 n-C11 to n-C22 Aromatic Hydrocarbons' BRL mg/Kg 30 ' Unadj-usted n-C11 to n :22 Aromatic Hydrocarbons BRL _�� _mg/Kg I — 30 i CAS Number '� Target Analytes Concentration. Units Reporting Limit r9.1-20-3 Naphthalene BRL mg/Kg 0.50 91-57-6 2-Methylnaphthalene BRL mg/Kg I 0.50 85-01-8 Phenanthrene 0.84 mg/Kg 0.50 ' 83-32-9 Acenaphthene BRL mg/Kg 0.50 208-96-8 Acenaphthylene BRL mg/Kg 0.50 86-73-7 Fluorene BRL I mg/Kg 0.50 120-12-7 Anthracene BRL mg/Kg 0.50 1 20644-0. Fluoranthene 0.94 mg/Kg 0.50 129-00-0 . Pyrene 0.77 mg/Kg 0.50 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.50 218-01-9 Chrysene BRL mg/Kg 0.50 205-99-2 Benzo[blfluoranthene BRL mg/Kg 0.50 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.50 50-32-8 Benzo[a]pyrene BRL mg/Kg I 0.50 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.50 53-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.50 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.50 ' ,QC'Surrogate Compounds =Recovery QG"Limits Fractionation: 2-Fluorobiphenyl 82 % 40-140 % 2-Bromonaphthalene 75 % 40- 14.0 % Extraction: Chloro-octadecane 93 % 40- 140 % ortho-Terphenyl 92 % 40- 140 % QA/Q--Certification ' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.1.1? Yes Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Results are calculated on a dry weight basis. Method modified by use of microwave accelerated solvent extraction technique. ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in ' that range. 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 82608 ' TCL Volatile Organics by GC/MS Field ID: Contaminated Stockpile Laboratory ID: 25177-03 ' Project: Est.of Ruth Arenovski/6098-2170 QC Batch ID: VM2-1964-S Client: Bennett&O'Reilly Sampled: 02-08-99 Container: 20 mL Glass Received: 02-08-99 Preservation: Cool Analyzed: 02-11-99 ' Matrix: Soil Dilution Factor: 1 Moisture: 6 CAS Number Analyte Concentration 'Units Reporting Limit 74-87-3 I Chloromethane BRL I ug/Kg 11 75-01 4 Vinyl Chloride BRL I ug/Kg 11 -- 11 74-83-9 Bromomethane I BRL ug/Kg 75-00-3 Chloroethane BRL ug/Kg 11 ' 75 35-4 1,1-Dichloroethene_ i BRL ug/Kg 1 5 ug/Kg 53 — 67-64-1 Acetone 75 15 0 I Carbon Disulfide BRL ug/Kg j 53 BRL ug/Kg 11 ' 75-09-2 Methylene Chloride _� 156-60-5 trans 1,2-Dichloroethene BRL I ug/Kg I 5 75-34-3 I 1,1-Dichloroethane BRL ug/Kg 5_ 156-59-2 cis-1,2-Dichloroethene I— BRL ug/Kg 5 ' 78- 33-3 2-Butanone(MEK) BRL ug/Kg 1 53 67-66-3 I Chloroform BRL ug/Kg 5 71-55-6 111-Trichloroethane I BRL ug/Kg 5 56-23-5 Carbon Tetrachloride BRL ug/Kg 5 ' 71-43-2 Benzene BRL ug/Kg 5 107-06-2 1,2-Dichloroethane BRL ug/Kg 5 79-01-6 Trichloroethene BRL ug/Kg 5 78-87-5 1,2-Dichloropropane BRL ug/Kg 5 75-27-4 Bromodichloromethane BRL ug/Kg 5 10061-01-5 cis-1,3-Dichloropropene BRL ug/Kg 5 108-10-1 4-Methyl-2-Pentanone(MIRK) BRL ug/Kg 1 53 108-88-3 Toluene BRL I ug/Kg I 5 10061-02-6 trans 1,3-Dichloropropene BRL ug/Kg 5 79-00-5 1,1,2-Trichloroethane j BRL I ug/Kg I 5 ' 127-18-4 Tetrachloroethene BRL ug/Kg 5 i 591-78-6 2-Hexanone BRL ug/Kg 53 124-48-1 Dibromochloromethane BRL I ug/Kg 5 108-90-7 Chlorobenzene BRL ug/Kg 5 100414 Ethylbenzene BRL ug/Kg I 5 I108-38-3/106-42-3 meta-Xylene and para-Xylene BRL ug/Kg 5 95-47-6 ortho-Xylene BRL ug/Kg 5 ' 100-42-5 Styrene BRL ug/Kg 5 75-25-2 Bromoform BRL ug/Kg I 5 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 5 QC`Surrogate Compounds .:Recovery QC:Limrts, ' Dibrornofluoromethane 98 % 80-120 1,2-Dichloroethane-d4 98 % 80-120 Toluene-d8 98 % 81 -117% ' 4-Bromofluorobenzene 108 % 74-121 Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyte list as specified by the Target Compound List(TCL)of the US EPA Contract Laboratory Program. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 GROUNDWATER 1 ANALYTICAL 1 Trace Metals by ICP-AES and CVAA Field ID: Contaminated Stockpile Laboratory ID: 25177-02 1 Project: Est.of Ruth Arenovski;B098-2170 Sampled: 02-08-99 Client: Bennett&O'Reilly Received: 02-08-99 Container: 120 mL Glass % Solids 97 Preservation: Cool 1 Matrix: Soil f Reporting I CAS Number Analyte Concentration Units Analyzed' QC Batch Method 1 Limit 7440-38-2 Arsenic, Total 1.3 mg/Kg 1.1 02-12-99 i MM-0731-5 6010B 7440-43-9 Cadmium,Total BRL mg/Kg 0.53 02-12-99 MM-0731-5 60106 1 7440-47-3 Chromium,Total 1.8 mg/Kg 1.1 02-12-99. MM-0731-S 601013 j 7439-92-1 Lead,Total 28 mg/Kg i 11 02-12-99 j MM-0731-S j 601013 j 7439-97-6 Mercury,Total BRL I mg/Kg 0.052 02-12-99 MP-0576-S 7471A 1 Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest ' concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. 1 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 418.1 (Modified) Total Petroleum Hydrocarbons by IR ' Field ID: Contaminated Stockpile Laboratory ID: 25177-02 Project: Est.of Ruth Arenovski/B098-2170 QC Batch ID: HI-1094-X Client: Bennett&O'Reilly Sampled: 02-08-99 ' Container: 120 mL Glass Received: 02-08-99 Preservation: Cool Extracted: 02-11-99 Matrix: Soil Analyzed: 02-12-99 ' % Moisture: 6 Dilution Factor: 1 Analyte Concentration Units Reporting Limit ' Total Petroleum Hydrocarbons 54 mg/Kg 30 Method Reference: Methods for Chemical Analysis of Water and Wastes, US EPA 600/4 790-020,Revised(1983). Sample preparation protocolr modified by use of soxhlet extraction procedure. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ' RCRA HAZARDOUS WASTE CHARACTERIZATION Field ID: Contaminated Stockpile F e Lab ID: 25177-02 P Project: Est. of Ruth Arenovski/B098-2170 Sampled: 02-08-99 Client: Bennett & O'Reilly Received: 02-08-99 t Cont/Prsv: 120mL Glass!Cool Matrix: Soil ' REPORTING . DATE PARAMETER RESULT UNITS LIMIT ANALYZED EPA METHOD Corros.ivity 7.2 pH N/A 02-11-99 9045 I,gnitability FlashEoint > 165 F N/A 02-11-99 1010-Mod Reactive Cyanide BRL mg/Kg 5 02-11-99 Chp 7.3.3.2 Reactive Sulfide BRL mg/Kg 25 02-11-99 Chp 7.3.4.2 ' BRL = Below Reporting Limit. N/A = Not Applicable. Method References: Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). 1 GROUNDWATER 1 ANALYTICAL 1 EPA Method 8082 Polychlorinated Biphenyls (PCBs) by GC/ECD 1 Field ID: Contaminated Stockpile Laboratory ID: 25177-02 Project: Est.of Ruth Arenovski/B098-2170 QC Batch ID: PB-0763-M Client: Bennett&O'Reilly Sampled: 02 08 99 Container: 120mL Glass Received: 02-08-99 1 Preservation: Cool Extracted: 02-10-99 Matrix: Soil Analyzed: 02-12-99 % Moisture: 6 Dilution Factor: 1 ' CAS Number , Analyte Concentration Units Reporting Limit 12674-11-2 I Aroclor 1016 BRL ug/Kg 80 1 1 1 04-28-2 Aroclor 1221 I BRL ug/Kg 80 ' 1 1 1 41-1 6-5 Aroclor 1232 BRL ug/Kg — 80 53469-21-9 1 Aroclor 1242 I _ BRL _ ug/Kg 80 j 12672-29-6 Aroclor 1248 BRL j ug/Kg j 80 1.1097-69-1 Aroclor 1254 BRL I ug/Kg 80 1 11096-82-5 Aroclor 1260 BRL j ug/Kg I 80 QC Surrogate:Compound Recovery QC.Limits Tetrachloro-m-xylene 84 % 25- 121 % Decachlorobiphenyl 100 % 28- 138 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Analyte list as Aroclor analytes formerly specified by EPA Method 8080A. Results are reported on a dry weight basis. ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. i 1 1 1 1 1 1 1 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ' Project Narrative ' Project: Est.of Ruth ArenvoskilBO98-2170 Lab ID: 25177 Client: Bennett&O'Reilly Received: 02-08-99 A- Physical Condition of Samples) 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, with the following ' amendment(s) or correction(s): 1. Sample 25177-02 was analyzed by EPA Method 418.1, 8082 PCB and for As, Cd, Cr, Hg, Pb, Reactivity, Ignitability and Corrosivity. ' 2. Sample 25177-03 was analyzed by EPA Method 8260 TCL List. ' C. Analysis'of SampleW No analytical anomalies or non-conformances were noted by the laboratory during the processing of these sample(s). All data contained within this report are released without qualification. 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 228 Main Street WA TER Buzzards Bay,MA02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(508)759-4441 AND WORK ORDER N2 33094 Pr FAX(508)759-4475 'Project Name: Firm:I TURNAROUND ANALYSIS RE QUEST ff !� 0 (i� I TL PeeVHe bPCB• Peo-obtan Hyd—rb. Hez. General ❑ STANDARD 10 Business Days) vaames W.I.semwea Metal. ane �1 ( Y ) Exuemeble Vol Et TPH Vol.TP Waste Chemistry Project Number: Address: )I III (5 Business Days) c / PC po �/ / ❑ RUSH(RAN- Please �a` Z D !J Cfj ) o w u m o 8 2 m m m (Rush requires Rush Authodzadon Number) c ti U I F _ ❑ ; o 1 m E a $ Y LL Sampler Name: City/Slate/Zip: s s <" 9 9 m 3 N g a e a FAX j� YES p NO ❑ ❑ ❑ ❑ ❑ a a❑ O ❑ ❑ O ❑p FAX Number: -�/Ee7 ❑M, c Project Manager: Telephone: a 1 3 ❑ r BILLING to N v .. ti o ti N a N a a r z Purchase Order No.: GWA Reference No.: ❑ 0 0 0 ❑ '❑ a o W o 9 ❑ b L w r ❑ ❑ > g e INSTRUCTIONS:Use separate line for each container(except replicates). b QqG -z17 0 W ❑ m ¢ " ❑ ❑ a o a Sampling Matrix Type = o - ❑ - 0 A YP Containers S o a v atL u o _ O Preservation. Fluered s w 0 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ o $ a o m 0 ❑ ❑ ° y y N 3 Q s LL & ; ° o x, �, 8 SAMPLE a a rn ❑ ¢ LABORATORY w - o d gr' x i a W a A _ ❑ q ❑ o f IDENTIFICATION T11- .8 o w >o g m y o. a y NUMBER u > $ - v a ¢ a f n a m o r l a1 m m td a Q O x (Lab Use Only) m oa e g 'v $ a a 2 m ❑ q q £ ce ❑ ,o' o f E E QE E E (S ❑ Ro - o - cmi m m a $ a v tto i x i i 3 Z u w o m .1 i'o m- us o - x'c7 c = a a a o❑ m 0 a t°- e u: i T / -7 X [ I REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific OC NOTE: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. Relinquished by ampler. Date Time Received 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 ❑NPDES/Clean Water Act prearranged.Project specific OC samples are charged on a per sample ❑RCRA/Haz.Waste Char. basis.For water samples,each MS.MSD and Sample Duplicate requires Relin ed by: Date Time Received by: Custody Seal Number.an additional sample aliquot. MA MCP(310 CMR 40) Reportable Concentrations Project Specific OCR �—J pee Required Selection of OC Sample ❑RCGW-1 ❑RCS-1 ❑Sample Duplicate Relinquished by: Date Time Re etl b aboJatory .. P e ❑Selected by laboratory d Cooler Serial Number: ��,,AA ❑Matrix Spike �!r❑RCGW-2 yy RCS-2 P e ❑Please use sample: ❑Other. / El Matrix Spike Duplicate Method of Shipment: ❑GWA Courier❑Express Mail ❑Federal Express �'— ❑UPS 0 Hand 0 ' GROUNDWATER ANALYTICAL ' Quality Assurance/Quality Control ' A. Program Overview Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans; US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). ' Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented ' for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing ' calibration standard. GC/MS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality .Assessment protocols for most inorganic analyses include a minimum of one laboratory control ' sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. F777B Definitions ' ......... Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the ' method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each ' sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL ' QUALITY ASSURANCE Laboratory Control Sample Recovery ' Category: Trace Metals Matrix: Soil Units: mg/Kg ' Laboratory Control Sample SPIKE SPIKED PERCENT QC ANALYTE BATCH ID ADDED RESULT RECOVERY LIMITS Cadmium MM-0731-SLI 100 95 95 % 80-120 Chromium MM-0731-SLI 100 96 96 % 80-120 Lead MM-0731-SLI 100 91 91 % 80-120 Arsenic MM-0731-SLF 5.0 5.3 105 % 80-120 Mercury MP-0576-SL 0.250 0.250 101 % 80-120 t Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. ' GR13UNDWATER ANALYTICAL QUALITY ASSURANCE ' Method Blank ' Category: Trace Metals Matrix: Soil ' REPORTING EPA PARAMETER CONCENTRATION LIMIT BATCH ID METHOD (mg/Kg) (mg/Kg) Cadmium BRL 0.50 MM-0731-SB 6010 Chromium BRL 1.0 MM-0731-SB 6010 Lead BRL 10 MM-0731-SB 6010 Arsenic BRL 1 .0 MM-0731 SB 6010 ' Mercury BRL 0.050 MP-0576-SB 7471 BRL = Below Reporting Limit. Method References: Test Methods for Evaluating Solid Waste, US EPA SW-846, ' Third Edition (1986). Graphite Furnace analyses performed with Zeeman background correction and Lvov platform technique. i GR13UNDWATER ANALYTICAL Quality Control Report Laboratory Control Sample Category: EPA Method 418.1 (Modified) QC Batch ID: HI-1094-X Matrix: Soil ' Units: mg/Kg Analyte Spiked,: Measured Recovery QC Limits' Fuel Oil No. 2 790 I 750 95 % I 60- 140 Method Reference: Methods for Chemical Analysis of Water and Wastes,US EPA-600/4-790-020,Revised(1983). Sample preparation protocol modified by use of soxhlet extraction procedure. Results are reported on a dry weight basis. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. t I 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Quality Control Report Method Blank ' Category: EPA Method 418.1 (Modified) QC Batch ID: HI-1094-X Matrix: Soil Analyte Concentration Units Reporting Limit. Total Petroleum Hydrocarbons BRL mg/Kg 30 ' Method Reference: Methods for Chemical Analysis of Water and Wastes,US EPA-600/4-790-020,Revised(1983). Sample preparation protocol modified by use of soxhlet extraction procedure. Results are reported on a dry weight basis. ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. i t it Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ANALYTICAL ' Quality Control Report Laboratory Control Sample ' Category: EPA Method 8082 QC Batch ID: PB-0763-M Matrix: Soil Units: ug/Kg CAS Number. Analyte Spiked Measured Recovery QC Limits 11097-69-1 Aroclor 1254 330 330 99% 70- 130 ' QC'Surrogate Compound Recovery QC.Limits Tetrachloro-m-xylene 94% 25- 121 Decachlorobiphenyl 101% 28-138 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update III(1996). Results are calculated on a dry weight basis. Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, ' or alternatively based upon the historical average recovery plus or minus three standard deviation units. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8082 QC Batch ID: PB-0763-M Matrix: Soil CAS.Number Analyte Concentration. Units_ Reporfmg`Limif 12674-11-2 Aroclor 1016 BRL ug/Kg 80 1 1 1 04-28-2 Aroclor 1221 BRL ug/Kg 80 ' 1 1 1 41-1 6-5 Aroclor 1232 BRL ug/Kg 80 53469-21-9 Aroclor 1242 BRL ug/Kg 80 12672-29-6 Aroclor 1248 BRL ug/Kg 80 ' 1 1 09 7-69-1 Aroclor 1254 — —BRL — ug/Kg 80 11096-82-5 Aroclor 1260 BRL ug/Kg 80 QCSurrogate Compound Recovery, QC Limits ' T.etrachloro-m-xylene 99 % 25- 121 % Decachlorobiphenyl 105 % 28- 138 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Analyte list as Aroclor analytes formerly specified by EPA Method 8080A. Results are reported on a dry weight basis. ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Quality Control Report Laboratory Control Sample ' Category: EPA Method 8260B QC Batch ID: VM2-1964-SL Matrix: Soil — Units: ug/Kg CAS Number _Analyte Spiked Measured Recovery QC Limits 75-35-4 1,1-Dichloroethene 50 50 100 % I 70- 130 % 71-43-2 Benzene 50 I 49 99 % 70- 130 79-01-6 Trichloroethene 50 47 I 93 % 70- 130 108-88-3 Toluene 50 48 96 % 70 130 ' 108-90-7 Chlorobenzene— — 50 I 49 I 98 % 70- 130 to QC Surrogate Compounds Recovery QC Limits —_! �D—ibromofluoromethane 96 % I 80- 120 ' 1�;2-Dichloroethane d4 106 % I 80- 120 0/6 Toluene-d8 97 % I 81 - 117 4-Bromofluorobenzene 100 % 74- 121 Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition,Update III(1996). Report Notations: All calculations psrformed prior to rounding. Quality Control Limits are defined by the methodology, ' or alternatively based upon the historical average recovery plus or minus three standard deviation units. 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank ' Category: EPA Method 8260E QC Batch ID: VM2-1964-SB Matrix. Soil CAS Number Analyte Concentration Units Reporting Limit ' 74-87-3 Chloromethane BRL ug/Kg I 10 75 01-4 Vinyl Chloride BRL I ug/Kg I 10 74-83-9 I Bromomethane BRL ug/Kg I 10 ' 75-00-3 Chloroethane BRL ug/Kg I 10 -35-4 11,1-Dichloroethene BRL I ug/Kg 5 67-64-1 Acetone BRL I ug/Kg I 50 ' 75-15-0 Carbon Disulfide BRL — ug/Kg I 50 ! 75-09-2 1 Methylene Chloride j BRL I ug/Kg 10 156-60-5 trans-1,2-Dichloroethene I BRL I ug/Kg j 5 ' 1634-04-4 Methyl tert-butyl Ether(MTBE)° BRL ug/Kg 5 75-34-3 I 111-Dichloroethane BRL ug/Kg 5 156 59-2 cis-1,2-Dichloroethene BRL ug/Kg F 5 78-93-3 2-Butanone(MEK) BRL ug/Kg 50 ' 167-66-3 Chloroform BRL ug/Kg I 5 71-55-6 I 1,1,1-Trichloroethane BRL ug/Kg I 5 56-23-5 I Carbon Tetrachloride BRL ug/Kg 5 71-43-2 Benzene BRL I ug/Kg 5 107-06-2 I 1,2-Dichloroethane BRL ug/Kg 5 79-01-6 Trichloroethene BRL ug/Kg 5 j ' 78-87-5 1,2-Dichloropropane BRL ug/Kg 5 75-27-4 Bromodichloromethane BRL ug/Kg 5 10061-01-5 cis-1,3-Dichloropropene BRL I ug/Kg I 5 108-10-1 4-Methyl-2-Pentanone(MIBK) BRL ug/Kg 50 ' 108-88-3 Toluene BRL ug/Kg 5 10061-02-6 trans-1,3-Dichloropropene BRL ug/Kg I 5 79-00-5 1,1,2-Trichloroethane BRL I ug/Kg 5 ' 127-18-4 Tetrachloroethene BRL ug/Kg 5 591-78-6 2-Hexanone BRL ug/Kg 50 124-411 Dibromochloromethane BRL ug/Kg 5 ' 108-90-7 Chlorobenzene BRL ug/Kg 5 100-41-4 Ethylbenzene BRL ug/Kg I 5 108-38-3/106-42-3 meta-Xylene and para-Xylene BRL ug/Kg 5 ' 95-47-6 ortho-Xylene BRL ug/Kg 5 100-42-5 Styrene BRL ug/Kg 5 75-25-2 Bromoform BRL ug/Kg J 5 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/Kg 5 ' QC"Surrogate Compounds Recovery QC Limits Dibromofluoromethane 98 % 80-120% 1,2-Dchloroethane-d4 106 % 80-120% ' Toluene-d8 99 % 81 -117 4-Bromofluorobenzene 100 % 74-121 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Analyte list ' as specified by the Target Compound List(TCL)of the US EPA Contract Laboratory Program. Results are reported on a dry weight basis. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. ' Reporting limits are adjusted for sample dilution,percent moisture and sample size. 0 Indicates additional target analyte. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 ' GROUNDWATER ANALYTICAL ' Quality Control Report Laboratory Control Sample Category: MA DEP EPH Method QC Batch ID: EP-0603-M Matrix: Soil ' Units: mg/Kg CAS.Number Analyte Spiked Measured Recovery QC"Limits 111-84-2 n-Nonane(C9) 5.0 2.4 49% 40- 140 % ' 629-594 n-Tetradecane(C14) 5.0 3.8 76% 40- 140 % 629-92-5 n-Nonadecane(C19) 5.0 4.1 83 % 40- 140 112-95-8 n-Eicosane(C20) 5.0 4.5 91 % 40- 140 % 630-02-4 n-Octacosane(C28) 5.0 I 4.4 88 % 40- 140 91-20-3 Naphthalene _ 5.0 3.3 I 66 % ! 40- 140 % j 83-32-9 Acenaphthene 5.0 3.9 j 79 % 40- 140 % 120-12-7 j Anthracene 5.0 4.5 90 % 40- 140 ' 129-00-0 Pyrene 5.0 4.5 91 % j 40- 140 % 218-01-9 Chrysene 5.0 4.9 99 % 40- 140 % ' QC S6r'rogate:Compounds Recovery- QC Limits Fractionation: 2-Fluorobiphenyl 80 % 40- 140 % 2-Bromonaphthalene 51 % 40- 140 % ' Extraction: Chloro-octadecane 83 % 40- 140 ortho-Terphenyl 81 % 40- 140 Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998), ! ' Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL ' Quality Control Report Method Blank ' Category: MA DEP EPH Method QC Batch ID: EP-0603-M Matrix: Soil ' EPH Ranges . Concentration Units Reporting'limit n-C9 to n-C18 Aliphatic Hydrocarbons BRL mg/Kg 30 n-C19 to n-C36 Aliphatic Hydrocarbons BRL mg/Kg 30 ' n-C11 to n-C22 Aromatic Hydrocarbons t BRL mg/Kg 30 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons BRL mg/Kg 30 ' CAS Number Target Analytes Concentration. Units Reporting Limit 91-20-3 Naphthalene BRL mg/Kg 0.50 91-57-6 2-Methylnaphthalene BRL mg/Kg j 0.50 ' 85-01-8 Phenanthrene BRL mg/Kg 0.50 j 83-32-9 Acenaphthene BRL mg/Kg 0.50 208-96-8 Acenaphthylene BRL mg/Kg 0.50 86-73-7 Fluorene BRL _� mg/Kg 0.50 ' 120-12-7 Anthracene BRL mg/Kg 0.50 206-44-0 Fluoranthene BRL mg/Kg 0.50 129-00-0 Pyrene BRL mg/Kg 0.50 t 56-55-3 Benzo[a]anthracene BRL mg/Kg 0.50 218-01-9 . Chrysene BRL mg/Kg 0.50 205-99-2 Benzo[b]fluoranthene BRL mg/Kg 0.50 ' 207-08-9 Benzo[k]fluoranthene BRL mg/Kg 0.50 50-32-8 Benzo[a]pyrene BRL mg/Kg 0.50 193-39-5 Indeno[1,2,3-c,d]pyrene BRL mg/Kg 0.50 ' S3-70-3 Dibenzo[a,h]anthracene BRL mg/Kg 0.50 191-24-2 Benzo[g,h,i]perylene BRL mg/Kg 0.50 QCiSur..rogate.Compounds Recovery QC Him is ' Fractionation: 2-Fluorobiphenyl 78 % 40- 140 % 2-13romonaphthalene 59 % 40- 140 Extraction: Chloro-octadecane 79 % 40- 140 ortho-Terphenyl 88 % 40- 140 % Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. ' Reporting limits are adjusted for sample dilution,percent moisture and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. ' 0 n-C11 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 GROUNDWATER 1 ANALYTICAL 1 Certifications and Approvals 1 CONNECTICUT, Department of Health Services, 'PH-0586 Potable Water,Wastewater/Trade Waste,Sewage/Effluent,and Soil pH,Conductivity,Acidity,Alkalinity,Hardness,Chloride,Fluoride,Ammonia,Kjeldahl Nitrogen,Nitrate,Nitrite,Orthophosphate,Total Dissolved 1 Solids,Cyanide,Aluminum,Antimony,Arsenic,Barium,Beryllium,Cadmium,Total Chromium,Hexavalent Chromium,Cobalt,Copper,Iron,Lead, Magnesium,Manganese,Mercury,Molybdenum,Nickel,Potassium,Selenium,Silver,Sodium,Thallium,Tin,Titanium,Vanadium,Zinc,Purgeable Halocarbons,Purgeable Aromatics,Pesticides,PCBs,PCBs in Oil,Ethylene Dibromide,Phenols,Oil and Grease. 1 MAINE, Department of Human Services, MA103 Drinking Water 1 Reciprocal certification in accordance with Massachusetts certification for drinking water analytes. Waste Water Reciprocal certification in accordance with Massachusetts certification for waste water analytes. 1 MASSACHUSETTS, Department of Environmental Protection, M=MA-103 Potable Water 1 Antimony,Arsenic,Barium,Beryllium,Cadmium,Chromium,Copper,Lead,Mercury,Nickel,Selenium,Thallium,Nitrate-N,Nitrite-N,Fluoride, Sodium,Sulfate,Cyanide,Turbidity,Residual Free Chlorine,Calcium,Total Alkalinity,Total Dissolved Solids,pH,Trihalomethanes,Volatile Organic Compounds,1,2-Dibromoethane,1,2-Dibromo-3-chloropropane,Total Coliform,Fecal Coliform,Heterotrophic Plate Count,E-Coli Non-Potable Water 1 Aluminum,Antimony,Arsenic,Beryllium,Cadmium,Chromium,Cobalt,Copper,Iron,Lead,Manganese,Mercury,Molybdenum,Nickel,Selenium, Silver,Strontium,Thallium,Titanium,Vanadium,Zinc,pH,Specific Conductance,Total Dissolved Solids,Total Hardness,Calcium,Magnesium, Sodium,Potassium,Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Kjeldahl-N,Orthophosphate,Total Phosphorus,Chemical Oxygen Demand,Biochemical Oxygen Demand,Total Cyanide,Non-Filterable Residue,Total Residual Chlorine,Oil and Grease,Total Phenolics, Volatile Halocarbons,Volatile Aromatics,Chlordane,Aldrin,Dieldrin,DDD,DDE,DDT,Heptachlor,Heptachlor Epoxide,Polychlorinated ' Biphenyls(water),Polychlorinated Biphenyls(oil). MICHIGAN, Department of.Environmental Quality Drinking Water Trihalomethanes,Regulated and Unregulated Volatile Organic Compounds by EPA Method 524.2;1,2-Dibromoethane,1,2-Dibromo-3- chloropropane by EPA Method 504.1 1 NEW HAMPSHIRE, Department o f Environmental Services, 202798 Drinking Water 1 Metals by Graphite Furnace,Metals by ICP,Mercury,Nitrite-N,Orthophosphate,Residual Free Chlorine,Turbidity,Total Filterable Residue,Calcium Hardness,pH,Alkalinity,Sodium,Sulfate,Total Cyanide,Insecticides,Herbicides,Base/Neutrals,Trihalomethanes,Volatile Organics,Vinyl Chloride,DBCP,EDB,Nitrate-N. ' Wastewater Metals by Graphite Furnace,Metals by ICP,Mercury,pH,Specific Conductivity,TDS,Total Hardness,Calcium,Magnesium,Sodium,Potassium, Total Alkalinity,Chloride,Fluoride,Sulfate,Ammonia-N,Nitrate-N,Orthophosphate,TKN,Total Phosphorus,COD,BOD,Non-Filterable Residue, Oil&Grease,Total Phenolics,Total Residual Chlorine,PCBs in Water,PCBs in Oil,Pesticides,Volatile Organics,Total Cyanide. 1 RHODE ISLAND, Department of Health, 54' Surface Water,Air,Wastewater, Potable Water,Sewage ' Chemistry: Organic and Inorganic ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 1 � APPENDIX E 1 1 1 1 1 1 1 1 1 1 1 � 1 i 1BENNETT A O'REILLY, iea Engineering, Environmental & Surveying Services 1573 Main Street Sanitary PO Box 1667 21E/Site Remediation Property Line Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Consulting Trial Court Witness 508-896-4687 Fax QUALITY ASSURANCE AND QUALITY CONTROL PLAN ' Quality Assurance and Quality Control Program For Soil and Groundwater Remediation Plan INTRODUCTION 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 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). ' 1 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 1 data; and 3. require sufficient documentation to verify the credibility of the sampling methods employed. PROGRAM ORGANIZATION AND RESPONSIBILITY The Project Manager of BENNETT& OREILLY, INC. is responsible for the quality of work 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 n procedure reference materials; Yt sampling p g 1 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; ' 5. ensure that all field sampling is conducted in accordance with guidelines contained herein; ' 6. oversee all field sampling efforts to detect conditions which might directly or indirectly jeopardize the utility of resulting analytical data, such as improper 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; t and, 8. inspect the quality of purchased sampling materials. i 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 tmanagement and stringent documentation are essential for successful quality assurance. Sample Management ' The management of samples, up to the point of delivery to the laboratory for analysis, is under the supervision of the Project Manager, who shall ensure that samples are collected, labeled, preserved, stored, and transported according to the prescribed methods. If significant deviations from the sampling protocol occur, resulting in a suspected compromise of the sample integrity, all samples 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: l. 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. 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 specific holding times after collec- Y g P P P g 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. ' 4 Sample containers Sa pe � w ill be marked to indicate sampling date, time, location, and 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. 1 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 ' To prevent or retard the degradation/modification of chemicals in water samples during transit and 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. ' l. The samples are under custody of the Field Team Leader if: a.they are in his (or her)possession; b.they are in view after being in possession; c. they are locked up or sealed securely to prevent tampering; or, d.they are in a designated secure area. 5 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; ' 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; ' 5. the number and type of containers and the type of preservative used (if any); and, 6. signature of the person performing the sampling. ' Each sample will be assigned unique identification number, which will be marked on the sample p � a q 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. 1 , ' 6 1 1573 Main Street,P.O. Box 1667 BENNETT & 0I REILLY, Inc. Brewster,MA 02631 Engineering and Environmental Services (508) 896-6630 MONITOR WELL SAMPLING LOG ' CLIENT DATE(S) ' LOCATION JOB # MEASURING POINT SAMPLER GROUNDSURFACE OR T.O.C. ' Well Elev. of Total Depth to Standing Water Static Volume HNU Comments Number reference Depth of Water Water Table Volume Purged PI-101 point Well (Feet) Height Elevation (gallons) (gallons) (ppm) ' (feet) (feet) (feet) (feet) I ' NOTES: I BEN1NETT & ® REILLY, Inc. Sheet of ' 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster, MA 02631 ' Sieve Analysis Data and Computation Sheet ' Job Number: Date: Job Name: Sample Number: Sample Collected By: Sample Tested By: ' Notes II SIEVE WEIGHT PERCENT CUMULATIVE PROJECT OPENING SIEVE RETAINED RETAINED PERCENT MANUAL MILLI- MESH IN GRAMS (Cumulative) FINER SPECIFICATION METERS (Cumulative) 1 PASSED MESH SIEVE ' TOTAL Sample Weight Wet: Sample Weight Dry: Percent Moisture: Sample Weight Passed Through Sieves: 1 ' BENNET'T' & Ov REILLY, Inc. Sheet of ' 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster, MA 02631 ' Job Number: Date:� � � Job Name: SAND GRAVEL SILT SAND Test Hole Number: ' Witness: Drilling Contractor: PEAT CLAY Sampling Method: ' GEOLOGIC BOREHOLE LOG Type Standard PeWell Lithology/Sediment ' Blows per %of Lithology Depth °f Depth Specification&Remarks Description Sample 6"Drive Recovery PID Response 5 (Ppm) ' 10 ' 15 ' 20 ' 25 SWL: 30 35 40 45 ' 50 1 REPORT NUMBER: BENNETT & ® DILLY InC. ' 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster, MA 02631 ' INSPECTORS DAILY RECORD OF WORK PROGRESS ' Job Number: Date: Job Name: Feature: ' Contractor: Type of Work: Weather Conditions: Temperature: ' Contractor's Work Force(Indicate classification,including Subcontractor personnel) Equipment in use or idled(identify which) ' Materials or equipment delivered,quantity or pay items placed ' previously reported deficiencies Non-conforming materials or work,field problems,inspections of p y re p ' Summary of construction activities BENNETT ATO'REILI--, JL , Inc. �. ' Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,4 ,MA 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 NAP: DATE OF TEST: AGENT: PCL: TYPE OF TEST: ENGINEER: STREET: DEEP HOLE: HEALTH REP: PERC TEST: ' EXCAVATOR: TOWN: BORING: ' SOIL LOGS SKETCH OF LOT (not to scale) TEST TEST PROPERTY INFORMATION ' DEPTH TO GROUNDWATER: WATER SUPPLY: PERCOLATION RATE: SITE FEATURES: ' TEST RESULTS: PURPOSE OF TESTING: CERTIFICATION: ' WE HERESY CERTIFY THAT THE ABOVE TESTS WERE PERFORMED AND THE RESULTS ARE AS SHOWN ON THIS REPORT. Pesticide and Herbicide Analyses ' Minimum Recommended Required Holding Category Methods City.' Container(s)2 Preservation Time' Aqueous Samples Carbamate Pesticides 531.1 60mL 2 x 125 Glass Bottle Cool to 4'C3 28 Days ' (Drinking Water) w/teflon liner" Add Sodium Thiosulfate26 Adjust pH to 3 with Monochloroacetic Acid Buffer Organochlorine 608/8080 1 L 2 x 1 L Amber Cool to 41C3 7 Days9 Pesticides&PCBs Glass Bottle Check pH;Adjust 5-96 ' w/teflon liner" Remove Chlorine? Organochlorine Pesticides 508 1 L 2 x 1 L Amber Cool to 4°C3 7 Days21 &PCBs Glass Bottle Add Sodium Thiosulfate26 ' (Drinking Water) w/teflon liner17 Polychlorinated Biphenyls 508A 1 L 2 x 1 L Amber Cool to 4°C3 14 Days 22 by Perchlorination Glass Bottle (Drinking Water) w/teflon liner17 Organohalide Pesticides 505 40 mL 3 x 40 mL Glass Vials Cool to 4°C3 7 Days20 ' &PCBs w/teflon septa caps" Add Sodium Thiosulfate26 (Drinking Water) Organophosphorus 614/8140 1 L 2 x 1 L Amber Cool to 40C3 7 Days' Pesticides Glass Bottle Check pH;Adjust 6-86 w/teflon liner" Remove Chlorine' Chlorinated 615/8150 1 L 2 x 1 L Amber Cool to 41C3 7 Days' Herbicides Glass Bottle Remove Chlorine? ' w/teflon liner" Chlorinated Herbicides 515.1 1 L 2 x 1 L Amber Cool to 4°C3 14 Days 23 (Drinking Water) Glass Bottle Add Sodium w/teflon liner" Thiosulfate26 ' Glyphosate 547 40 mL 2 x 40 mL Glass Cool to 4°C3 14 Days (Drinking Water) Vial w/teflon liner Add Sodium Thiosulfate26 Endothall 548.1 100 mL 2 x 125 mL Glass Cool to 40C3 7 Days 21 (Drinking Water) Bottle w/teflon liner" HCl to pH<24 Add Sodium Thiosulfate26 Diquat and Paraquat 549.1 250 mL 1 x 1 L Amber Cool to 4°C3 7 Days27 (Drinking Water) Glass Bottle H2SO4 to pH<24 ' w/teflon liner" Add Sodium Thiosulfate26 EDB and DBCP 504.1 40 mL 3 x 40 mL Glass Cool to 40C3 14 Days (Drinking Water) Vials w/teflon Add Sodium Thiosulfate26 septa caps 12.17 ' EDB and DBCP 8011 40 mL 3 x 40 mL Glass Cool to 4°C3 14 Days Vials w/teflon HCl to pH<24 septa caps 12•17 Remove Chlorine Solid Samples Organochlorine 8080 30 g Glass Jar Cool to 4°C3 14 Days70 ' Pesticides&PCBs w/teflon liner17 Organophosphorus 8140 30 g Glass Jar Cool to 4°C3 14 Days10 Pesticides w/teflon liner" Herbicides 8150 30 g Glass Jar Cool to 4°C3 14 Days10 w/teflon liner" EDB and DBCP 8260 log 1 x 125 mL Glass Cool to 4°C3 14 Days Vial w/teflon septa cap 12.11 OR 2 x 40 mL Glass Vials w/teflon septa caps 12,13,17 28 41eowwwwwww" olt-Amadw6eff4 i� R "Vuz VT/ V &M"Mlona aAW;_V4 ANTHONY D. CORTESE SC. D Commissionerbad welts 02346' PAUL T. ANDERSON Regional Environmental Engineer 947--1287, kwt 680-684 — October 6, 1983 Board of Health RE BARNSTABLE--Subsurface Disposal--Proposed 367 Main Street variance to 310 CMR 15.03(7) of Title 5 Hyannis, Massachusetts. 02601 of the State. Environmental Code for Neil and Arlene Glynn, Lot 19 - Lakeside Drive, Centerville Gentlemen: The Department of .Environmental .Quality Engineering is in receipt of your letter dated September. 21, 1983: requesting a .variance. to 310 CMR 15.03(7) , which would allow the propose& leaching pits to. be .constructed less .than the minimum distance of ten (10) feet from a property line at .the subject location. The Department has had an'engineer..review the submitted plan. and. is of the opinion that the issuance of the variance does. not conflict with the intent of Title 5 of the State Environmental Code. Therefore, the Department .hereby approves the variance, as described above,. at the subject location. If you have any questions or need additional information, please contact Ms. Diane Druyetis at the above telephone number. Very truly yours, For the Commissioner Robert -P. Fagan Deputy Regional Environmental Engineer F/DD/pd L cc: N. Grossman 226 Holly Pt. Rd. Centerville, Mass. 02601 A fir$ +t •,. A-'.y S! - „ram, ';t -.a.^ I$ * aX.rX 't-.:,t,+�".�p� ^+. `" v a .+. �s -p.. �- I .,:",• tr -I 1,44. w / s" `' 'fit-y:-r# �.F 41- _j, ,'"' a{, l..N"' ""„",/•, > r t n _, ti ,f;, ro r s 1 s 4 }rj' -0 ;.FA}� : y'a 3.}A( " .w { b aw h '.✓c . �. f, .v fa• �i' '.°y r ? "�,�' L a, .k 4t N * e >;g+'bx j"' s.1 '+}„i r 1 ,;, Lys -,:e,+G +�{t- I t,t,•Y.-• r .t,f�n f•qw�v�^ ` e 1 y..°"`" r`� '.l' ` '`t`t.`.6'"c'"wi;•i,.,r 4,* .n� +.. . * ,+; .,rf�I k, •t'a + f 'A, k.{ '' 4 �, x . }y.:x_ yc yam. ry�' y c a c "rS �4.5, 7 C s t' f 4 5 .+ a�' +` " ''+*a+s `�y:w. A) f r `'e',r,j'>, � ,s3'G '.r y r� k' ,.,L- rcdu*F*-. s�9e. w a y f G- ',s� : s•2 a 3#" #•.r,' ,m . e �t r . t F a� �1f,S ? ? :7 f r ' J {'' ' < ® a ,'F' t�z` ,' i q r/ '. * v ,tr a ,I . >r. ti , a ,a h N! <��, t „i4'�+.,r'f's.u,r> -*, � I A' ti •1 .,._}�,I rp Mt, a ,�, , o q.k�Y}r f i y' ,�s W-s ,1�j t,'rr,tx 4, �,,• ri rII'x F '?' i rj r . ,,: ;C._ ^a. ,, #'t y.r',S-r^ ,f •s, , . 4 , -..yt$ r` *`If, '..< + j r,L. x}e y by +'ia a y ,t"� 4. � r„ ,w e ,: i $fix 'j r , �t, . i t 'r<r i-� ?'4 ; F: - -' 7. i ,, � r v. �' ••� f t t +,, a �"�.. �•'" t '.� -. "F+ ' J3< J 6 ry 'i• . � r r .s,�F}t•. ,i � Y - `t•"'i $� #.... �D �:�.vr. � _ +..= tt µ,,.., t �"-t-� }I.r. r1� t..}'� x,�; M s r ,r ' - 6 rl 'F ti •R .¢"` < Ir a h��S 1! r �'a•y '' J r w w r/''F�` r a �� Nx' �f' 7 x '`:' r`.'!?'! !~; b .. '� { ., ''C,e ' I r ,.'. r"✓ti.F f ! "Q i:r a<•< ,x' a +Y tf I -r et''b i i" v'.,�,e , c 4.�,.* r'�•" 5 a., p t�, ILa r: t t "td`'S/S�+ ,r-. .f ..y ,W.a^`r 4, 1 t r �' / r/' , *,,I •y rye;, I: ,.•, < a iI` 'k t, t p, 6Y^'c tr ''a r { bra r r sf ;t rr� , r "a fy 4 I r x r t _• z +' ` ti t,r. ,W 1 � t} ,1r ti °, : ? F_' a a t sti;t .>.++ 3 t I arft r s�,N r, , ',r7,,., f r.j'.5+. ,�y,. •.:° . r.,.kri a ' r k11 N ,u .r.n'. s':='!i�"MC%,T,.. r..: "',. ;,r-� r a�}'h� r,i ,,f I .,, S� qr«. 7 r j ".z..t.� '� s". L'NY.)tMt+ t'•(; v }. } e� s Y�.. �'-6'�.�'?`.:. A e.e�[�Fe .� �v ti.^A.x is k{� „q; ympy,�'• Rig ;K,�sau'tiµ rt�.X'�'.try.'t I �{,w '�" (i"} t.��,:� .<.� Ou 1{°P,f.+ +i•.�vT.`. T xe ;5:' . ii„'S.• .ts` 17 S''" �1 Y" "-f. .✓ia'�Y '^, i1 s �� a ? "ry t{K 'f' "„�� �" 3r ;4' a '�'isI atE i t .,, .� �r 4 y a ?`a t ,' .'. + .nFa' 5 - , 'xt ., 'r, ',li �_ ;f; ,.+ ., PP ,..? s .� } ':tI-, i ''c,,J r2r' ! trCi ff , ^su &% fj, •. = r 9F'Fs „'K, t,` s 4 d.k+,•» r+ ?.:r Y� !•'k' x'S„a{.'c!. * it x:�! '. Mi',..� ,� f •. 4*c ;} <yy..}. a r ry, a �. ••�,w•q.r :rt %:a y k- kF .'�,. s. f Y t ',t d,,'''` 5+.r" + "j. 4 _t^••i. + `+t P` a �i -r.np��,r�,�'t rw' '7 , r (, a` Y + 1:•,y .r y+:T„ 5 9. . .w tt " '�S' r ''x', YYR1`t x U wv;`},'''�'3s •}d r. 7 Sy ..rir j .+yu 4 r r` >r Se tember 21• -1983 h 'i A- �� g ¢ P,�ri f it `v , 7 i p S. i t'�','s, (�`�.. ,It i* ,'s.i, 'r t +t f+,,,{ <'^Rr..`t . ..��� n t',.,FS9 '�jt.Ca;:+rl�+- � - .a } i+'s,� a .,� ' E r s. _f•. w+rr".:,+," , P .;,, #'I.,h5 �ti 4 �, �14� .11.,.ti �i 4i� '' r - ,t 1: �...� t k I a�+, t • . flF it [ r f c / ."x .i kfra. � 7s «. "Rr: . ex* a, ., "' r 4s < e{i r$ '.'e r/ *^t. `,? y s fay, i <t wr<^„.tj r 1 ti� 3?r, a rs, ,.,i dt. r �•h r =A' ti .a , L'd 5 1 t 1+ + `L i i • A r ,'1,'T`i r' - •:f'�, m`'' a'te r.rr' t r y,d ,. .b r„ t i :. .`4 k.x } r rti R '.4. t i j""{.a.'x �r 1f �4 •. ,Y.} .?. ! w "+yy T^'' z $ei ' T a r.'f y f' t 4_. J +y. '.r'`h i r. 'tF .:;�J3t Y,+` �`tiy�;. a:' is r 41.7+,r •, 4 a a a ht67",, 3•y 5i',J:,.',Ti1� x, 6 IJ'y1 1`}, r 1 r'r'� #.Zy.. .!'.y'fv ,f Y�•3rb "�•.. +i Y `!,O -,1 't• _ ♦ i - 6• .' t ,,,#"'%' `�L G ''�' f h`+Ch�'"" a i .;,n.} 9 S.P i f' t ,2 f- •.r". �1 '1 kz . :'S`w,', f +/ ,a '/ r '`as•a'<t.+fx rt. X Ir*, '`" h 1^' !^ r } t T;•r > tt,' , , ^c ,; ,', ,4 �`" ,.:U.it # r; '` v 4Y. . :r4 �.,,, _rh ', .':`•LL Mf bt""4ti;. ,+4'°a r 4 yi»'; ,F t - ax r,,. ✓r. , 9:{^ �+.�!•>e.y.." ",,- t, r '.t r' a, `Mr,. .Normn Grossman : , ee.ti�r y" r.. ##� �i. •ri > :Xj �r t e e f" +xa .�': i . "'+&tt ".;? ,_i..:' r s y,,« r rt �`'1V(,.fit.? r f }' r 1 a r r:yFil�`t ;,, l a �, `` {rrr° 1 f rf.' a. ar P ?i ; ' ±�. 7 ns Ix •�'i , t, f226 ;Holly .Point'Road + 4 a s' , h. .r *, # ,{� �;� ,<tY fit, ar, y. :•ir.,; .'f� „, F;;.. r r •• ti'' wr.,i. '� .,"�*. ,r t ,i 7 x," t�. J #,, R ti X > ` 4'roa +"f ;, `��S-a t: t + r&r r ,�Ls`. `'Centerville.,,,Ma r,t •4 „� r,•t. .tr � u �t& r r'1;L ,.,:., r ,,�, �,-a �, i t �,,�:..� 3�� �, _ ,, t , ,�I ,v k. X.., 13 �' 'Ia' i i r i �''..f ' } L F' .,lY b ITP F f g f � 4 } _.!X` 1,r< ,t-. 11 'v ,{' -ai"' I Y'" 'L yY. ..l �1' �1 t;*t YAir ¢ t ,_ r +tf �`: y ,.n� �� !i.'•li I ,- t lE ..�" i,�. X3:�,1 4 :`� '� ♦ i r+' . t .r P vt'.4 r },:se'4 J t r+ 'f ` s .,;,,.,,4 r "t`-.'C° «,... ?e +�, y ie we}i,;. r rpr i �,J,,, Ir ,...x Fr `u`t::. i,t IS Y•,. y Tr r r e s. t o r. �' F Rn,ti" t . 'r rs 1 4>;,'4 9 ?. t�, ,j:.S r,,s f H fi a ` •`. Re a 'I:ot19; +Lakeside`Drive G Cent rville,s�"' rtj t `I. "} "' t : , r ~` 'b''t~•f *.C3�A Kf 1 !F' �' S:,O�i• ( ' T'i r "' �..r�' k ,f t-. > "I, r %2 y:r r,;'4t v E {'' �..R {fir{ 14 '_ ;$' " ti ',,'i T a`.l"�../ K x:ry+p t}t�s c ;#-�' E:,d.. Yi t `Y' o 1 �,<'-C r .. V �'' \A F-�'. ..Y{w` .� ? .I•r: 'F A� `$ h CV_{" M � r t T +,! T I "Yh a ,'?,, • i•.a•4. +k L" fi , ^ '+ S 'n ..?k' r"'Y" #," tk p,'w d�" 9 JI '..3.'l a v t r •.,,,1I r 9,. in 1 c., to `H(^. r t.t'> r ,I -i sF r;. .� Dear Mr.4 Grossman: �.. rf, - „, r ,, y, s�i r I,4-1, 3 ,,gg ` , �` ,{Y A * t X, . t r d 3 . a%t > R. '"�tt.. 'ft.'A�t w ��` f <�i :7. t .`"aa r"1``4 w , 7 3'a jrM+ r,,..... * ,°" i..,ry, ,.'f, , tp 4 t (q.61,. . 's 2Yr -•.a I 'w.1 r S a x •R..�• f.. L ; y *'Y'4:. # S4 - A .� d 6 M <'.}t '., i 4 h.i k " f y }} - t, •';";• �. 4 '+'-j" t4°Yr tia+ «ti 'y' ':ct` , ;Y y , �) 7l�, S "I, i.N +x..` 5 _�z. �t .17 R.. h '::�`7 i r:` *r •• �• "''.. .j. \.� .I i.' S r .t.l:-i`rr � +''CyiA G 1',,• /• tl,+r-.� 1 �r•,q k ` rf e #N I, ,-I ml.i� t k '' r ,hYou`'are granted' a ,variance on? behalf cf your clients,rNeif and Arlene G1 nn . ., `� "' ti t. 3 {. 2, e ' ::3 C, :.rr'•( it ;srf 4 e '. Xr, " ,t ,,,., y.I , �. ..YiI?Y . #A{t�. r �, from„Regulation ^15 03.t(7), :of ITitie 5 of the State<Env�.." . . talt�Code,f " r �r' . ti ' `_ 'i ,� +,�� ;to install septic leaching`'.pits 6wo"feetfrom a property linesin;`3l eu`of �£ s , `• 9;ti l.._{ > y;tj w .,the! acquired ten -"feet.�.Jt C.lyt` �'t'j h 4tf jy,,,y,* �,S h{+# �S''i.",f*.A "i. t :'. �t; > ~t s r( {f� [ IC } c ye.gwy ..�✓ a>t'r+. ., ,# _ •..ti•sk t t•.�Y' �!! !''..,,x" J fi! Yi v :y•> t s r " c.c,A t rt 'f" L i '} ef.% t n e i 4"'.rd' .tilt k3 '�I�' r Y t T �a < "i• e . t1 ."I!t>.t Jii". i�: Y.�..:. r . r I '<t , ,t'. 7 x# ♦ -'E. ' r 'i tI, s .,r-.t >< l ', .e Tr t .i.•�3 f'' v u zi ra' r } #� a. wt 4 `yi si,>, *.° r y +tr+i rI ',q V !I" , �r + r`Yf�F #'" ry � ., 1 = ,W,O� ���ttkr'r Al s,. Fkr' .- g•r.. i .;�{ i 4�. r, _` r+' w '= e � °r?. I eTs'� e11 'h.,` {+, �� You ate also granted''a-�varianc'e �,to'±iitstall,septicttleaching�pits;seventy-seven y;;�� �ir� E,r3V. J `�, K �,;;feet afom#a:�.wa'ter's,course;, in lieu' of.t'Che required one hundred 'feet; " equired 'ss ( ':"` 1,10 ` I. �, ', i ''E +..S. . -.p t,•r c t f ! -t�,rrct�r`-`r ,r fit_. `.. r x.r , I",,�.r .c.IS,I,%,J` ..#- y�. + f9,� , L,.,. way,.,, �f y�r ,,�' by the `Townaof'$arnatable -HealitiReglatio ►sf. jA a 11 I• +.1_'; � ��� ;` `. . , ail •i�/, -.r I •. t a -r c w m. Ce }ti r i I - T<i>� �t J...". rr r t JI,.., +� Are` r i it 't t.: F �+`+,`- -y „r� 'e :a# s t,. } ,Z br.i c•f k < •-, >i } it 'w`r 't +' '! '�e .;,.la tF I4 c}...: .• z�µI '{` x - I i. .` f ?' =,J All abutters:r wereti notified by,'certified mail Fancl, no one?present4kat�'the",Board t'� � tie ' 1-1 �•.�. ,i of` Health Westin 'y3eY tember'20 t-19$3� ob jected"'to the gren��ing.of Y h _ '' g: P. a a tt is variance. �� ,' api d a , ir>L;F J i'�r ,w -.itc.: r A` -i.:,leY ". `3 ,,,.4,c ,;,I-'. • J r, i r ` t, J' 6 'rc r -p , i y L 'Ir at Ka. ' h .r Y r *y I A h „ .. a "..,/^Sc < ! I � R .�9 rs k t.'+ � 'f P t. ti", r «A �,:,� :<> T.tt 4 I I !'y . :, a-� 3 r .'tir rat! C`" ,� s <�'f= g ;r The,I,veriane`4was;Egranted:to``ottain`?an`.`addiCional five'F.fee 'ofdistance 'tromp` �„� ;�,� + ar (, :Z:. Y • r �,"7. : r.; •"a N.,'a`•d;i y .Y. rr: . v 5 u i c "" , ^� ,-the�°leach1iig 'facility;and,thet.deiignated reserve;tarea from Laka Wequaquet:_ ;A `h�?::' r 1,4 .i- `I'�A 'The percolation rate�was;:also=•less, than;'tc�o miautes•;per inch I .fqe- �y , t 4 ";`� ut ryI y1 `� = a {,A ta�tul •,4�rsi-�?,v r!.k'...y•y_ f�R•. r. ,h�✓ ,•i�1,•. f. ,.rn rll:,.Y' � ( ` v i .`�'at.v `.I .rrt�.S..r`+,..rF J �`a ,. }Y 7t�.lw F.l»..j. ., r << �� `, r ;Ttie. designing�engineer:mush.be"presentonsite and supervise the constructions,;` '; . ��,Z, 'd �,s; +S i,�' -,*.c (`.: a -r.-. `A %, ". Z.'�-. f :. ,1 ...v.,k.,'<a+�I' `!.?",'s4 .',,"'? a* :.e'4. 4, irit`.•.w i''',,,'r:, ('F' p A t`. z,','P r tyof€ the;rsept c=,system and must,certify, iI. ,writing,: to the :Board that;the ° �T fir. x N i 'y'^ ,;r r- ''t .V,W, r-.,a" -T: ",},. 4 ar e,i A a,:i, �+ �� tf :y ',•,,p� v, � y '"..�.«: r � « y system:°`,was constructed-i'fi,, ,ict'`.accotdancerwitl his��design 0 .,I t i d.1-y.:•i , ,,- K. a.; +a,a rs., rH`�� q't' }i,y` ) -V{ *. i..:.) t ,- 1 a. r aw• - I qs a ,�• A y•;,r, .� r k* i 2 .,. i rwr /:.,-r .t { �,.:-:� r ? '4+ Y�r 1 .( - Ks . A,'y`tr ri y, "`i 4y r!e �fk�§. -i x i.'. au .t i s t. ,. ;, �Ts� _You must`also�eceivet`dn.Order -ofrConditions ,fr?om'the� Conservation dbmmias'ion.`",.' I• ' ,: 1T �' r ^ f" ^yivr�•a+ p t - 4 " f:., r e hi'9. , 't v 4v t�'. zx r: E 9 e..,R, i ` j-, a '.t I,"}'!.,. a .,•, 4 ?z4; C -s. ,, :;1 ,;y�,a..'t r.. F;r c :,1" _��°',,�,4�":' r R . e`y .,y ^ ,I fir'." '"rt.'L�d S v',~�` ,._ytaf,'�~ .5 f, yt �r" 't !,. i i"+• t.-:_; �.. ,j�..! t r # trt y * r r r Y .r g, 4 l 4 .t•I r+"rt �� -i�� All other re.`quirement8tof�T tle 5, of•the( State. EnV£ronmental,JCode and the. -A f. >, .:.; raJ: i•.. ; / ''+:,, < 4j. lr yr., ,yi. Z)' a.. ,•<a.' -�,. y« „",. d Sy ,, i r r',s r, "� �, , Town of B i ;e Health �Regulations#'m st`r (ad A,�� { ^ ( ' r,x, °=� arnstabl r ust 'be ictly tiered :to. , p r4,cy��i <, k'all P; Ive :, i rt v+'� Y a f� ^'�'$' '� ,\ r :;. t� T. r, f: b- s.'""aa. , �.0' trs..i't '{ ,+'f. , ,rl.. `, rs'4„.y .�: y, r ''S, iI+ '�:' X 1 '�"r .•.tl/ , d 7 P4 AM :�I 3°t* }�,�, v .- ;� t .'} y'tir ' '`, 1. :r>: ._"4 t. n-. 6i• - .. .:i,. , e F� r '... ',, Y 'y?G`'i �-E sd. w r Y i t -I-: ,� t r:This variance,ex Tres October 1 1984 i t ` tI " 1. . h�h t ,,,; `° t -fi ,t, ry? i�, / I6 _. s .f—, a L"r t?..' ai''t +•_ r,,N a'� r� ,`: '�-,.e �,: ..,� K `�,1 r a M1a. S r ' x : r,,r x Y �• �# t.r f'V s r '•+r e y i' ,v s I" } ,I�., 6 ti *' `r7J, .. - .l *`i,A r�' "'Y r.�.' 't_ .n t : ' r• ,.`7; t 2. %}'Jr< s."' ys,, ;•*i sr s � y:'� •-`tr+ `';; "'pit ,�.' (r4_. d Jyr f .cfi� +e '7r >t w•�.s.; " a+� ' •. ,.very-itruly yours,, ,,, ., k f *&-ka I �,_:: x z ,: � {• , ,' + q. ,,f, 4,' , » r' < r, ` a.- f ,4 . .,, 'q�' P . .r r.a r. -h I '--! ra I,4 la'.`r `�(itP' } �. ,rtr'eS.ri.t lr t r s-A'� ;,A fir - I, ,7.z y'`'yj' v� �,,I�,"�'"�' its�$.i t Y',1,>, -: �.irk!- w f*' J:k A,' r tr `'3 f * r. t �r. 'r*•r! - i' �k*d'tt.F yI 1a,y i Yys. - ' �'ik"t eta,• r '.,'[,} 9,4� ,,. { ",• ..�` s ' x.:.'' .... 1 y M "<rti,�.. RH i ,',.} `{. 'r " /'i« a *i" ,yr` f 'w� '' 2' tt r* ,. I r' :� t t t` 4 �' *. ' : a t 3Chi:. 'e,; c, ti', _ t,r rev W ,:a >" *mod a`! r t.:� 1•,.'_,'+ r•:.t i l r_ ' "a n. , '•z S, ;et I I�;!_ ►, ,i 3 t n t V i,r r'Y r, w s 3r l,�Fk' rah /r" fur. 4 i a,r �rxii r } ,f a I x ti..I , : ;n Robert%`L Childs ,,Chnp"irman-t > , a,�� ,. (,,_, � . 'a f r f �I ,, - y I•. n - kt. .�. Y P,,:a b w i :.j. v <I y"' , r, < ,n''i: s...'fie f r•r�$ C5' r .,=a-_' t` -'`,A'* s y"t y i.es ^7�'."4r r 'fie v'?ri',,y P',Cy ,•kI rr^,g, ( �t J.,+, s' i r �kX`' 'r y r. - A ♦Z" #, ,,,>r `'` i r i �` 'k:h is }`:r s tr'.6. a # fit'` r ; � a`k ' 1- r #'w L if' d r >. { �'. it Z.zs+ K ,e i{ I " I°4 A'Sr•I«;Y�`r* `ye A. ti ', I.., f ,.y� $ a't1 r `',A' 4 .,: C a,.'a h y '-.,a 'a� 2..i ".rskf,c, r, r. ,,Cad �,>r r7 •r ,a.., t '.,� t xb., ,T gr'�_r t4 a � '.� r r 9 r y *-j V. $ -y .. r I.-" r t '":V ,.+6� .:. �r '.l+T L 4 � wT ,��' / j y: r f 4 i"r r'fa At " rr K*r , L f ti? i r �! k ,'. ✓f 4 sj r''` � a t S 5�i r, w a SI f tr. i y 4 - ai t>` r , An J e ti8tlg ;{ r a' •y / t ' . p �y } _ t+.P,f r �ti:sR r :i R�; �' ` r J ,�. '.' Y •` 1 h , "n5y%!4:*:�' ,1 1. a Y ( t .} x.K Lr S, -, X p�te, r ;•'� 's-v 72 A'' „0 ♦X ; _«�; t f �wk ,}E'IN, I y.*•mod 4 ,I , " t I;'w �a,x .v. ,"r a' j ,, <"t, r. ,<y r,, r a s �/} f*, t rM• )N9 7�t r } .{ A r, :FBI, c. rr r:` A. • r A y'e• - -+t'4$� r TF r. , a sF,apk ? u t i r r ? r ,, tx'f:r °� , i+ " i r p?,+C•r > } f"`:.~'", • P: In }aM.l�'`D. s I I,:. «:w`'�Vk y y I 1, i ,# 0. },'P z + t'' 'A� . t, 'f £ 4 r J i < t t g.: i t ! :';T r'z w 1 } a i' 4 : ra s R I, t � t t t, x *.; i�� i' i t r 3 / Y W. r a«: t• e t rr i'. !r 4y `D r.,S ti f 1, r ilp"".: r Ielt I M.'y:r ;:�,1, -BOARD t I HtrI I , Z+r'e# '+J y, f A s i, r # v r i .; e} Iti i � .c 5•{a, d ° , `* ,r ' 3",,' , 4h ` r -;A .�Y w . r R " , s ••cry }� -fry t 9 o" ' a.,c �ryI x � .`xr � i,y 4, `w.., ,TOWN OF'; BARNSTABE.E } ,1,' ! ! J t # 'i w i,:,L ;. {f ,a' -Y ,.r ,_ - , 1x '�'iY«t ;'r`,+ •r`' p: r,,;.a,. r.:,,.a. ,y, .t . rf ,! ^, M` t ',•, 't^ ' 'y"y i - u 'i-;r Ir4hjS ( 1, s �: `,. tyI fir+. +r s + r a,- 14 �9, i' I a c - {`I J „t . �:.� .<r ; ,r t•` g i ii , r £ ),P;t, r }, E,V t+t, 3r." '•c' I, -i`.•' s i_ 1. .< -.^t -.a r .�ti • T t {, r.: (';. �# llx yfi�{.)s. is/� 4 ( t,_. .� far b F •• t a t 'C "' ,t r }, Yr' yy,p �ycCi Conservation' Commission .' ,, �;. I x=� ». ,.,, _• ..,.,. z „ �- y��- , .�,� I.t', ,, } ,y+,.4 A ,• )( `'!' ,.a" - n •.:r .-.: f... >.• t�,y .r #,a-' �: '{ ,r+. ,+: a. ® x> q h*d - $;,,fib': " , .y C x ,t.-, > it . I f",�-► ,=Dept. of Ea'viron�aental Qua1'ity Engineering 4 ,, y� "r .I,} r :� `'; ,a' � . Aan ;+:` G a' +.P :7 .,. 7 ^, y,i tom, ,:. ,. .',• •i w' .r, t V ��'r'- s't'}'J'.. y' - 4r`, o. k ,r"' �� rtl .} r 41+~ t° a C r ,`;:w 4 't% a v.t ,. y e < .. i " 9 .[.,x L.,� k.. . � yfr . .r ,'. m E 1 O SENDER:Complete items f,2.3,and 4. Add your address in the"RETURN TO"space on reverse. (CONSULT,POSTMASTER FOR FEES) i.The following service is requested(check one). ❑ Show to whom and date delivered.................... —6 Show to whom,date,and address of delivery.. ---.$ 2.❑ RESTRICTED DELIVERY ___.o (The restricted delivery fee is charged in addition to the return receipt fee.) TOTAL S 3.ARTICLE ADDRESSED TO: M Dr . Robert Rozene 297 Winter Street Hyannis , MA 02601 !. TYPE OF SERVICE: ARTICLE NUMBER REGISTERED ❑INSURED OCERTMED ❑-coo P 17 618 132 0 EXPRESS MAIL (Always obtain Signature of addressee or agent) I have received the article described above. M SIGN A ❑ ddressee ❑ kuthorized agent DATE DELIVERY ARK ^ Z S.ADDRESSEE'S ADDRESS(Only if requested'CI 7.UNABLE TODELIVER BECAUSE: 7a.EMPLOYEE'S INITIALS t;G' UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS PENALTY FOR PRIVATE SENDER INSTRUCTIONS USE TO AVOID PAYMENT $300 � Print your name,address,and ZIP Code in the space below. OF POSTAGE, o� • Complete items 1,2,3,and 4 on the reverse. U.S.MAIL • Attach to front of article If space pemdts, ®� otherwise affix to back of article. • Endorse article"Retum Receipt Requested" adjacent to number. RETURN TO , Norman Grossman (Name of Sender) 226 Holly Point Road (Street or P.O. Box) Centerville, MA 02632 (City, State, and ZIP Code) , I I_ Robert F. Rozene, D.M.D. � 297 Winter Street Hyannis, MA 02601 775-1401 September 16, 1983 I Board of Health Town of Barnstable. Town Hall Hyannis.,._ MA 02601. Dear Sir: Ik I am an abutter to Lot #19 for which a variance to install a leaching sewer system has been requested.__, I wish to write on behalf of .the applicant, Mr. Neil Glynn, as.. I will be unable to attend .the .meeting on September 20, 1983. . I have no .objection and wish him .the '4 best.. t 4 Sincerely yours., Robert F. Roze'ne, D.M.D. RFR/da Member American Association of Orthodontists =_= Diplomate of the American Board of Orthodontics Norman Grossman, P.E., R.L.S. 226 Holly Point Road Centeruille, Massachusetts 02632 August 18 , 1983 Town of Barnstable Office of Board of Health 397 Main Street Hyannis , MA 02601 RE : Lot 19 Lakeside Drive Centerville., MA 02632 Gentlemen: In accordance with the Barnstable Board of Health re- gulations of April, 1973 stating a disposal system be located 100 ft . from water, I hereby request a variance on Lot 19 Lakeside Drive. As you will note on the accompanying plan, the leaching pits for the primary sewerage disposal system will be located 71' more or less and 75 ' more or less from Lake Wequaquet. I am also enclosing for your information a previous plan and letter granting a variance from the office of The Board of Health. The lot in question has been owned. for approximately ten years by Neil and Arlene Glynn, and it is in their names that I request a variance . Very truly yours , Norman Grossman NG:rm Enclosures Philip M. Boudreau, Esquire 396 North Street Hyannis, Mass. i ,a• ash=. Norman Grossman, P.E., RL.S. 226 Holly Point Rued Centerville, Massachusetts 02632 lt�r August 18 , 1983 Town of Barnstable # Office of Board of Health [` 397 Main Street ' Hyannis , MA 02601 : Lot 19 Lakeside Drive Centerville, CIA, 02632 Gentlemen: a In accordance with the Barnstable Board. of Health re- gulations of April, 1973 stating a disposal system be y located. 100 ft . from water, Z hereby request a variance on Lot 19 Lakeside Drive. As you will note on the accompanying plan, the leaching pits for the primary sewerage disposal system will be located 71 ' more or Less and 75 ' more or less from Lake equaquet . 1 am also enclosing for your information a previous plan and letter granting a variance from the office of The Board of Health. The lot in question has been owned for approximately ten years by Neil and Arlene Glynn, and it: is in their names that 1 request a variance. a Very truly yours , f a Norman Grossman .NG:r m Enclosures z 9 with the standards set forth in Section a and subject to.the granting of such home occupation in a Special Permit by the Board of Appl expected in a residential paragraph added by 1974,July 30 Sp 14,approved b)'the Alty.Gen.September$,1974. on nerated by the conduct of a. Such use may also be permitted in Precinct 6, Marstons Mills reet and other than in a re- and precinct 7, Cotuit in that area bounded, on the West by Santuit- on the South Newtown Road; on the north and ea he stand st byads sett forth iniver Road SectionT and e granting of a Special Per- by Route 28 in accordanceeals. subject to the granting of a Special Pe ib�bnetA e-Bey Jul y2 Ap P by 1977 An 30,approved by Alty.Gen. Sub-Paragraph a.added by 1975,April 2,SP.7'approvedRESIDENCE DISTRICTS I J, INTENSITY REGULATIONS — districts shall be permitted A. In any residence district all buildings, except one (1) story termitted accessory use, but buildings of accessory use, hereafter erected, altered 'or enlarged, shall the following conditions are be located on a lot having not less than the minimum requirements for lot size size and width nadellandbuildings yar allalloaspset forth ly with thn the all be the minimumquirements for set back 4dditional one quarter(1/4) following table. cept as authorized by special B. In any Residence District a one (1) family dwelling and its ac- cessory buildings may be erected on any 40A of thet which comp General Lawls.s with the ap- re of Chapter s shall conform to all g plicable provisions P zz PP 1972. Paragraph B amended by 1971 August 31,Sp• approved ky the Atty.Gen.March 2, st be installed and maintain- C. In order to comply with the minimum square foot requirement, a in the property. The use of lot must be a closed plot of land having a definite area and perimeter and having a shape numb arshat e numberg larger than 22 provical Uded that ding riding rings, and fences except that a lot may have P of the set-back requirements the site intended for building is contained within a portion of said lot, rements of the area in which which said portion me assha a number zoning not exceeding 22. The shape e of temporary buildings(i.e.) it is located and has Pon of ng from the divisi ,ed. r number shall be the numberof the lottorr said portion thereof Seventyt (7) all be landscaped so as to har- the perimeter by the area orhood. The land shall be so percent of the required zoning area of such lot shall be contiguous upland. Lots which comply with the preceding requirements shall not -ance. lots from the principal way. e artificial lighting in connec- be created to a depth greater than twoA2tt..Gen.June 22,1971. upland" + paragraph C added by 1971 An 132,approved by the at normally used In residential paragraph C amended by adding"70 percent of the required zoning area of such lot shall be up paragraph An 156,approved by the Atty.Gen,June 1S,1973. a roved by the Atty.Gen.July Gen.July 16,1974. paragraph 6 amended by adding the word"contiguous"1974 An 100, PP 16,1974. approved by Atty.Gen.Jan.12,1978,"Cols with less than... any district, on a corner lot, n0 Added to Section J.C.by 1977 An.34, PP iage more than 3 feet in height greater than two(2)lots." 'S of the streets shall be allowed paragraph C amended by deleting old last sentence and adding new lass sentence,Jan.21.1982,$p• ;in established, that is included ! approved by Atty.Gen.May 20,1982. gs except ict all buildin twenty feet distant from their D. In a residence )rare of boats and related equipmoent)sshall beset re said used s^llely for the st g g said street lines which will vehicle approaching a street back a minimum19faS01fA"t13r approved Mean the High Waterr eb6a979Great Pond. of a veh pP Appendix A f original subdivision ) paragraph D added by i E. All lots shall have the minimum frontage set forth in '.ty.Gen.July 16,1974. may be permit- except that the Plannactionos in he publard may in ic interest and not inconsistent e case o lment. Such use y P 1 approval where such I in Precinct 2, West Barnstable i with the intent and purpose of the Subdivision Control Law waive strict by Race Lane, on the East by compliance with said frontage to a minimum of twenty (20) feet. paragraph n added 1979 a 1,approved by the Alty.Gen.Feb.26,1980. the North by Prospect Street and by Crocker Road, in accordance ` 11agc 11 t - f t � J OFFICE OF BOARD OF HEALTH ®� a 397 swalfa STREET No;re�,be�. 20 73 �+ g HYANNIS, MASS. 02601 —1 S-- Mr. Norman Grossman Agent. for Mar Realty Corporation P m 0. Box 35 Hyannis, I,,6-ssachusetts Bear Mr. Grossman Your reauest for a variance ante to loca Ce septic tanks and seepage pits less than 100, from WequaTiet Lake on the property at Lot 19, Lakeside Drive, Centerville, has been approved. You will be requ--ed to locate the syst:em as sboi, on the plan filed with the Board of Health and this system must conform to the other requirements of Article X1 of the State Sanitary Cone and the To%,m of Barnstable Rules and Re alationsm TOW71IJ/ BARNSTABLB BOA OF Ht�'a-_ALTH � l f, r' s .. a ' �oatf 1pra I, , J L@WH I f L Bo i, a iV 1 LIA Pk oo� Al 40IK _ 40 33Xa _ DISPOSAL ?E'2c A24 ram'. 2 .�-i�!�/�✓, JGvJVE.� Z�y � \ '�- 8 `\-•.,, 9 9 8 z. - ne r ,1e1 r 40 IIK i ' h ' J i i f E • tI i r r.. . , �LEV= 1).. -AA-L EA.C V lb NpvJ Li Ak Cr M 4 i►,l SE^, %_&w* 94 OF A►L j6- AFE 3 TO A f,)0 Trill SV ATE✓ `i r�J►t� .. � ,-. -. ( t �`....__ - - �F r,/►S'T' 1S2s;�.J G11G X�$tJt3r_.E 4q 1a�/ i F- __ s� Ma. ,. v W �/ 7►. V �4 Ali. '5 E PTI C TA*A", Di'�Y'i�,ly�T,o. 'ism, .wsl O V ` c W - iAf V..s/ .L... S.a�.�f��r1J id►�6a" Nw.F.1'��C�v _. � � g_ � :- .,•• �' �..� � ••.. '`� >R Csr•'4?JE A..... �.bJSJ'TA,c�..E Ms►TEiZ's At_ 8E�}£/►TLi �, 1 � � � L,.,. �% �.Ji l� � � t..EtwC1•►,+.ibs v� FaG j�+"iir's'.i � � ' �„ � � a '�'i-rE. +..►J£c�T ft`i.-E1�'A►'ftU...�S :>F • r in GC A.ao 5h.0 K-F-"- w;Tr,, cLA-4 ~►�c,c: JT A— AO CE rY ST I F,CID w«+E� T,-E- '5ti STE►� +S n+E.�.rE- -- ------ ? - ----- y �. � Cc'�..ib1 €rc,,..,t ,o ve.oit. To '�.+a.FcurfvG I - - �- -�t�►- --- -- a-- v*+�cf"�_5 aT1tE2..:,SE w�orEV, Alm Sr13TE► �• V lY `\ `j � � � �oNtA�wJE�.i't'S b�'�►..� 8E s.►SrJ..`..ccc> s+.1 M t ,�. � ! � �" � AGGCiit GA+��t. w+-r►-. -r,T�E 3� o� T1•+ci. 'STATE T\/P I C A.I` E3I'ST2 1bbV'C-►0" 6cjc e.L- �u� t41 1 "C,r To JCAL.E W►�rG t� 6wP+y ►.V►�r LA CFM s=►sTr~,S,-rr,c..A Son A."D I_::ja - T=w-'A►L ►_;;•aD Cr►t- SEPTfc ^c►E- 'a- «�,_lta� sf_�' " !F 'T ..... yAT/GN P/7-5 CF-►.Jq corc.*.a st►'T,c -1► -I. sy AmWCfC^oj cic.Cc-.ST sc..k-E n+or Tc -sc.., E fiGLA+.1_ w:cw-C 1^+J1Cg Qf�cuFold c: Trf`k�uf.-fo,� AIZAO C04 A T/O Al QATZ" = 2�/�/1 / ��G�/ w f+►s E E[TEti .adE ODE O a!' w f?1� tJ OTG:AFL !'! MAh/NOLL' TO O to3eC rAT/o,v5 6y; r ? ' 24 - Y2' iMefOOED STEft� f�PC/S ,.1 tOTfG Ttc� A1(D L��t bi<�ib rtfS Afo/ELO Qj frAd 7W �R t OTTCO-i. C40/C'. f6 4000 r%3 TWNT TO 1!t[ 04.1•LT OV TO _� be�cry s ,+a,SN s�T. .�• Le.Rctt�wt- \ ����� f tN rSH OtAot r rf.ggl� K/►cm F. fUl's*# b� 99 CNiL- f PA SN GEAM -111C L Q/C t TA1.4 K. O Ott tf'Mra+�:1x l EA G H"i+G •Q�, F,LL E ff 4A1-�C , 00 I ClCi �Sr A L C[m/FOLL.T� cm•.yc. DIS-c �>r co Q , . �EPTI�_ TAN e TVP I GA l E 1tiAtaE SySTE M P!l?i I L.if , __.--_. .�'L-- .,--lei_-�~ .,_.-__.�.— � .. -..._-�..__�..CS_ ._� _S�fr.-•,,,e• ,A .., <�1� ---��'^ Y x' �/ — /rrisT C'c'vTouC DE s iG.y Gt/i'eel-4 /boroxc caK1lt11✓.0 p``1A OF PIZ O PO SED D�u E L 4 1 ►•I 1..0 CA'� ► O N s A/v..a l EAe OFA-50 X CIOM s 4tZ SETSoN S 1lr.P 4'00M �.Z�. vita- ELE1/ U GROSSMA IR y\ OSSMAN •V=� ! .��� �� Z1410 �5��� ' tee_ v oc y r3 ■ ,°L�ecac-irrxw ko r oe s�ccytrlati �°T 1-':.;�. .f AP,--A eE4 urrfA o� �Ols-T c � '6-ACN/&!G A.P�4 ass/OAiAI E .4PPfr.tcA,tj'r-: E1►1�+ui�EiZ: PRf�G05E.G i.EACN++�►v P + T JI oo 4. E x PA r t 5 I o r,s 7-rJS�yE 1ci.q1 E EQN ^3 \ E 5 Cs ORMAS, GR0SMI (II� S�1EAAL.KUE7EE•�Q S'/�/7�lLE..j �Q�`9/.v;SEs' 2C.EZi 6ll lfl�Rl4Sr�cLEEyLT!4 127 DATE _.------ � DRAWN BY t;MKC BY: apPp By PLAN NO. � n sU ';•ERCHAN I r n . 0 B R N , oatflyln�/ ' fI trt�u i ' • •! . . was � !^� ' v otNmp1 ,. 1 Great Pt "r41 n. t• 'i f'I' � \\\ t to 4 " 40 AV 0. C26 r t w 1 -T- PROA SED D1N�L //V G S,5wAG,5 DISP EAL .�ZY-57-EY , 1 ti.,v.�„✓. .�G LA, � ,f� GlyNiV /T5;e/IIZL46 ,mac 44LE - / =.2a c e 202 3 9 Y_ f $ l f. nnrr Aq -921 PL or F7C JOJ 40 P A Cr 19 �•..,....mow �, � { ,° xR.. ���q.- ,-., ��.,. \./ .. - __. _. �. ..... --.._.._.. .-_.._.''a , f A �-�� � ."� �_..�'( N`ter' � \' _..� •p � � ' y '`, 3 k ._....�.-ate...-_,..-_..�..... '" - y _ ��...++...... t �P. &•on+ F �( s0 ' _. .,� i F. Y i ) t _ 14, 1 <�!R�l t � f Kc►et:aT � f 1MaAlrDitil3 �'. `rou--ty Z M r met t Al C ,.4 1 �u-.e.mk...•o .s�>•.,.w.,.....-..o..«�..............:.....� ....-.r..,.,........r...n<.......,ram.....-...�...,.�.-........ �.--....._._...�_.�.�.___----�_.. _...�..._._.__. ._�...�.y._____ - I "