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HomeMy WebLinkAbout0804 MAIN STREET (OST.) - Health 804 Main Street A = 117= 176 OsterviI16 vc�o�o UPC 10247 No. H163GN HASTINGS. MN 4 i f( S b c ra8lrn�il�r 7� zG:aLL � zA t N:. elf r Z " 1 car fitr §s, M i -. i No. �QCi� J Fee , r.�/ 's THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for 0igo5ar *Vztem Construction Permit Application fora C s ct Repair( )Upgrade( )Abandon( ) I�Complete System ❑Individual Components Location Address or Lot N4.�L /i% ` Owner's Name,Address and Tel.No. ) L �UL4 mail.[n S7 I VS te_v v 1 1 �u-n h1 )) l�f/}� ,PCL^A-t0 q LL61 Assessor's Map/Parcel 1 J — 7Lo 4120 9Zz. Installer's Name,Address,and Tel.No. f' Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Sizes q.ft. Garbage Grinder(\') Other Type of Building Pnmtm-ri n J No.of Persons N Showers( Y} Cafeteria(\k) Other Fixtures Design Flow Lj gallons per day. Calculated daily flow Z gallons. Plan Date N ter- I l , q Ci Number of sheets Revision Date 74 - Title - e. �.. Size of Septic Tank I SZ>b Type of S.A.S. L r � r•r P n Y1�----__ Description of Soil Nature of Repairs or Alterations(Answer when applicable) 3 h Q v D AA 11 P n n Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the-afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation unti a Ce cate of Compliance has beenkise bMhi oard of Health. Signed Date Application Approved by Date C Application Disapproved for the following reasons Permit No. 7,6r-W"®'Z 3 Date Issued 1-74 No. Q�ej--0 2 7 «,:. ..,... a .y, Fee THE COMh O1 INEAl1TH.OF MASSACHUSETTS � Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zippfication for 3igpogal *pgtem Construction Vermit 1 Application for a§VVjstruc,t Repair( )Upgrade( )Abandon( ) Zicomplete System ❑Individual Components i Location Address or Lot No. l "L-J Owner's Name,Address and Tel.No. ma � 17 S4 , US}ev U Iu:n n-uj), Lcl Assessor's Map/Parcel t Y U I cr 2 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size '/ '7 sq. ft. Garbage Grinder(�) Other Type of Building lisp irn rt ;r-, .P No.of Persons N 7A Showers Cafeteria(}() ( Other Fixtures Design Flow gallons per day. Calculated daily flow 6 2. gallons. Plan Date k:�r, 1! C 1 C1 Number of sheets � Revision Date YA Title / Size of Septic Tank 1 `(.,b Type of S.A.S. rx r 1,, •r")r-- Description of Soil s Nature of Repairs or Alterations(Answer when applicable) L�� + Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordancemith the provisions of Title 5 of the Environmental Code and not to place the system in operation un ' a Certifi- y cate of Compliance has been is ue by hi -ss oazd of Health. Signed Date Application Approved by Date ifAm U� Application Disapproved for the following reasons Permit No. ZO-W-- 07 3 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance ° THIS IS TO RTntha�On-site Sewae Disposal System Constructed( ✓)Repaired( )Upgraded( ) Abandoned( )by �j fir at r�(> `� 1 �7�,1.c v f1 1 1 C` has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer 1-°�,r ,r 1-r,I r.4 1 t r- i�r-Y-) Designer k 0 rt 0 ,F_fN(A i Y1 The issuance of this permit steal not be construed as a guarantee that the systemwill functiontas designyed. Date f"f Inspector %I f 1 �% - �� i ----------------------------------------- No. Fee��/d• THE COMMONWEALTH OF MASSACHUSETTS 117_ 176 PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS fgpogaY .tem.Congtruction Vermit Permission is hereby granted to Construct( Repair( )U grade( )Abandon( ) System located at s�� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this,permit. Q Date: /Ll�ZZ-6, -Approved b -F,�YGY ✓�' — So __w .-..-- �-- -- - - � n r t- .�., •. .- � ;� �. x r } � 't § 5 � �� ♦� .. t+. � � i'+ a..... t'6 ..� '._ _ _�... .. .. A, .� t 4 . � ,p �� ,ag. ; `Z.4 LFa .. .S lti e _� ` " 2 -,. :T� � ;� ,��� Z ,.Y Y _ ' YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS THE BUSINESS NAME in town (which you must do by M.G.L.- it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, Vt FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. Fill in please: Date: _ APPLICANT'S NAME: G L A 'C. d f YOUR H eIVE e 0 f A ZA / 6 s _ BUSINESS TELEPHON # HOME TELELPHONE #: NAME OF CORPORATION;:. .NAME OF NEW BUSINESS 1G ,�-'1 th TYPE OF BUSINESS _, IS THIS A HOME OCCUPATIONS YES NO 6� - ADDRESS OF BUSINESS T--MA-i .�U S�Z�5�2 ryt C �AP/PARCEL NUMBER (Assessing) When starting a new business there are.several things you must do to be in compliance with the rules and regulations of the Town of Barnstable. This form is to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 2. BOARD OF HEALT This individual b n info r d f th unit re uirements that pertain to this type of business.. y Authorized Si ature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: J TOWN OF BARNSTABLE LOCATION _- d�aql�Zl�-sue 6A, 17414L SEWAGE # ' VILLAGE 2re0L-LCZ14, ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. AA roZo T71 SEPTIC TANK CAPACITY ! ),Pa LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNPIR PERMTTDATE: COMPLIANCE DATE: 'OO Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge.of.Wetland.and Leaching Facility(If any wetlands.exist within 300 feet of leaching facility) - Feet Furnished by s 41 t i i Z° I is h r �� �.,01 + TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE t t.,T LC e ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACII.ITY: (type) (size) h'✓x/L NO. OF BEDROOMS BUILDER OR OWNER �r �.ISL (� - - - - - PERMITDATE: COMPLIANCE DATE: /',Z Separation Distance Between the: . . Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist :...,� on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility.(If any wetlands exist.. within 300 feet of leaching facility) Feet Furnished by ¢' i r � � F tr (Legal Notice) NOTICE OF AN ENVIRONMENTAL RESPONSE ACTION Dunhill Development Co., Ltd. 776 Main Street Osterville, MA 02655 Pursuant to the Massachusetts Contingency Plan("MCP"), 310 CMR 40.1403 (3),notice is hereby given that a Downgradient Property Status Submittal has been filed with the Massachusetts department of Environmental protection, Southeast regional Office, Lakeville, MA, for the property at 804/804 R Main Street, Osterville, MA 02655. PROJECT SUMMARY This property has been found to be the location of an historic release of gasoline to the groundwater. It has been further determined that the release did not occur on the subject parcel, but did migrate to that parcel from an upgradient location. A copy of the Environmental Site Assessment Report upon which the relevant determinations are based is available for inspection at the office of the Chief Executive Officer of the Town of Osterville, MA, at the office of the Chairman of the Board of Health of Osterville, MA, and at the Massachusetts Department of Environmental protection Southeast Regional Office in Lakeville, MA, [(508) 946-2700)] and at the offices of CJH Environmental, Inc., of Stoughton, MA, [(781) 341-2833)]. In accordance with MCP requirements, it has been determined that the concentrations of contaminants in the groundwater at this site do not pose an imminent threat and that no Immediate Response Actions are required at this time. Further information may be obtained from any of the aforementioned sources. (Legal Notice) Ir Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT & Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM _ Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) A. SITE OR DOWNGRADIENT PROPERTY LOCATION: Site Name:(optional) p street: 8 0¢l 8 o ¢ t\ om r-,) S 7'2EE-T Location Aid: Cityrrown: O 67—,E"l P L C ZIP Code: 0 Z 6 SS ❑ Check here if this Site location is Tier Classified. If a Tier I Permit has been issued,state the Permit Number. Related Release Tracking Numbers that this Form Addresses: If submitting an RAO Statement,you must document the location of the Site or the location and boundaries of the Disposal Site subject to this Statement. If submitting an RAO Statement for a PORTION of a Disposal Site,you must document the location-and boundaries for both the portion subject to this submittal and,'to the extent defined,the entire Disposal Site. If submitting a Downgradient Property Status Submittal, you must provide a site plan of the property subject to the submittal and,to the extent defined,the Disposal Site. B. THIS FORM IS BEING USED TO: (check all that apply) Submit a Response Action Outcome(RAO)Statement(complete Sections A,B,C,D,E,F,H,I,J and Q. Check here if this is a revised RAO Statement. Date of Prior Submittal: Check here if any Response Actions remain to be taken to address conditions associated with any of the Releases whose Release Tracking Numbers are listed above. This RAO Statement will record only an RAO-Partial Statement for those Release Trading Numbers. Specify Affected Release Tracking Numbers: ® Submit an optional Phase 1 Completion Statement supporting an RAO Statement or Downgradient Property Status Submittal (complete Sections A,B.H,I,J,and L). Submit a Downgradient Property Status Submittal(complete Sections A,B,G,H,I,J and K). Check here if this is a revised Downgradient Property Status Submittal. Date of Prior Submittal: Submit a Termination of a Downgradient Property Status Submittal(complete Sections A,B,1,J and Q. L_J Submit a Periodic Review Opinion evaluating the status of a Temporary Solution(complete Sections A,B.H,I,J and Q. Specify one:. F-1 For a Class a RAO For a Waiver Completion Statement indicating a Temporary Solution Provide Submittal Date of RAO Statement or Waiver Completion Statement: You must attach all supporting documentation required for each use of form indicated,including copies of any Legal Notices and Notices to Public Officials required by 310 CMR 40.1400. C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply) Assessment and/or Monitoring Only 0 Deployment of Absorbant or Contaminent Materials Removal of Contaminated Soils Temporary Covers or Caps Re-use.Recycling or Treatment Bioremediation O On Site 0 Off Site Est.Vol.: cubic yards Soil Vapor Extraction Describe: Structure Venting System Landfill 0 Cover 0 Disposal Est.Vol.: cubic yards Product or NAPL Recovery Removal of Drums,Tahks or Containers Groundwater Treatment Systems Describe: Air Sparging Removal of Other Contaminated Media Temporary Water Supplies Specify Type and Volume: E] Temporary Evacuation or Relocation of Residents Other Response Actions Fencing and Sign Posting Describe: SECTION C IS CONTINUED ON THE NEXT PAGE. Revised 47l95 Supersedes Forms BWSC-004 and 010(in part) Page 1 of 4 Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT& Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM ❑ _ Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)8 40.1056(Subpart J) C. DESCRIPTION OF RESPONSE ACTIONS: (continued) -' Check here if any Response Action(s)that serve as the basis for this RAO Statement involve the use of Innovative Technologies. (DEP is interested in using this information to create an Innovative Technologies Clearinghouse.) Describe Technologies: D. TRANSPORT OF REMEDIATION WASTE: (if Remediation Waste was sent to an oft-site facility,answer the following questions) Name of Facility: Town and State: Quantity of Remediation Waste Transported to Date: E. RESPONSE ACTION OUTCOME CLASS: Specify the Class of Response Action Outcome that applies to the Site or Disposal Site. Select ONLY one Class: Class A-1 RAO: Specify one of the following: 0 Contamination has been reduced to background levels. 0 A Threat of Release has been eliminated. Class A-2 RAO: You MUST provide justification that reducing contamination to background levels is infeasible. ❑ Class A3 RAO: You MUST provide both an implemented Activity and Use Limitation(AUL)and justification that reducing contamination to background levels is infeasible. If applicable,provide the earlier of the AUL expiration date or date the design life of the remedy will end: Class 8-1 RAO: Specify one of the following: 0 Contamination is consistent with background levels 0 Contamination is NOT consistent with background levels. Class 8-2 RAO: You MUST provide an implemented AUL. If applicable,provide the AUL expiration date: Class C RAO: Check here if yoi s will conduct post-RAO Operation,Maintenance and Monitoring at the Site. Specify One: 0 Passive Operation and Maintenance 0 Monitoring Only 0 Active Operation and Maintenance(defined at 310 CMR 40.0006) F. RESPONSE ACTION OUTCOME INFORMATION: If an RAO Compliance Fee is required,check here to certify that the fee has been submitted. You MUST attach a photocopy of the payment. Check here if submitting one or more AULs. You must attach an AUL Transmittal Form(BWSC-113)and a copy of each implemented AUL related to this RAO Statement. Specify the type of AUL(s)below: (required for all Class A-3 RAOs and Class B-2 RAOs) 0 Notice of Activity and Use Limitation 0 Grant of Environmental Restriction - Number of AULs attached: Specify the Risk Characterization Method(s)used to achieve the RAO described above and all Soil and Groundwater Categories applicable to the Site. More than one Soil Category and more than one Groundwater Category may apply at a Site. Be sure to check off all APPLICABLE categories,even if more stringent soil and groundwater standards were met. Risk Characterization Method(s)Used: Method 1 Method 2 Method 3 Soil Category(ies)Applicable: El S-1 S-2 S-3 Groundwater Category(ies)Applicable: GW-1 GW-2 GW-3 > When submitting any Class A-1 RAO or a Class B-1 RAO where contamination is consistent with background levels,do NOT specify a Risk Characterization Method. > When submitting any Class A-2 RAO or a Class 8-1 RAO where contamination is NOT consistent with background levels,you cannot use an AUL to maintain a level of no significant risk. Therefore,you must meet S-1 Soil Standards,if using Risk Characterization Method 1. Revised 4f7/95 Supersedes Fonns BWSC-004 and 010(in part) Page 2 of 4 Do Not Alter This Fonn h Massachusetts Department of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT& Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM _ Pursuant to 310 CMR 40.0180(Subpart 8),40.0580(Subpart E)8 40.1056(Subpart J) Ei G. DOWNGRADIENT PROPERTY STATUS SUBMITTAL: r. If a Downgradient Property Status Submittal Compliance Fee is required,check here to certify that the fee has been submitted. You MUST attach a photocopy of the payment. ❑ Check here if a Release(s)of Oil or Hazardous Material(s),other than that which is the subject of this submittal,has occurred at this property. Release Tracking Number(s): Q Check here if the Releases identified above require further Response Actions pursuant to 310 CMR 40.0000. Required documentation for a Downgradient Property Status Submittal includes,but is not limited to,copies of notices provided to owners and operators of both upgradient and downgradient abutting properties and of any known or suspected source properties. H. LSP OPINION: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form,including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and(iii)the provisions of 309 CMR 4.03(5),to the best of my knowledge,information and belief, > if Section 8 incfcates that a Downgradient Property Status Submittal is being provided,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii) is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in 310 CMR 40.0183(2)(b),and(iii)complies(y) with the identified provisions of all orders,permits,and approvals identified in this submittal; > it Section B indicates that either an RAO Statement;Phase I Completion Statement and/or Periodic Review Opinion is being provided,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal. , I am aware that significant penalties may result,including,but not limited to,possible fines and imprisonment,if I submit information which I know to be false,inaccurate or materially incomplete. ❑ Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any r ( R(s)and/or approval(s) issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the appl' kereof. LSP Name: /ZAA-1 i S J. NOPC/za�7— LSP a: 1620 Stamp: Telephone: (7 e/) 3 4 l - L 8 33 Ext.: FRANCIS J. FAX:(optional) 7 8�� 3 4 if ' 60 3 -3 HOPCROFT No. 1620 Signature: a.-r `� G QISTER Date: /L-Z Z-9 6 S'RE PROF I. PERSON MAKING SUBMITTAL: Name of Organization: �u•v"trf� 6i=41e C_0 p Mc.s di L.7-b , Name of Contact: tRAAJ 14 ADO) . J/2_ Title: Street: 776 JW,4/AJ 57n T City/Town: O:5 Tc2v/t E State: W,4 ZIP Code: L Telephone: Ext.: FAX:(optional) J. RELATIONSHIP TO SITE OF PERSON MAKING SUBMITTAL: (check one) RP or PRP Specify: (& Owner O Operator O Generator O Transporter Other RP or PRP: ❑ Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑ Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.56)) ❑ Any Other Person Submitting This Form Specify Relationship: Revised 4/7/95 Supersedes Forms BWSC-004 and 010(in part) Page 3 of 4 Do Not Alter This Form Massachusetts Uepartment of Environmental Protection BWSC-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME(RAO) STATEMENT& Release TraddngNumber DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM _ Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) E:=- K. CERTIFICATION OF PERSON SUBMITTING DOWNGRADIENT PROPERTY STATUS SUBMITTAL: I, FAA `i le- J R• attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form;(ii)that,based on my inquiry of the/those individuals)immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge, information and belief,true,accurate and complete;(III)that,to the best of my knowledge,information and belief,Irthe person(s)or entity(ies)on whose behalf this submittal is made satisfy(ies)the criteria in 310 CMR 40.0183(2);(hv)that Irthe person(s)or entity(ies)on whose behalf this submittal is made have provided notice in accordance with 310 CMR 40.0183(5);and(v)that I am fully authorized to make this attestation on behalf of the person(s)or entity(ies)legally responsible for this submittal. Irthe person(s)or entdy(ies)on whose behalf this submittal is made is/are aware that there are significant penalties ding, not limited to,possible fines and imprisonment,for willfully submitting false,Inaccurate,or incomplete information. By: �� Title: OKcS/ 6�✓7- (signature) For: -�U'a /Z? Date: r% 515 / (print name of person or entity recorded in Section 1) Enter address of the person providing certification,if different from address recorded in Section I: Street: .SA-i C City/Town: State: ZIP Code: Telephone: Ext.: FAX:(optional) L. CERTIFICATION OF PERSON MAKING SUBMITTAL: If you are completing only a Downgradient Property Status Submittal,you do not need to complete this section of the form. I, V'/t�.✓fL �� J 2 attest under the pains and penalties of perjury(1)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(in)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. Irthe person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fines and'impnsonm for wil Ily submitting false,inaccurate,or incomplete information. By: Title: y- (si n re) For: C L C O, Date: (print name of person or entity recorded in Section 1) Enter address of the person providing certification,iNifferent from address recorded in Section I: Street: Si$►L7C City/Town: State: ZIP Code: Telephone: Ext.: FAX:(optional) YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM, YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE,AND YOU MAY INCUR ADDITIONAL COMPLIANCE FEES. I Revised 4/7/95 Supersedes Forms BWSC-004 and 010(in part) Page 4 of a Do Not Alter This Form DOWNGRADIENT PROPERTY STATUS SUBMITTAL 804/804 R MAIN STREET OSTERVILLE, MA 02655 DECEMBER 21, 1998 1. SUMMARY The site at 804/804 R Main Street, Osterville has been identified through an Environmental Site Assessment report, dated December 4, 1998, by CJH Environmental, Inc., as the location of a release of gasoline contaminants to the groundwater. The site is situated in the center of Osterville in an area developed mainly with small commercial establishments and residential properties. It is located approximately 2 miles south of Route 28 and adjacent to an Exxon gasoline station which has been identified as the site of an historic release of gasoline. (RTN#4- 0000704). The site is developed with a single two-family dwelling along Main Street. It is undeveloped at the rear, with the exception of a small garage. Two groundwater monitoring wells installed along the southern and eastern boundaries with the Exxon gasoline station property were found to contain concentrations of gasoline constituents at concentrations exceeding the RCGW-I and RCGW-2 standards for Total Petroleum Hydrocarbon(TPH) concentrations as promulgated in the Massachusetts Contingency Plan, 310 CMR 40.0000. Groundwater flow appears to be from the direction of the Exxon station and a review of the reports associated with that release in the DEP files indicates that migration from that site is likely to have occurred. Based on the findings of the Environmental Site Assessment Report for the subject property, attached as Appendix A, the subject parcel appears to a downgradient recipient of gasoline components emanating from the Exxon gasoline station. Reportedly, the owners and operators of 804/804 R Main Street have at no time in the past conducted any activities on the site which could have lead to the release of significant quantities of gasoline or gasoline constituents. The soil on the subject parcel does not appear to be contaminated above the water table smear zone. Accordingly, Downgradient Property Status for the subject site is herewith asserted. 2. OPINION It is the Opinion of CJH Environmental, Inc., and of Francis J. Hoperoft, P.E., LSP, that the site is properly classified as a Downgradient Property subject to the protections of a Downgradient Property Status Submittal. 3. SITE BOUNDARIES The subject parcel is bounded by Main Street, Osterville. Beginning at a point on Main Street comprising the southwestern property comer and running easterly along Main Street a distance of 74.84 feet to a point;then turning and running northeasterly a distance of 100.10 feet to a point; then turning northeasterly and running a distance of 145.57 feet to a point;then turning and running northwesterly a distance of 114.68 feet to a point;then turning and running westerly a distance of 190.83 feet; and then turning southwesterly and running a distance of 204.13 feet back to the point of beginning; containing approximately 0.65 acres of land. According to the US Geological Survey map for the area, the site is located at N41.621808 and E-70.383392. 4. RELEASE BOUNDARIES The subject parcel is bounded on the south and east by the Exxon gasoline station which is the subject of RTN # 4-0000704. Based on reports of the Exxon station release in the DEP files, and on the work done by CJH Environmental, Inc., on the subject site, the boundaries of the release appear to be limited to the Exxon gasoline station site and the southeastern portion of the subject site. These boundaries have not been confirmed, however. 5. KNOWN RELEASES IDENTIFIED TO DATE The Exxon Station reports indicate that an underground storage tank for gasoline was removed on September 29, 1989 and that a release of gasoline from the tank was identified at that time. A Phase I Environmental Site Assessment Report on the property, conducted by RAM Environmental, Inc., and dated August 9, 1996, indicates the likelihood of off-site migration of the gasoline contaminants in the groundwater under the Exxon site. Groundwater appears to be flowing from the Exxon station site across the subject parcel. No other releases of oil or - hazardous material are known to have occurred in the vicinity of the subject site that are likely to have impacted the groundwater under the site. ' Concentrations of the following compounds were found in the groundwater on the subject parcel in samples collected on 8-18-98, in excess of RCGW-1 and RCGW-2 standards. Contaminant MW-1 MW-2 Units RCGW-1 RCGW-2 Standards Standards TPH 3.82 5 6.8 mg/L 1.0 mg/L S 0.0 mg/L No other compounds were identified in the soil or groundwater above reportable concentrations. Complete laboratory reports and analyses are included in the attached Environmental Site Assessment report. 2 6. RELEVANT HYDROGEOLOGIC CONDITIONS The subject site meets the criteria of 310 CMR 40.0932 (4) (a), Groundwater Category GW-1 even though the site is not located within a Zone 2 (interim well protection area), according to the Aquifer Protection Map reviewed at the Town Hall. All of Cape Cod is considered to be within an aquifer protection zone, except where it can be positively shown otherwise. Because there is a residential structure on the property, the groundwater is also partially classified as GW-2, and all groundwater is classified as GW-3. Information provided by the Town Conservation Commission indicated that there are no surface water bodies within 500 feet of the site and that the site is not within either a groundwater protection zone or within a wellhead protection district. The site is not located within an area of Critical Environmental Concern. The surface of the site is generally flat, with steep slopes of about 4:1, elevated to 10 to 15 feet above grade, at the northern most comer of the parcel. The remainder of the site is level to gently sloping from west to east. Based on the two soil borings installed on August 8, 1998, the soil on the site appears to be overlaid with fill above the parent soil consisting of a fine sand to a depth of 20 feet or greater. The soil then changes to a sandy-clay loam(only boring number 2) and a loamy-sand (only boring number 1). Bedrock was not encountered during soil boring and monitoring well installation. The monitoring wells were set at depth of approximately 30 feet below grade. 7. NEED FOR IRA Based on the distance from the residential dwelling to the monitoring wells and the relatively low concentrations of contaminants identified, there appears to be no imminent threat posed at this time on the site and no need for implementation of an Immediate Response Action. Depending on response actions from the upgradient source, further monitoring of groundwater concentrations will be encouraged at least annually in the future. i r 3 4A CERTIFICATION OF SUBMITTAL PER 310 CMR 40.0009 i attest under the pains and penalties of perjury(I)that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this submittal, (ii)that, based on my inquiry of those persons immediately responsible for obtaining the information, the material information contained in this submittal is, to the best of my knowledge and belief; true, accurate and complete, and(iii)t t I am fully authorized to make this attestation on behalf of the person or entity legally respot , a for this submittal. 1/the person or entity on whose behalf this submittal is made am/is awarO,tha there are significant penalties, including, but mot limited to, possible fines and impriso e t t, for willfully sub itting false, inaccurate, or incomplete information. i By: -19ignature) (date) T(Title) nn For: (Name of person or entity) Environmental FirstSearch 1 Mile Radius ASTM Map: NPL, RCRACOR, STATE Sites 804 MAIN ST, OSTERVILLE MA 02655 rr V 1 i, r f I 7 ` _Y V �J 1 �t w y f 1 Ifi\ X ' � f r s � Source: 1994 U.S. Census TIGER Files ' Target Site ® Water Bodies Identified Site Public Water Supply y ~ i Multiple Sites Other Aquifers: :, ► ® Dep Zone 11 Boundaries Receptor EPA Sole Source High Yield Aquifers: ACEC's: NPL,SWL or Haz.Waste ® Potentially Productive ® Area of Critical Target ZIP Boundary Environmental Concern ,t Adjacent ZIP Boundary Not Potentially Productive ® Protected Open Spaces Railroad Medium Yield Aquifers: a Estimated Habitats of Black Rings Represent 114 Mile Radii Potentially Productive Rare Wetlands Wildlife a Red Ring Represents 500 ft.Radius � � Not Potentially Productive Vernal Pool ,r a 4 Environmental FirstSearch .5 Mile Radius ASTM Map: CERCLIS, RCRATSD, SPILLS90, SWL, LUST 804 MAIN ST, OSTERVILLE MA 02655 i' 10 ti M s I� t i 1� 16 l ppay Source: 1994 U.S. Census TIGER Files. ,+ ` Target Site ® Water Bodies �,ry* . Identified Site Public Water Supply i v Multiple Sites �—,! Other Aquifers: r ® Dep Zone II Boundaries x Receptor ® EPA Sole Source ® High Yield Aquifers: ACEC's: «' NPL,SWL or Haz.Waste ® Potentially Productive ® Area of Critical Target ZIP Boundary Environmental Concern Adjacent ZIP Boundary Not Potentially Productive ® Protected Open Spaces Railroad Medium Yield Aquifers: Estimated Habitats of Black Rings Represent 1l4 Mile Radii Potentially Productive Rare Wetlands Wildlife aVernal Pool Red Ring Represents 600 ft.Radius Not Potentially Productive r Environmental FirstSearch .25 Mile Radius ASTM Map: RCRAGEN, ERNS, U.ST 804 MAIN ST, OSTERVILLE MA 02655 but B1 s Hin'�kl Cir 1ti Pi LYe .Lane 1 Lari r 17-19 Ya, hts ` 4 Cir 3 East Roa Sunse . n La fro l Bate St W -st Road Love ` Road \ Off Wia Roa 1. \ Source: 1994 U.S. Census TIGER Files Ca, ® Water Bodies Target Site Identified Site Public Water Supply ti Multiple Sites Other Aquifers: r ® Dep Zone It Boundaries � Receptor EPA Sole Source ® High Yield Aquifers: ACEC's: NPL,SWL or Haz.Waste Potentially Productive Area of Critical El Target ZIP Boundary Environmental Concern. Adjacent ZIP Boundary Not Potentially Productive ® Protected Open Spaces Railroad Medium Yield Aquifers: Estimated Habitats of Black Rings Represent 114 Mile Radii Potentially Productive Rare Wetlands Wildlife i1 Red Ring Represents 600 ft.Radius B Not Potentially Productive Vernal Pool I ,t. Y I` (:V fi I '1 f � FIGURES I 1 { 11l'w.. M1. .a - -r•18 -�. � '� 1 dS - � �,�'i.�a •�'`\� %�' `'omits/ � +f /� �41 �a�.. � ,, / 321 1 a` '-ice• � r�wl ��:;1i �_ •\ . f' a. '..1• � ' ' ��'7__��� r. r LS�ti` "CC....JJ lk �35, I I ILa,,�. Y �t , X42• W , \ 39 \ 11 4p , `j Q��� .,ti , r _•�1 � '� a �: P--� �1 � .fn',�� nh `�i• - .(v "77yy66�rr��iiLL)�� J �+! '� ( i�•1t �r` f ,��1 1 �//%(� • ,• '!:,V.• e'1 ;(,11.e 71�r—: r,�'9i' 1 is. 1 �� — --- �xz ilt .M1 1 J 2 14+X 1. e� � nl �p' �u. , , K `•. fig. G61 , ;ice::• �x � ..�• a ` F �a `�b`1 ,>. -i� _ // 'La ,I t \`•;�— �r '�qa. .tr :q,: �-anln as 115 �-` -ic 9S �:. lax x c',• '•;�_� \ I 1�, I 31��' 1-�_�112' ,� 11 �( 91 � r� x " 1 T \ •,1 ..w\ �.. i .�xr�-1 S,C�t33i t' \ 120' 4Y� rf� ,' /2 xw r' 1•-1N /71.1 \ r T• i xlm 1 PLOT PLAN—ASSESSORS CJH ENVIRONMENTAL, INC. 31 - Tosca Drive, Suite ,8 DATE: 12/6/98 Stoughton, MA 02072 (781) 341-2833 .p l / •a -� 3 o_ ai .y,., •< 'cranberry • -so) ] Q x _ Y tee' _' _ a ! ,s• .r. sue; � pis - -_� _ }. a ,•'' : Micak( *c 0• �< o.�;� 1 2—mile Site radius Poid Hi a rK l St Marys laluirt r - F ioa Islar.cl r. Pgnd pvw- pt .o o �'/� Isabella •cM1,, ro � .I " •i i r�%• z any er ;r; l Public l .500 loot Site r Y ius 130 C. p �, _�nding. �• o Y ,. c<• •• •• a �• ou e1�b Oyster• `T, ]. ; _ u , a ' ]2 . • ,• B d 1� `' '-Parker .�'-( Neek t W .• Qc Course Wiann s� � n' RVI LEG D IS NOS, �' •..' ` — _%'�! `' 10 '{I -$6WPutt ^^ — SEawEW eaC f5 Beach = - ►1a�bO -f:. :.•� . LOCUS�USGS MAP CJH ENVIRONMENTAL, INC. 31 Tosca Drive, Suite 8 ' DATE: 12/6498 Stoughton, MA 02072 (781) 341-2833 * LOCUS MAP OBTAINED FROM IRA PLAN, PREPARED BY RAM ENVIRONMENTAL, PLYMOUTH, MA t Ys ►90, g3 1 5LOM 1 r 1 i M " o 1 . pEUc g ,�fnw� o� EKxoN r ' � � u5Ts eo9 / j STATE I � I ,I I - /AA l ni SITE LOCUS PLAN_ CJH ENVIRONMENTAL, INC. 31 Tosca Drive, Suite 8 DATE: 12/6/98 Stoughton, MA 02072 (781) 341-2833 s:. a1j CJH Environmental, Inc. 31 Tosca Drive Environmental Engineering&Consulting 300 Falmouth,Road Suite 8 Unit 14B Stoughton,MA 02072 "in-Situ Bioremediation" Mashpee,MA 02649 ENVIRONMENTAL SITE ASSESSMENT on 804 and 804 R Main Street r Map 117 , Lot 176 Osterville, MA 02655 prepared 'for: Dunhill Companies 7,76 Main Street Osterville, MA 02655 prepared by: CtiH Environmentai, 'Inc. 31 Tosca Drive, Suite 8 jt Stoughton, MA 02649 December 4, 1998 *. r: S'. rr, F I 2{. ;(781) 341-2835 / (781) 344-6033 (Fax) (508) 477-0108 / (508) 477-0108 (Fax) PHASE 1 SITE ASSESSMENT TABLE OF CONTENTS PAGE EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 3 2 . 0 SCOPE OF WORK 4 3. 0 SITE LOCATION 5 4. 0 SITE DESCRIPTION 6 4 . 1 Geographic setting 6 4 .2 Environs 6 4 .3 Physical description 6 4 . 4 Building description 7 4.5 Building use and prior use 7 4 . 6 Basement description 7 4. 7 Fuel tanks 7 4 . 8 Fuel source 7 4 . 9 Electric service 7 4 . 10 Water service 7 4. 11 Wastewater Disposal 7 5.0 SITE HISTORY 8 5 . 1 First Search Report & DEP/EPA File Review 8 5.2 Aquifer Map 9 5.3 ACEC Map 9 5 . 4 Municipal Review 9 5 .4 . 1 Fire Department 9 5.4 .2 Health Department 10 5 .4 .3 Building Department 10 6. 0 SITE SURVEY 10 6. 1 The Site and Environs 10 6.2 Topography 11 6.3 Subsurface Observations 11 7. 0 FINDINGS AND RECOMMENDATIONS 13 7 . 1 Findings 13' 7.2 Recommendations 14 8.0 CONDITIONS AND LIMITATIONS 15 A 't INDEX Environmental FirstSearch Report Figures Plot Plan-Assessors Site Locus Plan Locus/USGS Map Analytical Data HNu Screening/Drilling Logs L r Or F +. December 4, 1998 ENVIRONMENTAL SITE ASSESSMENT Dunhill Companies 776 Main Street Osterville, MA 02655 Contact: Charles R. Crovo Frank WAgp, Jr. Executive Summary CJH Environmental, Inc. (CJH) was retained by Dunhill Companies (Dunhill) to conduct an environmental site assessment for the property at 804 and 804 Rear (two contiguous lots) , reference assessors office on Map 117, Lot 176, in Osterville, Massachusetts (Site) for evidence of contamination of the soil a and/or groundwater by oil or hazardous materials . The evaluation included the investigation of g potential on and off--site sources to determine the occurrence of past or present releases which may have affected the Site, and whether any such releases would be a- `yt cause for concern and liability under Massachusetts General Law (MGL) , c . 21E; to the site owner or its successors . These ! . findings are based upon multiple sources including: personal interviews, local or state files, commercial databases of sites of potential environmental impact, review of previous f ; compilations, historical maps of the area, subsurface investigation and physical inspection of the Site . CJH identified an apparent historical release of contamination (gasoline) to the soil and groundwater on an abutting property (Exxon Gasoline Service Station at 792 Main Street) to the Site . In addition contamination of the groundwater was identified on the subject Site, which in .the opinion of CJH Environmental, Inc. , creates an environmental liability on this property. These include : 1. Groundwater contamination, requiring remediation, apparently from the abutting upgradient property (Exxon Gasoline Service Station) where a confirmed release of gasoline had occurred. 2 . Groundwater contamination was noted within the two monitoring wells installed and sampled on the subject Site ,( during the subsurface investigation, as part of the ;t environmental site assessment . Elevated levels of Total Petroleum Hydrocarbons (3 . 82 mg/L within MW-1 and 56 . 8',, mg/,L s within MW-2) were identified. (Reference Appendix for Analytical Data for Soil and Groundwater results) . 1 , i CJH recommends that Dunhill : 1 . Notify the Department of Environmental Protection within 120 days that a release has occurred on the subject property. 2 . File a Downgradient Property Status (DPS) , along with {. the supporting Environmental Site Assessment indicating Exxon Gasoline Service Station at 792 Main Street, as k; the likely y source. of groundwater contamination based on the previous environmental site assessments , conducted on that property which indicate that migration of documented contaminants off site is likely. 3 1 s x t 5 �, 2 "- I0'1.1rat 1.0 INTRODUCTION: �'CJH Environmental, Inc. (CJH) , conducted this Site Assessment for z;. yf, Dunhill Companies (Dunhill) to investigate the property at 804 and 804 Rear Main Street in Osterville, MA to determine whether . any conditions exist that would require a response under the � I requirements of Massachusetts General Laws (MGL) Chapter 21E for oil and hazardous materials . The evaluation .included the investigation of both on and off-site sources to determine the occurrence of prior or current releases which may have affected the Site, and whether any such releases would be cause for I concern' or present a liability under MGL, c. 21E, to the site y:. owner or its successors . These findings are based upon multiple sources including:g: personal interviews, local or state files, commercial data bases of sites of potential environmental impact, ►4 historical maps of the area, a subsurface investigation and a Physical inspection of the Site. The contents herein may be utilized by lenders and title insurance companies in granting mortgage monies and affirmative insurance coverage 4 " a i :z w' R { 3 S i . T a¢ J� t Kati. 2.0 SCOPE OF WORK: V�{ CJH developed a Scope of Work to evaluate the Site and the ' surrounding properties to establish environmental conditions in the area of the site and the means to obtain those objectives. 2 . 1 Objectives - The objectives of ,this Site Evaluation were t' as follows : {, Determine if oil or hazardous materials have been I released on or have migrated onto the Site from other s; locations . Asa:. Determine if oil or hazardous materials are currently present on the Site . Identify potential on-site receptors, that might. be affected by a spill or release of oil or hazardous t materials at the Site . 2 .2 Means - To accomplish these objectives 'CiH ' J `" performed the following tasks : Contacted the Massachusetts Department of Environmental Protection (MADEP) for regulatory information ' `' concerning the Site and applicable requirements relative to known or suspected releases of oil or f hazardous materials . Reviewed MADEP records relating to conditions on the Site relevant to this assessment . Obtained information from the "Environmental `1 EirstSearch Report" on the Site and its environs . } Contacted personnel in municipal and other Governmental agencies for information on environmental conditions at the Site . Characterized the environmental quality of the soil and groundwater using test borings and monitoring wells at selected locations on the Site . Conducted a physical inspection of the Site and . surrounding areas for obvious indications of p Site . resent .or past activities that have or could contaminate the Analyzed and interpreted the results of these investigations, assessed the impact of found ,contaminants, made appropriate MADEP submissions and ,formulated recommendations for remediation where applicable . F , F Prepared a report analyses, findings and conclusions . 4 s } .:3.0 SITE LOCATION 7: The Site is situated in the center of Ostervil le, developed, ;mainly with small commercial developments and residential 'properties . The Site is located approximately 2 miles south of Route 28 . The coordinates of the Site as reported by Environmental FirstSearch Report are Longitude - E70 . 383392 and N41 . 627808 . The boundaries of the Site appear on Map 117, Lot 176 of the Town of Osterville Assessor ' s Maps and are further delineated on the Assessor' s plan in the Figures Section. .} A location map is also included in the Figures Section . ll' ,S It S tl? 4 1% 5 L 4.0 SITE DESCRIPTION The site comprises an area of approximately 0 . 65 acres which has 'yA 74 . 84 feet of frontage along Main Street, beginning approximately f �k a few hundred feet east from the intersection of Main Street and i7 Wianno Avenue . The legal description of the Site may be found in the deed for the ert ro P p y, reference. Book 6495, Page 107 and Book 695 and Page 236, respectively. The topography of the site and its surroundings is referenced on the Osterville Assessbrs Map ' (Figure Section) . The property has a 2-story residential home {. built along the "Right of Way" of Main Street, while the remaining_ property in the rear is undeveloped, with the exception of a garage on the extreme northeast portion of the property. Large upland development does exist throughout the property, with a grassy meadow in the middle of the rear portion of the property. The Figures section includes a Site detail sketch 3' showing the Site plot plan and a plan view of the property showing the locations of the soil borings and monitoring wells . 4. 1 Geographical '} setting: - The frontage along Main Street (running west to east) consists of 74 . 84 feet, then turning northeast 100 . 10 feet, then northeasterly 145 . 57 feet, then northwesterly 114 . 68 -feet, then westerly 190 . 83 feet and finally southwesterly 204 . 13 -feet, back' to Main Street . See Figures section for additional delineation and ' location of the property. 4.2 Environs : The site is located in a Zone BA. The majority of the development in the immediate vicinity of the site consists of commercial to the south, east and west, with the Exxon Gasoline Service Station abutting the Site to the east and south, along with numerous small commercial sites along Main Street . Situated north of the site *is a {9 ' large multi-family residential development . A ; 4. 3 Physical description: A 2-story residential building and t:. a garage is located on the property. Two easements exist talong the east and west property lines of the Exxon Gasoline ;f. Service Station which also allow access to the Site from Main Street, other than the existing 74 . 84 feet of frontage along Main Street . Two monitoring wells exist on the property. Monitoring well No. 1 is located along the southern property line of the Site and the Exxon Station and Monitoring Well No. 2 is located along the eastern property line and the Exxon Station. Large upland trees exist throughout the property. A grassy meadow with no upland species exist within the middle of the rear portion of the ro ert p P Y• :N _ 6 3 . lk 4.4 Building description: A 2-story wood framed residential yy;r two family building exists on the property. The house was built in approximately 1900 . The house consists of a total of 12 rooms, of which 5 are bedrooms . The clapboard siding t} mot' and the wood shingle house appears to be in fair/poor a4fl condition. The existing wood framed also appears to be in fair/poor conditionge on the property Building 4 .5 g use and prior use: The existing residential building that was built in approximately 1900 on the property was used from 190'0 to present as residential . �yy Prior to 1900, it appears that the site was undeveloped. ' ` y . 4. 6 Basement description: Access to the interior of the house was not available during the site inspection. Apparently an existing underground oil storage tank may * y ` exist below the basement floor of the house, based on interviews . According to the fire department records, no t underground fuel storage tank has been officially recorded for the subject site at the fire department 4.7 Fuel Tanks : According to the Fire Prevention records of � ,. underground storage tanks (UST ' s) or above ground storage :kx tanks (AST ' s) within the Town of OstervillF , no UST ' s or AST ' s are registered for the subject site . There are presently three UST ' s located at the Exxon Station, 1-4000 gallon and 2-6000 UST ' s . One 275 gallon AST also exists at the Exxon Station. x� 4.8 Fuel Source: According to the assessors records, the ,¢x home is heated with oil (assume # ) oil) . However, gas service presently exists ' at the house . ` 4 . 9 Electrical Service: Utility poles with overhead electric # lines exist along Main Street and service the property. 4 .10 Water Service: An existing water _ine along Main" Street 3 Services the house . No known wells apparently exist on the property or within the immediate vicinity of the site . 4.11 Wastewater Disposal: An existing cesspool apparently exists on the property. According to the Board of Health records, the cesspool has a history of backing up. An ` : N existing septic system exists, comprised of a septic tank s, (located behind the Exxon Station) and leaching pits located on the western side of the Exxon Station, near Monitoring Well No. 2 . No Town sewer exists within Osterville . t, 7 . 5.0 SITE HISTORY I .af ;, � 1 An environmental review was conducted through the "Environmental First Search Report" obtained from New England DataMap Technology Corporation. Inquiry was made to the Town of Osterville Fire Prevention Bureau for UST status and the Town Hall for other t specific information pertaining to the. 21E or other violations . 4 " 5. 1 FirstSearch Report & DEP/EPA File Review: A perusal of ?µ: the Environmental FirstSearch Report and research P at the Department of Environmental Protection/EPA files reveals a SFI reported site abutting the subject site in the immediate , S vicinity that could have an environmental impact on the subject site . The databases searched for FirstSearch .report were NPL, CERLCIS,. RCRIS-TSD, RCRIS-GEN, ERNS, STATE LIST, SPILLS SWL, UST. The following are the sites identified within the immediate vicinity of the subject site . 5. 1. 1 Exxon Station File Review Report R- Exxon Gasoline Service Station , 792 Main Street, Osterville, MA RTN (4-0000740) CJH reviewed a Phase I Environmental Site Assessment, dated August 9, -1996, prepared by RAM Environmental, M "? and IRA Plan, dated January 16, 1997 , also prepared by ? RAM Environmental . f ` Report Review r ' The above referenced site abuts the subject site to the east and south. The Exxon Station has had a documented release of gasoline duringthe removal emoval of 4-4000 gallon UST ' s on September 20, 1989. Prior to r removal, tank tightness tests on the tanks indicated a product leak, which resulted in the removal of the UST ' s . Analytical data of soil from the bottom of 4 the excavation resulted in elevated concentrations of w volatile Organic Compounds and Total Petroleum Hydrocarbons . Subsequent to the findings of contamination of soil, a monitoring well was installed. } A groundwater sample was collected and sampled. The results found elevated concentrations of Volatile ' Organic Compounds (by-products of � •� Y-P gasoline) . Removal of some contaminated soil was performed. Remediation of the groundwater has been addressed within the IRA rA Plan. According to the IRA Plan , prepared by RAM Environmental and reviewed by CJH "Gasoline and h - solvent impacted groundwater was detected within and F downgradient of the° UST systems and have potentially migrated off of the property. " ;. 8 5.1.2 National Priority List (Superfund Sites ) There are no known Superfund sites located within a 1 f. mile radius of the subject site. 5. 1.3 RCRA Generators List There are three (3) Resource Conservation and Recovery Acts (RCRA) generators within a 1/4 mile radius of the site . The following are the list of the sites : 1 . Harmon Painting, 707 Main Street, Osterville 2 Village Photo, 864 Main Street, Osterville '~ 3 . Village Photo, 866 Main Street, Osterville 5.2 Aquifer Map The subject site meets the criteria of 310 CMR Groundwater Category GW-1, even though the site is not located within a Zone 2 .�, (interim well protection � area) , according to the Aquifer Protection Map reviewed at the Town Hall . However, all of Cape god is considered to be within are aquifer p:- q protection zone, except where it can be proven otherwise . As a result the subject site will be categorized as GW-1, GW-2 and GW-3 . ft According to information provided from the Conservation ,. Commission, no wetlands or waterbodies exist within 500 feet of the property. The site is not within a groundwater protection zone or within a well head protection district . 5 .3 ACEC Map The site is not located in an Area of Critical Environmental a Concern (ACEC) . till 5 .4 Municipal Review 5.4 . 1 Fire Prevention: The following information was obtained from files and interviews at the Osterville Fire Prevention Bureau. There are no known -underground storage tank/s or < ' releases known to have occurred on the subject property. According to the files', 4-4000 gallon gasoline UST ' s, a 500 gallon waste oil tank and a 500 gallon #2 fuel oil tank were removed from the Exxon Station in 1989 . It was determined that an unknown ' had .been released. quantity of gasoline 9 � r A, 5.4 .2 Health Department: The following information was l , . ' revealed during an interview with the Town of g Osterville Board of Health Agent . A release of gasoline was reported to the Board of ` Health, via an environmental assessment report by RAM f Environmental . According to. their files illegal paint storage and possible dumping had occurred in the c: vicinity or within the garage on the subject site . Lead paint has been documented to be resent within the existing house . The cesspool has been constantly t- overflowing. 5 .4 . 3 Building Department: The following information ' was revealed during the file review at the Building Department office . No documented information was present within the files for the subject property. ` 6.0 SITE SURVEY CJH personnel visited the subject Site on -August 18, 1998 to conduct a site evaluation and to perform a subsurface ` & investigation. The evaluation included a visual survey of the Site ' s surface environment, along with a survey of conditions of abutter properties that might -affect the site . - Additionally., a subsurface investigation was performed to sample the soil and groundwater on the property to determine whether any subsurface contamination exists . Soil samples were screened, using an HNu PI-101 Photoionizer Meter. q 6.1 The Site and Environs: The site and surroundings were viewed for visible evidence of releases of oil and/or s, hazardous material . CJH personnel walked the entire Site and the perimeters of the abutting properties . The subject N Site was found to be free of any visual , surface releases or discarding of hazardous materials . No stressed vegetation was observed. Visual observation around the garage and viewing within the garage showed no signs of illegal discharging of paints at the time of the inspection. �¢ Inspection within the house was not allowed at the time of the site review. The property has a 2-story wood framed residential building on the property and a garage located on Wt' " the extreme northeast corner of the property. The remaining portion of the site is undeveloped with upland species and a grassy meadow in. the middle of the property. The Exxon Station exists along the eastern and southern n portion of the Site. Reidel Oil Service and Plumbing and Heating company exists to the far east of the Site . Immediately across Main Street from the Site, to the south, 10 .F ; is a backery, real estate agency and a beauty salon. A residential Complex exists to the north and north western ` portion of the site. 1 6.2 Topography: The site is generally flat, with steep 4 ��< slopes of 4 : 1, elevated to 10 to 15 feet above grade at the far north portion of the site . The remaining topography throughout the site and along main street are level to gently sloping from west to east . j $ 6.3 Subsurface Observations: The goal of the subsurface : .. investigation was to install two soil borings to collect r subsurface soil samples in order to locate and identify any A possible soil contamination. At the selected soil bore r locations, monitoring wells (2) were installed to facilitate r� groundwater sampling. Initial .soil bores and monitoring fi well locations were placed in selected areas on the Site to characterize the Site ' s possible impact from the reported yi release from the Exxon Gasoline Service Station. The soil t° borings and monitoring wells were installed on August 18, 1998 ., Subsequent soil and groundwater samples were also collected on August 18, 1998 . Soil samples were screened ` and all groundwater samples were sent to a Massachusetts certified laboratory for chemical analysis . The laboratory i reports are summarized in the following tables . 6. 3 . 1 Tables for Soil and Groundwater Analyses : (See ` Figure Section for site locus plan) Table 1 TPH and VOC Results of Soil Samples Samples Collected on 8/18/98 } TPH R% esults : B-1 B-2 CONC. CONTAMINANT f` k ND 10 . 4 mg/L TPH VOC Results: ND 14 . 2 ug/L BENZENE ND 83 . 1 ug/L ETHLYBENZENE ND 134 ug/L TOLUENE ND 470 ug/L XYLENES h - a � �; 11 X1 Table 2 TPH and VOC Results of Groundwater Samples Samples Collected on 8/18/98 TPH RESULTS : MW-1 MW-2 CONC. CONTAMINENT t. 3 . 82 56. 8 mg/L TPH VOC RESULTS : 18 . 1 55 ug/L 2-METHYLNAPHTHALENE ND 25. 9 ug/L BENZOIC ACID ND 15.2 ug/L 2-METHYLPHENOL ND 17 . 2 ug/L 3-METHYLPHENOL/ E ND 294 4-METHYLPHENOL ug/L NAPHTHALENE 6. 3 . 2 Discussion Soil Tests Two soil samples were taken from the two soil borings along the property line of the subject Site and the Exxon Station, one along the eastern portion of the property line and the other along the southern property line . Slightly elevated concentrations of Total Volatile Organic compounds, via the head' space analysis method, using an HNu Photoionizer Meter were indicated within soil samples from only boring No. 1 from l5 feet to 30 feet below grade (reference Appendix for results) .. No levels exceeded 50 ppm on the Hnu meter. A representative composite soil sample collected from each of the borings was tested to the following EPA protocols as shown in- Table 1 . Total Petroleum Hydrocarbons (TPH, via Method 3100) and Volatile Organic Compounds . (VOC ' s, via Method 8240) were measured, resulting in levels found to be below the applicable Reportable Concentration for RCS-1 as outlined in 310 CMR 40 . 0361 ( 1) (a) . Groundwater Tests Two groundwater samples were collected and tested at each of the monitoring wells installed within the pre-existing boring locations . Representative groundwater samples taken from those two wells were sent to a Massachusetts Certified Laboratory using the proper EPA testing protocols . TPH (Method 8100) and VOC ' s (EPA Method 625) were found within the groundwater and TPH levels were above the applicable Reportable Concentration for RCGW-1 as outlined in 310' CMR 40 . 0362 (1) (a) . 12 r Table 3 Reportable Concentrations h CONTAMINANT RCGW-1 RCGW-2 RCS-1 RCS-2 r; s TPH 1 mg/L 50 mg/L 500 mg/L 2500 mg/T 7.0 Findings and Recommendations 7 . 1 Findings: The subject site at 804 and 804 Rear Main Street, as shown _Ln the Osterville Assessors office on Map 117 , lct 176, appears to be within the area of an historical release of gasoline and possibly solvents, apparently from the abutting Exxon Gasoline Service Station . The confirmed gasoline release at 792 Main Street (Exxon Staticn) was apparently from 4-4000 underground gasoline storage tanks . Groundwater on and probably in the immediate vicinity' of the Exxon Station has been contaminated with gasoline, as indicated from the Environmental Site Assessment report and IRA Plan prepared by RAM Environmental . The results of the subsurface investigation on tle subject site showed elevated levels of TPH, which include gasoline N compounds above the recordable levels for RCGW-1 and RCGW-2 (Reportable Concentrations of Groundwater) . Soil within the groundwater table appeared to be impacted by the gasoline, however based on recent laboratory results were not above the reportable concentrations . The property appears to have been developed for residential proposes . No surface contamination or illegal disposal of oil or hazardous material appears to exist at the time of the site inspection. Confirmation of illegal dumping of paints near or within the garage was not confirmed via the sire inspection. Confirmation of the presence of an UST (oil tank) within the basement of the house was also not confirmed during the site inspection, due to no access within the house being allowed during the inspection. According to the Board of Health files, lead pain -is present within the house . - It is the opinion of CJH Environmental, Inc. that the site is the location of an apparent historical release of gasoline, most likely from an offsite source (Exxon Station) . It appears that the Exxon Gasoline Service Station is the site of a release of hazardous waste and/or oil (gasoline) . As a result of the identified release at the Site it is the responsibility of the potentially 13 _w t r ` j responsible person for the subject � property to notify the Department of Environmental Protection that a release has �` ry occurred at the subject site within 120 days of the known -0x release (confirmed release was on 8/26/98) , (reference 310 CMR 40 . 0315) . 7.2 Recommendations: ;y Based on the past history of the documented releases within the immediate vicinity of the site and from the results of- the groundwater analyses indicating that groundwater is contaminated above the reportable concentration on the subject Site, CJH recommends that a Downgradient Property K; Status (DPS) submission be made for this release, along with the supporting Environmental . Site Assessment. Prepared and Reviewed by: y Danie B. ohnson, R. S . , C.S . E. Vice President App ved by: Francis Hopc t, ;P.E. L.S . P. t President yyp% ) C. x 1. 14 F 1 I C 8. 0 CONDITIONS AND LIMITATIONS `• No amount of investigation or abatement can abso y ee the absence of subsurface contamination of a site ., It isaran always Possible that at one time the site may have contained hazardous substances not identified during our investigation or abatement . F In addition, it is possible that an off-site underground tank failure, other than identified in the report, or surface spill, past or present, could contaminate the subject parcel in the j, future. r. The existing structure on the site was constructed on what appears to be mostly natural soils which show no surface signs of contamination. Other than what CJH developed during its subsurface investigation, regarding the soil/groundwater, we can offer no opinions on- them beyond our observations and our w subsurface investigation. No chemical analyses were performed on the remaining portion of the parcel, other then those associated with the subsurface investigation by CJH . Should chemical laboratory analyses results of soil and groundwater testing become available in the future, those data should be reviewed by CJH Environmental, Inc. and conclusions presented herein may be modified as a result of such a review. In addition, there was no verification of the presence of lead or asbestos material located within the k building. Y The findings and conclusions reported herein reflect the data available to us on the dates of our investigations and past investigations, as mentioned within. Subsequent changes to surrounding land use and/or land .uses on the subject parcel in the future could alter this report significantly. 3 y F. . 15 ri I? 1 i i t T z' 1 ELECTRIC FILE SEARCH i A i I i I .y j K ..h Agr Environmental Firsdearch f Search Summary Report Target Site: 804 MAIN ST OSTERVILLE MA 02655 FirstSearch Summary - Database Sel Updated Radius Site 1/8 1/4 1/2 1/2 > ZIP TOTALS NPL Y 03-14-98 1.00 0 0 0 0 0 0 0 CERCLIS Y 05-18-98 0.50 0 0 0 0 - 0 0 RCRA"CSD Y. 05-18-98 0.50 0 0 0 0 - 0 0 RCRA COR Y 05-18-98 1.00, 0 0 0 0 0 ' 0 0 RCRA GEN Y 05-18-98 0.25 0 1 2 - - U 3 RCRA NLR N 05-18-98 0.25 ERNS-1992 Y 06-01-98 0.25 0 0 1 - - 0 1 k NPDES N 06-16-98 0.25 G FINDS N 05-18-98 0.25 TRIS N 01-21-98 0.25 STATE SITES Y 06-10-98 1.00 0 l 1 1 2 1 6 SPILLS-1990 Y 06-08-98 0.56 0 0 1` 9 - 0 10 SPILLS-1980 N 03-10-98 0.25 a. SWL Y 04-01-98 0.50 0 0 0 0 0 0 PERMITS N NA 0.25 l PPS N NA 0.25 REG UST/AST Y 06-30-98 0.25 ` . 0 0 3 _ _ 0 3 LEAKING UST Y NA 0.50 0 0. 0 0 - U 0 ACTIVE PWS N 04-02-98 0.50 - _ _ " AQUIFERS N 04-02-98 0.50 ACEC N 10-01-96 0.50 -TOTALS- 0 2 8 10 2 1 23 Yy I • I Notice of Disclaimer { ( Due to the limitations,constraints,inaccuracies and incompleteness of government information and computer mapping data currently available to New England DataMap Technology, g p certain conventions have been utilized in preparing the locations of all federal,state and local agency r5t i sites residing in New England DataMap Technology's databases.All EPA NPL and state landfill sites are depicted by a rectangle approximating their location and size. The boundaries of the rectangles represent the eastern and western most longitudes; the northern and southern most latitudes.As such,the mapped areas may exceed the actual areas and do not represent the actual boundaries of these properties.All other sites ar ' depicted by a point representing their approximate address location and make no attempt to represent the actual areas of the associated property. Actual boundaries and locations of individual properties can be found in the files residing at the agency responsible for such information. § Waiver of Liability Although New England DataMap Technology uses its best efforts to research the actual location of each site, New England DataMap Technology does not and can not warrant the accuracy of these sites with regard to exact location and size.All authorized users of New Englan DataMapTechnology's services proceeding are signifying an understanding of New England DataMap Technology's searching and mapping gY' P g �ifY. g B � conventions,and agree to waive any and all liability claims associated with search and map results showing incomplete and or inaccurate it U t 1 locations. r } - t:. r i Environmental FirstSearch ` Site Information Report F wFR Request Date: 08-18-98 Search Type: COORD Requestor Name: CARMEN E. SHAY Job Number: OH2 Standard: ASTM Target Address: 804 MAIN ST OSTERVILLE MA 02655 4, 'Demographics ' Sites: 23 Receptors: 0 Population: 1615 Radon: 0.9 - 3.2 POIL Site Location Del•rees (Decimal) Degrees(Min/See) UTMs E Longitude: -70.383392 -70:23:0 Eastiag: 384761.083 Latitude: 41.627808 41:37:40 Northing: 4609164.818 xZone* 19 Comment .Ak Comment: �Y Additional Requests Adjacent ZIP Codes: 0.00 Mile(s) Topo Map Boundaries: 0.00 Mile(s) r ZIP Code City Name ST Dist/D►r Sel Quadrant Name Dist/Dir Sel .1 9 x a i I i I } l 3 , f` Environmental Firsdearch a Sites Summary Report TARGET SITE: 804 MAIN ST JOB: 0142 u: OSTERVILLE MA 02655 a` TOTAL: 23 1 ' . 2. ID DB Type Site Name/ID/Status Address Dist/Dir Map ID "'. r 1 RCRAGN HARMON PAINTING 707 MAIN ST 0.07 SE 1 MAD981212392/SGN BARNSTABLE MA 02655 �F 2 RCRAGN VILLAGE PHOTO 864 MAIN ST _ 0. 14 NW 2 t� MAD039320031/SGN BARNSTABLE MA 02655 . 3 RCRAGN WILLAGE PHOTO 866 MAIN ST 0. 14 NW 2 MA5000003970/SGN BARNSTABLE MA 02655 4 ERNS COMMONWEALTH ELECTRIC 23 OLD MILL ROAD 0.24 NE 3 550104/UNKNOWN BARNSTABLE MA 02655 5 STATE HARMON PAINTING 707 MAIN ST. 0.07 SE 1 4-0000978/DELETED BARNSTABLE MA 02655 t 6 STATE OYSTER HARBORS MARINE INC 122 BRIDGE ST 0.73 SW 4 4-0006007/UC CONFIRMED BARNSTABLE MA 02655 7 STATE PROPERTY 355 EEL RIVER RD 0.61 SW 5 ti 4-0000609/UC CONFIRMED BARNSTABLE MA 02655 8 STATE PROPERTY 619 MAIN ST. 0. 16 SE 6 4-0000310/DELETED BARNSTABLE MA 02655 9 STATE PROPERTY 89 PINE LN 0. 40 NW 7 "' 4-0010281 BARNSTABLE MA 02655 10 SPILLS NO LOCATION AID 891 MAIN STREET 0.22 NW 8 4-0013616 BARNSTABLE MA 02655 { 11 SPILLS NO LOCATION AID 89 PINE LANE 0. 40 NW 7 4-0010281/AST BARNSTABLE `. LE MA 02655 12 SPILLS NO LOCATION AID 186 WIRNNO AVE 0.28 SE 9 4-0011934/UST BARNSTABLE MA 02655 13 SPILLS OSTERVILLE 1031 MAIN ST 0.47 NW 10 4-0012529/PIPE;VEHICLE BARNSTABLE MA 02655 14 SPILLS PROPERTY 108 PARKER RD 0.28 SW 11 S90-0737/OTHER SOURCE BARNSTABLE MA 02655 15 SPILLS PROPERTY 340 PARKER ROAD 0. 44 SW 12 S90-0471/U.S.T. BARNSTABLE MA 02655 j 16 SPILLS PROPERTY 221 PARKER RD 0.34 SW 1:3 S92-0229/U.S.T. 4 BARNSTABLE MA 02655 17 SPILLS PROPERTY/RESIDENCE 86 PARKER RD 0.27 Sti,; 14 S90-0607/U.S.T. BARNSTABLE MA 02655 18 SPILLS PROPERTY/RESIDENCE 40 OLD MILL RD 0.26 NE 15 S90-0298/OTHER SOURCE BARNSTABLE MA 02655 i ' i Environmental FirstSearch Sites Summary Report TARGET SITE: 804 MAIN ST JOB CJH'2 OSTERVILLE MA 02655 TOTAL: 23' .? ID DB Tvpe Site Name/ID/Status Address Dist/Dir Map ID 19 SPILLS PROPERTY/RESIDENCE 146 EAST BAY RD 0. 37 SE 16 590-0530/U.S.T. BARNSTABLE MA 02655 T. 20 UST JIM S SUNOCO 832 MAIN ST. 0.24 NW 17 g 0-001013/REGISTERED BARNSTABLE MA 02655 21 UST NYNEX 73 WEST BAY RD. 0. 17 SW 18 R 0-001004/REGISTERED BARNSTABLE MA 02655 22 UST OSTERVILLE EXXON 792 MAIN ST. 0.21 NW 19 0-001032/REGISTERED BARNSTABLE MA 02655 • i W i r 1 F En vtro nn:e� ta!•FlrstSearch- :._" _ , . - �. _.; _ ,.:,.. Normalized Summary Report Site Name Mal) TOTAL Address Dist/Dir ID SITES NP C'E RC RT RG RN ER NS 1.14 FN S-r SP 80 LF PAI PP US I.S PN' AQ AC HARMON PAINTING 707 MAIN ST. 0.07 SE 1 2 ] 1 BARNSTABLE MA 02655 VILLAGE PHOTO 864 MAIN ST 0.14 NW 2 2 2 BARNSTABLE MA 02655 PROPERTY 619 MAIN ST. 0.16 SE 6 1 1 BARNSTABLE MA 02655 NYNEX 73 WEST BAY RD. 0.17 SW 18 1 1 BARNSTABLE MA 02655 OSTERVILLE EXXON 792 MAIN ST. 0.21 NW 19 1 1 BARNSTABLE MA 02655 NO LOCATION AID 891 MAIN STREET 0.22 NW 8 1 1 BARNSTABLE MA 02655 COMMONWEALTH ELECTRIC 23 OLD MILL ROAD 0.24 NE 3 1 1 BARNSTABLE MA 02655 JIM S SUNOCO 832 MAIN ST. 0.24 NW 17 1 i BARNSTABLE MA 02655 PROPERTY/RESIDENCE 40 OLD MILL RD 0.26 NE 1s 1 1 BARNSTABLE MA 02655 Page ] of 3 xt Normalized Summary Report Site Name Mal) TOTAL Address Dist/Dir ID SITES NP CE RC: RT RG RN ER NS TR FN ST SP 80 LF PM PP US LS PW AQ AC PROPERTY/RESIDENCE 86 PARKER RD 0.27 SW 14 1 1 BARNSTABLE MA 02655 NO LOCATION AID 186 W1ANNO AVE 0.28 SE 9 1 1 BARNSTABLE MA 02655 PROPERTY 108 PARKER RD 0.28 SW 11 1 1 BARNSTABLE MA 02655 PROPERTY 221 PARKER RD 0.34 SW 13 1 1 BARNSTABLE MA 02655 PROPERTY/RESIDENCE 146 EAST BAY RD 0.37 SE 16 1 1 BARNSTABLE MA 02655 NO LOCATION AID 89 PINE LANE 0.40 NW 7 2 1 1 BARNSTABLE MA 02655 PROPERTY 340 PARKER ROAD 0.44 SW 12 1 1 BARNSTABLE MA 02655 OSTERVILLE 1031 MAIN ST 0.47 NW 10 1 1 BARNSTABLE MA 02655 PROPERTY 355 EEL RIVER RD 0.61 SW 1 l BARNSTABLE MA 02655 Page 2 of 3 w. Normalized Summary Report Site Name Alai) TOTAL Address Dist/Dir ID SITES NP CE RC RT RG RN ER NS TR FN ST SP 80 LF "Al PP US LS PW AQ AC OYSTER HARBORS MARINE INC 122 BRIDGE ST 0.73 SW 4 1 1 BARNSTABLF.M.4 02655 TOTALS 22 3 1 5 lU 3 Page 3 of 3 ' Environmental Firsdearch s Site Detail Report TARGET SITE: 804 MAIN ST JOB: CJH2 - OSTERVILLE MA 02655 q RCRA GENERATOR SITE a SEARCH ID: 1 DIST/DIR: 0.07 SE MAP ID: I =Y NAME: HARMON PAINTING REV: 05-18-98 "ADDRESS: 707 MAIN ST IDI: MAD981212392 OSTERVILLE MA02655 ID2: STATUS: SGN " Y. fs CONTACT: PHONE: i., .. ADDRESS NOTIFIED & PART A Ir f t `ACTIVITIES: �. CME LIST: VIOL DATE AGENCY: UPDATED: x .` RAATS ACTION DATE: DOCKET: UPDATED: rk -VIOL •ENF 1's DATE ASSESS: SETTLE: 4 } RCRA GENERATOR SITE SEARCH ID: 2 DISTIDIR: 0.14 NW MAP ID: 2 NAME: VILLAGE PHOTO REV: 05-18-98 ►_ ADDRESS: 864 MAIN ST IDI: MAD039320031 n. OSTERVILLE MA 02655 ID2: STATUS: SGN pj CONTACT: PHONE: ADDRESS NOTIFIED �. ' & PART A ,. ACTIVITIES: M1` 'y � i I CME LIST: VIOL DATE AGENCY: UPDATED: I RAATS ACTION DATE: DOCKET: UPDATED: VIOL * NUM ENF i, DATE ASSESS: SETTLE:. (' r. Site Details Page - I a Environmental FirstSearch a Site Detail Report "t' STARGET SITE: 804 MAIN ST JOB: CJH2 OSTERVILLE MA 02655 {k Y ' RCRA GENERATOR SITE )PARCH ID: 3 DISUDIR: 0.14 NW MAP ID: 2 E— WILLAGE PHOTO REV: 05-18-98 t1DDRESS: 866 MAIN ST IDI: MA5000003970 OSTERVILLE NIA 02655 H)2: STATUS: SGN ;LONTACT: PHONE: ` `ADDRESS NOTIFIED ' & PART A �y r IVITIES: OME:,LIST: VIOL DATE AGENCY: UPDATED: ` z 'WTS ACTION DATE: DOCKET: UPDATED: rN ba a VIOLVF a G� DATE ASSESS: SETTLE: { r� y y� Ih ti d a q { Site Details Page - Environmental Firsdearch Site Detail Report , 9 e- TARGET SITE: 804 MAIN ST JOB: CJH2 OSTERVIILE MA 02655 it y EMERGENCY RESPONSE NOTIFICATION SITE f SEARCH ID: DIST/DIR: 0.24 NE MAP ID: 3 ' ¢ NAME: COMMONWEALTH ELECTRIC REV: 06-01-98 s ADDRESS: 23 OLD MILL ROAD ID1: 550104 ` BARNSTABLE MA 02655 ID2: STATUS: UNKNOWN CONTACT: PHONE: {{ CERCLIS(Y/N): 15 �� MAT: OIL,MISC:MINERAL QUANT: 150 GALLONS t DISCHARGER LOCATION: F> CITY: REPORTED: 08/18/97 SOURCE: UNKNOWN MEDIUM: LAND TRANSFORIVIER ON GROUND UNKNOWN CAUSE: UNKNOWNI' .ACT: CLEAN-UP CONTRACTORS ON SCENE/SORBENT MATERIALS USED 4, 's BY: I R } t t ek ` I Z ` Y f , Y` Site Details Page - 3 J Environmental FirstSearch Site Detail Report ' TARGET SITE: 804 MAIN ST JOB: cJx2 � Aq OSTERVILLE MA 02655 STATE SITE ' r! SEARCH ID: 5 DIST/DIR: 0.07 SE MAP ID: I F "3 NAME: HARMON PAINTING Ej REV: 06-10-98 ADDRESS: 707 MAIN ST. OST ID1• 4-0000978 t! z BARNSTABLE MA 02655 ID2• '. STATUS: DELETED x CONTACT: PHONE: REGION: 4 : LTBI DATE: 1/15/91 NPL: 21E CURR STATUS: N.F.A. CONFIRM DATE: 1/15/91 PUB INV: PET/HAZ: HAZARDOUS DELETED DATE: 10/15/91 INIT ACTION: UNSL REMEDIATION: D {r REMED DATE: RESP ACTION: RP ONLY WAIVER DATE: PRIORITY: NFA CONTENT: CHLORINATED SOLVENTS e LOCATION: SEPTIC TANK Fa RESULTS: GROUNDWATER SOIL r GROUND WATER: STATE SITE SEARCH ID: 6 DIST/DIR: 0.73 SW MAP ID: 4 1 NAME: OYSTER HARBORS MARINE INC REV: 06-10-98 . ADDRESS: 122 BRIDGE ST IDl: 4-0006007 BARNSTABLE MA 02655 ' 4 ID2: STATUS: UC CONFIRMED r CONTACT: PHONE: ` ,W REGION: 4 LTBI DATE: NPL: 21E CURR STATUS: PHASE I C CONFIRM DATE: PUB INV: -NO PET/HAZ: PETROLEUM DELETED DATE: INIT ACTION: ERB REMEDIATION: w REMED DATE: RESP ACTION: RP ONLY WAIVER DATE: PRIORITY: RAO CONTENT: LOCATION: t: fil RESULTS: GROUND WATER: r Site Details Page -4 ! k i; Environmental Firsdearch Site Detail Report TARGET SITE: 804 MAIN ST JOB: CJH2 OSTERVILLE MA 02655 4 STATE SITE SEARCH ID: 7 DISUDIR: 0.61 SW MAP ID: 5 NAME: PROPERTY REV: 06-10-98 ADDRESS: 355 EEL RIVER RD ID1: 4-0000609 BARNSTABLE NIA 02655 ID2: j' STATUS: UC CONFIRMED j CONTACT: PHONE: REGION: 4 f: LTBI DATE: 1/15/89 , NPL: 21E CURR STATUS: PHASE I C CONFIRM DATE: 1/15/89 PUB INV: NO PET/HAZ: PETROLEUM DELETED DATE: INIT ACTION: ERB REMEDIATION: Y REMED DATE: RESP ACTION: RP ONLY i WAIVER DATE: PRIORITY: RAO $` CONTENT: LOCATION: LUST RESIDENCE RESULTS: GROUNDWATER SOIL rr GROUND WATER: µ �1 �t STATE SITE t, , } SEARCH ID: 8 DIST/DIR: 0.16 SE MAP ID: 6 #fi NAME: PROPERTY 'k REV: 06-10-98 ADDRESS: 619 MAIN ST. IDl: 4-0000310 E` BARNSTABLE MA 02655 ID2: ?� STATUS: DELETED CONTACT: PHONE: is REGION: 4 LTBI DATE: 1/15/88 NPL: 21E CURR STATUS: NOT A SITE D CONFIRM DATE: PUB INV: PET/HAZ: HAZARDOUS aE DELETED DATE: 4/15/89 INIT ACTION: SAB REMEDIATION: a: REMED DATE: RESP ACTION: RP ONLY F WAIVER DATE: PRIORITY: NDS fi CONTENT: i LOCATION: RESULTS: GROUND WATER: J gg �. Site Details Page -5 Environmental Firsdearch �t �I Site Detail Report TARGET SITE: 804 MAIN ST JOB: CJH2 OSTERVILLE MA 02655 q 4 { n STATE SITE SEARCH ID: 9 DIST/DIR: 0.40 NW MAP ID: 7 9: NAME: PROPERTY REV: 06-10-98 ADDRESS:, 89 PINE LN IDI: 4-0010281 t BARNSTABLE MA 02655 ID2: STATUS: 5`- CONTACT: PHONE: REGION: 4 LTBI DATE: NPL: 21E CURR STATUS: PHASE 2" CONFIRM DATE: PUB INV: NO PET/HAZ: PETROLEUM DELETED DATE: [NIT ACTION: RED1EllIA'I ION: REMED DATE: RESP ACTION: WAIVER DATE: PRIORITY: TIER 2 CONTENT: LOCATION: RESULTS: i' 7 a 4 ` GROUND WATER: 33 n .1{ w q 1 # c '�'° Site Details Page-6 �� fr'= Environmental Firs[Search Site Detail Report TARGET SITE: 804 MAIN ST JOB: CJH2 OSTERVILLE MA 02655 STATE SPILLS SITE SEARCH ID: 10 DISTIDIR: 0.22 NW NIAP ID: 8 At. � NAME: NO LOCATION.AID• � REV: 06-08-98 ADDRESS: 891 MAIN STREET IDI• 4-00 1 3 6 1 6 M BARNSTABLE MA 02655 ID2• s STATUS: CONTACT: PHONE: t CASE#: SPILL DATE: NOTIFIER: SPILL TIME: PHONE: REPORT DATE: U21/98 STAFF: MATERIAL: 92 FUEL OIL PET/HAZ; LUST: PCB LEVEL: VIR/WASTE: SOIL CONTANL• r SOURCE: INCIDENT: TWO I-IR ENV IMPACT: QUANTITY REPORTED; 230 f CONTRACTOR: QUANTITY ACTUAL: }� PREPARE RPT: UNITS REPORTED: GAL DAYS/CLOSE: UNITS ACTUAL: STATE SPILLS SITE SEARCH ID: I I DISUDIR: 0.40 NW MAP ID: 7 r- NAME: NO LOCATION AID REV: 06-08-98 , ADDRESS: 89 PINE LANE ID1: 4-0010281 BARNSTABLE MA 02655 ID2: 9 STATUS: AST s; CONTACT: PHONE: k, CASE#: 1+ CLOSED: SPILL DATE: NOTIFIER: SPILL TIME: PHONE: REPORT DATE: 2/19/94 STAFF: ' MATERIAL: #2 FUEL OIL PET/HAZ: LUST: PCB LEVEL: VIR/WASTE: SOIL CONTANI: SOURCE: AST INCIDENT: 72 HR ENV IMPACT: QUANTITY REPORTED: 300;34000 CONTRACTOR: QUANTITY ACTUAL: PREPARE RPT: UNITS REPORTED: GAL;PPM DAYS/CLOSE: UNITS ACTUAL: is ,s g ;k Site Details Page- 7 t, y4' Environmental FirstSearch Site Detail Report z TARGET SITE: 804 MAIN ST JOB: CJH2 OSTERVILLE MA 02655 STATE SPILLS SITE SEARCH ID: 12 DIST/DIR: 0.28 SE MAP ID: 9 NAME: NO LOCATION AID REV: 06-08-98 ADDRESS: 186 WIANNO AVE IDI: 4-0011934 BARNSTABLE MA 02655 ID2: STATUS: UST 5 CONTACT: PHONE: CASE 9: CLOSED: SPILL DATE: NOTIFIER: SPILL,rIME: PHONE: ` REPORT DATE: 2/9/96 STAFF: %IATERIAL: #2 FUEL OIL PET/HAZ: LUST: PCB LEVEL: VIR/WASTE: SOIL CONTANI: SOURCE: UST INCIDENT: 72 HR ENV IMPACT: QUANTITY REPORTED: CONTRACTOR: QUANTITY ACTUAL: PREPARE RPT: UNITS REPORTED: Fix y4 DAYS/CLOSE: UNITS ACTUAL: STATE SPILLS SITE ,a SEARCH ID: 13 DIST/DIR: 0.47 NW MAP ID: 10 x .fit g: NAME: OSTERVILLE REV: 06-08-98 ADDRESS: 1031 MAIN ST IDI: 4-0012529 r BARNSTABLE MA 02655 ID2: STATUS: PIPE;VEHICLE CONTACT: PHONE: CASE 4: CLOSED:. SPILL DATE: NOTIFIER: SPILL TIME: PHONE: g REPORT DATE: 9/27/96 STAFF: MATERIAL: INK CHEM PET/HAZ: LUST: PCB LEVEL: VIRIWASTE: SOIL CONTAM: q SOURCE: PIPE;VEHICLE INCIDENT: TWO HR ENV IMPACT: QUANTITY REPORTED: 60 ` CONTRACTOR: QUANTITY ACTUAL: PREPARE RPT: UNITS REPORTED: GAL DAYS/CLOSE: UNITS ACTUAL: Y" hY L Site Details Page -8 L - i Y Environmental FirstSearch Site.Detail Report 1 TARGET SITE: 804 MAIN ST JOB: CJH2 OSTERVILLE MA 02655 STATE SPILLS SITE SEARCH ED: 14 DIST/DER: 0.28 SW MAP ID: 11 S NAME: PROPERTY REV: 06-08-98 i ADDRESS: 108 PARKER RD IDl: S90-0737 BARNSTABLE MA 02655 ID2: STATUS: OTHER SOURCE > CONTACT: PHONE: CASE#: CLOSED: YES ` SPILL DATE: 10-05-90 NOTIFIER: BRIAN SULLIVAN SPILL TIME: 09:30AM PHONE: REPORT DATE: 10-05 90 STAFF: " MATERIAL: OTHER MATERIAL > PET/HAZ: PETROLEUM LUST: --- PCB LEVEL: ----- VIR/WASTE: ------ SOIL CONTANI: YES SOURCE: OTHER SOURCE INCIDENT: OTHER RELEASE ENV IMPACT: QUANTITY REPORTED: UNKNOWN CONTRACTOR: NOT USED QUANTITY ACTUAL: UNKNOWN PREPARE RPT: UNITS REPORTED: -------— DAYS/CLOSE: 92 UNITS ACTUAL: ------ r Fi ti ii STATE SPILLS SITE SEARCH ID: 15 DISTIDIR: 0.44 SW MAP ID: 12 �C NAME: PROPERTY REV: 06-08-98 `x ADDRESS: 340 PARKER ROAD [Dl: S90-0471 BARNSTABLE MA 02655 ID2: STATUS: U.S.T. CONTACT: PHONE: CASE#: i CLOSED: YES SPILL DATE: 06-20-90 NOTIFIER: JIM ANTHONY SPILL TIME: PHONE: REPORT DATE: 06-21-90 STAFF: " ' MATERIAL: #2 FUEL OIL PETIHAZ: PETROLEUM LUST: --- PCB LEVEL: - VIRIWASTE: VIRGIN SOIL CONTAM: YES SOURCE: U.S.T. INCIDENT: OTHER RELEASE> ENV IMPACT: QUANTITY REPORTED: UNKNOWN CONTRACTOR: NOT USED QUANTITY ACTUAL: UNKNOWN <.F PREPARE RPT: UNITS REPORTED: , DAYS/CLOSE: 1 UNITS ACTUAL: — a ,i r f i Site Details Page - 9 Environmental Firsdearch ` Site Detail Report TARGET SITE: 804 MAIN ST JOB: C TH2 OSTERVILLE MA 02655 STATE SPILLS SITE SEARCH ID: 16 DISUDIR: 0.34 SW MAP ID: 13 NAME: PROPERTY REV: 06-08-98 ADDRESS: 221 PARKER RD IDI: S92-0229 *' BARNSTABLE MA 02655 ID2: STATUS: U.S.T. CONTACT: PHONE: CASE#: CLOSED: YES ; SPILL DATE: 04-09-92 NOTIFIER: CHF HARRINGTON.FD SPILLTIME: .2:05PM PHONE: . REPORT DATE: 04-09-92 STAFF: ¢, MATERIAL: 92 FUEL OIL PET/HAZ: PETROLEUM LUST: --- PCB LEVEL: NONE VIRIWASTE: VIRGIN SOIL CONTCM: YES SOURCE: U.S.T. INCIDENT: TANK REMOVAL ENV IMPACT: -------------- QUANTITY REPORTED: UNKNOWN CONTRACTOR: NOT USED QUANTITY ACTUAL: UNKNOWN PREPARE RPT: UNITS REPORTED: DAYS/CLOSE: 0 UNITS ACTUAL: ------ } t a � �n } I STATE SPILLS SITE SEARCH ID: 17 DIST/DIR: 0.27 SW MAP ID: 14 NAME: PROPERTY/RESIDENCE REV: 06-08-98f I + ADDRESS: 86 PARKER RD IDI. S90-0607 BARNSTABLE MA 02655 ID2: { ± STATUS: U.S.T. CONTACT: PHONE: CASE#: 1 CLOSED: YES SPILL DATE: 08-13-90 NOTIFIER: BRUCE MCCALLISTER/SHORELI SPILL TIME: PHONE: REPORT DATE: 08-13-90 STAFF: i MATERIAL: #2 FUEL 0[L PET/HAZ: PETROLEUM LUST: NO "..fi PCB LEVEL: NONE VIRIWASTE: VIRGIN SOIL CONTAM: YES SOURCE: U.S.T. INCIDENT: LEAK t f ENV IMPACT: QUANTITY REPORTED: UNKNOWN qz' CONTRACTOR: NOT USED QUANTITY ACTUAL: UNKNOWN PREPARE RPT: UNITS REPORTED: 4; r DAYS/CLOSE: 3 UNITS ACTUAL: --- Site Details Page- 10 Lfi ERlvronmeRrt! FuuSearch Site Detail Report ?+A TARGET SITE: 804 MAIN ST JOB: CJH2 OSTERVILLE MA 02655 STATE SPILLS SITE SEARCH ID: 18 DIST/DIR: 0.26 NE MAP ID: 15 NAME: PROPERTY/RESIDENCE REV: 06-08-98 ADDRESS: 40 OLD MILL RD IDI: S90-0298 BARNSTABLE MA 02655 ID2: a STATUS: OTHER SOURCE > CONTACT: PHONE: y CASE#: CLOSED: fES y SPILL DATE: 04-26-90 NOTIFIER: A JOHNSON/JOHNSON&SONS SPILLTIME: PHONE: REPORT DATE: 04-23-90 STAFF: MATERIAL: OTHER MATERIAL —> PET/HAZ: PETROLEUM LUST: NO < .. ------PCB LEVEL: VIRIWASTE: SOIL CONTAM: YES > SOURCE: OTHER SOURCE INCIDENT: OTHER RELEASE> ENV IMPACT: QUANTITY REPORTED: FUMES CONTRACTOR: NOT USED QUANTITY ACTUAL: FUMES PREP-ARE RPT: UNITS REPORTED: -- DAYS/CLOSE: I UNITS ACTUAL: ------- y ;I @II STATE SPILLS SITE w= SEARCH ID: 19 DIST/DIR: 0.37 SE MAP ID: 16 fit: ,t- NAME: PROPERTY/RESIDENCE REV: 06-08-98 I ADDRESS: 146 EAST BAY RD IDL• S90-0530 BARNSTABLE MA 02655 ID2: r STATUS: U.S.T. CONTACT: PHONE: . �� za CASE#: CLOSED: YES s* SPILL DATE: 07-17-90 NOTIFIER: ED BARNY/BOH $ SPILL TIME: PHONE: ' REPORT DATE: 07-17-90 STAFF: MATERIAL: #2 FUEL OIL PET/HAZ: PETROLEUM LUST: NO Y rr PCB LEVEL: NONE VIR/WASTE: VIRGIN SOIL CONTAM: •YES x SOURCE: U.S.T. INCIDENT: LEAK a ENV IMPACT: QUANTITY REPORTED: UNKNOWN CONTRACTOR: NOT USED QUANTITY ACTUAL: UNKNOWN PREPARE RPT: UNITS REPORTED: ` DAYS/CLOSE: 91, UNITS ACTUAL: -- -- Site Details Page- II rt Environmental FirstSearch Site Detail Report TARGET SITE: 804 MAIN ST JOB: CJH2 I OSTERVILLE MA 02655 y REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 20 DIST/DIR: 0.24 NW MAP ID: 17 NAME: JIM S SUNOCO REV: 06-30'98 a ADDRESS: 832 MAIN ST. IDI: 0-001013 BARNSTABLE MA 02655 ID2: STATUS: REGISTERED CONTACT: PHONE: (617)428-6284 Tanks Installed Capacity CURRENT: 0 REMOVED: 6 APR 65 3000-4000 PERMANENT: 0 UNKNOWN: 0 4 TEMP: 0 , CLOSED: 0 PRODUCTS: GASOLINE,DIESEL TANK MATERIAL: BARE STEEL.GALVANIZED STEEL.FIBERGLASS PIPE MATERIAL: GALVANIZED STEEL r "i l I� REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 21 DIST/DIR: 0.17 SW MAP ID: 18 ..k r NAME: NYNEX REV: 06-30-98 ADDRESS: 73 WEST BAY RD. IDI: 0-001004 BARNSTABLE MA 02655 ID2: STATUS: REGISTERED CONTACT: PHONE: (617)743-0075 1 'a Tanks Installed Capacity CURRENT: I JUL 92 500 s. REMOVED: 0 PERMANENT: 0 UNKNOWN: 0 TEMP: 0 CLOSED: 0 PRODUCTS: DIESEL TANK MATERIAL: EPDXY COATED STEEL PIPE MATERIAL: GALVANIZED STEEL ,f • Site Details Page- 12 L Environmental FirstSearch Site Detail Report TARGET SITE: 304 MAIN ST JOB: CJH2 OSTERVILLE MA 02655 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 22 DISUDIR: 0.21 NW MAP ID: 19 NAME: OSTERVILLE E`XON REV: 06-30-98 ADDRESS: 792�-IAIN ST. ID1: 0-001032 BARNSTABLE MA 02655 ID2: r STATUS: REGISTERED CONTACT: PHONE: (508)775-3711 Tanks Installed Capacity CURRENT: 3 MAR 90 4000-6000 REMOVED: 0 ,I PERMANENT: 0 UNKNOWN: 1 JAN 92 175 TEMP: 0 CLOSED: 0 PRODUCTS: GASOLINE.WASTE OIL TANK MATERIAL: FIBERGLASS,UNKNOWN,BARE STEEL PIPE MATERIAL: FIBERGLASS,DOUBLE WALLED,SECONDARY CONTAINMENT,BARE STEEL II I J } L' } I�Y I; 1 } 1f F I t, \ y . J t4 S I Site Details Page - 13 rK rJ• .r x Environmental FirstSearch Federal Databases and Sources u 1 . NPL: National Priority List . The EPA' s list of confirmed j or proposed Superfund sites ., Updated quarterly. . 2 . CERCLIS : Comprehensive Environmental Response Compensation and Liability Information System. The EPA' s database of current and potential Superfund sites currently or previously under investigation. Updated quarterly. I i 3. RCRIS : Resource Conservation and Recovery Information System. The EPA' s database of registered hazardous waste generators and treatment, storage and disposal facilities . Included are RAATS (RCRA Administrative Action Tracking System) and CMEL (Compliance Monitoring & Enforcement List) . Updated quarterly. i 3 4 . ERNS : Emergency Response Notification System. The EPA' s database of EPA emergency response actions . Updated quarterly. g' 5 . NPDES : National Pollution Discharge Elimination System. The EPA' s database of all permitted facilities receiving and dis- charging effluents to and from the environment . " Updated semi-annually. �y 6 . FINDS : The Facility Index System. The EPA' s Index of identi- fication numbers associated with a property or facility which the EPA has investigated or has been made aware of in conjunc- with various regulatory programs . Each record indicates the EPA office that may have files on the site or facility. Updated quarterly. ,i a Environmental FirstSearch Massachusetts Databases and Sources 1 . State Sites : Confirmed Disposal Sites and Locations To Be Investigated. The Department of Environmental Protection Agency database of confirmed, LTBI, waiver, deleted and re- served sites maintained by the Bureau of Waste Site Cleanup. Updated immediately upon release . 2 . Spills : The Department of Environmental Protection Agency database of emergency response actions and spill releases maintained by the Bureau of Waste Site Cleanup . Updated immediately upon release . 3 . Landfills : The Department of Environmental Protection Agency Agency database of active solid waste landfill facilities Maintained by the Division of Solid Waste Management. Updated annually. 4 . UST : Underground Storage Tanks . The Department of Public Safety/Office of the Fire Marshall ' s database of registered underground storage tanks . Updated semi-annually. S . PWS : The Department of Environmental Protection Agency' s database of public water supply well locations maintained by the Division of Water Supply and -MassGIS . Updated semi-annually. 6 . Aquifers : The Executive Office of Environmental Affairs GIS database of high, medium and low yield aquifers, EPA sole source aquifers, known zone II boundaries for public water supplies and surface water. Updated annually. 7 . ACEC : Areas of Critical Environmental Concern. The Executive Office of Environmental Affairs GIS database of legislated ACECs, protected open spaces, estimated habitats of endanger- ed species and vernal pools . r Updated annually. r. i x , Environmental FirstSearch Street Name Report for Streets within 1 Mile(s) of Target Properhy TARGET SITE: 804 MAIN ST JOB: CJH2 OSTERVILLE MA 02655 Street Name Dist/Dir Street Name Dist/Dir ADMIRAL S LANE 0.80 NW MILNE ROAD 0.52 NW BARNARD ROAD 0.58 SE NECK POND ROAD 0.35 SE BATES ST 0.22 SE NEWPORT LANE 0.98 NE 'n BAY ST 0.21 NW NEWTOWN TER 0.34 SW t. BAY VIEW CIR 0.52 NE NOISY HOLE ROAD 0.40 NE BELVEDERE DR 0.48 NW NUTMEG LANE 0.74 NE BITTERSWEET LANE 0.14 SE OAK LANE 0.23 N1 BLANID ROAD 0.26 SE OAK RIDGE ROAD 0.22 NW tI BLOSSOM AVE 0.26 NW OAKVILLE AVE 0.84 NE BLUE HERON DR 0.54 NW OAKWOOD AVE 0.85 NE BOB WHITE Clt 0.95 NE OFF WIANNO ROAD 0.19 SE BRIAR PATCH ROAD 0.93 NW OLD MILL ROAD 0.20 NE BRIDGE ST 0.56 SW OLD SALEM WAY 0.95 NE r x} BUNKER HILL ROAD 0.85 NW PARKER ROAD 021 NW i . q.. CAILLOUET LANE 0.47 NE PARSLEY LANE 0.64 NE CEDAR LANE 0.23 NW PEAKS DR 0.62 SW n r y CENTER ST 0.29 NW PINE LANE 0.21 NW r CINNAMON LANE 0.64 NE POND ST 0.50 NW i . COCKACHOISET LANE 0.58 SW QUAIL ROAD U.52 NW r CROSSWAY PL 0.84 NE ROBBINS ST 0:35 NEjl CRYSTAL LAKE ROAD 0.55 SE S BAY ROAD 0.90 SW }F; CURRY LANE 0.61 NE S FIELD LANE 0.96 NE ! DAVID ST 0.35 NE SCUDDER ROAD 0.14 SE DEERFIELD ROAD 0.90 NE SEAPUIT ROAD 0.57 NW DIVISION ROAD 0.60 NE SEAVIEW AVE 0.92 SE Rj DONNA AVE 0,37 NE SECOND AVE 0.38 SW ` E BAY ROAD U.39 SE SIMON LOWE ROAD 0.20 SW. EAST BAY ROAD 0.17 SE SOUTH ST 0.22 NW EEL RIVER ROAD 0.49 SW SPICE LANE 0:63 NE EMILY WAY 0.35 NW STONEHORSE ROAD 0.41 NE EVANS ST 0.45 NE STURBRIDGE DR 0.87 NE FINGER LANE 0.18 NE SUNSET LANE 0.14 SW FIRE STATION LANE 0.41 NW SWIFT AVE 0.81 NE t. FIRST AVE 0.23 SW SYLVAN LANE 0.38 SE FORTES WAY 0.76 NE TEA LANE 0.68 NE GALLERY PL 0.27 NW THIRD AVE 0.46 SW GARDINER LANE 0.28 NE THYME LANE 0.65 NE GINGER LANE 0.66 NE TOWER HILL ROAD 0.02 NW HATHAWAY ROAD 0.89 SW W BAY ROAD 0.35 SW r. HERON CIR 0.10 SW WARREN ST 0.89 SE HINCKLEY CIR 0.20 NE WASHINGTON AVE 0.92 SE HOLLINGSWORTH ROAD 0.22 SE WATERFIELD ROAD 0.54 NW s IPSWICH CIR 0.96 NE WEBSTER ST 0.96 SE ' JOSH LUMBERT ROAD 0.77 NE WEST BAY ROAD 0.01 SW LADY SLIPPER LANE 0.85 SE WEST ST 0.72 SE LEONA LANE 0.86 NW WIANNO AVE 0.10 SW LEONARD ROAD 0.98 SW WIANNO CIR 0.40 SE LEWIS LANE 0.55 SW WINDRUSH LANE 0.87 SW h. :I Environmental FirstSearch Street Name Re ort or Streets within 1 Mile Target Property P .f (s) o.f TARGET SITE: 804 MAIN ST JOB: CJH2 OSTERVILLE MA 02655 F Street Name Dist/Dir Street Name Dist/Dir E LINDEN LANE 3 0.25 NE WINFIELD WAY 0.53 SW t LOVELL ROAD 0.15 SW WINTERGREEN CIR 0.80 NE .`j MAIN ST 0.00 SW WOODLAND AVE 0.36 SE MANOR WAY 0.46 SW YACHTSMAN CIR 0.20 NW a MAYFLOWER LANE 0.49 SE YORK TER 0:48 SE MEADOWLARK LANE 0.33 NW i • I I 3r t 3 4� r { s 1 1 � ' • YM• S ' y ANALYTICAL DATA ji .f f .:r.. Y �S' ..X GeoLabs, Inc. Environmental Laboratories t PREPARED FOR: CJH Environmental, Inc. 300 Falmouth Road, 14B Mashpee, MA 02649 Ann: Dan Johnson 7 PROJECT ID: 804 Main Street (Rear) ' Osterville, MA GEOLABS CLIENT#: 1692-98 i 1. SAMPLE NUMBER: 70531-70534 DATE PREPARED: August 26, 1998 W: 1 PREPARED BY: Christine Johnson APPROVED BY: �— m Chen, Laboratory Director/Date t Location: 10 Plain.Street Phone: (781) 848-7844 Braintree, MA 02184 Fax: (781) 848-7811 1 of 15 Y aSi. GeoLabs, Inc. Environmental Laboratories CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) SAMPLE TYPE: SOIL REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: ZYZ 08/25/98 REC'D BY LAB: 08/19/98 EXTRACTION DATE: N/A sr ', COLLECTED BY: CLIENT DIGESTION DATE: N/A i 7; i 1( VOLATILE ORGANICS 9 _ SAMPLE NUMBER: 70531 SAMPLE LOCATION: B-1 RESULTS DETECTION LIMIT i (µ9/K9) (µ9/K9) Acetone ND 50.0 Asa: Acrolein ND 50.0 n Acrylonitrile ND — 50.0 x Benzene ND 5.0 Bromoform ND 5.0 aY Bromomethane ND 5.0 2-Butanone(MEK) ND 10.0 Carbon Disulfide ND 5.0- y' Carbon Tetrachloride ND 5.0 h Chlorobenzene ND 5.0 Chloroethane ND 5.0 2-Chloroethylvinylether ND 5.0 4 _ Chloroform ND 5.0 5 Chloromethane { ND 5.0 Dibromochloromethane ND 5.0 1,2-Dichlorobenzene ND 5.0 1,3-Dichlorobenzene ND 5.0 1,4-Dichlorobenzene ND 5.0 Bromodichloromethane ND 5.0 11-Dichloroethane ND 5.0 " R 1,2-Dichloroethane ND 5.0 1,1-Dichloroethene ND 5.0 c-1,2-Dichloroethene ND 5.0 t-1,2-Dichloroethene ND 5.0 2of15 s GeoLabs, Inc. i; Environmental Laboratories CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) SAMPLE TYPE: SOIL REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: ZYZ 08/25/98 REC'D BY LAB: 08/19/98 EXTRACTION DATE: N/A a COLLECTED BY: CLIENT DIGESTION DATE: N/A 9 VOLATILE ORGANICS SAMPLE NUMBER: 70531 SAMPLE LOCATION: B-1 r.- RESULTS DETECTION LIMIT (µ9/K9) (µg/K9) 1,2-Dichloropropane ND 5.0 5:. i"4..s4 wr c-1,3-Dichloropropene ND 5.0 ` t-1,3-Dichloropropene ND 5.0 Et hylbenzene ND 5.0 "f 2-Hexanone ND 5.0 4-Methyl-2-pentanone (MIRK) ND 5.0 Methylene Chloride ND 50.0 Methyl tert-butyl ether ND 5.0 Styrene ND r 5.0 1,1,2,2-Tetrachloroethane ND 5.0 Tetrachloroethene ND 5.0 x Toluene ND 5:0 1,1,1-Trichloroethane ND 5.0 -' 1,1,2-Trichloroethane ND 5.0 qj } Trchloroethene ND 5.0 Trichlorofluoromethane ND 5.0 k Vinyl Chloride ND 2.0 8 Xylenes ND 5.0 .# ND= NOT DETECTED LL Method Reference: k EPA Method 8240 (1) GC/MS 1) U.S. EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW-846, 1986, 3rd Edition. .F` 3of15 S{t GeoLabs, Inc. Environmental Laboratories f,= CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) SAMPLE TYPE: SOIL REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: ZYZ 08/19/98 REC'D BY LAB: 08/19/98 EXTRACTION DATE: N/A a COLLECTED BY: CLIENT DIGESTION DATE: N/A y F VOLATILE ORGANICS SAMPLE NUMBER: 70532 SAMPLE LOCATION: B-2 p; RESULTS DETECTION LIMIT (µ9/K9) (µ9/K9) ky Acetone ND 50.0 Acrolein ND. 50.0 ' Acrylonitrile ND 50.0 r Benzene 14.2 5.0 Bromoform ND 5.0 Bromomethane ND 5.0 ' 2-Butanone (MEK) ND 10.0 Carbon Disulfide ND 5.0 Carbon Tetrachloride ND 5.0 Chlorobenzene ND 5.0 Chloroethane ND 5.0 ;1 2-Chloroethylvinylether ND 5.0 Chloroform ND 5.0 Chloromethane' ND. 5.0 # Dibromochloromethane ND 5.0 Y I, 1,2-Dichlorobenzene ND 5.0 1,3-Dichlorobenzene ND 5.0 1,4-Dichlorobenzene ND 5.0 Bromodichloromethane ND 5.0 1,1-Dichloroethane ND 5.0 " 1,2-Dichloroethane ND 5.0 ' 1,1-Dichloroethene ND 5.0 c-1,2-Dichloroethene ND 5.0 t-1,2-Dichloroethene ND 5.0 4of15 a GeoLabs, Inc. Environmental Laboratories a r CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) ' SAMPLE TYPE: SOIL REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: ZYZ 08/19/98 REC'D BY LAB: 08/19/98 EXTRACTION DATE: N/A g.. COLLECTED BY: CLIENT DIGESTION DATE: N/A VOLATILE ORGANICS SAMPLE NUMBER: 70532 SAMPLE LOCATION: B-2 RESULTS DETECTION LIMIT (119/K9) (µ9IK9) S. 1,2-Dichloropropane ND 5.0 c-1,3-Dichloropropene ND 5.0 t-1,3-Dichloropropene ND 5.0 Ethylbenzene 83.1 5.0 } 2-Hexanone ND 5.0 a. t 4-Methyl-2-pentanone (MIRK) ND 5.0 Methylene Chloride ND • 50.0 S" Methyl tert-butyl ether ND 5.0 Styrene ND 5.0 ry 1,1,2,2-Tetrachloroethane ND 5.0 Tetrachloroethene ND 5.0 Toluene 134 25.0 1,1,1-Trichloroethane ND 5.0 1,1,2-Trichloroethane ND 5.0 { Trichloroethene ND 5.0 Trichlorofluoromethane ND 5.0 P Vinyl Chloride ND 2.0 Xylenes 470 5.0 n� 4 ND= NOT DETECTED Method Reference: EPA Method 8240 (1) GC/MS 1 U.S. EPA Test Methods for EvaluatingSolid Waste, Ph sical/Chemical Methods, SW-846, y � 1986, 3rd Edition. 5of15 fit° t Geo' abs, Inc. Environmental Laboratories a4 r CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) SAMPLE TYPE: SOIL REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: EA 08/20/98 REC'D BY LAB: 08/19/98 EXTRACTION DATE: 08/19/98 COLLECTED BY: CLIENT DIGESTION DATE: N/A TOTAL PETROLEUM HYDROCARBONS SAMPLE SAMPLE TPH DETECTION LIMIT a NUMBER LOCATION (mg/Kg) (mg/Kg) a 4; y. . s 70531 B-1 ND 7.0 is 70532 B-2 10.4 7.0 sl . . . h` ND = NOT DETECTED < Method Reference: s EPA Method 8100 (1) Modified 1) U.S. EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW-846, 1986, 3rd Edition. 6of15 *.y,l=+ k Geol.abs, Inc. Environmental Laboratories i; •K. CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) . `" SAMPLE TYPE: GROUND WATER REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: EA 08/21/98 REC'D BY LAB: 08/19/98 EXTRACTION DATE: 08/19/98 COLLECTED BY: CLIENT DIGESTION DATE: N/A TOTAL PETROLEUM HYDROCARBONS SAMPLE SAMPLE TPH DETECTION LIMIT NUMBER LOCATION (mg/L) (mg/L) yy1 d , 70533 MW-1 3.82 0.20 r` ry . y�.F {f f s 70534 MW-2 56.8 0.20 ND = NOT DETECTED Method Reference: EPA Method 8100 (1) Modified ?A 1) U.S. EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW-846, 1986, 3rd Edition. 7of15 GeoLabs, Inc. Environmental Laboratories N Y CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) SAMPLE TYPE: GROUND WATER REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: NER 08/19/98 REC'D BY LAB: 08/19/98 EXTRACTION DATE: 08/19/98 COLLECTED BY: CLIENT DIGESTION DATE: N/A SEMI-VOLATILE ORGANICS SAMPLE NUMBER: 70533 SAMPLE LOCATION: MW-1 RESULTS DETECTION LIMIT (µg/L) (µg/L) Acenaphthene ND 1.00 Acenaphthylene ND 1.75 Acetophenone ND 3.00 2-acetylaminofluorene ND 10.0 4-aminobiphenyl ND 10.0 Aniline ND 2.00 Anthracene ND 2.00 Benzidine ND 1.50 Benzoic acid ND 4.00 Benzyl alcohol ND 3.50 Benz [a] anthracene ND 0.75 Benzo[b]fluoranthene ND -1.00 Benzo[k]fluoranthene ND 1.00 , Benzo[ghi] perylene ND 3.50 Benzo[a] pyrene ND 0.20 Bis-(2-chloroethoxy)methane ND 1.50 Bis-(2-chloroethyl) ether ND 3.00 Bis-(2-ethylhexyl)phthalate ND 3.50 Bis-(2-chloroisopropyl) ether ND 3.00 4-Bromophenyl phenyl ether ND 1.50 ' Butyl benzyl phthalate ND 3.50 . carbazole ND 10.0 o: 4-Chloroaniline ND 2.50 ' 4-Chloro-3-methylphenol ND 1.00 2-Chloronaphthalene ND 2.00 `? 2-Chlorophenol ND 3.50 G 4-Chlorophenyl phenyl ether ND 1.50 Chrysene ND 1.00 Dibenz[a,h]anthracene ND 0.50 Dibenzofuran ND 1.50 1,2-Dichlorobenzene ND 3.50 1,3-Dichlorobenzene ND 3.50 'y 1,4-Dichlorobenzene ND 4.50 3,3'-dichlorobenzidine ND 10.0 2,4-Dichlorophenol ND 2.50 2,6-Dichlorophenol ND 3.50 Diethyl phthalate ND 5.00 p-(dimethylamino)azobenzene ND 10.0 )• 7,12-Dimethylbenz'•[a] anthracene ND 3.50 :r 8 of 15 GeoLabs, Inc. `'. Environmental Laboratories x _x Nit'' CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) SAMPLE TYPE: GROUND WATER REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: NER 08/19/98 si REC'D BY LAB: 08/19/98 EXTRACTION DATE: 08/19/98 x , COLLECTED BY: CLIENT DIGESTION DATE: N/A SEMI-VOLATILE ORGANICS SAMPLE NUMBER: 70533 SAMPLE LOCATION: MW-1 •1� y RESULTS DETECTION LIMIT (µ9/L) (µ9/L) 2,4-Dimethylphenol ND: 3.00 ` Dimethylphthalate ND 3.00 Di-n-butyl phthalate ND 3.00 1,3-Dinitrobenzene ND 1.00 Di-n-octyl phthalate ND 5.00 4,6-Dinitro-2-methylphenol ND 2.00 2,4-Dinitrophenol ND 1.50 2,4-Dinitrotoluene ND 1.50 2,6-Dinitrotoluene ND 1.50 Dinoseb (DNBP) ND 2.50 diphenylamine ND 2.00 k 1,2-Diphenyhydrazine ND 2.00 2-Ethylhexyl adipate ND 3.00 Ethyl methanesulfonate ND 2.50 ?;} Fluoranthene ND 0.50 Fluorene ND 0.50 Hexachlorobenzene ND 1.00 Hexachlorobutadiene ND 0.50 Hexachlorocyclopentadiene ND 0.50 Hexachloroethane ND 2.50 Hexachloropropene ND 2.50 Indeno[1,2,3-cd] pyrene ND 0.50 Isophorone ND . 1.50 Isosafrole ND 3.50 3-Methylcholanthrene ND 1.50 Methyl methanesulfonate ND 1.00 2-Methylnaphthalene 18.1 1.00 2-Methylphenol ND 3.00 Yam: 3-Methylphenol/4-methylphenol ND 2.50 Methylpydlene ND 1.00 Naphthalene ND 1.00 ° 1-naphthylamine ND 10.0 2-naphthylamine ND 10.0 2-Nitroaniline ND 2.00 3-Nitroaniline ND 1.50 ' 4-Nitroaniline ND 1.50 ti. 5-nitro-o-toluidine ND 10.0 9of15 �ti GeoLabs, Inc. Environmental Laboratories CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) a4 SAMPLE TYPE: GROUND WATER REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: NER 08/19/98 REC'D BY LAB: 08/19/98 EXTRACTION DATE: 08/19/98 COLLECTED BY: CLIENT DIGESTION DATE: N/A SEMI-VOLATILE ORGANICS SAMPLE NUMBER: 70533 SAMPLE LOCATION: MW-1 RESULTS DETECTION LIMIT (µg/L) (µg/L) Nitrobenzene ND 3.00 T 2-Nitrophenol ND 2.50 4-Nitrophenol ND 1.00 4-Nitroquinoline-1-oxide ND 10.0 N-Nitrosodi-n-butylamine ND 2.00 N-Nitrosodiethylamine ND 2.50 N-Nitrosodimethylamine ND 2.50 N-Nitrosodi-n-propylamine ND 2.00 N-Nitrosodimethylethylamine ND 2.00 r N-Nitrosomorpholine ND 2.50 n: N-Nitrosopiperidine ND - 2.00 N-Nitrosopyrrolidine ND 2.00 "Y Pentachoorobenzene ND 1.50 " - Pentachloroethane ND 10.0 Pentachloronitrobenzene ND 1.00 Pentachlorophenol, ND 0.75 phenacetin ND 10.0 . Phenanthrene ND 1.75 Phenol ND 2.50 2-Picoline ND 1.00 Pyrene ND 2.50 Pyridine ND 1.50 a. Safrole ND 2.50 1,2,4,5-Tetrachlorobenzene ND 2.50 2,3,4,6-Tetrachlorophenol ND 4.00 o-toluidine ND 10.0 1,2,4-Tdchlorobenzene ND 3.50 2,4,5-Tdchlorophenol ND 3.50 g . 2,4,6-Tdchlorophenol ND 3.00 1,35-Trichlorobenzene ND 2.50 ND= NOT DETECTED Method Reference: EPA Method 625(1) Code of Federal Regulations 40 CFR, Parts 100-149, 1993. 10 of 15 GeoLabs, Inc. Environmental Laboratories F, y. CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) SAMPLE TYPE: GROUND WATER REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: NER 08/19/98 REC'D BY LAB: 08/19/98 EXTRACTION DATE: 08/19/98 COLLECTED BY: CLIENT DIGESTION DATE: N/A SEMI-VOLATILE ORGANICS SAMPLE NUMBER: 70534 SAMPLE,LOCATION: MW-2 RESULTS DETECTION LIMIT (µg/L) (µg/L) Acenaphthene ND 1.67 Acenaphthylene ND 2 92 Acetophenone ND 2-acetylaminofluorene ND 5..01 ' 4-aminobiphenyl ND 16.7 16.7 Aniline ND 16.7 Anthracene ND 3.34 3.34 Benzidine ND .51 Benzoic acid 25.9 2 Benzyl alcohol ND 668..51 Benz [a] anthracene ND 45 1. 25 Benzo [b] fluoranthene ND 1.25 Benzo [k] fluoranthene ND 1.67 Benzo[ghi] perylene ND 5.85 Benzo[a] pyrene ND 0.334 Bis-(2-chloroethoxy)methane ND " 2 51 Bis-(2•chloroethyl) ether ND 5.01 Bis-(2-ethylhexyl)phthalate ,ND 5.85 Bis-(2-chloroisopropyl) ether ND 5.01 4-Bromophenyl phenyl ether ND 2.51 Butyl benzyl phthalate ND 5.85 carbazole ND 16.7 4-Chloroaniline ND 4.18 4-Chloro-3-methylphenol ND 1.67 2-Chloronaphthalene ND 3.34 2-Chlorophenol ND 5.85 4-Chlorophenyl phenyl ether ND 2.51 Chrysene ND 1. Dibenz[a,h]anthracene ND 1.67 Dibenzofuran ND .83 1,2-Dichlorobenzene ND 2.5.51 85 1,3-Dichlorobenzene ND 5.85 1,4-Dichlorobenzene ND 3,3'-dichlorobenzidine ND 16.7 16.7 2,4-Dichlorophenol ND 4.18 2,6-Dichlorophenol ND 5.85 Diethyl phthalate ND 8.35 p-(dimethylamin`o)azobenzene ND 7,12-Dimethylbenz[a]anthracene ND 16.7 5.85 11 of 15 E s Environmental Laboratories CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) SAMPLE TYPE: GROUND WATER REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: NER 08/19/98 REC'D BY LAB: 08/19/98 EXTRACTION DATE: 08/19/98 COLLECTED BY: CLIENT DIGESTION DATE: N/A SEMI-VOLATILE ORGANICS SAMPLE NUMBER: 70534 SAMPLE LOCATION: MW-2 RESULTS DETECTION LIMIT (µ9/L) (µ9/L) 2,4-Dimethylphenol ND 5.01 Dimethylphthalate ND 5.01 Di-n-butyl phthalate ND 1. 01 1,3-Dinitrobenzene ND 1.677 Di-n-octyl phthalate ND 8.35 4,6-Dinitro-2-methylphenol ND 3.34 2,4-Dinitrophenol ND 2.51 2,4-Dinitrotoluene ND 2.51 2,6-Dinitrotoluene ND 2.51 Dinoseb (DNBP) ND 4.18 diphenylamine ND 3.34 1,2-Diphenyhyd'razine ND 3.34 2-Ethylhexyl adipate ND 5.01 Ethyl methanesulfonate ND 4.18 Fluoranthene ND 0.835 Fluorene ND 0.835 Hexachlorobenzene ND 1.67 Hexachlorobutadiene ND 0.835 Hexachlorocyclopentadiene ND 0.835 Hexachloroethane ND 4.18 Hexachloropropene ND 4.18 Indeno[1,2,3-cd] pyrene ND 0.835 Isophorone ND .51 Isosafrole ND 2 2.51 85 3-Methylcholanthrene ND 2.51 Methyl methanesulfonate ND 1.67 2-Methylnaphthalene 55 1.67 2-Methylphenol 15.2 5.01 3-MethylphenoU4-methylphenol 17.2 4 18 Methylpydlene ND 1.67 Naphthalene 294 1.67 1-naphthylamine ND 16.7 2-naphthylamine ND 16.7 2-Nitroaniline ND 3.34 3-Nitroaniline ND 2.51 4-Nitroaniline ND 2.51 5-nitro-o-toluidine ND 16.7 12 of 15 GeoLabs, Inc. Environmental Laboratories CLIENT NAME: CJH ENVIRONMENTAL PROJECT ID: 804 MAIN STREET(R) SAMPLE TYPE: GROUND WATER REPORT DATE: 08/26/98 COLLECTION DATE: 08/18/98 ANALYZED BY: NER 08/19/98 REC'D BY LAB: 08/19/98. EXTRACTION DATE: 08/19/98 1"Eu Ey CLIENT DIGESTION DATE: W-\ SEMI-VOLATILE ORGANICS SAMPLE NUMBER: 70534 SAMPLE LOCATION: MW-2 { RESULTS DETECTION LIMIT (µg/L) (µg/L) Nitrobenzene ND 5.01 2-Nitrophenol ND 4.18 4-Nitrophenol ND 1.67 4-Nitroquinoline-1-oxide ND 16.7 N-Nitrosodi-n-butylamine ND 3.34 N-Nitrosodiethylamine ND 4.18 N-Nitrosodimethylamine ND 4.18 N-Nitrosodi-n-propylamine ND 3.34 N-Nitrosodimethylethylamine ND 3.34 { N-Nitrosomorpholine ND 4.18 N-Nitrosopiperidine ND 3.34 N-Nitrosopyrrolidine ND 3.34 Pentachlorobenzene ND 2.51 Pentachloroethane ND 16.7 Pentachloronitrobenzene ND 1.67 Pentachlorophenol ND 1.25 phenacetin ND 16.7 Phenanthrene ND 2.92 Phenol ND 4.18 2-Picoline ND 1.67 Pyrene ND 4.18 •; Py ridine y � � ND 2.51 Safrole ND 4.18 1,2,4,5-Tetrachlorobenzene ND 4.18 2,3,4,6-Tetrachlorophenol ND 6.68 :• o-toluidine ND 16.7 *. 1,2,4-Trichlorobenzene ND 5.85 2,4,5-Trichlorophenol ND 5.85 2,4,6-Trichlorophenol ND 5.01 1,3,5-Trichlorobenzene ND 4.18 ND= NOT DETECTED Method Reference: EPA Method 625 (1) y, Code of Federal Regulations 40 CFR, Parts 100-149, 1993. 13 of 15 a GEOLABS, INC. 10 PLAIN STREET BRAINTREE, MA 02184 LIMITATIONS & EXCLUSIONS i . All the professional opinions presented in this report are based solely on the scope of work conducted and sources referred to in our report. The data presented by GeoLabs in this report was collected and analyzed using generally accepted industry methods and practices at the time the report was generated. This report represents the conditions, locations and materials that were observed at the time the work was conducted. No inferences regarding other conditions, locations or materials, at a later or earlier time may be made based on the contents of the report. No other warranty, express or implied is made. This report was prepared for the sole use of our client. Portions of the report may not be used independent of the entire report. All analyses were performed within required holding times, in accordance with EPA protocols' and using accepted QA/QC procedures. The information contained in this report is, to the best of my knowledge, accurate and complete. Ir 3 t i 14 of 15 GeoLa s, nc. a Environmental Laboratories RC1SiT 12hrs STAi1(LfRU� SPECIALINSTRUCTIONS 10 Plain n Street Bra intree, r A 0 ee M 02 184 4 .......::..........:. Office: - >> >«> s 8 7844 :..... 2ta: >:::::>::>::>::: >:>::::»A r. : ::;;:.;:.;;>:.>::>:>:>::»>: <.:.;:. ;:.;:.;::.;::: 781-8 Fax: -4 8 1 78 1 Client: 61-#4 Project Number: Address:- - %tic : ,/ /t11 1 - Project Location: eol Phone: ku 8 Fax: e-) Purchase Order#: Contact: - ;;ys,� ;•j�'I�lk:�;�z Collected By: ANALYSES REQUESTED COLLECTION CONTAINER Q M c� t.� L D T T U A C G P GEOLABS a j� v A SAMPLE A I SAMPLE Y T O R R ID T M LOCATION P N R M A E SAMPLE NUMBER B E E E I P B S �-� c P T x h H 710S3 a �� ✓ �d3 `� CONTAINER CODES: MATRIX CODES: PRESERVATIVE CODES: ReI' i ed1 : Date/Ti Received By: Date/Tirpe: A = Amber GW= Ground Water 1 = HCI 7 = ICE �' , _3s B = Bag WIN= Wastewater 2 = HNO3 Relinq e By: C-1 9 Received By: G = Glass DW= Drinking Water 3 = H2SO4 P = Plastic SL = Sludge 4 = Na2S203 Relinquished By: Re c By GeoLabs: 6�jQ�� S = Summa Canister S = Soil A = Air 5 = NaOH � 10 = Other 10 = Oil OT = Other 16 = McOH GEOLABS CHAIN OF CUSTODY i HNu SCREENING/DRILLING LOGS e, i� k ' J V DAY : , 9/..23/9 _ RfcE�VEp PROPERTY ADDRESS: 804 Main Stteet ' . OCr osterville, ra 1998 � HEA THD pSTABCE. Mass. z i On the above date, I Inspected the s-eptic system at the above address. This. system conalsts of the following: 1 3-6 ' x10' block cesspools.P . Based bn my Inso-action, I certify the following conditions: 2, •This is not a title five septic sysfeih: - 3 . This- is a sewage system. 4 . Th2 sewage system is in proper working order . at the present time. , 5 . The two overflow cesspools are dry. 6 . Pumped in flow as required.: 7 . No water intrusion observed. 81GNATURr: fo ` Name J P H_acomber Jr.,. i Company:_`. P_Macomber & Son•_Iric . A d d r e s s:_.gax—b b------= ---,-- Cente rville �Masj.s 02b32 Phone: ` __�50.8..�.7.5-�338-----.-- • 1 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY • JOSEPH P. MACOMBER & SON, INC. TankrCsupoolrl.a�chiloldi , Pumped 4 lnittllod Town Sowor Connections P.O. Box 6G' Centerville, MA 02632.0066 77.5-3338 775-6412 • ' ��r y �l.lW '� u f . . G COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617.292.5500 r WILLIA110 F.VELD TRUDY CORE Govcmor Sccrctan ARGEO PAUL CELLUCCI DAVID B.STRUM Lt.Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commissioncr PART A CERTIFICATION Property Address: 804 Main Street Osterville,Mass,ddress of Owner: Date of Inspection: 9/2 3/9 8 (If different) Name of Inspector: ,Toc;Lzph P_Macnmber Jr. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 1S.000) Company Name: J.P.Macomber & Son Inc. Mailing Address: Box 66 Ceni-Prvi 1 1 Pr MaGc _ 09 32 Telephone Number: 5 0 8_7 7 S_3 3-R CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Z- Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority _ Fails Inspector's Signature: 491 Date: The System Inspector?allbmit a copy of this inspection report to the Approving Authority within thirty(30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to&*system owner and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: A) SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below, COMMENTS: B) SYSTEM CONDITIONALLY PASSES: _ ) One or more system components as described in the `Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If`not determined', explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised 04/25/97) Page 1 of 10 DEP on the World Wide Web: http://www.mapnet.state.ma.us/dep Printed on Recyded Paper f .t • �_t y jam. � { r. u � � SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) P(opertr Address: 804 Main Street Osterville,Mass. Owner. R.T.Neese D,tc of Inspection: 9/2 3/9 8 B) SYSTEM CONDITIONALLY PASSES (continued) VAJC- Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). Describe observations: broken pipe(s) are replaced obstruction is removed distribution box Is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection If(with approval of the Board of Health): broken pipes) are replaced obstruction Is removed C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: _D Conditions exist which require further evaluation by the Board of Health In order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD.OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: j� Cesspool or privy is within 50 feet of a surface water ,( Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: ,j! The system has a septic tank and soil absorption system(S.ls) and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply, The system has a septic tank and soil absorption system and the SAS Is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system ;nd the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance U (approximation not valid). 3) OTHER ZSystem Consists of 3 6 'x10 '• block in cPriPS _ •All no' s to Paragrajh r Str•f-; nn' 2 Tbo tATA OwGrfl-ow nPCCpnnl a Are d-ry. -- (revised 04/35/)7) ?&go 3 of 10 f gi SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 804 Main Street Osterville,Mass. Owner: R.T.Neese Date of Inspection: 9/2 3/9 8 D) SYSTEM FAILS: You must indicate ei;%.er 'Yes' or'No' as to each of the following: lj ) I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below, The Board of Health should be contacted to determine what will be necessary to corTect the failure. Yes No No Backup of sewage into facility or system ;omponent due to an overloaded or clogged SAS or cesspool. _. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. �/O•/� Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspooll is less than 6' below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped. Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any ponion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. !� Any ponion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water arulysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: You must indicate either 'Yes' or'No' as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply 4, the system is located in a nitrogen sensitive area (Interim Wellhead Prote1tion Area• IWPA) or a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please.consult the local regional office of the Department for further information. (revised 04/25/37) 8.0• 3 of 10 ^^Y 1 V SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Propeny Address: 804 Main Street .Qsterville,Mass., O'"""` R.T.Neese Date of Inspection: 9/2 3/98 R Check if the following have been done: You must indicate either `Yes' or 'No' as to each of the following: Yes No Pumping information was provided by the owner, occupant, or Board of Health. _ None of the system components have been pumped for at least two weeks and the system has been receiving normal now rates during that period. large volumes of water have not been Introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available wit _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or Industrial waste flow. _ The site was inspected (or signs of breakout. All system components,4cluding the Soil Absorption System, have been located on the site. -movia The septic tank manholes were uncovered, opened;and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions;depth of liquid, depth of sludge, depth of scum. — The size and location of the Soil Absorption System on the site has been determined based on: The facility owner (and occupants, if djfferent from owner) were provided with information on the proper maintenance of Sub-Surface Disposal System. Existing information. Ex. Plan at B.O.H. _ Determined in the field (if any of the failure criteria related to Pan C is at issue, approximation of distance is unacceptable) 115.302(3)(b)) (r.vs..a 0{/7s/37) Y.p. 4 of 30 i . .. �l} SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 804 Main Street Osterville,Mass. Owner: R.T.Neese Date of Inspection: 9/2 3/9 8 FLOW CONDITIONS RESIDENTIAL: Design flow: '( -/p,1.] droom for S.A.S. Number of bedrooms:Y Number of current residents:; y Garbage grinder (yes or no):_a Laundry connected to system (yes or no4A Seasonal use (yes or no):-AID Water meter readings, if available (last two (2) year usage (gpo): Sump Pump (yes or no): /`/ 9i���9U✓� gy 'P Last date of occupancy:-w COMMERCIAUINDUSTRIAt: Type of establishment: �A Design flow: AA aallons/day Grease trap present: (yes or no),,dj Industrial Waste Holding Tank present: (yes or no) Non-sanitary waste discharged to the Title S system: (yes or no)�/ water meter readings, if available: A4 IVA Last date of occupancy: AVA OTHER: (Describe) Ph Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as pan of inspection: (yes or no)-255 1.11 If yes, volume pumped: allons Reason for pumping: TYPE OF SYSTEM ,!'6 Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool ,4V_ Privy "_ Shared system (yes or no) (if yes, attach previous inspection records, if any) V_ VA Technology etc. CopY of up to date contracts' Other Z11, APPROXIMATE AGE of all components, date installed (if known) and source of information: Sewage odors detected when arriving at the site: (yes or no) (revised 04/25/)7) Page S of 10 SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:804 Main Street Osterville,Mass. Owner: R.T. Neese Date of Inspection: 9/2 3/9 8 BUILDING SEWER: (Locate on site plan) Depth below grade: Material of construction- Y cast '(on_40 PVC other (explain) Q mb Distance from water upply well or suction line I2 Diameter � Comments: (condition of joints, venting, evidence of leakage, etc.) Joints appear tight No evidence of 1PakaQR-gUcf-am , -z vented thr-gugh the house vent SEPTIC TANK:AI we (locate on.site plan) Depth below grade: NM Material of construct,lQo ,concretevAmetaloll/ fiberglass N�Polyethylene/{/other(explain) N�. If tank is metal, list age IVA Is age confirmed by Certificate of Compliance (Yes/No) Dimensions: Sludge depth: AIR Distance from top of sludge to bottom of outlet tee or baffle: ,_ Scum thickness:,_ Distance from top of scum to top of outlet tee or baffle: VA Distance from bottom of scum to bottom of outlet tee or baffle: How dimensions were determined: AJ _ Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) Septic tank is not present. GREASE TRAP:,, (locate-on site plan) Depth below,grader Material of constructionJli—concrete/v, metav Fiberslass,OLPolyethylene&other(explain) AM Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of m to bottom of outlet tee or baffle:_ Date of last pumping: v„ Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet inven, structural integrity, evidence of leakage,,etc.) Grease trap is not nrps nt _ (revised 04/2s/)7) ?&go 9 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Properly Address: 804 Main Street Oster.ville,Mass. Owner R.T.Neese Date of (nspcction: 9/23/98 TIGHT OR HOLDING TANK:�(Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grader Material of construction: lconcretervAmetaW.AFiberglass(jPolyethylene4,other(explain) /)� A14 , Dimensions:__L14 Capaciry: gallons Design now: gallons/day Alarm level: inwAlarm in working order&Yes; No Date of previous pumping: 4 Comments: (condition of inlet tee, condition of alarm and float switches, etc.) Tight or hnlrlincl tankg Arp not nrpgent DISTRIBUTION BOX:,'1'hWe (locale on site plan) Depth of liquid level above outlet invert: _ Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or,out of box, etc.) Distribution box is not present PUMP CHAMBER:hoe, (locate on site plan) Pumps in working order: (Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) Pump chamber is not vresent. tr.vs..a o�iss/s�) ).y. 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 804 Main Street Osterville,Mass. Owner: R.T. Neese Date of Inspection: 9/2 3/9 8 SOIL ABSORPTION SYSTEM (SAS):, '/ (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number: leaching chambers, number: leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensions: overflow cesspool, number: Alternative system: Name of Technology: I Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Loamysand to boney sand to fine ganr1;Nn c; rrnc of hjrdratal}c failure or nnn� A 1 I'Qglatatlee CESSPOOLS: (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool{ 14 -Zr— Materials of construction: UtJ oj\g,TP Indication of groundwater: d2lua inflow (cesspool must be pumped as pan of inspection) Pumped inflow cesspool; No gignc; of orator intrusietz. Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Same as above PRIVY: (locate on site plan) Materials of construction:_ Dimensions: Oh Depth of solids: Pl� Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Privy is not nrPGPnt (revised 04/Is/97) ysy• "i of 10 SUBSURFACE S(%YACE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION )continued) P(opcny Addicts: R.T. Neese 804 Main Street Osterville,Mass. O+u of Inspection; 9/2 3/9 8 SXnCM Of SEWAGE DISPOSAL SYSTEM: inclvde ties to ai least two permanent references landmarks or benchmarks locale all wells within 100' (locate where public wale, supply comes into house) c . At o ------------ te.rt..6 01/at/l7) t'.0• J a, 30 SUBSURFACE SEWAGE DISPG:—'.l SYSTEM INSPECTION FORM C SYSTEM INFORt.''. .rION (continued) Propeny Address: R.T. Nese Owner: 804 Main Street Osterville,Mass. Date of Inspection: 9/23/98 Depth to Groundwater4L Feet Please indicate all the methods used to determine High Groundwater Oevation: Obtained from Design Plans on record Observation of Site (Abusing property bservation hole, basemcr�t sump etc.) Determine it from local conditions Check with local Board of health Check FEMA Maps eck pumping records Check local excavators, installers Use USGS Data Describe in your own words how you established the High Grourcl.-eaurElevation. (Must be completed) Used .Gahrety & Miller Model 12?16/98 (rw1�•d 0�/33/!7) Pay-. 'loot 10 �•I 1 ► M,I 1 ` 1. n ' a•Rn•1A A A 1.1'�rT�.ai.tJlR'/aafRI�TR+RRIRRM1'nTtwall�IT HRR�H 1f�'v11♦11lr1 �.aTT.7�'Ra*.'..T.•,1�•4 TOWN OF Barnstable 110ARD OF HEALTH r1 SU11S UJ(FACR SEWAGE DISPOSAL SY3TEM IN�9PF�CTION FORM - PART D^- CEIt'PJFICATIUN I v.�rr�•►.-ter�•.� —TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 804 Main Street Osterville,Mass. ASSESSORS MAP, BLOCK AND PARCEL OWNER' s NAME R.T. Neese PART D - CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J•P.Macomber & Son Ine! COMPANY ADDRESS Box 66 Centerville,Mass. 02632 5treat Town or City COMPANY TELEPHONE (508 ) 775 _ 3338 FAX ( 508 ) 790 _1 578stata LIP CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system atr this address and that the information reported is true , accurate , and complete as of the time of ,inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems.. 7Chec one: System PASSED . t The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 16 , 303 ► Any failure criteria not evaluated are as stated in the FAILURE -CRITERIA section of this form. System FAILED* The inspection which I have con acted has found that the system fails to Protect the public health and the environment in accordance with Title 5 , 310 CMR 15 . 303, and as specifically noted on PART C - FAILURE CRITERIA of this inspection orm , Inspector Signature ` Date G %�/' " One copy of this ce tification must be provided to the OWNER, ( where applicable ) and the DOARD OP' the BUYER H8ALZ71. * -If the inspection FAILED, the owner or.l�operator shall u pgra ' aVater within one ;vear of the date of the inspection, unless alloweddorthe requiredm otherwise as provided in 3,10 CMR 16 , 306 , partd,doc w cn zJ Sbj1f 3��1 THE CON MONWEALTE OF MA.SSA.CHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualificaticgns as required and is hereby authorized to use the title CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15.340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection. Junc E, 1995 Acting Dircctor of the - ton UC Watcr Pollution Control Y l - -- LOC TIO , - - -- - SEWaCxE PERMIT MO.. _-INS-TALLER-5-U&NIF, - � $UILDER-S--tJ-AtJIE-�-ADnoll, �"SS- DATE-PERt�1T--ISSUED- __- _____ O ATE COMP N E-ISS Ems_.__ _ r �� i ����F3��-ate TOWN OF BARNS TABLE .. LOCATION 7-U Mai to �- f��x x n tl}l SEWAGE# VILLAGE %{,wlLIt� _ASSESSOR'S MAP& LOT INSTALLER'S:NAME&PHONE NO. rg2 n h e-C^A-sorts 775 SEPTIC TANK CAPACITY J Scc, LEACHING.FACILITY: (type) (size) I NO.OF BEDROOMS BUILDER OR:QWNER -. . PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Welland Leaching Facility (If any wells exist on site of.within 200 feet of leaching facility) Feet Edge of Wetland:and Leaching Facility(If any wetlands exist Feet within 30..0 feet of leaching facility) Furnished>i AC:oMgt y 1 b4. LJ o'*vt -1It�Ja. SO t . i ti i No. T 3� « Fee $ 40. 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppiicatiou for Migpo.5ar *p5tem Cow5truction permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Exx S t 1 on Owner's Name,Address and Tel.No. \ 792 Main Street � 7-0 Hubbard Oil Company Osterville ,Mass 02655 Box 10 Hyannis ,Mass . 02601 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. J.P.Macomber Jr. Baxter & Nye Box 66 Centerville ,Mass . 02632 Main Street Osterville ,Mass 02655 Type of Building: Dwelling No.of Bedrooms 0 Garbage Grinder(NO) Other XXXXType of Building Garage No. of Persons ShowersX0 ) Cafeteria NO ) Other Fixtures 2—bays 1—island Design Flow_ 1 gallons per day. Calculated daily flow 3�x 2 n n%_60 0 gallons. Plan Date 1 �2 5 Number of sheets. 2Revision Date none Title five gPnt.i n lipgrndp Description of Soil Fill for 6011 Coarse sand for 6. 51 no water encountered. Remove unsuitable and replace with clean sand. yf Nature of Repairs or Alterations(Answer when applicable) O m i t c e s s p o 01 s . Install 1 -1 5 0 0 gallon tank, 1-distribution box, 3-330 rechargers ,leach trench 321x81x21 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Cod nd not to place the system in operation until a Certifi- cate of Compliance has been issue by this B and th. Signed4 Date 1 /2 2/9 6 Application Approved by Application Disapproved for the fo lowing reasons Permit No. Date Issued ,N,.�,.�....�w,.,�y^, .,.J-"'" •v. qjw .:rn' . "Myy,_ :rz-„ .,:N; '"t:,-, t�.,.�-ay,7v't�.i1.7tv, {; 0 40 00 - - THE COMMONWEALTH OF MASSACHUSETTS v PUBLIC HEALTH`DIVISION.-TOWN OF BARNSTABLE., MASSACHUSETTS ZIpplitation for 0IgpO!5al *p$tem Con!5tructiou Permit r p Application is hereby made for a Permit to Construct(} )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Exx S ion Owner's Name,Address and Tel.No. "792.- Main ' Street � 7- Hubbard Oil Company Osterville,Mass 02655 Box 10 Hyannis,Mass. 02601 r Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 1 J.P.Macomber Jr'." Baxter & Nye Box 66Centerville,Mass. 02632 Main Street Osterville,Mass 02655 _Type of Buildings 1 Dwellmg z 'No.of Bedrooms 0 Garbage Grinder(NO) Other XXXXType of Building Garage No. of Persons Showers1g0 ) Cafeteria 00 ) Other Fixtures .2-gays 1-island ti r x r. Design Flow, Ano gallons per day. Calculated daily flow 300x2(10_600 gallons. Plan Date .12 2 5 Number of sheets 2 Revision Date none Title five sept�artra:dP w Description of Soil Fill for 6011 Coarse sand for 6. 5 r no' Water encountered. Remgve unsuitable and replace with clean sand. Nature of Repairs or Alterations(Answer when applicable) Omit e e s spools. Install 1-15 00 kallon .tank. 1--distribution box,3-330 rechargers,leach trench 32tx8����i y Datdtlast inspected: Agreement: ` The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system a in accordance with the provisions of Title 5 of the Environmental CodeAind not to place the system in operation until a Certifi- cate of Compliance has been issue�this ard6 th. } Signed Date 1/22/96 'Application Approved by A lication Disapproved for fo owin reasons PP PP g `.1 Permit No. Date Issued ------ -------- —T— --- -- --- -- r �(17 GO'ItMMIM H OF MASSACHUSETTS r ) PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 0A1 Certificate of Compliance - - THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or re aired/replacediX )on by J.P.Macomber Jr farHubbbrd Oil Company f� as 792 Main Street Osterville,Mass. has been constructed in accordance 2 with the provisions of Title 5 and the for Disposal System Construction Permit No. _ dated (( Use of this system is conditioned on compliance with the provisions set forth below: ; No. Fee`Y L,0.00 THE COMMONWEALTH OF MASSACHUSETTS ' PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Digpogar *p5tem Construction Permit Permission is hereby granted to J.P+Macomber Jr to construct( )repair(XX)an On-site Sewage System located at -Exxom Station 792 main breet , Osterville,Mass. and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. `. All construction must be completed within two years of the date below. Date: — Z h Approved by , f r rls— 0'? q ........ ... THE COMMONWEALTH OF MASSACHUSETTSIb� BOARD OF HEALTH NO k�1,��,�pp .1, � _ _ .. 0F......................................................................................... ' 9 Yful Diapasal Workii C owitrurtion Permit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at; _ 79A --------------------- •-•---.-•.---•-•......-----•-----•.------•-•---.•---••--•-•---•---•-•--••--•........•--•----••--. a c ion•Addres or o .6,, -• -A ress Installer Address Q Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms--------------- ----------------------------Expansion Attic ( ) Garbage Grinder ( ) ,_•, . pa-, Other—Type of Building 5 •S7!5j No. of persons____________________________ Showers ( ) - Cafeteria ( ) adOther fixtures ----------------------------------------•--•--•----------------- --------------------------------•---------------------------------•--------•- W Design Flow______-.................................gallons per person per day. Total daily flow------------ W W Disposal'Trench i tNOca�aclty.----_'Widthns Lent Total Length Width-:__---.---. Total leaching area Depth----._.__._.-.. Septicq 1 g" g x - -------- ------sq. ft. Seepage Pit No--------------------- Diameter-------------------- Depth below inlet---:................ Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by Date •_---.. Test Pit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water-----------.....__...... �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water_-...._________._____--- Q,, ---------------------------------------------------- 0 Description of Soil----Aal .A.I.-Cp......... u ------------------------------------------ --------------- -------- ----------------------------------------------- x - W -------------------------------------------------------------------------- ---------------------------------------••-- - - --- ------------ ---- U Nature of Repairs or Alterations—Answer when applicable._.---___�-f' ---------------------------------------------------- ✓___________________________________________________________-. Agreement: , The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by Lhe board of health. R-------------------------- --7. f.`-7S Date A lication Approved B f L� . PP PP Y 4x Date Application Disapproved for the following reasons:----------'------------------------•---------••-•--••---..._........-•----.....--------- ._.-------•--••---•- ---••...•-------••-•--------•----•--•-------•-----------••------•---•--•---------•................................................------------------ .................................................. Date, �I - PermitNo.......................................................... Issued..... - -- .....-•-•--... -•--•-•---- Date N ..7... .�� FE$............................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _..._. ..... ... ......... ......OF...................................... . ....... - - Appliraation -fair Ui!ipofi al Works ( owitrurtioaa Punfit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at; ........................... e-----• -- ----- � ddre£�t+?/"r4v11 •ti------•----- -- � ----------/✓�� so , L �s �11�. Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building --------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures W Design Flow............................................gallons per person per day. Total daily flow---------------------.......................gallons. WSeptic Tank—Liquid capacity------------gallons Length................ Width------- ........ Diameter----------...... Depth................ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area--__.--.--.--____sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------- ----------------------------------------------------------------- Date W a Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water..:.::_' --------- (� Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water.......___::____---_--.- DDescription of Soil f �------------------------------------------------------------------------------------------------------------ x W UNature of Repairs or Alterations—Answer when applicable-----------f 0P pg------- ......_401 1_4e.,V..... ....... --- N--------•-------------------------------------------- ----------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. .ign ed_� s�B_ it � j -0,0&Z "`� �°` 9 7j eo J _ Date Application Approved By. _A........., ' 7— ' , 7,( Date Application Disapproved for the following reasons:.-------- ------------------------------------------------------------------------ ------------------ •-------------------------------------------------------------------------------------------•------......--------------------------------------------------------------................... ------------ Date PermitNo......................................................... Issued...................... ................................. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH t..... ..............OF.......I ►- ,.......................................... TrrtifirFate of 01.1,11mplitture IS I$ T4RTIFY, Th the In dt wage Disposal System constructed ( ) or Repaired b 7 r 1 Installer _ at � _f i�C. _ !��-- t�•— ------------" L.GE /` - (�`feJ . has been installed in accordance with the provisions of Are XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit N ------ __.dui---_-- dated--. ^_. _. .-.7___ _ ......... THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD Pf HEALTH 2 Di volx tl yrkQ 1,TonstrurRVat ratit Permission is hereby grant4rn .._.____ . '- to Construct (�. r' Repair 'dividytal Sewage Disp-, temat N o.Crl =' tt Fg ! ..� _.____� Street as shown on the application for Disposal Works Constructs ri ermi o:.._ d���i".. ...S_. __........ ---------------- Date -----...--•- -7. paith----------------------------------------Board DATE... ' .. . ........................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS Cell: 508-922-3195 Ralph Crossen VL President 1'IOME'J'1 SPECTIONS COMMERCIW INSPECTIONS PROFESSIONAL CONSULTING P.O.Box 43 Office:508-428-7004 Hyannis Port,MA 02647 r7 - ( -7 Le °p IKE roy� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 9 BARMA�BLE.g` 200 Main Street• Hyannis, MA 02601 t6M pie TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT lFD Py /t /� Business Name: W� �0 Date: C)u 04IAI Location/Mailin Addres . NL ` e Contact Name/Phone: 7 - — Inventory Total Amount: ` OD MSDS: R License#: Tier II : Labeling: Spill Plan: QEN Oil/WaterSeparator: A Floor r Drains: No Emergency Numbers: `1 Storage Areas/Tanks: 6128 Emergency/Containment Equipment: Waste Generator ID: Waste Product: Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION RECOMMENDATIONS: Wa, nuj , a) off4f:j Inspecto . J Facility Representative: WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS Number Fee 1135 THE COMMONWEALTH OF MASSACHUSETTS 1oo.00 Town of Barnstable Board of Health This is to Certify that HESS #21252 792 MAIN STREET, OSTER VILLE, MA Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------- ------------------------------------ This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 6/30/2015 unless sooner suspended or revoked. WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 6/30/2014 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health k 03/12/2014 11:23 5087750159 HESS.21243 PAGE 02 Town of Barnstable Barnstable Regulatory Services Department , .� Public Health Division 200 Main Street, Hyannis M.A.02601 2007 Office: 508-862-4644 4 ThOMU F.Geiler,Director FAX: 508.790.6304 Thomas A.McKean,CHO Applicaffon Fee: $100.00 ASSESSORS N[Ap ANT)PARCEL NO, 1«'I.OI__ HATE APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZA.RIDOU5M.ATERJALS FULL NAME OF APPLICANT %P NAME OF ESTABLISMKENT ADDRESS OFESTABLISHMNT �q`�. Wta,kr TELEPHONE NUMBER L-{ -03H SOLE OWNER: ✓ YES—NO IE APPLICANT IS A FARTNERSI ;FULLNAg/IE AN. H() ADDRESS OF ALL PARTNERS: HOSS Corporation Hgcc Pli 1'Iaherty Woodbridge, NJ 07095 r jffaherty@hess.com IF APPLICANT IS A.COR.PO ATION.' FEDERALIDENTWICATIONNO. STATE OF INCORPORATION FULL NAME AND ROME ADDRESS o . PRESIDENT G�e�g�eploer �a►\�w�r� TREASURER CLERK Z SjGNA.TVM OV APPLICANT RESTRICTIONS! HOME ADDRESS , HONE TELEPHONE# Hess Corporation I Hess Plaza i J. Flaherty J;\inspeationhandouts\Haz Mat Application2008•J3OC Woodbridge, NJ 07095. 732-750-6350 f environmental Section: Number: RELEASE RESPONSE PLAN F-3 manual Subject: TAIL, OPERATIONS NOTIFICATION PROCEDURE RESPONSIBILITY: • STATION MANAGER • Required for all Stations (except New Jersey and Broward County, FL) f Date: Page: February, 1999 1 of 6 environmental Section: Number: RELEASE RESPONSE PLAN F-3 manual Subject: NAIL OPERATIONSSPILL NOTIFICATION PROCEDURE AMERADA HESS CORPORATION RELEASE RESPONSE PLAN HESS STATION NO.: CITY, STATE: TABLE OF CONTENTS SECTION PAGE SPELL NOTIFICATION FLOW CHART 3 EMERGENCY TELEPHONE NUMBERS 4 RESPONSIBLE PERSONS'NAMES AND TELEPHONE NUMBERS 5 SPILL NOTIFICATION PROCEDURE 6 SAFETY REQUIREMENTS APPENDIX A FINAL SPILL REPORT APPENDIX B r Date: Page: February, 1999 2 of 6 PERSON CONFIRMING.SPILL FIRE DEPARTMENT (if necessary) STATION MANAGER MARKETING REPRESENTATIVE DIVISION MANAGER/REGION MANAGER (Ensures Completion of Final Spill . Report [AHC 2029} and Environmental Incident Report [AHC 32971) CORPORATE ENVIRONMENTAL RETAIL MAINTENANCE AFFAIRS DEPARTMENT (Immediate Notification) (If necessary) GOVERNMENT EMERGENCY SPILL AGENCIES CONTRACTOR (If necessary) environmental section: Number: RELEASE RESPONSE PLAN F-3 manual Subject: RETAIL OPERATIONS SPILL NOTIFICATION PROCEDURE EMERGENCY TELEPHONE NUMBERS LOCAL FIRE DEPARTMENT Name: Emergency Phone Number: LOCAL POLICE DEPARTMENT Phone Number: AMERADA HESS CORPORATION Emergency Phone Number: (732) 750-6000 Ask for Marketing Representative or Division Manager Marketing Representative or Division Manager to contact Corporate Environmental Affairs Dept. at(732) 750-6000 (and Retail Maintenance Department, if,necessary). HEALTH DEPARTMENT Phone Numbers (Local/Municipal): (County): STATE GOVERNMENT AGENCIES: Connecticut Dept.of Environmental Protection: (203)566-3338 Connecticut State Police: (203)566-4240 Florida Dept.of Environmental.Regulation: r (904)413-9911 Georgia Dept.of Natural Resources: (404)656-4300 Maryland Department of Environment (410)631-3442 or after hours (410)631-4409 Massachusetts Dept.of Environmental Protection: (617)292-5500 Massachusetts State Police(after office hours): (617)566-4500 New York Dept.of Environmental Conservation: (518)457-7362 Pennsylvania Dept.of Environmental Resources; (717).787-4343 Rhode Island Dept.of Environmental Management: (401)277-3070 South Carolina Dept.of Health and Environmental Control: (803)734-5331 Emergency Response Division(after office hours): (803)253-6488 Virginia Water Control Board (804)527-5200 or after hours (804)674-2400 Date: Page: February, 1999 4 of 6 .L / environmental . Section: Number: RELEASE RESPONSE PLAN F-3 manual Subject: RETAIL OPERATIONS SPILL NOTIFICATION PROCEDURE RESPONSIBLE PERSONS .ALL PERSONS CAN BE REACHED BY CALLING (908) 750-6000 MARKETING REPRESENTATIVE: DIVISION MANAGER: OPERATIONS MANAGER: VICE PRESIDENT,RETAIL OPERATIONS: RETAIL MAINTENANCE DEPARTMENT: CORPORATE ENVIRONMENTAL AFFAIRS DEPARTMENT: Date: Page: February, 1999 5 of 6 environmental Section: Number: RELEASE RESPONSE PLAN F-3 manual Subject: RETAIL OPERATIONS SPILL NOTIFICATION PROCEDURE SPILL NOTIFICATION PROCEDURE CONFIRMED RELEASE OR SURFACE SPILL -IMMEDIATE ACTION REQUIRED: 1) Activate "Emergency Shut-Offs". Switch off all fuel products circuit breakers. Call and request assistance from the Fire Department if any potential fire or vapor hazard exists. Secure site. Ensure customers and vehicles remain at a safe distance from the spill area. Mitigate any fire, safety or health hazard. 2) Control and contain spill utilizing spill container kit as follows: ` a) Open spill container. b) Remove.appropriate absorbent, gloves, boots and disposal bag. c) Put gloves and boots on, and immediately place absorbent pads over area of.spill and in front of any storm drain in the area of the spill. d) Take used absorbent and place in disposal bag (In the event of a large spill, all used absorbent should be placed in the spill container. Secure top and place container outside for pick up). e) Wipe down gloves and boots and return to spill kit container. NOTE: Your responsibility is to act in a defensive manner. You must stay out of the spill. Approach the spill from upwind and avoid breathing flammable vapors. 3) NOTIFY ALL APPROPRIATE PERSONNEL IMMEDIATELY ACCORDING TO THE FLOW CHART. 4) Marketing Representative must complete a "Final Spill Report",FORM AHC 2029 (APPENDIX B) immediately and forward copies to the Environmental Affairs Department and Division i Manager. 5) Replace spill cleanup container and materials immediately following use. Label used containers with a dated hazardous waste sticker. 6) Marketing Representative should call the Retail Maintenance IVR system for waste disposal pick- up(if necessary). Date: Page: February, 1999 6 of 6 Number Fee 1135 THE COMMONWEALTH OF MASSACHUSETTS $1oo.00 Town of Barnstable Board of Health This is to Certify that HESS#21252 792 MAIN STREET, OSTERVILLE,MA 02655 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------- ------------------------------------------------------------------------ ----------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 6/30/2014 unless sooner suspended or revoked. --------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 3/24/2014 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health 03/12/2014 -11:23 5087750159 HESS 21243 PAGE 02 1� Town of Barnstable aarnstabfe Regulatory Servi Department ,►_L4 Public Health Division 14 I � MAW� 200 Main Sheet, Hyannis MA 02601 �. rrya 2007 Office: 508-862-4W Thomn F.Geiler,Director FAX:. 508.790-6304 Thomas A.McKean,CHO - �,r.�I7 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. ��'I O._1= DATE J I I"1 I 1`-� APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT ae SS C O r P NAME OF ESTABLISHMENT \-1e9S a+l d5,2 ADDRESS OF ESTABLISHMENT 10(a: 11'1GZ�h 2�4e TELEPHONE NUMBER `AD"2A~7 SOLE OWNER: _✓_YES NO IF,APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL ``� � PARTNERS: Hess Corporation. herty Woodbridge, N7 07095 flaherty@hess.com IF APPLICANT IS A CORPORATION.- FEDERAL IDEN )FICATION NO. STATE OF INCORPORATION FULL NAME AND HOME ADDRESS O PRESIDENT ��r�g� �►eP �q\�w�r� 95'CoweriY�aun�a�h �� �-'rr�aro�v ��* nS TREASURER CLERK SIGNA OF APPLICANT RESTRICTIONS., HOME ADDRESS 1EIOME TELEPHONE# ess Corporation I Hess Plaza / 3. Flaherty );linepeetion hWoutfflU Mat Application2008.A0C Woodbridge, N] 07095 732-750-6350 iflaherty@hess.com J I� LIM oum tl _70 U Ostervill... http://www.capecodonline.com/apps/pbcs.dll/article?AID=/20111222/NEWS11/111229916 i Welcome to CapeCoclOnline.com Get Started Subscribe Today.See our Special Offers. Log In I Register I.Subscribe Current Print Subscribers,activate y r online cess.. ////// ���JJJ 3 of 33premium clicks used this month I r 1• � �, _ �J/ //•/ 1-/ t c..1 Search CapeCodOnline.com _ X 5fi� �- I. g/µ/ ') Forecast Radar s / 7— " NEWS BUSINESS SPORTS OPINION ENTERTAINMENT LIFESTYLE MULTIMEDIA COMMUNITY NEWS REPORTS VISITOR GUIDE MARKETPLA E r _ _ I Osterville man sued over property cleanupQ/�(�Qf� �f� ��]. p p Y like Ca eCodOnllnecom? YVYP{I,-�ill - By Patrick Cassidy - pcassidy@capecodonline.com Text Size:A I A I A f ^ t December 22,2011 t to g... 1 r� `=Printthis.Article :Email this Article - 1"'t OSTERVILLE-The state Attorney General has sued a local man for 44 COUPONS ONLY TODAY 1MORE failing to cleanup a contaminated property in Osterville in violation of I DECEMBER UNLI TED state environmental laws. Sunsational Tanni g I The lawsuit is asking the court to require that Frank M.Ward and his two businesses,Seaview Associates LLC I Beauty Specials fo Him Et Her 1 ' 87 and Dunhill Place Associates,LLC to pay a civil penalty of up to$50,000 per day,per violation,according to a' Oceanside Hair&Bod press release from Attorney General Martha Coakley's office. i /y Free Lip Waxing with every yebrow a "The purchase and redevelopment of contaminated properties I Service promotes economic growth and revitalizes communities,"Coakley More Times Breaking News ' p 9 Y `Adrienne's Hair Loft said in a statement included in the release."But developers and - _ Osterville man sued over properly owners must com I with Massachusetts laws to ensure that . cleanup Complimentary Brow Wax with purchase of property PY p-2:07 pm those properties present no significant risk to the public,neighboring Facial!$15.00 value! Woman inured in tree fall in Sandwich- property owners,and the environment." Ward helped his son and his son's business partner purchase the" Police:Vehicle crashed into Nativity on HOMES JOBS RENTALS purpose-10:34 am already contaminated property in 1998 and 1999,according to the '.Junior Marketing Analyst,Boston MA.-Up to 50k attorney general's office. - SSA:Ferry roamed other boat before COIIiSiOn-^,0:32am Boston,Massachusetts Bay Shore Staffing I After the property was redeveloped into a gasoline station and two See All Breaking News Stories» CARPENTERS:EXPERIENCED carpenters commercial buildings in 2000,Ward's son and business partner ! I PROVINCETOWN,MA Cape Cod Times Classified Ads transferred it to Dunhill Place Associates in 2004,according to the Medical Assistant press release.It was then transferred to Seaview Associates in 2007,according to the attorney general's office. Hyannis,Massachusetts Harbor Health Services Inc > i The attorney general's complaint alleges Ward and his businesses failed to complete a required assessment and i Interactive Developer,Kingston MA 65k-80k: 4 cleanup of the property in a timely manner despite an order from the Massachusetts Department of Kingston,Massachusetts Bay Shore Staffing Environmental Protection that it should be done by August 2007. More jobs "Failure to fulfill your legal obligation to clean up a contaminated site is a serious offense.Submitting inaccurate ` j I documents to a government agency brings that offense to an even more serious level,"DEP Commissioner E Kenneth Kimmell said. 1 HOME Ads by Google Popular Today Vineyard ferry,lobster boat collide- i 1 2 2 212 01 1 Ir Woman injured in tree fall in Sandwich- C 1 1202r2611 Become a member of the Cape Cod Times TO Bank robbed;suspect arrested- and enjoy the convenience of home 1212212011 3= or office delivery . Barnstable airport wins road lawsuit- i sub>cri.beto lutc vzz;zoll Cape Cod Times J Disgraced Drumm defaults on mortgage- 12,2212011 SSA:Ferry warned other boat before - Collision-12/22.2011 TERM S OF USED COPYRIGHT 1 PRIVACY POLICY 1 SrrE MAP 1 CONTACT US I ALERTS 1 ECAPECODTIMES I NIE J ADVERTISE I 1,40BILE 1 MOBILE SHORTCUT I BUY PHOTOS I CAREERS 1 FJ Copyright©2011.Dow Jones Local Media Group,Inc.All Rights Reserved. r•' � tyF r f http://www.capecodonline.com/apps/pbes.dll/article?AID=/20111222/NEWSI i/l 112 991=12/22/ I J rrrrrrrrr�r� � �� PRIME ENGINEERING June 10, 2011 Town of Barnstable Health Division 200 Main Street Hyannis,Massachusetts 02601 Attn: Thomas A. McKean,Director RE: Notice of Modified Phase III-Remedial Action Plan & Phase IV-Remedy Implementation Plan Former Osterville Exxon Service Station 792-804 Main Street,Osterville,Massachusetts MADEP RTN: 4-740 Dear Mr. McKean: This letter is being sent to you to inform you that a Modified Phase III Remedial Action Plan (Phase III-RAP)and Phase IV-Remedy Implementation Plan(Phase IV-RIP), associated with Release. Tracking Number 4-21244, will be submitted to the Massachusetts Department of Environmental Protection(MADEP). A copy of this document will be available at the MADEP Southeast Regional Office, located at 20 Riverside Drive in Lakeville, Massachusetts. The conclusions of the Phase III - RAP and Phase IV - RIP and Figures, which display the area subject to these submittals, are attached. Phase IV Remedial Action Alternatives will be implemented immediately upon the submission of these documents to the MADEP. If you have questions, or wish to review a copy of the report, please call me at Prime Engineering,Inc. at 508-947-0050. Sincerely, PRIME ENGINEERING,INC. 1 = n Robert S. Rego,P.E. Senior Project Engineer 4 Attachments(Conclusions and Site Plan) cc: MADEP (Appendix in Phase III—RAP and Phase IV-RIP) b f • �.. - - y tom.. _ 41•.f ,1 + ... r �' yt/ ,. ' "YS CIVIL ENGINEERING ENVIRONMENTAL ASSESSMENT LAND SURVEYING P.O.BOX 1088,350 BEDFORD STREET,LAKEVIL.LE,MA 02347 • 508-947.0050 + FAX 508-947-2004 Town of Barnstable Department of Health,Safety,and Environmental Services Public Health Division 367 Main Street Hyannis,MA 02601 vi� /il P 0 l �� 7 ( J .a 1 G -F i i ��C f eD L96Ainr 196Ainr L96a - y +����j/�~1.+` � ',1, � ���7 ;��s��' ;,.:� •��i# G_ L�s 9(:7,L � i Gs r L'.96 lltlf L 96 kinr d ✓f f n J Rip Vi J n C 9 kinr L 96 Ainr J[96,linr r � r � � � � ��. I ,:,. ,�� fal�3��� '�� `79a- ��1�1 � �s'��.��c.� J C+•��+ y �d' ����� ..� +� � M ,' } p.yr► .aw• 1 .k � I,, >,;' s - ley �.1M I - ����3��� ��� v . �� �,� r� � o��.�r� 7 VA te• ' °��. 7t2 R4�;V- t i .. T� �M �` �.i ` ` `. _ �' �. ,,�: � , � r _ .. :rZ�� .,, IIy } + � �r ;' u v yi � '1yr �0 �' �' � �� � �:... r1 � s �� � t . y„ � �:.' ,J �. �,A a,D -� � v� w .� Y, .. ' .� � � �� � y� 7 l� O/A/ AY .r r l2l�-�C.�-��1���s��®sue , . /�.bv ,., I � � ; <' 'ry � � f 1 +'<1 i �#r � \ 1 � � `� I M r M ,,` I � � ' , �� .� _. ,- ,: _ j _ �: ��� �� ,� i _: ' �.�- i� I ■ .� -�---�. f F i � / i 7� 74/W 31 oz�r4v/L -L- � �� i I� ; 4 ,1� ` _ � k 1 1I�Iq� �D� �t� -.It,� �, --� ,_ `� ;i� *,`' Ipll��� o����� �NN r` Ji. �4 V �� �� �� i � `� X ��� G �. �" •,.`� =t � .�. `7 q&- ffN 4 S�� 6 � -G PRIME ENGINEERING INC October 23, 2008 Town of Barnstable Health Division 200 Main Street Hyannis,Massachusetts 02601 Attn: Thomas A. McKean, Director RE: Notice of Phase III-Remedial Action Plan Submittal ,Osterville Exxon Service Station`; 792-804 Main Street, Osterville, MA j MADEP RTN: 4-740 Dear Mr. McKean: In accordance with the requirements of the Massachusetts Contingency Plan(MCP),this letter serves to notify you of the availability of a Phase III - Remedial Action Plan (Phase III Report) will be submitted for Release Tracking Number (RTN) 4-470, initiated at the Osterville Exxon station located at 792-804 Main Street in Osterville, Massachusetts. The Phase III Report will be submitted to the Massachusetts Department of Environmental Protection(MADEP)Southeast Regional Office(SERO)located at 20 Riverside Drive in Lakeville, Massachusetts. The purpose of the Phase III Report was to document the identification and evaluation of potential remedial action alternatives relative to the release of petroleum-related constituents at the above-referenced property. If you have questions,or would like to receive a copy of the Phase III Report,please contact either myself at(508)947-0050 or the MADEP at(508) 946-2700. Sincerely, PRIME ENGINEERING,INC. d t)� Robert Rego, PE Project Engineer Zz cc: MADEP (via Appendix in Phase III Report) , c CIVIL ENGINEERING ENVIRONMENTAL ASSESSMENT LAND SURVEYING P.O. BOX 1088, 350 BEDFORD STREET, LAKEVILLE, MA 02347 • 508-947-0050 FAX 508-947-2004 Phase III-Remedial Action Plan Page 28 Osterville Exxon Service Station(RTN 4-0740) November 14,2008 6.0 FINDINGS AND CONCLUSIONS OF PHASE III REPORT PRIME Engineering,Inc. (PRIME),on behalf of Dunhill Place Associates,Ltd.,has prepared this Phase III-Remedial Action Plan for RTN4-0740. Remedial action alternatives that are likely to achieve a level of No Significant Risk and represent a Permanent Solution have been selected for implementation at the Site. The selected remedial action alternatives are as follows: • Combined surfactant injection/liquid extraction have been selected to reduce Site-related non-aqueous phase liquid petroleum hydrocarbon impact on the Subject Property. This approach should be implemented prior to additional.active remedial system operation. • Air Sparge/Soil Vapor Extraction have been selected to reduce dissolved phase and residual adsorbed phase petroleum hydrocarbon impact at the Site. This approach should be only implemented after Site-related NAPL has been adequately reduced. • Monitored Natural Attenuation has been selected to further reduce dissolved phase Site- related petroleum hydrocarbon impact via processes of biodegradation,dilution,dispersion, and adsorption. • Additional proven remedial action alternatives, including selective soil excavation, multi- phase extraction,in-situ chemical oxidation,biosparging,and bioventing have been retained as potentially feasible alternatives for achieving a Permanent Solution. Since these alternatives meet the criteria of 310 CMR 40.0857(2),a detailed evaluation of their potential effectiveness is not required. Additional soil and groundwater samples will be collected from Site-related monitoring locations upgradient, downgradient, and within the area of known dissolved-phase petroleum hydrocarbon impact, to monitor and evaluate plume attenuation and stability during and subsequent to active remediation. Pilot study programs associated with this Phase III Report will be initiated in November 2008. PRIME ENGINEERING, INC. Tay a 609 NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan I L71 BWSC 123 This Notice is Related to I Release Tracking Number 4� 740 A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address:'792-804 Main Street I City/Town:_ Osterville�' 1 Zip Code: 02655-0000 B. This notice is being provided to the following party: 1. Name: Robert Burgmann P.E., Dept. of Public Works 2. Street Address: 230 South St. City/Town: Hyannis, MA Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): ❑✓ 1. That environmental sampling will be/has been conducted at property owned by the recipient of this notice. ❑2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. ❑3. Check to indicate if the analytical results are attached. (If item 2.above is checked,the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: Main St.and Wianno Ave. 1. Street Address: r' Q1ty/Town: Ostervllle Zip Code: 02655 2. MCP phase of work during which the sampling will be/has been conducted: Immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan X7 ❑Utility-related Abatement Measure ❑ Phase V/Remedy Operation Status c, ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring ❑Phase II Comprehensive Site Assessment ❑ Other 3. Description of property where sampling will be/has been conducted: (specify) ❑residential [Z]commerical ❑industrial . ❑school/playground ❑Other (specify) 4. Description of the sampling locations and types(e.g., soil, groundwater)to the extent known at the time of this notice. Sampling has occurred within the sidewalk layout and the edge of roadway of the above referenced streets. E.Contact information related to the party providing this notice: Contact Name: Susan A. Jason, LSP Street Address: PO Box 1088 City/Town: Lakeville Zip Code: 02347 Telephone: (508)947-0050 Email: sjason@pdmeengineedng.org NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan MASSACHUSETTS REGULATIONS THAT REQUIRE THIS NOTICE This notice is being provided pursuant to the Massachusetts Contingency Plan and the notification requirement at 310 CMR 40.1403(10). The Massachusetts Contingency Plan is a state regulation that specifies requirements for parties who are taking actions to address releases of chemicals (oil or hazardous material) to the environment. THE PERSON(S) PROVIDING THIS NOTICE This notice has been sent to you by the party who is addressing a release of oil or hazardous material to the environment at the location listed in Section A on the reverse side of this form. (The regulations refer to the area where the oil or hazardous material is present as the "disposal site".) PURPOSE OF THIS NOTICE When environmental samples are taken as part of an investigation under the Massachusetts Contingency Plan at a property on behalf of someone other than the owner of the property, the regulations require that the property owner (listed in Section B on the reverse side of this form) be given notice of the environmental sampling. The regulations also require that the property owner subsequently receive the analytical results following the analysis of the environmental samples. Section C on the reverse side of this form indicates the circumstance under which you are receiving this notice at this time. If you are receiving this notice to inform you of the analytical results following the analysis of the environmental samples, you should also have received, as an attachment, a copy of analytical results. These results should indicate the number and type(s) of samples (e.g., soil; groundwater) analyzed, any chemicals identified, and the measured concentrations of those chemicals. Section D on the reverse side of this form identifies the property where the environmental sampling will be/has been conducted, provides a description of the sampling locations within the property, and indicates the phase of work under the Massachusetts Contingency Plan regulatory process during which the samples will be/were collected. FOR MORE INFORMATION Information about the general process for addressing releases of oil or hazardous material under the Massachusetts Contingency Plan and related public involvement opportunities may-be found at http://www.mass.gov/dep/cleanup/oview.htm. For more information regarding this notice, you may contact the party listed in Section E on the reverse side of this form. Information about the disposal site identified in Section A is also available in files at the Massachusetts Department of Environmental Protection. See http://mass..qov/dep/about/region/schedule.htm if you would like to make an appointment to see these files. Please reference the Release Tracking Number listed in the upper right hand corner on the reverse side of this form when making file review appointments. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL DEPARTMENT OF ENVIRONMENTAL PRO Uypy SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE,MA 02347 508-946- " MITT ROMNEY Governor ROBERT W.GOLLEDGE,Jr. Secretary. KERRY HEALEY ARLEEN O'DONNELL Lieutenant Governor Commissioner September 14,2006 Mr.Frank Ward,Jr.,President RE: BARNSTABLE--BWSC Dunhill Companies,Inc. RTN:•4-740 g 4' -776 Main Street Exxon Service Station g ` Osterville,Massachusetts 02655 `792 Main Street NON-SE-06-3T-057 cc NOTICE OF NONCOMPLIANCE ' fo c THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION IN.RESPONSE,`,`-TO x THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES.: 'Dear Mr.Ward: The Massachusetts Department of Environmental Protection, Bureau`of'Waste Site Cleanup ("MassDEP"), is tasked with ensuring the.permanent cleanup of oil and hazardous material releases pursuant to Massachusetts General Law Chapter 21E ("Chapter 21E"): The law is implemented through regulations:known as the Massachusetts Contingency Plan, 310 CM .40.0000 et seq. (the"MCP")." Through the MCP, MassDEP is currently regulating a release of oil from 792 Main Street, Barnstable. The release was first reported to MassDEP in May of 1989. At that time, an environmental assessment confirmed that oil, originating from former underground storage tanks, had impact soil and groundwater the property(the,"Site"). MassDEP's records indicate that you(as used in this Notice, "you"refers to Dunhill Companies, Inc.) are a Potentially Responsible Party("PRP")for this release. This Notice is provided to inform you that you are not in compliance with.the MCP. MassDEP has no record of your completing the response actions required by the MCP to address this release. Attachment A of this Notice is.a'Noncompliance Summary sheet that outlines the provisions of the MCP that you have not complied with. Contained within the Noncompliance:Summary -are the necessary action(s) you-.must complete to return. to.compliance. Additionally',. there is a prescribed deadline for your completion of the action(s). MassDEP may .assess a 'Civil Administrative Penalty potentially in excess of several ' thousand dollars if you.continue to be in noncompliance with the violation(s).cited herein. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep Q-* Printed on Recycled Paper' Page 2 Notwithstanding this Notice of Noncompliance("NON"),MassDEP reserves the right to exercise the full extent of its legal authority in order to obtain full compliance with all applicable requirements, including, but not limited to, criminal prosecution, civil action including court-imposed civil penalties, or administrative penalties assessed by MassDEP. If you have any questions regarding this matter, or if you would like to discuss compliance with this Notice, please contact John Handrahan, at the letterhead address or by telephone at (508) 946-2883. All future communications regarding this matter must reference Release Tracking Number 4-740. Very-trul yours, Gerard M.R.Martin,Chief Site Management&Enforcement Bureau of Waste Site Cleanup H/JH/re \\dep-fp-lak-OOI VHandrahan$\Enforcement\Enforcement Letters\Tier II Extension NONs\3002571.t2.non.56.doc Attachment: Noncompliance Summary Sheet CERTIFIED MAIL#7002 2030 0006-4996 0590 fc: Barnstable Board of Selectmen Barnstable Board of Health DEP-SERO ATTN: Regional Enforcement Office Data Entry ec: Brad Lacouture;REO e 4 , ATTACHMENT A NOTICE OF NONCOMPLIANCE NONCOMPLIANCE SUMMARY ENTITY/POTENTIALLY RESPONSIBLE PARTY IN NONCOMPLIANCE: Dunhill Companies,Inc. 776 Main Street Osterville,Massachusetts 02655 LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: 4-740 Exxon Service Station 792 Main Street Barnstable DESCRIPTION OF ACTIVITY OR CONDITION RESULTING IN NONCOMPLIANCE AND THE DATE(S)WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: In August of 1996,the former owners of the Site, Hubbard Oil Company, Inc. ("Hubbard"), submitted a Tier M Classification-for the Site. Ultimately, the permit was not accepted by Hubbard and response actions stalled at the Site for a number of years. In November 1999, you submitted a Tier II Classification to MassDEP. The change in scoring from a Tier M Disposal Site in 1996 to a Tier II in 1999 was as a result of a change in understanding of a nearby Zone II for a local water supply. Disposal sites that are located within Zone IIs are usually required to obtain a Tier I permit from MassDEP before proceeding with response actions. You consultants believed that the disposal.site was not located in the..Zone-II of the water supply and therefore did not require a -Tier I permit. On August 14, 2000, MassDEP issued you a notice stating that MassDEP agreed with your consultants that the Site was not located in a Zone U. In that notice, MassDEP approved the Tier II Classification, outlined your responsibilities as the owner of the Site and requested you continue Immediate Response Actions("IRA")at the Site. On September 13, 2000,you submitted to MassDEP a modified IRA Plan for the Site. The plan involves the injection of 1150 gallons of"non-pathogenic, non-engineered, naturally occurring microbes" into the subsurface in an attempt to"bioremediate"the Site. There is no indication in MassDEP's files that this IRA plan was ever carried out. No further response actions appear to have been conducted out at the Site. In accordance with 310 CMR 40.0425, all sites conducting IRAs are required to submit an IRA Status Report to MassDEP within 4 months of their submittal of an IRA Plan. You failed to submit an IRA Status Report to MassDEP by January 13,2001. In accordance with 310 CMR 40.0560(2), all Tier II Disposal Sites are to have completed a Phase 11 Comprehensive Site Assessment Report ("Phase II") and if applicable, a Phase III Remedial Action Plan Attachment A-Page 2 ("Phase III") within two (2) years of the effective date of Tier Classification. You failed to submit a Phase II and Phase III to MassDEP by August 14,2002. In accordance with 310 CMR 40.0560(2), all Tier II Disposal Sites are to have completed, if applicable, a Phase IV Remedy Implementation Plan ("Phase IV") within three (3)years of the effective date of Tier Classification. You failed to submit a Phase IV to MassDEP by August 14,2003. In accordance with 310 CMR 40.0560(2), all Tier II Disposal Sites are to have submitted a Response Action Outcome Statement("RAO"),pursuant to'310 CMR 40.1000,within five(5)years of the effective date of Tier Classification. You failed to submit an RAO to MassDEP by August 14,2005. Since an RAO had not been submitted for the Site, a Tier II Extension Submittal was due to MassDEP forty-five (45) days prior to the expiration of the original Tier II Classification. MassDEP did not receive a Tier H Extension Submittal for the Site by June 30,2005. Please, be aware, that the neighboring property located at 804 Main Street,Barnstable, has filed, Downgradient Property Status ("DPS") against the Site. The DPS was filed on August 7, 1999,and states that contamination originating from the Site has migrated to 804 Main Street. MassDEP has assigned this DPS a Release Tracldng Number of 4-14437. Any further response actions that you conduct at the Site must include the area identified by the DPS. DESCRIPTION OF REQUIREMENT NOT COMPLIED WITH 1. Pursuant to 310 CMR 40.0560(2), except as provided by 310 CMR 40.0560(3),.or as expressly provided by 310 CMR 40.0000 or as otherwise ordered or ageed to in writing by MassDEP; any person undertaking response actions at a Tier II disposal site shall submit the following documents to MassDEP by the following deadlines: a) a scope of work for a Phase II — Comprehensive Site Assessment pursuant to 310 CMR 40.0834, prior to implementation of Phase II field work, unless the Phase.II field work had been implemented prior to Tier Classification; b) a Phase II Report, and if _applicable,. a Phase..III Remedial .Action.Plan,..within'two (2).years;:of_the:effective.date of.Tier .Classification; c) a Phase IV Remedy Implementation Plan within three (3)years of the effective date of Tier Classification; and d) a Response Action Outcome Statement pursuant to 310 CMR 40.1000 within five(5)years of the effective date of Tier Classification. 2. Pursuant to 310 CMR 40.0560(7), if a Response Action Outcome Statement has not been submitted to MassDEP for a Tier II.disposal site prior to the expiration of the Tier II Classification, the person undertaking response actions at such site shall extend the Tier II Classification b_y submitting a new Tier II Extension Submittal to MassDEP no-later than forty-five (45) days before the date of expiration of the. Tier II Classification. The extension shall be effective fora period of one year beyond the effective date of the Tier II Classification Extension. The Department shall be notified pursuant to this section if additional extensions are required on an annual basis thereafter. 3. Pursuant to 310 C MR 40.0425, unless otherwise specified in writing by the Department, a person. shall submit a written Immediate Response Action Status Report to the Department 120 days after the date on which that person first communicated his or her intention to conduct an Immediate Response Action. Following submission of.the first such Status Report, additional Status Reports shall be submitted to the Department every six months thereafter, until such time as an Immediate Response Action Completion Report is submitted to the Department. 5 I Attachment A-Page 3 DESCRIPTION AND DEADLINES OF ACTIONS TO BE TAKEN To avoid imposition of a Civil Administrative Penalty potentially in excess of several thousand dollars for violations of the MCP, you must complete the following action(s) within the timeframe described below: 1. By November 1,2006,you shall submit to MassDEP a Tier II Extension Request,prepared in full accordance with the provisions of 310 CMR 40.0560. This Tier II Extension Request must contain in it a detailed schedule for conducting response actions at the Site that corresponds to the deadlines set forth in this Notice of Noncompliance. 2. By November 1, 2006, you shall submit to MassDEP an IRA Status Report. If IRA activities at the Site have been completed,you shall submit an IRA Completion Statement instead. 3. By February 1,2007,you shall submit to MassDEP a Phase II Report for the Site,prepared in full accordance with the provisions of 310 CMR 40.0830. 4. By February 1, 2007, if the Phase II Report indicates that the requirements of a Class A or Class B RAO under 310 CMR 40.1000 have been met,_you shall the submit to MassDEP an RAO Statement. 5. By February 1, 2007, if the Phase II Report indicates that more Comprehensive Response Actions are required to achieve an RAO at.the Site, you shall submit to MassDEP a Phase III Report, prepared in full accordance with the provisions of 310 CMR 40.085.0. The Phase III Report shall evaluate the feasibility of reaching a Permanent Solution at the Site, as the .MCP defines that term. 6. By February 1, 2007, if the Phase III Report .documents that it is infeasible to achieve.a Permanent Solution at the Site, you shall submit to.MassDEP a Class C-1 RAO; pursuant.to the provisions of 31.0 CNM 40'.1050. .. 7. By June 1, 2007, if the Phase III Report indicates that it is feasible to reach a Permanent Solution at the Site,you shall submit to MassDEP a Phase IV Report, prepared in full accordance with the provisions of 310 CMR 40.0870. 8. By August 1, 2007, if you have submitted a Phase IV Report to MassDEP, you shall attain Phase V Remedy Operation Status at the Site.in accordance with the provisions of 310 CMR 40.0890. 9. If at any time before August 1, 2007, you submit documentation to MassDEP sufficient to support the conclusion that a Class A RAO has been achieved at the Site in full accordance with the MCP, you do not need to continue with Comprehensive Response, Actions at the Site, ' pursuant to 310 CMR 40.0560(3). Notwithstanding this NON, MassDEP .reserves the right to exercise the full extent of its legal authority to obtain full compliance with all applicable requirements, including but not limited to, criminal prosecution, civil action including court-imposed civil penalties, and Civil Administrative Penalties issued by MassDEP. TOWN OF STABLE COMPLIANCE: CLASS: i arine,Gas Stations,Repair satisfactory Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY 056t e. o�` (see"Orders") 5. Retail Stores �- � I 6. Fuel Suppliers ADDRESS _79 a IMAM n S QS ry,�Io :lass: 7. Miscellaneous QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATERIALSUnderground IN OUT IN OUT IN JOUTI#&galonslAge Test ��GUG F G ace IDyfs Gasoline et Fuel (A) ouv Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply ti o r rT.Loveal Ne Z tl&j O Town Sewer Public 2. n w � n-site OPrivate 3. Indoor Floor Drains YES N0 O Holding tank:MDC td aj,, _ o ` . _ O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC t �i Catch basin/Dry well O On-site system _1 e N„ce 5.Waste Transporter ,d YES NO 1. 2. 4d.1JMk Person(s) Interviewed Inspector Date e COMMONWEALTH OF MASSACHUSETTS f EXECUTIVE OFFICE OF ENVIRONMENTA d DEPARTMENT OF ENVIRONMENTAL P A d SPY 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508- 4 0 q Sy0 ARGEO PAUL CELLUCCI BOB DURAND Governor Secretary JANE SWIFT LAUREN A. LISS Lieutenant Governor Commissioner August 14,2000 Mr. Frank Ward, Jr., President RE: BARNSTABLE-BWSC/SMP �0 j Dunhill Companies, Incorporated Exxon,Service.Station---2_Ma 4 776 Main Street 7Q n.Streets F -- Osterville, Massachusetts 02655 RTN 4-00740 TIER II STATUS/NOTICE OF RESPONSIBILITYANIMEDIATE RESPONSE ACTION APPROVAL/ REQUEST FOR ADDITIONAL RESPONSE ACTIONS M.G.L. c.21E and MCP, 310 CMR 40.0000' URGENT LEGAL MATTER: PROMPT ACTION NECESSARY ,- CERTIFIED MAIL: RETURN RECEIPT REQUESTED r Dear Mr. Ward: 1 i On May 12, 1989, the Department of Environmental Protection, 'Bureau of Waste Site Cleanup (the Department), was notified that a release of gasoline occurred from a 4,000-gallon underground storage tank (UST) located at the Exxon Service Station at 792 Main Street in Osterville, Massachusetts (the site). The tank was removed and several holes Nvere observed along the bottom of the UST. . Soil samples were collected from the excavation and screened with a Photoionization Detector. Total volatile organic compounds were detected in the soil beneath the UST at concentrations up to 253 parts per million(ppm). A soil sample was'also collected from the excavation and analyzed for volatile organic compounds and total petroleum hydrocarbons via EPA Test Method 8260 and-418.1, respectively. Benzene, toluene, ethylbenzene, xylene and total petroleum hydrocarbons were detected in.the-soil beneath'the UST at concentrations up to 0.031 milligrams per kilogram(mg/kg), 0.42 mg/kg, 0.10 mg/kg, 1.3 mg/kg and 500 mg/kg,respectively. Ten (10) monitoring wells were installed at the site to evaluate the potential impacts to the a groundwater associated with the release from the UST and to determine,the groundwater flow 4. { direction. According to the report titled "Immediate Response Action Status Report, Osterville 4 . This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.state.ma.us/dep g�a Printed on Recycled Paper i I Barnstable-BWSC/SMP RTN 4-00740 Page 2 of 6 Tier II Status/Notice of Responsibility/IRA Approval Exxon Station, 792 Main Street, Osterville, Massachusetts, RTN 4-0740" (the IRA Status Report) dated July 8, 1999 and prepared by RAM Environmental, LLC, separate phase product was identified in monitoring wells MW-2, MW-3 and MW-10 between January 1999 and May 1999 at a thickness ranging between 0.01 feet and 0.7 feet. The IRA Status Report also stated that groundwater flows in a south-southeasterly direction. A groundwater sample was also collected from each monitoring well on April 29, 1999, and analyzed for volatile petroleum hydrocarbons. A review of the analytical data indicated that benzene,toluene, ethylbenzene, xylene, naphthalene and methyl tertiary butyl ether were detected in the groundwater at the site at concentrations ranging up to 2,500 micrograms per liter (ug/1), 10,000 ug/l, 2,800 ug/l, 17,300 ug/l, 960 ug/l and 230 ug/l, respectively. In addition, the C5-C8 aliphatic fraction, the C9-C12 aliphatic fraction and the C9-Cl0 aromatic fraction were detected in the groundwater at the site at concentrations up to 19,000 ug/l,. 28,000 ug/I and 15,000 ug/l,respectively. In November 1999, the Department received a report titled "Tier Classification (Revised), Osterville Exxon Station, 792 Main Street, Osterville, Massachusetts 02655, RTN 4-0740" dated November 4, 1999, and prepared by CJH Environmental, Incorporated. The Report indicated that Dunhill Companies of Osterville, Massachusetts had recently purchased the site. The Report also indicated that the site is not located in the Zone 11 established for the Town of Barnstable, Centerville, Osterville and Marston Mill's Fire District. Based on this information, CJH Environmental scored the site as a Tier II Disposal Site pursuant to 310 CMR 40.0520(3)(b). The Department reviewed the Tier Classification Package and agrees that the site may be classified as a Tier II Disposal Site pursuant to 310 CMR 40.0520. If new or additional information is obtained which results in the reclassification of the site from a Tier II to a Tier I Disposal Site,the site should be re-scored pursuant to 310 CMR 40.0530(1).. In addition, a Tier Classification Submittal and a Tier I Permit Application should be submitted to the Department within sixty (60) days of re-scoring the.site pursuant to 310 CMR 40.0530(2). STATUTORY LIABILITIES The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c.21E, and the Massachusetts Contingency Plan (the "MCP"), 310 CMR 40.0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this portion of the notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at the property located at 792 Main Street in Osterville, Massachusetts. For purpose of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that you(as used in this letter, "you" refers to Dunhill Companies of Osterville, Massachusetts) are a Potentially Responsible Party ("PRP") with liability under M.G.L. c. 21E, § 5, for response action costs. Section 5 makes the following parties liable to the Commonwealth of Massachusetts: current owners or operators of a site from or at which there is or has been a release or threat of release of oil and/or hazardous material; any person who owned or operated a site at the time hazardous material was stored or disposed of; any person who arranged for the transport,disposal, storage or treatment of hazardous material to or at a site; any person who transported hazardous material to a transport, disposal, storage or treatment site from which there is Barnstable-BWSC/SMP RTN 4-00740 Page 3 of 6 Tier II Status/Notice of Responsibility/IRA Approval or has been a release or threat of release of such material; and any person who otherwise caused or is legally responsible for a release or threat of release of oil or hazardous material at a site. This.liability is "strict,- meaning it is not based on fault, .but solely on your status as an owner, operator, generator, transporter or-disposer. It is also joint,and,several, meaning that each person who falls within one of these categories may be.held liable for all response action costs incurred at the site,regardless of the existence of any other liable parties. The MCP requires responsible parties to take necessary response actions at properties where there is or has been a release and/or threat of release of oil and/or hazardous material. If you do not take the necessary response actions,or fail to perform them in.an appropriate and timely manner, the Department is authorized by M.G.L. c. 21E to perform the work. By taking such actions, you can avoid liability for response action costs incurred by the Department in performing these actions and any sanctions that may be imposed for failure to perform response actions under the MCP. 4 If you do not take the necessary response actions, or fail to perform them in an appropriate and timely manner, the Department is authorized by M.G.L. c. 21E §4 to have the work performed by its contractors, and, by M.G.L. c. 21E §8 to enter any site and areas proximate thereto at reasonable times, and upon reasonable notice, to.undertake assessment, containment and removal actions in order to address the subject release. Should you take the necessary response actions at the subject site, you can avoid liability for response action costs incurred by the Department and its contractors in performing these actions, and any sanctions which may be imposed for failure to perform response actions under the MCP. '} You may be liable for up to.three (3) times all response action,costs incurred by the y Department, including past costs. Response action costs include, without' limitation, the cost of direct hours spent by Department employees arranging for response actions or overseeing work performed by persons other than the Department or its contractors, expenses incurred by the " Department in support of those direct hours, and payments to the Department's contractors. .(For more detail on cost liability, see 310 CMR 40.1200: Cost Recovery.) The Department may also assess interest on costs incurred at the Irate of twelve percent (12%), compounded annually. To secure payment of this debt,the Commonwealth may place liens on all of your property in the Commonwealth. To recover the debt, the Commonwealth may foreclose on these liens or the Attorney General may bring legal action against you. In addition to your liability for up to three(3)times all response action costs incurred by the Department,you may also be liable to the Commonwealth for damages to natural resources caused by the release. Civil and criminal liability may also be imposed under M.G.L. c. 21E, § 11, and civil administrative penalties may be imposed under M.G.L. c. 21A, § 16, for each violation of M.G.L. c. 21E,the MCP or any order,permit or approval issued thereunder. If you are a Responsible Party and you have reason to believe that your performance of the necessary response actions'is beyond your technical, financial or legal'ability, you should promptly notify the Department in writing of your inability in accordance with Chapter 21E, subsection 5(e), and 310 CMR 40.0172.. If you assert and demonstrate in compliance therewith that performing or paying for such response action is beyond your ability, subsection 5(e) provides you with a limited defense to an action by the Commonwealth for recovery of two to three times the Department's Barnstable-BWSC/SMP RTN 4-00740 Page 4 of 6 Tier II Status/Notice of Responsibility/IRA Approval response action costs and 310 CMR 40.0172 provides you with a limited defense to the Department's assessment of civil administrative penalties. You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws that establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties. IMMEDIATE RESPONSE ACTION PLAN APPROVAL In November 1999, the Department received a report titled "Modified Immediate Response Action Plan (Amended), Osterville, Exxon Station, 792 Main Street, Osterville, Massachusetts, 02655,RTN 4-0740"(the IRA Plan)dated November 4, 1999, and prepared by CJH Environmental, Incorporated. The IRA Plan was submitted to address the presence of separate phase product at the site. The Plan proposed that eleven (11) borings be executed at the 792-804 Main Street property. A soil sample will be collected from each boring and analyzed for volatile organic compounds including chlorinated solvents,methyl tertiary butyl ether(MTBE), ethylene dibromide,volatile and extractable petroleum hydrocarbons (VPH/EPH) and the 13 Priority Pollutant Metals. A monitoring well will be installed at each boring and a groundwater sample collected for the analysis of volatile organic compounds including chlorinated solvents, MTBE, ethylene dibromide, -� VPH/EPH and the 13 Priority Pollutant Metals. The Department approves the assessment activities proposed in the IRA Plan. However, the Plan should be expanded to address the containment and removal of the separate phase product and the dissolved please plume pursuant to 310 CMR 40.0410.. The Department requests that the IRA Plan be revised as discussed above and submitted in accordance with the provisions contained 310 CMR 40.0400. ADDITIONAL RESPONSE ACTIONS This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. Additional submittals are necessary with regard to this notification including, but not limited to, for any new IRA conditions, IRA Completion Statement, a Phase II Comprehensive Site Assessment Report (the Phase II Report) and/or an RAO statement. The Phase II Report should address the following: 1. The potential impacts associated with the hydraulic lift, the former septic system including the cesspool,the MDC trap and the leachf eld. 2. Verify that the 500-gallon waste oil UST has been removed. Documentation associated with the removal of the tank should be included in the Phase II Report. 3. The impact of the clay layer on the groundwater flow direction and on the fate and transport of contamination at the site. 4. Expansion of the list of Contaminants of Concern to include total lead. Barnstable-B WSC/SMP RTN 4-00740 Tier II Status/Notice of Responsibility/IRA Approval Page 5 of 6 The MCP requires that a fee of$750.00 be submitted to the Department when an statement is filed greater than 120 days from the date of initial notification. Specific app vRalAO is required from the Department for the implementation of all IRAs and may be required for Release Abatement Measures(RAMS). Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. The MCP requires persons undertaking response actions to perform Immediate Response Actions in response to sudden releases, Imminent Hazards and Conditions of Substantial Release Migration. In accordance with 310 CMR. 40.0426, an Imminent Hazard Evaluation shall be performed as part of an IRA within 14 days of obtaining knowledge of such a condition and shall be submitted to the Department within 60 days. The MCP requires persons undertaking response actions at a site to submit to the Department a Response Action Outcome Statement prepared by a Licensed Site Professional upon determining that a level of No Significant Risk already exists or has been achieved at the site. The Department encourages parties with liabilities under M.G.L. c. 2 1 E to take prompt rom t action in response to releases and threats of release of oil and hazardous materials. Bytaking prompt action, you may significantly lower your cleanup costs and avoid the imposition of reduce the amount of, certain permit and annual compliance assurance fees payable under 310 CMR 4.00 (e.g., no annual compliance and assurance fee is due for Response Action Outcome Statements submitted to the Department within 120 days of the initial date of release notification). If you have any questions regarding the information contained herein, please contact Laura Stanley at the address above, or by telephone at (508) 946-2880. All future communications regarding this release must reference the applicable Release Tracking Numbers: 4-00740. Sincerely, erard M.R. Martin, Chief Site Management&Permits Section M/LAS/ka CERTIFIED MAIL#Z 240 866 461 RETURN RECEIPT REQUESTED cc: Town of Barnstable Town Hall 367 Main Street Hyannis, Massachusetts 02601 ATTN: Warren Rutherford, Town Administrator Page 6 of 6 Barnstable-BWSC/SMP RTN 4-06740 Tier II Status/Notice of Responsibility/IRA Approval cc: Town of Barnstable Board of Health Post Office Box Number 534 Hyannis,Massachusetts 02601 ATTN: Tom McKearn,Director Centerville, Osterville,Marston Mill's Fire District 1138 Main Street Osterville,Massachusetts 02655 ATTN: Craig Crocker Jerry Hoperoft,LSP 56 Prospect Street Norwood,Massachusetts 02062 DEP-SERO ATTN: Millie Garcia-Surette,DRD-BWSC Jonathan Hobill,Regional Engineer Regional Enforcement Office(2 copies) Data Entry i of rewti Town of Barnstable sSTAB Department of Health, Safety, and Environmental Services BAMM 9�A MASS. ��0� Public Health Division P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health December 1, 1999 Mr. Ronald Bolduc Auto Diagnostics of Osterville 792 Main Street Osterville, MA 02655 ORDER TO COMPLY WITH THE BOARD OF HEALTH FLOOR DRAIN REGULATION,PART H,SECTION 1.00 You are hereby notified on September 28, 1999,the Town of Barnstable Board of Health adopted the attached Floor Drain Regulation. All owners/operators of facilities with floor drains connected into a leaching structure have three options: 1. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents, antifreeze, oil and other fluids are washed down the drain,the waste is likely to be hazardous. 2. Connect the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts per million(10 PPM). 3. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at their source. For example, cars should no longdr be washed and floors should no longer be hosed down. Therefore, you are directed to comply with the Board of Health Floor Drain Regulations by informing this department in writing of what your intentions are to comply with the regulation within ten (10) days of receipt of this notice and by completing the work within ninety (90) days. You may request a hearing if written petition requesting same is received within ten(10) days your receipt of this order letter. } Failure to comply with an order of the Board of Health may result in a fee of not less than$200, nor more than $1,000.00. Each day of failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH omas A. McKean Director of Public Health Enc. Board of Health Floor Drain Regulation cc: Ed Jenkins, Town of Barnstable Plumbing Inspector i .tutu �i��nustcs (�f (�s�Pri�ille Jr I , 792 Main Street RONALD BOLDUC j Osterville,MA 02655 508-420-0808 (RAM ENVIRONMENTAL REMEDIATION•ASSESSMENT•MANAGEMENT TIMOTHY F.CONDON PROJECT ENGINEER RAM ENVIRONMENTAL,LLC TEL 508-747-7900,Ext.130 AD FAX 508-747-3658 ONE ROBERTS ROAD PAGER 508 622_2344 PLYMOUTH,MA 02360 email: condont@ramenvironmental.com TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD EA TH 3.Auto Body Shops � �G Q unsatisfactory- 4.Manufacturers COMPANY h h cLB1�d j1G7�t1L• (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS Z-7 Z -fj aA ,, «"r-cek Glass: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS I Case I ots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: (�k Gasoline,Jet Fuel(A) Y Diesel, Kerosene, 2 ) Heavy Oils: waste motor oil (C) Ai k r new motor oil(C) to G aC transmission/hydraulic Synthetic Organics: degreasers ,I Mi eellaneous: i30 j�CS �C 3 1K DISPOSAUR,ECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply vv�'J r~ CLec 4 kv_ r ra, O Town Sewer Public �� Pn-site OPrivate 7iiti.ke-i A;145, Cep G.c *ax-J' rpj 1" Al (/Oren C. d0 3. Indoor Floor Drains YES—K—NO AHolding tank:MDC_�:_ (�, ,(Cw- ' A'E1 Eloz " R Z ""_S O Catch basin/Dry well Z ceo Agz.,i,e- dyn K, , 6 P7 06 �) F J O On-site system <G►- K �e / � a .C61 . ion` vvi_f" 4. Outdoor Surface drains:YES• NO ORDERS: X 71-7cj(5u-7z/ T.TT 7 else 1 l O Holding tank:MDC -14c e- (",5.J�_ o-- ,- v:& L " Crrw f�%cY lo,&c7` O Catch basin/Dry well O On-site system 5.Waste Transporter Name f Hauler Destination ­44 1. C YES NO 2. erson I 'ewe Inspector Date COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS Commissioner �> January 15, 1998 Mr. Bert Fournier RE: BARNSTABLE--BWSC/SMP-4-0740 Hubbard Oil Company, Inc . , Osterville Exxon Station Brooks Road 792 Main Street Post Office Box_ 10 . -TRANSMITTAL #139231 Hyannis, Massachusetts 02601 INITIAL PERMIT APPLICATION M.G.L. c. 21E and 310 CMR 40 .0000 DECISION TO GRANT PERMIT Dear Mr. Fournier: -The', Department of .Environmental Protection, Bureau-,,of-,Waste Site Cleanup (the Department) , ,has concluded -its�_review.of the above-referencedpermit_application;:-.--Using-the criteria contained in the Massachusetts-.,Contingency,- Plan .,(310 1-CMR':"1 40 . 0730) , the Department is issuing you _a 'Tier 'IB 'Permit: ' Attached please find two copies of- this permit for your reference and acceptance. You must notify the Department of your decision to accept or not accept the permit . To accept the permit,- both copies of the Acceptance Statement and the Certification of Submittal (page five) must be signed and one copy of the complete permit must be returned to the Department within thirty days of the date of issuance. If the signed permit is not received within the thirty day deadline, the Department may consider this permit void. Consequently, you may be required- to submit a new permit , application and the appropriate fee in order to obtain. a. permit to conduct response actions . You`may request an :adjudicatory. hearingain accordance with 310.'CMR"4"0 ,'0770. and--as -outlined on pageJfour of the attached permit Aryl:request ' forE an.,adj udicatory,-hearing 'must be made within.;twenty-one days-'.of 3the date on which,-the-Department issued the permit . .. .Please refer :..to ,310 .CMR 40 . 0770 •'and 310 CMRr40-.0050. for conditions under which an adjudicatory hearing may be requested. . 20 Riverside Drive 0 Lakeville, Massachusetts 02347 • FAX(508) 947-6557 • Telephone (508) 946-2700 If no request for an adjudicatory hearing is made, this permit shall become effective twenty-one days after the date on . which the Department issues the permit and the Department' s receipt of your signed Permit Acceptance Statement, whichever is ` later. If you have any questions, please contact James M. Kenny by calling (508) 946-2720 or writing to the "above letterhead address . Sincerely, . rerard M. R.' Martin, Chief , Site 'Management & Permits Section M/JMK/cb CERTIFIED MAIL NO.- Z 333 584 185 RETURN RECEIPT REQUESTED . CC : Warren Rutherford, Town -Manager Town of Barnstable Town Hall 367 Main Street Hyannis, Massachusetts 02601 Timothy McKean Director, Board of Health Town of Barnstable Town Hall 367 Main Street Hyannis, Massachusetts . 02601 Michael J. Pierdnock RAM Environmental, LLC One Roberts Road Plymouth, Massachusetts 023.60 DEP-SERO F ATTN: Andrea Papadopoulos, Deputy Regional Director Mark Jablonski, Permitting Branch- Chief . Data Entry O COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL- AFFAIRS DEPARTMENT OF ErJvIRO ON SOUTHEAST REGIONAL OFFICE d ti~ WILLIAM F. WELD A, �K0 TRUDY CORE Governor P" " q Y 1 Secretary ARGEO PAUL CELLUCCI r7WN 2 jggi DAVID B. STRUHS Lt. Governor c�Bg9r Commissioner copy May 9, 199� L 9 Mr. Bert Fournier RE: BARNSTABLE--BWSC/SMP-4-0740 Hubbard Oil Co. , Inc. Osterville Exxon Station Brooks Road, P.O. Box 10 792 Main Street Hyannis, Massachusetts 02601 TRANSMITTAL #139'231 INITIAL PERMIT APPLICATION M.G.L. c. 21E and 310 CMR 40 .0000 STATEMENT OF TECHNICAL DEFICIENCIES Dear Mr. Fournier: The Department of Environmental Protection.1 (the Department) , has completed its Initial 'Technical Review Period: (T=1) and has determined the permit application to be technically deficient . The following must be submitted to address these deficiencies. 1 . Provide as-built specifications for monitoring wells MW-1 through MW-4 2 . Provide a table of light non-aqueous phase liquid (LNAPL) and groundwater elevation data obtained within the last three months. If this data does not exists, re-gauge all onsite monitoring wells �o determine groundwater elevations and LNAPL thicknesses. Describe the method used to determine LNAPL thicknesses . Tabulate the results and deliver to the Department . 3 . Summarize the current status of the cesspool removal and septic system installation program. 4 . ., The Phase I Report prepared by RAM Environmental indicated that-an Immediate Response .Action (IRA) was required -in -accordance with 310 CMR' 40,. 0313 (3)`. . _'Submit all. pertinent information relevant to the criteria (Zone I of a public water supply well, private well within 500 feet) that requires notification under this provision. 20 Riverside Drive • Lakeville, Massachusetts 02347 • FAX(508) 947-6557 • Telephone (508) 946-2700 L J -2- Pursuant to 310 CMR 40 . 0722, the applicant shall have 30 days from the date of issuance of a Statement of Technical Deficiencies to address the deficiencies. An applicant has the option of proceeding on the record, as it stands (in accordance with 310 CMR 40 . 0722, and 310 CMR 4 . 0.4) at the time, by notifying the Department in writing within 30 days of issuance of the Statement of Technical Deficiencies. An applicant so electing to proceed on the record may not, in any manner, amend, revise, replace, or supplement .the application or supporting material . If the applicant fails to respond to the Statement of Technical Deficiencies within 30 days, the application shall be reviewed on the record. Upon receipt of a response to the deficiencies or the applicant' s notice to proceed on the record or in the event of failure by the applicant to respond, the Department shall have 45 days, subject to adjustment in the schedule pursuant to 310 CMR 4 . 04, to perform a Supplemental Technical Review Period (T-2) Should the application, based on submittal of the additional information still be deemed inadequate, the Department may request additional information during the course of the supplemental Technical Review in accordance with 310 CMR . _ . 4 . 04 (2) (b) 3 .b and 310 CMR 40 . 0722 (a) . In accordance with 310 CMR 4 .04 (2) and 310 CMR 40 . 0720 (3) , the applicant and the Department may, by written agreement, extend any schedule for timely action or any portion thereof . Please provide a response, addressing the above deficiencies, within 30 days of the date of this statement. If you have any questions, please contact James M. Kenny by calling (508) 946-2720 or writing to the above letterhead address . Sincerely, erard M.R. Martin, Acting Chief Site Management and Permits Section M/JMK/ CERTIFIED MAIL NO. P 058 741 122 RETURN RECEIPT 'REQUESTED -3- cc: Warren -Rutherford, Town Manager Town of Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Timothy McKean Director, Board of Health Town of Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Michael J. Pierdnock - RAM Environmental, .LLC One Roberts Road Plymouth, MA 02360 DEP-SERO ATTN: Andrea Papadopoulos, Deputy Regional Director, Mark Jablonski, Permitting Branch Chief Data Entry 1 . e � � s COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL RS I DEPARTMENT OF ENVIRONMENTAL PRO ON SOUTHEAST REGIONAL OFFICE ~ ll��gR �'•CO Ut ,( 1 9 9 � 1 WILLIAM F. WELD v��lEq 9�TR OXE Govemor �EpT retary ARGEO PAUL CELLUCCI C(DPY Ol D STRUHS Lt. Governor B mmissioner March 14, 1997 Mr. Bert Fournier RE : BARNSTABLE--BWSC/SMP-4-0740 Hubbard Oil Co. , Inc . Osterville Exxon Station Brooks Road, P.O. Box 10 792 Main Street Hyannis, Massachusetts 02601 TRANSMITTAL #139231 INITIAL PERMIT APPLICATION M.G.L. c . 21E and 310 CMR 40 . 0000 STATEMENT OF ADMINISTRATIVE COMPLETENESS Dear Mr. Fournier: The Department of Environmental . Protection, Bureau of'.Waste Site Cleanup (the Department) ,. has completed its Administrative Review of the Permit Application for the above-referenced site and determined it to be administratively complete. Accordingly, the Department will begin its Technical Review. According to 310 CMR 4 . 04, the Department now has to complete its Technical Review and issue a final decision to grant or deny the permit . The Department may request additional information during the course of the Technical Review. This Initial Technical Review Period (T-1) shall result in either a decision to Grant or deny the permit, a proposed permit decision, ' or a statement of Technical Deficiencies . Pursuan-_ to 310 CMR 40 . 0722 (2) (e) and 310 CMR 4 . 04 (2) (b) 2 . c . , if a Statement of Technical Deficiencies is issued, the applicant shall respond to the Department within 30 days of issuance of such Statement of Deficiencies by submitting l any additional material to support the application an^ address Y t deficiencies . 20 Riverside Drive • Lakeville, Massachusetts 02347 • FAX(508) 947-6557 0 Telephone (508) 946-2700 -2- ' Withdrawal of the permit application shall be subject to the provisions of 310 CMR 4 . 04 (3) (d) . In accordance with 310 CMR 4 . 04 (2) (e) 3 . f . and 310 CMR 40 . 0720 (3) , the applicant and the Department may, by written agreement, extend any schedule for timely action or any portion thereof . Provided your application is technically adequate, and none of the contingencies outlined in 310 CMR 4 . 04 occur, the Department will issue a final decision wit hin the timeframes listed in 310 CMR 40 . 0722 . You will be entitled to a refund of your application fee should the Department fail to complete its final review of your application and make a decision to grant or deny the permit within these timeframes . If you have any questions, please call James Kenny at (508) 946-2720 . Sincerely; r � erard M. R. Martin, Acting Chief VSite Management & Permits Section M/JMK/cb CERTIFIED MAIL NO. P 058 740 519 RETURN RECEIPT REQUESTED CC : Warren Rutherford, Town Manager Town of Barnstable Town Hall 367 Main Street . Hyannis, MA 02601 Timothy McKean Director, Board of Health . Town of Barnstable Town Hall 367 Main Street Hyannis, MA 02601 - Michael J. Pierdnock RAM Environmental, LLC One Roberts Road Plymouth, MA 02360 , DEP-SERO ATTN: Andrea Papadopoulos; Deputy Regional Director Mark Jablonski, Permitting Branch Chief Data Entry COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL 2 DEPARTMENT OF ENVIRONMENTAL ON SOUTHEAST REGIONAL OFFICE WILLIAM F. WELD w & O -I3DY COXE Governor A q Secretary i� � ARGEO PAUL CELLUCCI � �' D �. STRUHS Lt. Governor � 1 '`Commissioner February 13 , 1997 Mr. Bert Fournier RE: BARNSTABLE--WSC-ASM-4-0740 Hubbard 'Oil Company, Inc. Osterville Exxon Post Office Box 10 792 Main Street Hyannis, Massachusetts 02061 NOTICE OF AUDIT COMPLETION/ RETURN TO COMPLIANCE M.G.L. c. 21E and MCP, 310 CMR 40 . 0000 . Dear Mr. Fournier: The Massachusetts Department of Environmental Protection, Bureau of Waste Site Cleanup (the "Department" ) , on December 13 , 1996, issued a Notice, of .Noncompliance/Notice of Audit Findings (NON/NOAF.) ,,that identified..violations and .deficiences..zin response factions ' at the_,."site.. referenced -"above ,.•:;The NON also 'requested _that you• submit' to "the _Department an.,Immediate Response• Agti-on- -(1RA) -Plan pursuant" to 310.CMR'40,. 0424 .. The. NOAF 'identified a deficiency with the Numerical Ranking System Scoresheets "and required that a Tier IB permit Application be submitted. On January 22, 1997, the Department received the- 'IRA Plan and Tier IB Permit Application submitted on your behalf by RAM Environmental, LLC. The deficiencies identified in the NOAF must be corrected in the Phase II Comprehensive Site Assessment . The IRA has been presumptively approved and must be conducted in compliance with all applicable provisions and timelines specified in 310 CMR 40 . 0400 . The Tier IB Permit Application will ' be . reviewed in accordance with the timelines established in 31.0 CMR 40 . 0720 . The NON contained two violations . The . Department hereby retracts Violation 41 of the NON. After careful review of our records and discussion with Michael Pierdinock, the LSP of Record for the disposal site, the Department concurs with your LSP that the Department had been notified of the presence of floating product at the site . Violation 42 is no longer outstanding since the IRA Plan has been presumptively approved. Additionally,`_ the" Department would "like -to point, out :that the. site' is `located in a,;. recently '.^(March_ 19.9.6) designated "Zone -I I This designation "'was'_."neither -.documented on the Town of,.Barnstable. Revised Groundwater"Prot eci rDitoO strict Map dated,June no the' -1,995" Geographic .Informat ion..System Map. 20 Riverside Drive •-Lakeville;"Massachusetts 02347 FAX(508) 947-6557 • Telephone (508) 946-2700 I i 4 eq. Y -2- The Department acknowledges that the site is now in Compliance with 310 CMR 40 .0000 . The Department also considers the audit initiated for this site on July 30, 1996, to be complete. Further response actions must be conducted and comply with 310 CMR 40 . 0000 . Be advised that completion of this audit does not preclude the Department from conducting future audits and/or enforcement actions to address past, current or future response actions conducted at the site, including the information requested herein. The Department is also not precluded from initiating enforcement actions or conducting inspections at the site to confirm compliance with applicable requirements of other laws or regulations enforced ;by the Department . If you have any questions regarding this letter, please contact -Mary Ellen Smith at (508) 946-2864 . The Department appreciates your cooperation in this matter. Very truly yours, Joseph F. Kowal, Chie Audit. & Site Management Section K/MES/re CERTIFIED MAIL #P 256 393 270 RETURN RECEIPT REQUESTED cc : Board of Health Town Hall 367 Main Street Hyannis, MA 02061 Town Manager' s Office Town Hall 367 Main Street Hyannis, MA 02061 RAM Environmental, LLC P.O.Box 1040 Plymouth, MA 02362 ATTN: Michael Pierdinock, LSP DEP-Boston ATTN: Stephen Winslow DEP-SERO ATTN: Regional Enforcement Office Data Entry M h� � AM C.i. ENVIRONMENTAL REMEDIATION•ASSESSMENT•MANAGEMENT January 16, 1997 Warren Rutherford,Town Manager Town of Barnstable Town Hall 367 Main Street Hyannis, Massachusetts 02601 RE: Site: Osterville Exxon Station 792 Main Street, Barnstable(Osterville),Massachusetts RTN: 4-0000740• RAM Ref.No.: 132.3 Dear Mr. Rutherford: L On behalf of Hubbard Oil Company, Inc., enclosed is a copy of the Public Notice, which will be published in a local newspaper associated with the Tier IB Permit Application to be submitted to the Massachusetts Department of Environmental Protection in connection with the above referenced Site. This notice will be published in the Cape Cod Times, pursuant rtot3F10 CMR 40.0590 and 310 CMR 40.1403 (6). If you have any questions or comments, please contact me at (508) 747-7900, extensions 126,I . • J,•1- 'r '3,V«�.r .? w.l .Ji•'� S 'J:1 ..t.3J. '",l.• 1`- r'.7 t`• _ _ ;. Very truly yours, RAM Environmental, LLG ` Andrew'W, Daniels Principal Enclosure cc: Mr. Timothy McKean, Director, Board of Health DEP, BWSC, Southeast Regional Office �rr�er. Mr.,Bert Fournier, Pr es.,Hubbard Oil Company, Inc. ,�1.1w3`'i!�,t;� ITT_:t:�ifv ;.��xT� U..�x�'�J'?iJ:°:s�� ��}- n .'�..'�s�{�� f � ` } 1 - • •C\132 3\97CORRES\0116RUTH.WPD 1rtr. . ;04 l{T 31{l a d V ry i, D . I��°x � RAM ENVIRONMENTAL,LLC ONE ROBERTS ROAD PLYMOUTH,MA 02360 508-747-7900 FAX 508-747-3658 ' ENVIRONMENTAL N REMEDIATION•ASSESSMENT•MANAGEMENT NOTICE OF AN INITIAL SITE INVESTIGATION AND .- WASTE SITE CLEANUP PERMIT APPLICATION Osterville Exxon Station 792 Main Street . } Barnstable (Osterville), Massachusetts Release Tracking Number 4-0000740 Pursuant to the Massachusetts Contingency Dian (3i0 CMR'40."0480), an Initial Site'Investigation has been performed at the above referenced location. A release•of oil and/or hazardous material has occurred at this location which is a disposal site (as defined by M.G.L. c. 21E, § 2) This site has been classified as a Tier IB(310 CMR 40.0500),and an Initial Tier III Permit application is being submitted on January 17, 1997 to the Department of Environmental Protection (DEP) pursuant to 310 CMR 40.0703. A permit is required to proceed with a Comprehensive Remedial Response at all Tier I sites. Anyone interested in reviewing the permit application should notify DEP.by writing to Department of Environmental Protection, Bureau of Waste Site Cleanup, by February 16, 1997. If anyone notifies DEP of his or her interest in reviewing or submitting comment on the.Tier I permit application, DEP will conduct a public comment review period of twenty (20) days•which shall run concurrently with DEP's Initial Technical Review of the application. Anyone who fails to notify DEP in writing of his/her interest in commenting on the application by the above date may be deemed to have waived his/her rights, if any, to appeal DEP's permit decision or to intervene in an adjudicatory proceeding with respect to this application;pursuant to 310 CMR 40.0770(2). M.G.L. c. 2 1 E and the Massachusetts Contingency Plan provide additional opportunities for public notice of and involvement in decisions regarding response actions at disposal sites: (1) the Chief Municipal Official and Board of Health of the community in which the site is located will be notified of major milestones and events, pursuant to 310 CMR 40.4403; and (2) upon receipt of a petition from. ten or more residents of°the municipality in,which the disposal,site is located., or of a municipality potentially affected by a disposal site, a plan for involving the public in decisions regarding response actions at the site will be prepared and implemented, pursuant to 310 CMR l 40.1405. To obtain more information on this disposal site,and the opportunities for public involvement during its remediation,please contact Michael J. Pierdinock,LSP, RAM Environmental, LLC,One Roberts Road, Plymouth, Massachusetts, 02360 at(508)747-7900, extension 127. C:\132.3\97DOCS\NOTICEI.WPD RAM ENVIRONMENTAL;LLC ONE ROBERTS ROAD PLYMOUTH,MA 02360 508-747;7900 • FAX 508-747-3658 COMMONWEALTH OF MASSACHUSETTS ExEcun E OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENviRoNMENTAL PROTECTION SOUTFIEAST REGIONAL OFFICE WILLIAM F.WELD TRUDY COXE Governor ® Secretary ARGEO PAUL CELLUCCI o DAVID B.STRUHS Lt. Governor Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REOUESTED December 13, 1996 Mr. Bert Fournier RE: BARNSTABLE--WSC-ASM-4-0740 Hubbard Oil Company, *Inc. Osterville Exxon Post Office Box 10 792 Main Street Hyannis, Massachusetts 02061 NOTICE OF RESPONSIBILITY M.G.L. c. 21E and. MCP, 310 CMR 40.0000 NOTICE OF RESPONSIBILITY M.G.L. c. 21E. 310 CMR 40.0000 Dear Mr. Fournier: On August 9, 1996, the Department of Environmental Protection (the "Department") received a report titled "Phase I Initial Site Investigation Report (310 CMR 40.0480) Osterville Exxon Station 792 Main Street Osterville, Massachusetts RTN: 4-000074011, dated August 9, 1996 and prepared by Michael Pierdinock, LSP, License #4078, and a Licensed Site Professional (LSP) Evaluation Opinion Transmittal Form dated August 9, 1996 also prepared by Michael Pierdinock. These reports document a notification of a release and/or threat of release of oil and/or hazardous material at the above referenced property which requires one or more response actions. The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c.21E, and the Massachusetts Contingency Plan (the "MCP") , 310 CMR 40. 0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this Notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility,' the terms and phrases used herein shall have the 20 RhreraMe Drive 0 Lakeville,Massachusetts 02347 • FAX(508)947-6557 9 Telephone (508) 946-2700 i -2- meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release and/or threat of release which has been reported is or may be a disposal site as defined by the M.C.P. The Department also has reason to believe that you (as used in this letter, "you" refers to Hubbard Oil Company, Inc. ) are a Potentially Responsible Party (a "PRP") with .liability under M.G.L. c.21E §5, for response action costs. This liability is "strict", meaning that it is not based on fault, but solely on your status as owner, operator, generator, transporter, disposer or other person specified in M.G.L. c.21E §5. This liability is also "joint and several", meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other, liable parties. The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials. By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c.21E is attached to this notice. Specific approval is required from the Department for the implementation of all Immediate Response Actions (IRAs) , with the exception of assessment activities, the construction of a fence and/or the posting of signs. This site shall not be deemed to have had all the necessary and required response actions taken for it unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. You must continue to employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site. You may obtain a list of the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145. -3- If you have any questions regarding this Notice or any of the requirements contained in it, or believe that you cannot comply with its requirements, please contact Mary Ellen Smith at (508) 946-2864. The Department appreciates your anticipated cooperation in this matter. Very truly yours, vl Joseph F. Kowal, Chief Audit & Site Management Section K/MES/re Attachments: Summary of Liability under M.G.L. c.21E CERTIFIED MAIL #P 256 393 440 RETURN RECEIPT REQUESTED cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Town Manager's Office Town Hall 367 Main Street Hyannis, MA 02601 RAM Environmental, LLC P.O.Box 1040 Plymouth, MA 02362 ATTN: Michael Pierdinock, 'LSP DEP-SERO ATTN: Data Entry COMMONWEALTH OF MASSACHUSETTS ExECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARThIMT OF ENVIRONMENTAL PR,O'iTiMON SOUTHEAST REGIONAL OFFICE WILL]AM F.oVELD TRUDY COXE Governor See etary, ARGEO PAUL CELLUCCI o P'y DAVID B.STRUHS Lt. Governor Commissioner December 13, 1996 Mr. Bert Fournier RE: BARNSTABLE--WSC-ASM-4-0740 Hubbard Oil Company, Inc. Osterville Exxon Post Office Box 10 792 Main Street Hyannis, Massachusetts 02061 NOTICE OF AUDIT FINDINGS M.G.L. c. 21E and MCP, 310 CMR 40.0000, NON-SE-96-3A-061 NOTICE OF AUDIT FINDINGS NOTICE OF NONCOMPLIANCE and INTERIM DEADLINE LETTER This is an important notice. Promptly respond to any requests contained herein. Failure to respond to any such requests could result` in serious legal consequences. Dear Mr. Fournier: On October 29, 1996, you were notified that the Massachusetts Department of Environmental Protection had begun to audit cleanup actions conducted in response to a release of oil and hazardous material at the location described above. This Notice informs you of the results of the. Department's audit. Additional actions must be taken in order to come into compliance with the MCP. Department personnel have found that additional actions must be taken to correct : (1) violations of laws, regulations, orders, permits, or approvals enforced by the Department, and (2) deficiencies in the information used to support the actions you have taken. The activities which are in noncompliance and the actions the Department wants you to "take to come into compliance are described in the enclosed Noncompliance Summary. The Noncompliance Summary (Attachment A) describes: (1) each activity identified during the Audit which is in noncompliance, (2) the requirements violated, (3) the action the Department now wants Hubbard Oil, Inc. , (hereafter referred to as "you/your") to take, and (4) the deadline for taking those actions. An administrative Penalty may be assessed for evert' day from now on that you are in noncompliance. 20 Rhrorskte Drive • Lakeville,Massachusetts 02347 • FAX(508)947-GSU • Telephone (508) 946-2700 -2- DEP REQUESTS ADDITIONAL RESPONSE ACTIONS The Department has also found deficiencies in the actions audited. The deficiencies are described in the Site Memorandum (Attachment B) . The Department requests that you take the following actions to correct those deficiencies and achieve or confirm compliance with the MCP: 1. Within thirty (30) days from receipt of this Notice, submit to the Department a Tier IB Permit Application (BWSC 02) . The permit application will include all necessary submittals as required by 310 CMR 40.0703. 2. All other identified deficiences should be addressed in the Phase II Comprehensive Site Assessment. You do not need further Department approval to take these actions. To respond to the Department's request, please complete the additional measures the Department has specified and then submit the appropriate documentation of your actions for each deficiency. DEADLINE FOR RETURNING TO COMPLIANCE You are advised to complete the measures the Department has specified within the Interim Deadline in the Noncompliance Summary to avoid further enforcement action by the Department. Finally, in Section VI of the Site Memorandum, the Department has provided additional observations and recommendations related to the implementation of requirements applicable to your actions. DEP provides those comments to assist you and your LSP to better understand the Department's interpretation of the Massachusetts Contingency Plan. Those comments do not constitute violations or deficiencies. Therefore, you do not need to respond to them. DO NOT IGNORE THIS NOTICE. Failure to correct the violations and deficiencies identified and provide documentation of such action to the Department may subject you to enforcement action by the Department. The Department may conduct a follow-up audit to determine whether the required actions have been taken. If the Department finds that the violations and deficiencies have not been corrected, then the Department may issue a Notice of Noncompliance (NON) , Notice of Intent to Assess a Civil Administrative Penalty (PAN) , administrative enforcement order, / Notice of Responsibility (NOR) , Notice of Intent to take Response Action (NORA) , Administrative Consent Order, Unilateral Order, or seek a Judicial Judgement as appropriate. You may also be subject to cost recovery under 310 CMR 40. 1200 for failure to perform response actions at the disposal site. -3- LICENSED SITE PROFESSIONAL A copy of this Notice has been sent to Michael Pierdinock, the Licensed Site Professional (LSP) -of-record for your disposal site. You may consult with the LSP-of-record when preparing a response to this Notice. Note, however, that you, not your LSP, are obligated to respond to this Notice and remedy the deficiencies. Also note that any submittals to the Department made in response to this Notice must include the certification provided in Attachment C signed by an authorized individual as specified in 310 CMR 40.0009. LIMITATIONS The Department relies- upon the accuracy of the information reviewed during the Audit to make these findings. These findings do not: (1) apply to actions or other aspects of the site that were not ,reviewed in the Audit, (2) preclude future audits of past, current, or future actions at the site, (3) in any way constitute a release from any liability, obligation, action or penalty under M.G.L. c. 21E, 310 CMR 40. 0000, or any other law, regulation, or requirement, or (4) limit the Department's authority to take or arrange, or to require any Responsible Party or Potentially Responsible Party to perform, any response action authorized by M.G.L. c. 21E which the Department deems necessary to protect health, safety, public welfare or the environment. If you have any questions regarding this Notice or any of the requirements contained in it, or believe that you cannot comply with its requirements, please contact Mary Ellen Smith at (508) 946-2864. The Department appreciates your anticipated cooperation in this matter. Very truly yours, J6' eph F. Kowal, Chief Audit & Site Management Section K/MES/re CERTIFIED MAIL #P 256 393 439 RETURN RECEIPT REQUESTED Attachments: A. Noncompliance Summary B. Site Memorandum C. Certification of Submittals cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 -4- cc: Town Manager's Office Town Hall 367 Main Street Hyannis, MA 02601 RAM Environmental, LLC P.O.Box 1040 Plymouth, MA 02362 ATTN: Michael Pierdinock, LSP DEP-Boston .ATTN: Stephen Winslow DEP-SERO ATTN: Mark Jablonski, Site Management and Permitting ATTN: Gerry Monte, Section Chief, Compliance and Enforcement ATTN: Data Entry i i I , 'i ATTACHMENT A NONCOMPLIANCE SUMMARY NON-SE-96-3A-061 LSP Of RECORD: Michael Pierdinock, License# 4078 ENTITY IN NONCOMPLIANCE :Hubbard Oil Company, Inc. LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: WSC-4-0740 792 Main Street Barnstable, Massachusetts DATE WHEN NONCOMPLIANCE OCCURRED-OR WAS OBSERVED AND DESCRIPTION OF ACTIVITY IN NONCOMPLIANCE 1. By August 11, 1996, you failed to notify the Department within 72 hours of obtaining knowledge that a release to the environment indicated by the presence of a subsurface Non- Aqueous Phase Liquid (NAPL) having a measured thickness greater than 1/2 inch was present at the site. This is a violation of 310 CMR 40.0313. , 2. You failed to conduct an Immediate Response Action (IRA) in violation of 3-10 CMR 40.0412 (2) . An IRA is required at all sites that trigger a 72 hour notification requirement. DESCRIPTION OF REQUIREMENTS) NOT COMPLIED WITH 1. Pursuant to 310 CMR 40. 0313 notification must be made to the Department within 72 hours of obtaining knowledge of a release to the. environment indicated by the presence of a NAPL having a measured thickness greater than 1/2 inch. 2 . Pursuant to 310 CMR 40.0412 (2) an IRA shall be conducted at sites where a release of oil and/or hazardous material has occurred which requires notification to the Department under the 72 hour notification provisions of 310 CMR 40. 0313. DESCRIPTION OF DEADLINES) OF ACTION'TO BE TAKEN Within thirty (30) days from receipt of this Notice, submit to the Department an IRA Plan pursuant to 310 CMR 40.0424. This constitutes an Interim Deadline in accordance with 310 CMR 40.0167. Department of Environmental Protection DATE: (� f' oo �, BY: A seph F. Kowal, Chief Audit and Site Management Section } Attachment B SITE MEMORANDUM I. ACTIONS AUDITED The Audit included a review of the following: ■ Phase I Report ■ A Tier II Classification Submittal ■ Transition Provision II. AUDIT ACTIVITIES The Audit consisted of the following activities: ■ A review of relevant documents in the Department's file for the subject site, specifically: A report titled "Phase I Limited Site Investigation 792 Main Street Osterville, Massachusetts LCR No. 248611, prepared by LCR, Inc. , and dated December 4, 1989 A report titled "Phase I Initial Site Investigation Report (310 CMR 40. 0480) Osterville Exxon Station 792 Main Street Osterville, Massachusetts RTN: 4-000074011, dated August 9, 1996 and prepared by Michael Pierdinock, LSP, License #4078. A Licensed Site Professional (LSP) Evaluation Opinion Transmittal Form dated August 9, 1996 also prepared by Michael Pierdinock. ■ A Notice of Audit dated October 29, 1996. ■ A meeting attended by the Department, Donna Moirandi, of the Town Barnstable Department of Health, Safety & Environmental Services and Michael Pierdinock the LSP of record to discuss the preliminary audit findings. ■ A site inspection on November 6, 1996, that included a site walkover, gauging groundwater from MW-1 through MW- 4 and a visual inspection of the onsite building, and current and former oil and hazardous material storage, treatment, and disposal areas. III. SITE INSPECTION/SITE SUMMARY The site is situated on a portion of the property located at 749 Main Street, Barnstable, Massachusetts. The property is occupied by the Osterville Exxon gasoline station located in a mixed commercial residential area. The site is located within a mapped -Zone II for the Town of Barnstable drinking water wells. A Zone II is the area of an aquifer which contributes water to a well under the most severe pumping and recharge condition that can be realistically anticipated. L 1 -2- In 1989 a release of gasoline associated with a 4, 000-gallon underground storage tank was detected at the site during a tank tightness test. The 4, 000 gallon UST was subsequently removed. An assessment which consisted of the installation of four groundwater monitoring wells (MW-1 through MW-4) and the advancement . of two soil borings was also conducted at that time. During the assessment, 1 foot of free phase product was observed in MW-3 and 1/4 inch of product was observed in MW-4. In November of 1989 it was reported that "the remaining USTs were removed from the site" . At the time the USTs were removed, approximately 200 cubic yards of contaminated soil were excavated and disposed. In June of 1996, six soil borings were advanced downgradient and crossgradient of the former UST location, and the four existing monitoring wells were sampled. The results of the recent assessment showed that gasoline impacted soil likely encompasses the area in and adjacent to the former and current USTs. Gasoline and solvent impacted groundwater was detected downgradient of the USTs and possibly has migrated beyond the property boundary. . Approximately 1/4 inch of product was observed in MW-3 , in June 1996. Also in 1989, the site was listed as a Location To Be Investigated by the Department. The Department received a Phase I Initial Site Investigation Report (Phase I) and a Numerical Ranking Score (NRS) on August 9, 1996. The site inspection included a site walkover, gauging groundwater in MW-1 through MW-4 and a visual inspection of the onsite building, and current and former oil and hazardous material storage, treatment, and disposal areas. Free product was not observed during gauging of the four monitoring wells. IV. SUMMARY OF DEFICIENCIES The Department has identified the deficiencies listed below. Steps which should be taken to correct each, deficiency are also specified. 1. Deficiency: There were several errors identified in the Numerical Ranking System (NRS) Score sheets submitted for the site. The NRS score submitted was 272 . However, the revised score after the corrections should be 452. This score requires a Tier IB Permit'. The following NRS errors were identified in the Numerical Ranking 'System (NRS) Score sheets: Section II. B - The Groundwater Potential Exposure Pathway should have scored the site as being located within a mapped Zone II. This would change the score from 20 points to 100 points. -3- Section III. A - The Oil and Hazardous Material Score should have scored the NAPL as being 12 inches, which would change this section from 35 to 70 points. Section III. B - The compound 1,1,2,2, Tetrachloroethane should have been scored as 45 points instead of benzene as 25. Therefore, an additional 55 points should be added to the total score of Section III. Section IV. C - Because the site is located within a mapped Zone II the Water Use would score an additional 70 points changing the score for Section IV. C. from 0 to 70 points. Section V.B.- This Section did not need to be scored. Therefore, 25 points should be subtracted form this section for a score of 0. Steps to be taken to correct the deficiency: Within thirty (30) days from receipt of this Notice, submit to the Department a Tier IB Permit Application (BWSC 02) . The permit application will include all necessary submittals as required by 310 CMR 40.0703 . 2 . Deficiency: Monitoring wells on site were constructed with five (5) feet of screen at 20' to 25' below ground surface. Groundwater in the vicinity of the site is approximately 19 to 20 feet below ground surface. Therefore, the monitoring wells are not constructed in a manner to intercept the groundwater interface. Should free product be present, the monitoring wells would not be able to intercept it. Additionally,- none of the monitoring wells were equipped with locking caps. Steps to be taken to correct the deficiency: As part of the IRA Plan and/or The Phase II Comprehensive Site Assessment, monitoring wells should be replaced in accordance with the Department's "Standard References for Monitoring Wells" Policy, WSC-310-91 to characterize groundwater at the site. 3 . Deficiency: Reportedly, vapors and small amounts of oil were found in the on site cesspool. The cesspool was not assessed during the Phase I as a potential source of contamination. Steps to be taken to correct the deficiency: As part of the Phase II Comprehensive Site Assessment the cesspool shall be assessed as a potential source of contamination. 4. Deficiency: The Phase I documents that the site has historically been used as a gasoline service station. Records show that- the following USTs have been installed on site. f• r 1961 - 3 4,000-gallon gasoline 1 1,500-gallon waste oil 1 1,500-gallon fuel oil 1971 1 500-gallon waste oil 1976 1 500-gallon fuel oil 1989 2 6,000-gallon gasoline 1 4,000-gallon gasoline The Phase I Report did not document which tanks had been removed from the site. Steps to be taken to correct the deficiency: As part of the Phase II Report, documentation that all tanks not currently in use have been removed from the site shall be provided. If written documentation can not be obtained then refer to the Department's "Standard References for Monitoring Wells" Policy, WSC-310-91, chapter 8, Geophysical Surveys, for alternative methods of assessing the potential for abandoned USTs. V. ADDITIONAL CONVENTS The following contains observations and recommendations from , the Department on the actions that were audited. These observations and recommendations do NOT constitute deficiencies or violations and require no response to the Department from you. Instead, they are included to help you and your LSP better understand the Department's interpretation of M.G.L. c. 21E, 310 CMR 40. 0000, and other requirements applicable to the site. Numerous 55-gallon drums were observed on site. None of these drums were properly stored , nor the contents labeled. Additionally, there were piles of batteries and discarded tires on site. The general housekeeping of both oil and hazardous materials was poor. The storage and handling of oil and hazardous material on site represents a potential threat of release. '3 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE WILLIAM F.WELD TRUDY COXE ? Governor Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Lt. Governor Commissioner October 29, 1996 Mr. Bert Fournier RE: BARNSTABLE--WSC-ASM-4-0740 Hubbard oil Company, Inc. Ostervilie Exxon. Post Office Box 10 792 Main Street Hyannis, Massachusetts 02601 NOTICE OF AUDIT/SITE INSPECTION, M.G.L. C. 21E and MCP, 310 CMR 40.0000 NOTICE OF AUDIT This is an important notice. Promptly respond to any requests contained herein. Dear Mr. Fournier: i Massachusetts General Law Chapter 21E requires the Massachusetts Department of Environmental Protection, Bureau of Waste Site Cleanup (the "Department") , to audit response actions not approved by the Department at sites of releases of oil or hazardous material to ensure that these actions are being conducted according to M.G.L. c. 21E, the Massachusetts Contingency Plan (MCP) , and other relevant laws and regulations. The MCP at 310 CMR 40. 1100 establishes procedures for conducting such audits. The site referenced above has been selected by the Department for an audit. The audit will be conducted by Department staff of the Southeast Regional Office ' in Lakeville. The audit will initially focus on the Licensed Site Professional Evaluation Opinion and the Phase I, Initial Site Investigation Report, dated August 9, 1996. Both documents were prepared by Michael Pierdinock, .a Licensed Site Professional, License #4078. Additional response actions may also be evaluated as appropriate. This Notice describes the scope of the audit. and the type of audit activities the Department initially intends to perform along with your responsibilities and relevant deadlines. A fact sheet and flow chart that describe the audit process are also included as part of this Notice. Note that, during an audit, response actions can proceed as planned unless you are otherwise notified by the Department. I f ` 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946-2700 J -2- j Request for Site Inspection. Pursuant to M.G.L. c. 21E §§ 2, 4, and 8, 310 CMR 40. 0166, and ' 310 CMR 40. 1120 (1) employees, agents, and contractors of the Department may enter any site or vessel to investigate, sample, or, inspect any documents, conditions, equipment, practice, or property as part of the audit. The Department requests an appointment to inspect the site on November 8, 1996, at 2:00 p.m. , and discuss issues relevant to this audit. The inspection will be conducted by Mary Ellen Smith of the Audit and Site Management Section. Your LSP, is requested to attend. Please call Mary Ellen Smith within seven (7) days of receipt of this Notice at (508) 946-2864 if you will need to arrange an alternative date or time. The Audit shall consist of the following activities: ■ A review of relevant documents in the Department's file for the subject site, along with submitted reports, specifically: A report titled "Phase I Limited Site Investigation 792 Main Street Osterville, Massachusetts LCR No. 248611, prepared .by LCR, Inc. , and dated December 4, 1989 A report titled "Phase I Initial Site Investigation Report (310 CMR 40. 0480) Osterville Exxon Station 792 Main Street Osterville, Massachusetts RTN: 4-000074011, dated August 9, 1996 and prepared by Michael Pierdinock, LSP, License #4078 . A 'Licensed Site. Professional (LSP) Evaluation Opinion Transmittal Form dated August 9, 1996 also prepared by Michael Pierdinock. { ■ Gauging of monitoring wells MW-1 through MW-4 as described in the report titled Phase I Initial Site Investigation Report. ■ A visual inspection of all the onsite buildings, all current and former oil and hazardous material storage, treatment, anu disposal areas and any other area(s) not previously mentioned where response actions may have been conducted. Please submit any additional documentation associated with the response actions performed at the site not previously submitted to the Department which you would like to be included as part of the audit. Any submittal made in response to this Notice' must contain, the enclosed certification of submittal per 310 CMR 40.0009. At the completion of this phase of the audit the Department may: III_ I -3- ? (1) issue a Notice of Audit Findings which may include a statement of violations or deficiencies and steps to correct those violations or deficiencies. (2) request a meeting with you, and if you choose, a representative, to discuss response actions and other supporting evidence to demonstrate compliance and then issue a Notice of Audit Findings. (3) conduct further site investigations and then issue a Notice of Audit Findings. (4) issue a Notice of Audit Findings that sets an Interim Deadline to correct violations or deficiencies or to prepare an Audit Follow-up Plan. (5) initiate enforcement actions listed at 310 CMR 40. 1140(2) if violations of M.G.L. c. 21E or the MCP have been identified. If you have any questions regarding this Notice or any of the requirements contained in it, or believe that you cannot comply with its requirements, please contact Mary Ellen Smith at (508) 946-2864 . The Department appreciates your anticipated cooperation in this matter. Very truly yours, Joseph F. Kowal, Chief Audit and Site Management Section K/MES/cb Enclosures: Fact Sheet Flow Chart Certification of Submittal CERTIFIED MAIL NO. P 337 629 883 RETURN RECEIPT REQUESTED cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Town Manager's Office Town Hall ` 367 Main Street Hyannis, MA 02601 RAM Environmental, LLC P.O.Box 1040 Plymouth, MA 02362 DEP-SERO ATTN: Data Entry TOWN OF BARNSTABLE HE OFFICE OF BABISTM BOARD OF HEALTH 7 MANL p� i639' �� 367 MAIN STREET MAY k HYANNIS' MASS.02601 October 7, 1996 Bert Fournier B & E Fournier P. 0. Box 10 Hyannis, MA 02601 RE: 792 Main Street, Osterville Dear Mr. Fournier: Thank you for sending your representative, Andrew Daniels, to the Board of Health public hearing on October 1, 1996 regarding the conditions at 792 Main Street, Osterville. However, the Board of Health voted unanimously to order you to remove the contaminated soil and to upgrade the onsite sewage disposal system as soon as possible. In the meantime, you are ordered to pump the existing cesspool, daily if necessary, to ensure that it does not overflow onto the top of the ground. Health Inspector Donna Miorandi was instructed to continue to issue non-criminal citation tickets in the amount of$25. each will be issued each day the cesspool is overflowing and a health inspector observes raw sewage on the ground. PER ORDER OF THE BOARD OF HEALTH Susan G. Ras , R.S. Chairman Board of Health Town of Barnstable TM/bcs bert 09/20/96 11:113 V1 508 747 3658 90.01 RAM P a 9V a co ENvmoNw NTAL o REMEDIATION ASSESSMENT MANAGEMENT (}1 I -Facsimile Transmittal Sheet - 1 ' i Date: Friday, September 20, 1996 Pages: 23 (including this cover sheet) ...�.h. ..a. To: Donna Miorandi Town of Barnstable-Board of Health Fax No.: 508-775-3344 From: Michael I Pierdinock, LSP, C MM Principal Subject: RE: Osterville Exxon Station Donna, Attached are the analytical results from the UIC closure conducted last Thursday at the Osterville Exxon Station. Please note that none of the compounds exceed the DEP Reportable Concentrations for RCS-1 soils as outlined in 310 CMR 40.0361 and 40.1600 in the MCP. The locations of the soil samples collected is set forth below: -MH-1/SS 1 was collected two feet below the base of the former MDC trap (approx. 8' below grade); -MH-1/SS3 was collected eight feet below the base of the former MDC trap (approx. ,14' below grade); - AM-1/SS4 was collected ten feet below grade, approximately eight feet I northwest from the center of the former MDC trap; -NM-1/SS5 was collected ten feet below grade approximately 15 feet RAM ENVIRONMENTAL,LLC - 140 SAMOSE.STREET - P.O.BOX 1040 • PLYMOUrK MA 02362 • 508-747-7900 • FAX 508-747-3658 i I 09/20/96 11:11 el 508 747 3658 R 002 ENVMONWNTAL REMEOIATION•ASSESSMENT•MANAGEMENT I I , -NM 2/SS1 was collected two feet below the edge of the precast leachpit located approximately 15 feet southwest from the former NWC trap (center to center). Photo-ionization detector readings taken in the field support the laboratory results with respect to nature and extent of impacted soils. I If you have any questions or comments, please contact me at 508-747-7900, extension 127. This telecopy s;privileged and confidential and contains information intended only for those persons named above. Any other distribution,copying,or disclosure is strictly prohibited. If you have received this telecopy in error,please notify RAM Environmental immediately by telephone,and please return the original to us without making a copy. I j i I i i I i ( i I, • i ( I 09/20/96 11:12 01 508 747 3658 R 003 GeoLabs, Inc. Envlror�neental Laboratorlts . Phone: (617)878-1346 Fax: (617)871.7069 PREPARED FOR; Ram Environmental 140 Samoset PO BOX 1040 Plymouth, MA 02362 Att: Mike Pierdinock i PROJECT ID: Osterville Exxon VIC Removal GEOLABS CLIENT #: 1411-96 i SAMPLE NUMBER: 46207-46212 � LL DATE PREPARED: September 19, 1996 PREPARED BY: Suzanne Pidgeon m APPROVED BY: � ne�loi Jim rn L ratory Director li f Location: 400 Hingham Street Malling Address: PO Box 254 j Rockland,MA 02370 Accord,MA 02019 , I 10 39Vd ` . S>3��03� 690LUBL19 6ti:Li 0661/10/10 i 09/20/96 11:12 1&1 508 747 3658 R 004 i I i i w i i GEOLABS, INC. I P.O. BOX 254 ACCORD, MA 02018 (617) 878-134.6 CLIENT NAME; Fjkm SOIL SNVIA01iMtIQTAL PROJECT ID; OSTERVILLE SAMPLE TYPE; SOIL REPORT DATE: 09/19/96 COLLECTION DATE: 09/12/96 ANALYZED BY: SRW 09/16/96 REC'D By LAB: :09112/96 EXTRACTION DATE: 09/13/96 COLLECTED BY; ;CLIENT DIGESTION DATE: N/A i i j PRTROXI'm AYDaDCARBON acm 8AW&B NUlf A 46207 D$TECTIOH 8A1PLL LOCATION' MH-1/SS-1 LXKXT i i �mU/kq) ' RESULTS - AS@HALT ND I 10 COAL TAR ND 10 DIESEL/FUEL 42 NO 10 . i FUEL 84 Nn 10 FUEL 16 10 ND I GASOLINE ND 10 KEROSENE ND 10 i M2NERL OIL ND 10 MINERAL SPIRITS ND 10 MOTOR OIL 398 10 PARAFIN OIL ND 1Q i I TURPENTINE ND 10 i i 4UAWTITATBD USING TRR 11082 3=1LAA I BTA=. X=; GA8OLINZ 107 10.0 ND ! NOT DETECTED i 1l•thod 1t•t•r•eC•i Modified 8100 �1) 1) U.S. EPA, 1986.. SW-846 Test Methods for Evaluating Solid Waste., Office of Solid Waste and Emergency Response, Washington, D.C. I I i I i z0 39tid SHV-1039 690LTLSLL9 Eb:LT b66t/T01t0 i i � 09/20/96 11:13 $1 508 747 3658 [ I005 j I I GSOLAH$, INC. .�. sox 2S4 Acco9w, MR nose . (617) 878-13419 CLIENT NAME: RAX ENVIRORMY TAL PROJECT ID: OSTERVILLE SAMPLE TYPE: SOIL REPORT DATE: 09/19/96 COLLECTION: DATE: 09/12/96 ANALYZED BY: REC'D BY LAB: 09/12/96 EXTRACTION DATE: SRW 09916/96 COLLECTED 8Y; CLIENT DIGESTION DATE: N/A P9'TMijEW1 BYDRockABW $CAN i 8A1[?Li N0X8lR 462Q6 DEZECTION BAMPL= LOCATION HH-I/SS-3 L=MI? (mV/k4) i RESMT8 j ASPHALT ND 10 COAL TAR ND I 10 DIESEWF'UEL #2 ND I 1Q I FUEL #4 ND 1.0 FUEL #6 ND 10 � cAsaLZNs 72 .2 10 KEROSENE ND 10 i MINERL OIL ND I 10 MINERAL SPIRITS ND 10 MOTOR OXL 73 . 0 10 PARAI IN OIL ND 10 I TURPENTINE ND 10 ND ■ NOT DETECTED method �tef�seac•: ; Modified 8100 tit i 1) U.S. EPA, 1986, SW-846 Test Methods for Evaluating Solid Waste., office of Solid Waste and Emergency Response, Wa9hingtOn, D.C. i 1I. I i i j E0 3Jtld SSV1039 690LTL8LT9 EV:LT b66T/T0/T0 i 09/20/96 11:13 el 508 747 3658 R 006 i I I ' jGEOTABs, ryc. ! P.O. RON 254 i ]►CCOAD• NA 62018 i (617) 070-1346 i s�LBT TYPE: RAM ENVIRONHgNTAL PROJECT ID: SOIL OSTERVILLE COLLECTION DATE: 09/12/96 REPORT DATE: 09/19/96 RECOD BY LAB: 09/12/96 ANALYZED BY: 9RiP 09/16/96 COLLECTED BY: CLIENT EXTRACTION DATE: 09/13/96 DIGESTION DATE: N/A I PXTROLEM HYDROCARgM SCAN k SAMFLN NVM9lA 46209 SAKPLE LOCATION MH-1/SS�3D DETXCTION I LIKIT RESULTS (,oQ/1c9� ASPRALT ND 10 COAL TAR ND 10 DIESEL/FUEL' #2 ND 10 FUEL #4 ND 10 FUEL #6 ND 10 GASOLINE ND 10 KEROSENE ND 10 MINERL OIL ND i 10 MINERAL SPIRITS ND 10 MOTOR OIL 76 . 1 10 PAPAFIN OIL ND 10 . TURPENTINE ND 10 i QUAN'ZITATRD USrkr, TKs 1(OBT SIMILAR 8TA91DaRD:. GASOLINE 38 . 8 1Q ND � NOT DETECTED Moth®d AEtereaea; Modified 8100 (1) 1) U.S. EPA, 1986. -SW-846 Test Methods for Evaluating Solid Waote., Office of Solid Wagte and Emergency Response, (Washington, D.C. i I 00 39bd S9V-1039 690LTLBLI9 Eb:LL 066i/10/L0 09/20/96 11:1.4 $`1 508 747 3658 Rg07 i . GEOLASS, nm. P.O. BOX 254 ACCORD, NA 02018 (617) .878-1346 CLIENT NAME. RAN lItVIRONiIlNTAL PROJECT ID- OSTERVILLE SAMPLE TYPE: SOIL REPORT DATE: 09/19/9$COLLECTION"DATE: 09/12/96 ANALYZED BY: SRW 09/16/96 REC"D 8Y LAB: 09/12/96 EXTRACTION DATE: 09/13/96 i COLLECTED BY: CLIENT DIGESTION DATE: N/A i YlTRGLEUM RYDROCAR$ON sew j SANpLZ NVl®!A 46210 D�TlCTZON 8A![pL! LOCATION MH-1/SS-4 LIMIT tm4/1t4' i RESULTS (WAS) ASPHALT ND i 10 COAL TAR ND 10 i DIESEL/FUEL #2 ND 1.0 I FUEL 04 ND 10 FUEL 16 ND 10 GASOLINE ND 10 i KEROSENE ND 10 MINERL OIL ND 10 MINERAL SPIRITS ND 10 - MOTOR OIL . ND 10 i PARAFIN OIL ND 14 j TURPENTINE ND 10 I ND ' NOT DETECTED I _ method Reference: i • j Modified 8100 (1) i 1l U.S. EPA, 1966. SW-846 Test Methods for Evaluating Solid Waste., Office of Solid W&8te and Emergency Response, Washington, D.C. i I i I I 5@ 39bd SEV-1039 690LILBLI9 EV:L1 h66i/i0/1; 0 09/20/96 11:15 el 508 747 3658 RP08 GaOLABS, INC. P.O. BOX 234 nnco HA ozois i (617) 078-1346 I CLIENT NAME: 1LA4[ ENVIRONMENTAL PROJECT ID: SAMPLE TYPE: SOIL OSTERVILLE COLLECTION DATE: 09/12/96 REPORT DATE; 09/19/96 REC'D BY L7W: 09/12/96 ANALYZED BY: SRW 09/16/96 ! COLLECTED BY: EXTRACTION DATE: 09/13/96 CLIENT DIGESTION DATE: N/A i i PETROLEUM g7MON SCAN i BALs NOMASR 46211 BAKOLE LOCATION DBTECTION MI{-11SS-5 LINXT (agri kq) RESULTS (Ma/kq) ASPHALT ND ' 10 j COAL TAR ND 10 DIESEL/FUEL #2 ND 10 FUEL .#4 ND 10 FUEL f6 ND 10 GASOLINE ND 10 i XEROSENE i ND 10 j MZNERL OIL 10 jRD i MINERAL SPIRITS ND 10 MOTOR OIL ND 10 PARAFIN OIL ND j 10 TURPENTINE ND 10 i i ND R NOT DETECTED t i K*thod Referena�: Modified 8100 (1) i i 1) U.S. EPAj 1986. SW-846 Test Methods for Evaluating Solid waste., Office of Solid Waste and" Emergency ResPOnae, Washington, D.C. i ! j 9.0 3JCd SS�103�J 690LTLBLT9 Eb:LI 1766T/10/T0 09/20/96 11:15 $1 508 747 3658 a0.09 OZQLAB8, T . P.O. Box 254 ACCORD, WA 02018 (617) 878-13.46 CLIENT NAME: RJ1l1 ZNVIROi7![ZNTAL PROJECT ID: OSTERVILLE SAMPLE TYPE. Soil. REPORT DATE: COLLECTION: DATE: 09/12/96 09/19/96 RECID BY LAB: 09/12/96 ANALYZED BYt SRw 09/16/96 COLLECTED aY; EXTRACTION DATE: 09/13/96 CLIENT DIGESTION DATE: N/A PHTROLICUM RYDROCARBOW SCAN BAMPLZ NVMBZR 46212 SAMFLZ LOCATION DZTZC'ItON MH-2/SS-1 LIMIT i _RZSULTS (eq/kq) i ASPHALT ! ND 10 COAL TAR ND 1.0 i DIESEL/FUEL #2 ND 10 FUEL #4 ND 10 FUEL 06 xo 10 GASOLINE ND 10 KEROSENE ND 10 MINERL OIL ND i 10 MINERAL SPIRITS ND i 1Q MOTOR OIL . 32 . 3 I 10 PARAFIN OILNO . 10 TURPENTINE ND 10 ND - NOT DETECTED ' I Method Reference: Modified 8100 (1) 11 U.S. EPA, 1986. SW-846 Test Methods for Evaluating Solid waste., Office of Solid Waste and Emergency Response, Washington, D.C. I L8 39Vd SHv7039 690LIL8L19 Eb:Ll 17661/10/10 i - y 09/20/96 11:16 1&1 508 747 3658 R 010 I i t GzOLA89, INC_ I P.O. BOX 2t4 EOM, J% 02018 (617) 87$.1346 CLIENT NAME: PROJECT ID; R>A!! aNYIRORlS)SNTAL i SAMPLE TYPE: SOIL 05TERVZ:LLEREPORT DATE: 09/19/96 COLLECTION DATE: 09/12/96 ANALYZED BY: ZYZ 09/16/96 , REC'f0 BY LAg: 09/12/96 EXTRACTION DATE: N/A COLLECT$D BY: CLIENT DIGESTION DINE: N/A VOUTILz ORQuacS ANALY518 I 6AKVXX RUKazR: 46207 S]1lfnL8 LOCATION: MH-1/SS-1 D>ZsiCTION � LIMIT I RlSVLTS i (u9/1 (r) Benzene ND i Bromobenzene 5.0 ND Bromochloromethane NO 5.0 aromoformND 5.Q Mtomomethane 5.0 n-butylbenz,ene ND 5.0 ND Carbon tetrachloride 5.0 Chlorobensene ND RD 5.0 chloroethane 5.0 j Chloroform IO 5.0 Chloromethane 5.0 ND 2-Chlorotoluene 5.0 4-Cbloretolusna : ND 5.0 Diaromomethana 47 . 5.0 ND Dibromochloromethane 5.0 ND Dichlorobromomethane 5.0 Dichlorodifluoromethane 5.0 ND ` 1,1-Dichloroethane 5.0 ND 1,1-Dichloroethene 5.0 I'l-Dichloro ro ND 5.0 p pane ND 5,0 i 1,2-Dibromeethane 1,2-Dibromo-3-chloropropane ND ND 5.0 I 112-DichlorpbenzeneND 5,0 1,2-Dichloroethane 5.0. 1,2-Dichloropropane ND 5.0 I 1,3-Dichlorobenzene NO 5.0 1,3-Dichloropropane ND ND 5.0 1,4-Dichlorobenzene 5.0 NO 202-Dichloropropane ND 5.0 0-1,27Dichloroethene 5.0 e-1,3-Dichloropropene ND ND 5.0 it-1,2-Dichloroethene NO 5.0 i 5.0 i i I � i f I i B6 39dd 039 696LILBLL9 C17:11 066E/T9/i0 09/20/96 11:17 $1 508 747 3658 Z011 GEOLa88, INC.. P.O. BOX.254 i ACCORD, WA 02010 (617) 878-1346_..... I 1 CLIENT NAME: 'ULM ZNVXRO)MNTAL i SAMPLE TYPE: SOIL PROJECT ID: OSTERVILLE COLLECTION DATE: 09/12/9fi REPORT DATE: 09/19/96 REC'D BY LAB: 09/12/96 ANALYZEp By: ZYZ 09/16/96 COLLECTED BY: CLIENT EXTRACTION DATE: N/A DIGESTION DATE: N/A VOLUILZ ORGANICS ANALY8t8 i i 974MPLZ NQlLB7CR: 46207 BANgL= LOCATION: MR-1/SS-1 DZTECTrON LINT RESULTS t-1,3-Diehloropropene ND 9thylbeasone 5.0 Hexachi0rebutadie�e 12 . 8 5.0 18OFTOPylbensane 7 .53 5.0 P-leoprOP7ltolu6ae 8 .20 5.0 Methylene Chloride' 5.0 ND Naphthalene 5.0 a-P=cPylbenseae ND 100.0 Sec-butylbenaene 13 . 1 5.0 ND styrene 5.0 ND 5.0 tart-butylbenzene ND TetrachloroetheneRD 5,0 soiuen* 12 2 5.0 Trichloroethene ND 5.0 Ta;ichlor0tluoromethane ND 5.0 l,l,l-Trichloroethane ND 5.0 1,1,2-Trichlor0ethane 510 1,1,2,2-Tetrachloroaethane ND 5.0 11111,2-Tetrachloroethane ND 5.0 ND 1,2,3-Trichl6ropropane 5.0 ND 1f2,3-Trichlorobenzene 5.0 1r2.6-Trichlorobenzene ND ND 5-0 1. 2. 4-s=imet:hylbenteae 5.0 3, 9,5-?rimethylb�osene 163 5.0. Vinyl Chloride 5.0 ND xyieaes 2.0 37 .3 5.0 I ND - NOT DETECTED Method Reference: iEPA Method 8260 t11 l) US EPA Test Methods for Evaluating Solid waste, Physical/Chemical Methods, SW-846. i i 60 39bd SaV-1039 690LILBL19 Eb=LT 0661/10/I0 09/20/96 11:17• $1 508 747 3658 U 012 i . GZOLRB8, INC. h.o. ROX 454 I COeA, KA 02018 i (617) 878-1346 CLIENT NAMV- A!1!l ZNVIRONlQENTAL PROJECT Ib SAMPLE TYPE: SOIL REPORT DATE: OSTERVILLE COLLECTION AT T 09/19 D 9 E. 09/12/96 REC'D 8Y LAB: ANALYZED BY: ZYz 09/16/96 : 09/12/96 EXTRACTION DATE: NIA COLLECTED 8Y: CLIENT DIGESTION DATE: N/A i VOZATILS ORGANICS ANALY518 SAUPLZ N=BZR BANPLs LOCATION: 46208 DRTZCTION MH-1/SS-3 L III T (liq/kq) RSSVLTS Benzene ND Bromobenzene 5.0 ND 5.0 BromOChloromethane ND Bromoform 5.0 ND 5.0 Bromomethane n-butylbenzene ND 5.0 Carbon tetrachloride ND 5,0 ND 5.0 Chlorobenzene ND Chloroethane 5.0 ND Chloroform 5.0ND Chloromethane 5.0 Z-Chlorotoluene ND 510ND 5.0 4-Chlorotoluene ND 5.0 Dibromomethane ND 5,0 Dibromochloromethane Nq 5.0 Dichlorobrontomethane ND 5.0 Dichlorodifluoromethane ND 5,0 1,1-Diohlorcethane : alp 111-Dichloroethene ND 5.0 1f1-Dichloropropene 5.0 ND 5,0 1,2-Dibromoethane ND 5.0 1,2-Dibromo-3-chloropropane ND 1,2-Dichlorobenzene ND 5.0 I 1,2-Dichloroethane 5.0 ND l 5.0,Z-Dichloroprvpane ND 5.0 1,3-Dichlorobeazene ND 5.0 1,3-Dichivropropane ND 5,0 i 1,4-Dichlorobentene ND 5.0 2,2-Dichloropropane. ND .5.0 c-1,2-Dichioroethene ND 5,0 c-1,3-Dichloroprope6e ND 5.0 t-1,2-Dichlozoathpne XD 5.0 i i i j i I 0I 39dd 690LIL84t9 ct,:Lt b661/t0/10 09/20/96 11:18 el 508 747 3658 ZR13 i GzOLABS, P.O. BOX 25*4 1M, VA 02018 (617) 878-1346 CLIENT NAME: AM ENVXRONHKN'TAL PROJECT ID: SAMPLE TYPE: SOIL OSTERVILLE COLLECTION DATE: . 09112/96 REPORT DATE: 09/19/96 REC'D BY LAe: 09/12/96 AKALYZED By: ZYZ 09/16/96 i COLLECTED By: EXTRACTION DATE; N/A CLIENT DTOESTION DATE; N/A I VOLILTILE OP ANICB ANRLY Z$ I 5AKPLZ NUMBAlt: -- 46208 316aspLi LOCATION: MR-I/SS-3. DxTsCTiONLZM2T tµp/kya RESULTS i (µ41kq) t-1,3-Dlchlorop>ropene ND Ethylbenzene 5,0 ND Hesachlosobutadiene 5.0 ND 5.0 IeoPMPylbenzene ND P-Zaopropyltoluene 8 ,38 3.0 Methylene Chloride 5.0 ND Naphthalene 5.0 ND n-propylbenzene 10010 ND 5.0 Sec-butylbenzene ND 5,0 Styrene ND tort-butylbenzene 5.0 ND 5.0 Tetrachloroethene ND 5,0 Toluene ND Trichl0roethene 5.0 TrichlOrofluoromethane ND ND 5,0 l,l,l-Trichloroethane ND 5.0 111,2-rrichlosoetha 5.0 ne ND 5.0 1,1,2,2-Tatrachloroethane ND 5.0 1,1,1,2-Tetr80hlordethane ND 1,2, 3-Trichlcropropane 5.0 1,2,3-Trichlbrobentene 5.0 1,2,4-Trichl0robenzene ND 5>0ND 10 . 8. 5.0 1,So6-Tsim�thylbenzene 5 0 1,3,5-Trimethylbenzene NIA vinyl Chloride 5.0 Xylenes ND 2.6 ND 5.0 ND NOT DETECTED i Method Refereaca: EPA Method 6260 til L) US EPA Test Methods for Evaluating Solid Waste, Phyaieal/Chemical Methods, SW-846. tT 39Vd SSV-1039 690LTL8LL9 Eb LL b66t1i0/L0 I f 09/20/96 11:19. $1 508 747 3658 ag14 i GEOLABS, INC. : 2.0. $OE 254 AWOPM, wa 0?018 a (617) 878-1346 CLIENT NAME: RAN ZNVIROKM N: TAL PROJECT ID: SAMPLE TYPE; .SOIL OSTERVILLE REPOR T DATE: COLLECTION DATE; 09/12/96 09/19/96 RECID BY LAB: 09/12/96 ANALYZED BY: ZYZ 09/16/96 COLLECTED BY: CLIENT EXTRACTION DATE: N/A DIGESTION DATE: N/A VOLATILE ORGANICS ANIILYSI9 i SAtBLZ [MXlt: 46209 SA FLZ LOCATION: DZTZCTION MH-1/SS-3D LIMIT I RZSVLTS (u•g/kQ) i Benzene ND Bromiobenzene 5.0 ND 5.0 BrOMOdhloromethane ND 5.0 BromOform ND 5.0 8rom►oa+ethane ND 5.0 n-butylbenzene ND 5.0 Carbon tetrachloride ND 5.0 Chlorobenzene ND 5.0 Chlbroethane Chloroform ND 5.0 ND 5.0 Chioromethane ND 5.0 2-Chl6rotoluene ND 5.0 4-Chlcrotoluene NO 5.0 Dibromomethane ND 5.0 Dibromochloromethane ND 5.0 Dichlorobromomethane ND 5 0 Dichlorodifluoromethane ND 5.0 l,l-Dichloroethane ND 5.0 1,1-Dichloroethene ND 5.0 1,1-Dichloropropane ND 5.0 1,2-Dibromoethane NO 5.0 1,2-Dibromo-3-chlcropropane ND 5.0 1,2-Dichlorobenzene ND 5,0 . 1,2-Dichloroethene ND 5.0 1,2-Dichloropropane ND 5.0 1,3-Dichlorobenzene 5.0 10-Dichloropropane: ND S.0 1,4-Dichlorobenzone ND 5.0 2,2-Dichloropropane ND 5.0. c-102-Dichloroethene ND 5.0 C-1,3-D1chloropropene ND 5.0 i t-1,2-Dichloroethene ND 5.0 . I F Zt 39dd sav1036 690148Lt4 Eti Li b661/10/10 i 09/20/96 11:20• el 508 747 3658 U 015 4 4• 1 i GEOLARS, rNCi. P-O. Box 254 A sm. MR Oa01A (617) 970-1346 CLIENT NAME: RAM EFVIRON1dENTAL PROJECT ID:SAMPLE TYPE: SOIL OSTZRVILLE COLLECTION. DATE; 09/12/96 REPORT DATE: 09/19/96 REW D By LAB: 05/12/96 ANALYSED BY; ZY2 00/16/96 COLLECTED BY: CLIENT EXTRACTION DATE: N/A DIGESTION DATE: N/A vl)"TILS ORGANICS MIALYSIB SAMPLE XtMBZR: 46209 8AMPL= LOCATION: MH-1/SS-3D DZTECTION RESULTS (11U/kg) t-1,3-Dichloro ro P pane NO Ethylbanzene 5,0 NO AexadhlorobutadieneND 5.0 Isopzopylbenzene 5.0 ND 5.0 i p-Isoprapyltoluene. ND Methylene Chloride: 5.0 ND Naphthalene 5.0 n-Prapylbenzene NDND 100.0 Sec-butylbenzene 5.0 NO styrene tart-butylbensene ND 5.0 Tetrachloroethene ND 5.0 Toluene NO 5.0 Trichloroethene ND 5.0 ND 5.0 i Trichiorofluoromethane NO 1,1,1-Trichloroethane 5.0 NO 5.0 1,1,2-Trichloroethine NO 1,1,2#2-Tetrachloroethane 5.0 NO 1,1,1,2-Tetrachloroethane NO 5.0 1,Z,3=Trichloropropane 5.0 NO 1,2,3-Trichlorobenzene 5.0 NO I,2,4-Trichlorobenzene 5:0 ND 1, 2, 4-T=imithylbGnzQne• s.0 1,3,5-Trimethylbenzene 5 Z 5.0• Vinyl Chloride NO 5.0 ND Xylenea 2.0 ND 5.0 NO NOT DETECTED ^ Method Reference: EPA Method 8260 (1) . i) US EPA ?eat Methods SW-846, he for Evaluating Solid Waste, Physical/Chemical Methods, ET 39Vd SStf1039 696LIL8L19 Eb:Li b66i/i0lT0 i 09/20/96 11:20 $1 508 747 3658 Q 016 OZOLUS, P.O. SOX 2U Accojw, NA 02018 (617) 879-1349 CLIENT NAME; Ate( tNPZRONAdBaTTAL SAMPLE TYPE: SOIL PROJECT ID; 05TERVILLE COLLECTION DATE: 09/12/96 IMPORT DATE: 09/19/96 09112196 ANALYZED BY: ZYZ 6REC•D BY LAB: 09/16/9 EXTRACTION COLLECTED BY: CLIENT EXTRACTION BATE: N/A DIGESTION DATE: N/A VOLATILE ORGANICS ANALYSIS I SMOUK NUKBZR: 46210 SAMPLE LOCATION: DETEC2XON MK-1SS-4 LIMIT RZ8ULTs tµ9/kgy Benzene Bromobenzene ND 5.0 ND Bromochl0romethane 5.0 ND Bromoform 5.0 Bromomethane 5.0 NO n-butylbenzeneND 5.0 Carbon tetrachloride 5.0 NO Chlorobenzene 5.0 NO Chloroethane 5.0 ND Chloroform 5.0 NO Chloromethane 5.0 NO 2-Chlorotoluene 5.0 NO 4-Chl6rotoluene 5.0 Dibrotnomethane NO 5.0 NO Dibromochloromethane 5.0 NO Dichlorobromomethane 5.0 NO Dichldrodiflu0tomethane 5.0 l,I-Dichloroethane NO 5.0 ND 1,1-Dichloroethene 5.0 ND i l,l-Dichloropropene 5.0 NO 1,2-Dibromoethane 5.0 ND 1,2-Dibromo-3-chlor.opropane 5.0 ND 1,2-Dichlorobenzene ND 5.0. i 1,2-Dichloroethane 5.0. 102- ND Dichloropropane NO 5.0 1,3-Dichlorobenzene ND 5.0 1,3-Dichloropropane NO 5.0 1,4-Dichlorobenzene 5.0 ND 2,2-Dichloropropene 5.0 e-1,2-Dichloroethene NO 5.0 ND c-1,3-Dichloropropene" 5.0 t-1,2-Dichloroethene NO 5-0 NO 5.0 I I 01 3JVd ��� 690LTL8LT9 Etr�LT b66T/T@!L0 09/20/96 11:21 $1 508 747 3658 fj 0,17 i GTALA83, INC. F.C. BOX 254 AOCOAD, MA 02018 CLIENT NAME: RAM "VIRONMSNTAL PROJECT ID: SAMPLE TYPE; SOIL OSTERVILLE COLLECTION: DATE: 09/12/96 REPORT DATE: 09/19/96 C'.D 8Y LAB: 09/12/96 ANALYZED BY: ZYZ 09/16/96 COLLECTED BY; CLIENT EXTRACTION DATE: N/A DIGESTION BATE; N/A t►OLATII.E ORGANIC8 ANALYSZ9 8ANeL= liah8=R; 46210 8AMPLL LOCATION; DETXCTION MH-1SS-4 LilL=T (µs'/kqp RESULTS (u9/kq) t-10-Dichl0ropropene ND Ethylbenzene ND 5.0 Nexachlorobutadiene 5.0 ND Zsopsopylbenzene 5.0 ND P-Isopropyltoluene ND 5..05.0 Methylene Chloride. ND Naphthalene 5.0 ND n-propylbenzene 100.0 ND 5.0 Sec-butylbenzene ND Styrene 5.0 ND text-butylbenzene 5.0 ND Tetrachloroethene 5.0 Toluene NDND 5.0 Trichloroethene 5.0 ND Trichlorofluoromethane Np 5.0 1,1,1-TrichloroethaiAe 5.0 ND 50 1,42-Trichl0roethane ND 5.0 1,1,2,2-TetrdchlOrcethene ND 1,1,1,2-Tstrachlorcethane 5.0 ND 1,2,3-Trichioropropane a 5.0 ND 5.0 1,2,3-Trichlorobenzene ND 5.0 ND l,Z,i-Trichlorobenzene 1,2,4-Trimethylbenaene 5.0 1,3,5-Trimethylbenzene 5.0. Vinyl .Chloride NDNO 5.0 xylenes 2.0 i ND 5,0 ND NOT DETECTED Kathod Re=erance: EPA Method 6260 (1) 1) US EPA Test Methods for Evaluating Solid waste, Physical/Chemical Methods, SW-846. 91 39Cid 5S'a1039 69OLILB419 60:L1 0661/10/16 09/20/96 11:22 el 508 747 3658 IM018 QEOLA88, INC. P.O. BOX 254 ACCORD, "A 02018 (617) 878-1346 CLIENT NAME: AAM ZNVIRONI[ZNT]►L SAKPLE TYPE: PROJECT ID: OST ER SOIL REPORT DATE: 09/19/96 LE COLLLCfiION DATE: ' 09/12/96 ANALYZED BY: �'D BY LAB: 09/12/96 ZYZ 09/16/96EXTRACTION DATE: N/A COLLECTED BY: CLIENT DIGESTION DATE; N/A VOWZ'L8 ORGANICS ANALYSIS SAMRLZ NVM3SR: 46211 BURLS LOCATION: DZTZCTZON MH-1 SS- / 5 LYKZT �l14/h0? RZ81ULTS (jig/kg) . Benzene Bromobensene ND 5.0 Bromochloromethatie ND 5.0 Brom6form ND 5.0 Bromomethane ND 5.0 n-butylbenzene ND 5.0 Carbon tetrachloride ND 5.0 Chlorobenzene ND 5.0 Chloroethane ND 5.0 Chloroform ND 5.0 Chloromethane ND 5.0 2-Chiorotoluene ND 5.0 4-chlorotoluene ND 5.0 Dibromomethane ND 5.0 DibromochloroMethane ND 5.0 Dichlorobro:i:otnethane ND 5.0 RD Dichlorodifluoromethane 5.0 1, 1-Dichloroethene ND 5.0 i 1,1-Dichloroethene ND 5.0 1,1-Dichloro r ND 5.0 p Opene. ND 1 2 Dibromoethan6 ND 5.0 1,2-Dibromo-3-chloropropane 5.0 1,2-Dichlorobenzene NO 5.0 l,Z-Dichloroethene 5.0. 1,2-Dichloropropane ND ND 5.0 1,3-Dfchlozobenzone: 5.0 ND 1,3-DichloropropaAc 5.0 ND 1,4-Dichlorobenzene: 5.0 ND 2f2-Dichloropropane 5.0 e-1,2-Dichloroethene ND 5.0 c-1,3-Dichloropropene ND 5,0 t-1,2-Dichloroethene ND 5.0 ND 5.0 f i 91 3JVd 698LLL8tt9 Eb:LL 0661/10/to 09/20/96 11:23 el 508 747 3658 Q0.19 GEOLABS, mc. P.O. Box 214 Accopm, mh 02018 - (617) 878-1346 CLIENT NAME; RAH ENV.TRONNZNTAL PROJECT ID: SAMPLE. TYPE: SOIL OSTERVILLE COLLECTION DATA 09/12/96 REPORT DATE; 09/19/96 REC'D SY LAB; 09/12/96 ANALYZED BY: ZYZ 09116196 `: COLLECTED BY: CLIENT EXTRACTION DATE; N/A DIGESTION DATE: N/A VOLATILZ ORGAN2C8 AMySIS BAMpLX Hmam a6211 BAppLZ LOCATIOV: DRTicTIOM mH-1/SS-5 LIMIT RISULTS tvQ/kv) t-1,3-Dichloropropene ND Ethylbenzene 5.0 ND Mexachlorobutadiene 5.0 NO Iaopropylbeamene 5.0 p-Iaopzopyl ND 5.0toluene ND 5.0 Methylene Chloride Naphthalene RD 5.0 ND n-propylben one 100.0 No 5.0 Sec-butylbenzene ND Styrene 5.0 ND 5.0 tort-butylbenzene ND Tetrachloroethene 5.0 Toluene ND 5.0 ND Trichloroethene 5.0 ND TrichloroflWromethane 5.0 ND l,i,i-Trichloroethane 5.0' ND 1,3,2-Triohloroethene ND 5.0 1,1,2,2-Tetrachloroethane ND 5.0 1,1,1,2-Tetraohlorgethane 5.0 l r ND 23Tr ichloropropane NO 5:0 1,2,3Trichlorobenzene 5.0 ND 1,2,4-Trichlorobenzene 5.0 ND 1,2,4 Trimethylbenzene 5:0 1,3,5-Trimethylbenzene ND 5.0• Vinyl Chloride ND 5.0 ND Xylenes 2.0 ND Ssy ND NOT DETECTED Method itetarenoe: EPA Hethod 8260 (1) 1) US EPA Test Methods for Evaluating Solid Waste, Phy9ical/Chemical Methods, 3PP-896. Li 3E)Vd SSV-1039 69OLILBLIS EV:Li 0661/10/W 09/20/96 11:23 el 508 747 3658 020 i GEOLABs, INC. P.O. BOX 2S� ACCORD, U& 020ie (617) 670-1346 CLIENT NAME: RAM ZNVZROMMENTAL SAMPLE TYPE- PROJECT ID: SOIL ZL OSTERVLE REPORT DATE: 09/19/56 COLLECTYON DATE: 09/12/96 ANALYZED BY: ZYZ 09/1 6/96 REM BY LAB: 09/12/96 COLLECTED EXTRACTION DATE: N/A 8Y: CLIENT DIGESTION DATE: N/A VOLATILE ORQANZCs ANALYsiB sA"T's NQI�asR: 46212 sAbWLE LOCRTZON: DZTZCTZON MH-2/SS-1 LI![IT , RESV7,TS (99/kq) Benzene. ND Bromobenzene 5.0 eromochloromethane ND ND 5.0 Bromcform 5.0 ND Bromomethane 5.0 n-butylbenzene ND 5.0 ND Carbon tetrachloride 5.0 MD Chlorobenzene 5.0 ND Chloroethane 5.0 Chloroform ND 5.0 Chloromethene ND 5.0 ND Z-Chlorotoluene 5.0 l-Chlarotoluene ND 5.0' Dibromomethane NDND 5.0 Dibromochlorometha'ne ND 5,0 Dichlbrobromomethane 5.0 Dichloroditlucrome ND thane ND 5.0 1,1-Dichloroethene : 5.0 1,1-DichlorND oethene 5.0 1,1-Dichlorepropene ND 5.0 1,2-oibromoethane 5.0 RD 1,2-Dibromo-3-chloropropane ND 5.0 1,2-Dichlorobenzene ND 5.0 1.2-Dichloroethene � S,Q I,2-Dohloropr6pane ND 5.0 1,3-Dichlorobenzene 5.0 1,3-Dichloropropane 5.0 ND 1,4-Dich10r0benzene 5.0 2,2-Dichloropropane ND 5.0 a-1,2-Dichlor0ethene ND 5.0 c-1,3-Dichloropropene ND 5.0 t-1,2-Dichloroethene ND 5.0 5.0 eI 39Vd SSV-1039 69OLILOL19 Eb:Li b66T/19/10 `0 09/20/96 11:24 el 508 747 3658 R ROi21 GZOZABS, ZNC. e•o. 807[ 234 1YCCORD, sm 02018 (617) 878-13t6 CLIENT NAME; RU SNVIRONMIBNTAL SAMPLE TYPE: SOIL PROJECT ID: OSTERVILLE COLLECTION DATE: 09/12/96 REPORT DATE: 09/19/96 RECID BY LAB: 09/12/96 ANALYZED 8Y; ZYZ 09116196i COLLECTED BY: CLIENT EXTRACTION DATE: ' N/A DIGESTION DATE: N/A VOIATILZ ORGAN=CS ANXLYSTS SAXPLN NVjmZlt: SAWLs LOCAZrON: DZTZCTION L=MI? Wgi kq) RESULTS t-1,3-Dichloropropene ND Ethylbenzene 5.0 ND Hexachlorobutadiene 5.0 ND IaoprOpylbenzone 5.0 ND P-=80propyltoluene 5.0 Methylene Chloride ND 5.0 ND Naphthalene 5.0 ND n-propylbenzene 100.0 See-butylbenzene ND 5.0 ND Styrene 5.0 tort-butylbsnzene ND 5.0 Tetrachlorcethene ND 5.0 Toluene ND 5.0 Triehloroethene ND 5.0 Trichlorofluorotnethane Np 5.0 1, i,1-TriChlorcethane ND 5.0 1,1,2-Trichloroethane ND 5.0 1,1,2.2-Tetrachloroethane ND ' 5.0 { 1, 1,1,2-TetraohiorOethane- ND 5.0 1,2,3-Tr4chloropropane ND 5.0 112,3-Trichlorobentene ND 5.0 ND 1,2,4-Triehlorobenzene 5.0 1,204-Trimethylbenzene ND 5.0 1►3,5-Trimethylbenzene ND 5.0. Vinyl Chloride ND 5.0 ND Xylenes . ' 2.0 ND 5.0 ND NOT DETECTED xetbo . A�lerone&; EPA Method 8260 (1) C 1) VS EPA Test Methods Solid for.Evaluating Waste, Ph aical/C i SW-846. Y heroical Methods, j l 61 39Vd SEIV-1039 698LLL8LL9 Eh=LZ b66L/t0/i6 I09/20/96 11:25' el 508 747 3658 Z 022 Q�oLABa, INC. :P.O. sox 254 ACCORD, NX 02019 LIMITATIONS a RXCLUSION8 All the professional opinions presented in this report are based oolely on the scope of work conducted and sources referred to in our report. The data presented by GeoLabs in this report was collected and analyzed using generally accepted industry methods and practices at the time the report was P generated. This report represents the ' conditions, locations and materials that were observed at the time the work was conducted. No inferences regarding other conditions, locations or materials, at a later or earlier time may be made based On. the contents of the report. No other warranty, express or implied 'is made. This report was prepared for the sole use of our client. Portions of the report may not be used independent of the entire report. i All analyses were performed within required holding times, in accordance with EPA protocols and using accepted QA/QC proceduree. The information contained in this report is, to the best of my knowledge, accurate and complete. 08 3E)Vd SEE-1039 690ZTLBZ19 EV:LT P661/10/10 eOLabs.0N -- ENVIRONMENTAL LABORATORIES TURNAROUND SCHEDULE: m Locatlons . . CHAIN OF CUSTODY .. -BUSH.. _._._. ..STA . DAR ...... ..... ... 400-Ningllam Street, Rockland, MA 02370 I� _ N A __. . Mailing Address; CLIENT DUE DATE: �o 0 P.O. Box 254, Accord, MA 02016 LAB WENT IDES: (617I $78-1346 OFF/( _ ... (617) 871-7069 FAX r GeoLabs Client: I W CLIENT PROJECT INFORMATION: COMMENTS: Page of Address: s +/ (.W ti Project NameAD: bscs,F,w4ar%.c w1c� stiwl. � ,,;-0_...... Phone: "I6t-1 otav x r-i.-f mCD Fax:.—�y�— �"�_ . Purchase Order#: CM t 3 2.3 2. . i '"'sue SrrFrJo a,l�. T«rAr+Ac�.al.►+r0► . ' Contact Name: .t. PlCxp1P-,tiCAr- Sample Collector: it ,Fimt,evt- ANALYSES REQUESTED LO -4 L. FIELD COLLECTION SOURCE/ CONTAINER A C a P GEOLABS SAMPLE n T LOCATION/ T T O R R SAMPLE ? s, �' ID# T M STATION Y R M A E ID ,s oe E E P i P. a S. NUMBER p° m E. X C. 0 in f~w I-SSA. G, Z 1 �/�J ✓ mkt-css G 2 CONTAINER TYPE CODES: A=Amber 11=8agFRE : DES• WW=Wastewater GW=Groundwetw PRESERVATIVE CODES 1= Het 2=N"03 3 = lit SO 4 G=Glees P=Plastic V-VOA S=Sterile O=OtheWaterS=Soil O=Oil SL=S OT=Other 4 - No25203 b - NaOH B - 4C 7 = Ascorbic Acid OU : ATEMME 9/r s/fd D BY:DATE/ME RELINQUISHED BY:DATEITIME m E7 = ry ry BY:DATE1tIPA DATEIfIME NE7 480salu"bs:OATt'sfTIME AYI.,Pfrfp �1 r �tHEyph� Town of Barnstable .E. Department of Health, Safety, and Environmental Services sawvsTaer Public Health Division ��DN1p 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health September 9, 1996 Bert Fournier B &A Fournier Realty, Inc. P. 0. Box 10 Hyannis, MA 02601 Dear Mr. Fournier: You are scheduled to appear before the Board of Health at a public hearing which will be held on Tuesday October 1, 1996 at 7:00 P.M.. The meeting will be held in the Conference Room of the Town Hall. At this meeting you or your representative will be given the opportunity to be heard, present witnesses and documentary evidence regarding your failure to comply with the order letters dated 10/12/95 and 10/13/95 concerning the State's Underground Injection Control Program (310 CMR 27.00) and the State Environmental Title V(310 CMR 11.00-17.00). You received warning notices regarding both of these regulations on June 19, 1996. The cesspool on site is in failure and has been overflowing on top of the ground on several occasions. It was pumped on 2/29/96, 5/22/96, 6/19/96, 7/11/96, 7/27/96, and 8/9/96. You are in violation of the State Environmental Code Title V and UIC regulations and due to contamination found on the property classifying this site as Tier II, you are in violation of MGL Chapter 21E. Sincerely, Thomas A. McKean Director of Public Health Town of Barnstable cc: Warning Notices Public Notice UIC Regulations (repeat) TM/bcs fournier PART VIL I NUISANCE CONTROL REGULATIONS SECTION 2.00 NUISANCE CONTROL REGULATION NO. 2 (SOURCES OF FILTH) 55 ADOPTED 8/19/86,_ BECAME EFFECTIVE 8/25/86 ' �pF 7 H E Tit i DAH L MAJ& : BOARD OF HEALTH AtI p 6jY' e�' 357 MAIN STREET HYANNIS, MASS. 02601 LEGAL NOTICE NUISANCE CONTROL REGULATION NO. 2 (SOURCES OF FILTH) _ In accordance with the provisions of Chapter 111, sections 31 and 122, of the General Laws of Massachusetts and for the protection of public health, the Town of Barnstable Board of Health adopts the following regulation after a public meeting of the Board of Health on August 19, 1986: Every owner, or agent, of premises in which there are private sewers, individual sewage disposal systems, or other means of sewage disposal, shall keep the sewers and disposal sewage systems in proper operational condition and have such works cleaned or repaired at such time as ordered by the Board of Health. Sewage disposal works shall be maintained in a manner that will not create objectional conditions or causes the works to become a source of pollution to the waters of the Commonwealth. No sanitary sewage shall be allowed to discharge or spill-onto the surface of the ground or to flow into any gutter, street, roadway, or public place, nor shall such material discharge onto any private property. Any person in violation of this regulation may be fined twenty-five (25.00) dollars. Any person who fails to comply with an order issued pursuant to this regulation, shall be fined twenty-five (25.00) dollars. Each separate day's failure to comply with an order shall constitute a separate violation. This regulation is to take effect on the date of publicati n o th notic . Childs, Chair an Ann Jane shbaugh C ' 1 r6ver C. arrish, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE Town of Barnstable • � Department of Health, Safety, and Environmental Services BARNSTABIA =MASS Public Health Division MASS 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Y Thomas A.McKean FAX: 508-775-3344 Director of Public Health August 22, 1996 Bert Fournier B &A Fournier Realty, Inc. P. O. Box 10 Hyannis, MA 02601 Dear Mr. Fournier: You are scheduled to appear before the Board of Health at a public hearing which will be held on Tuesday September 3 1996 at 7:00 P.M.. The meeting will be held in the Conference Room of the .` Town Hall. At this meeting you or your representative will be given the opportunity to be heard, present witnesses and documentary evidence regarding your failure to comply with the order letters dated 10/12/95 and 10/13/95 concerning the State's Underground Injection Control Program (310 CMR 27.00) and the State Environmental Title V(310 CMR 11.00-17.00). You received warning notices regarding both of these regulations on June 19, 1996. The cesspool on site is in failure and has been overflowing on top of the ground on several occasions. It was pumped on 2/29/96, 5/22/96, 6/19/96, 7/11/96, 7/27/96, and 8/9/96. You are in violation of the State Environmental Code Title V and UIC regulations and due to contamination found on the property classifying this site as Tier II, you are in violation of MGL Chapter 21E. Sincerely, mas A. McKean Director of Public Health Town of Barnstable cc: Warning Notices Public Notice UIC Regulations (repeat) TM/bcs foumier 08/21/1996 12: 12 5087901578 J P MACOMBER & SON PAVE 01 V-,- JOSEPH P. MACOMBER & SON, INC. P.O.Box 66 CENTERVIktE.MA 02632-0066 77SI3338 7754412 FAX OOVER HET • DATE: 8/21/96 TO: Donna Morandi FAX PHONE : 775 3344 - - — - Board Of Health Town_Of B%rjL , gb1,e._ FROM: FAX PHONE# 790-1578 TOTAL • OF PAGES INCLUDING COVER:_-i�_ IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL 508-775IJ338 RE:_Pum�in,� history_for_Exxo�_Bf,�t�,D��L_7.$2_Main Street Osterville,Mass. SPECIAL INSTRUCTIONS OR MES$AGE:_Pumpkng_ sli,-U May read Hubbard Oil. Pumping History 1/1/96-8/21 -96 1 . 2/29/96 2. 5/22/96 ' 3. 6/19�/96 4. 7/11/96 5. 7/27/96 6. 8/9/96 U.LUL11UL11.t. U.l_ WNG NOTICE Name of Offender/Manager (A021VIrk— Address of OffenderA6212 �y MV/MB Reg.# Village/State/Zip 7qV 04*01 j Business Name M n 19 e � j Business Address Signature of-rrclh Officer Village/State/Zip Location of Offense Akd,�M__�' Enforcing Oeff5ivlsion Offense U) Lf/017i . 0 00 Facts e L2 rn P4 0) /91 O/C G YS v This-will serve only as 'a warning. At this time no legal action has een ak n. li It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by®the Tows. .00F O 9 3 a HMP4 c S 4L-60 Lcm*�� TOWN OF BARNSTABLE 9 BAR-W 1052 Ordinance or Regulation j G NOTICE ` j Name of Offender/Manager da-1-6& i Address of Offender MV/MB Reg.# Village/State/Zip �' Business Name /pm" on 'I Aff 19 kz�,_&10 Business Address 00010 �YWriv Signature orfo i g Officer Village/State/Zip W Location of Offense MA ® 09� Enforcing D p YDiv ision Offense 0 o� GM Jr 00 / • a , 10)W1 'n Facts V� O 2� S6 This will serve only as a warning. At this time no legal action a b e 'taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts. and warning notices are attempts to gain voluntary compliance: Subse went vi�ations will jesult in appropriate legal action b the Town. �' g y �jC�6 � _ �� 08/21/1996 12: 12 5087901578 J P MACOMBER & SON PAGE 01 JOSEPH P. MACOMBER & SON, INC. P.O.Box 66 CENTERVILLE.MA 02631-0566 776-3338 7754412 i FAX COVER SHEET • DATE: 8/21/96 TO: Donna Morandi FAX PHONE 8 775-34.4 Board Of Health a Town Of Bad s1.t�.9,b1.a._ FROM: FAX PHONE# 790-1578 • r TOTAL 0 OF PAGES INCLUDING COVER:— 1._-_- IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL 508-775-j338 RE:_Pum,DinZ hietorZ_ or_Exx0 ,gUAZ--&t_-7c _ n Street Oaterville,Mass. SPECIAL INSTRUCTIONS OR MESSAGE:_Pump!ng_ sl_iga_,mu read Hubbard Oil. Pumping History j 1/1 /96-8/21 -96 1 . 2//29/96 2% 5/22/96 3. 6/1?/96 4. 7/11/96 5. 7/27/96 6. 8/9/96 I 4 - $�AM ENVIRONMENTAL I / ASS fiEMEDIATION• ESSMENT•MANAGEMENT ( v August 14, 1996 ` Warren Rutherford, Town Manager Town of Barnstable t� Town Hall 367 Main Street r pc Hyannis, Massachusetts 02601 ` RE: Osterville Exxon Station 792 Main Street,Barnstable(Osterville),Massachusetts RTN 4-0000740 RAM ReL No. 132.3 Dear Mr. Rutherford: On behalf of Hubbard Oil Company, Inc., enclosed is a copy of the Public Notice which will be published in a local newspaper associated with the Phase I Initial Site Investigation and Tier Classification recently conducted at the above referenced Site. This notice will be published in the Cap Cod Times, pursuant to 310 CMR 40.0590 and 310 CMR 40.1403 (6). If you have any questions or comments,please contact me at(508) 747-7900, extensions 127. Very truly yours, RAM Environmental, LLC Michael J. Pierdinock, LSP,CHMM Principal Enclosure cc: Mr. Timothy McKean, Director, Board of Health DEP, BWSC, Southeast Regional Office Mr. Bert Fournier, Pres., Hubbard Oil Company, Inc. C:\132.3\96CORRES\0814 RUTH.W PD RAM ENVIRONMENTAL,LLC • 140 SAMOSET STREET • P.O.BOX 1040 • PLYMOUTH,MA 02362 508-747-7900 FAX 508 747-3658 NOTICE OF AN INITIAL SITE INVESTIGATION AND TIER II CLASSIFICATION Osterville Exxon Station 792 Main Street Barnstable (Osterville) Massachusetts Release Tracking Number 4-0000740 Pursuant to the Massachusetts Contingency Plan(310 CMR 40.0480), an Initial Site Investigation has been performed at the above referenced location. A release of oil and/or hazardous materials has occurred at this location which is a disposal site(defined by M.G.L. c. 21 E, § 2). This site has been classified as Tier I1, pursuant to 310 CMR 40.0500. Response actions at this site will be conducted by Hubbard Oil Company, Inc., who has employed Michael J. Pierdinock, LSP, of RAM Environmental,LLC,to manage response actions in accordance with the Massachusetts Contingency Plan(310 CMR 40.0000). M.G.L. c. 21 E and the Massachusetts Contingency Plan provide additional opportunities for public notice of and involvement in decisions regarding response actions at disposal sites: (1) The Chief Municipal Official and Board of Health of the community in which the site is located will be notified of major milestones and events, pursuant to 310 CMR 40.1403; and (2) upon receipt of a petition from ten or more residents of the municipality in which the disposal site is located, or of a municipality potentially affected by a disposal site, a plan for involving the public in decisions regarding response actions at the site will be prepared and implemented, pursuant to 310 CMR 40.1405. To obtain more information on this disposal site and the opportunities for public involvement during its remediation, please contact Michael J. Pierdinock, LSP, RAM Environmental, LLC, 140 Samoset Street, P.O. Box 1040, Plymouth, Massachusetts,02362 at(508) 747-7900,extension 127. �jJ NAME OF OFFENDER -]BAR....+/ YA � 46 55 TOWN OF ADD SOFOFFENDER BARNSTABLE CITY,STATE,ZIP CODE `` C f �{I"E) - MV.1MB REGISTRATION NUMBER _ • OFFENSE CL �pr+1639•s.0$ k..�+/� I{♦'�. t - LLJ > TIME AND DATE OF VIOLATION _ LOCATION OF VIOLATION �,,t..� ',, W NOTICE OF :} (A.M./ )ON f, .30 19 ITtA ga. Q VIOLATION iSl UfjEOF CINGPERSO I ENFORCILNG�DEPT` BADGE NO. CLU n r TLl {11:7f} OF TOWN I HER ."Y ACKNOWLEDGE RECEIPT OF CITATION X Q ORDINANCE �'enable to obtain signature of offender. THE NONCRIMINAL FINE FOR THIS OFFENSE IS 5 ~ Date mailed LU OR YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPITON(1)OR OPTION(2)WILL OPERATE AS A FINAL a DISPOSITION WITH NO RESULTING CRIMINAL RECORD. w rn REGULATION III You may elect to pay the above fine,either by appearing in person between 8:30 A:M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, w before:The Barnstable Town Clerk,367 Main Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk, —j P.O.Box 2430,Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. CL 12)If you desire to contest this matter in a noncriminal proceeding,you may do so by making written request to DISTRICT COURT DEPARTMENT, FIRST BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET,BARNSTABLE,MA 02630,Att:21 D Noncriminal Hearings and enclose a copy of this citation for a hearing. 131 If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ Signature ;i,� -,.7 ,V i. TOWN OF BARNSTABLEi'i Ordinance. or Regulation NG�NOTICE d Name of Offender/Manager `. _ '- P Address of Offender, , /( MV/MB Reg # -Village/State/Zip; P ,/y V ,f { # / r. �, r J# Fi n �-)// 19 . Business Name r Business Address Signature of E (fQrcing Officer Village/State/Zip , Location of O4ffense � ' . . •.(A,�((,-( Enforcing jept/Division amOffense ` , / ( 6): [ f�► ti-qj P70( ,. Facts r d1.F-S '. �: i! l t✓lV a f " I r017 PLY l)I r-Il C)1 _. & LIL YG This will serve only asaa warning. At this time no legal 'action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning, notices ' are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Tow .. P - CP ,, TOWN OF BARNSTABL , F j3AR 2 Ordinance or_Regulation NG 'NOTICE # 45 Name of Offender/Manager roi)rcdl�k.. Address of Offender ;l"rw } ¢ - MV/MB Reg.# Village/State/Zip PVM1 , M t Business Name �' am/'m on 1 19 » Business Address Signature of 6 rcing_jQfficer' Village/State/Zip Location of Offense L . Enforcing Dept`/Division Offense "zIt' t�€✓ -•. J� f{ f Facts Puy 1` 1F 1 1 ce ,� � � � �) y Y w /� This-will serve only as -awarning.fAt this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances,- Rules and Regulations. . Education efforts and warning notices are attempts t'o gain voluntary compliance. Subsequent violations will result in appropriated legal/f action by, t'h"e Town,. a P/i�1 , k�.. _ c.:-n .T. ..::. - g -.,p-sY-y -:k..f""a.•'!�o* cg�a«:^;' `ri'an.,: x;'' 4 "t �, .�ti ..—.-.—^ "`'-r. ,, ,e-;,:::+,,�'�^'"N 'Jf'T k` ,...�$,.'..r.,a. '"'3•` wti ..^fM..-.., :•. ., _• TOWN OF BARNSTABLE � �, BAR-W' 05 Ordinance or Regulation G NOTICE ° Name of Offender/Manager . -!Address 'of Offender &Y 119 MV/MB Reg.# " Village/State/Zip ,` , : 11, Business Name ��� / am/pm; on �919�ty" T h Bu'siness Address P(P � t�OxY � ' 'r'r` Signature of 9.1 •cing Officer y Village/State/Zip I Location of Offensefivc 74, �9�v 4 Enforcing 11ept%Division Offense �� 1 # lYP "l FactsL40 � I�! a ` ," t' () vI JkL 1 .04P Z417re aft- ' ' This .will .serve only' as a warning: ;At this time no legal -a 'been taken. It_:"is the goal- of, . :Town agencies to achieve voluntary compliance of . Town Ordinances; `.Ruless and Regulations.= Education efforts and warning,-notices are attempts: to .gain voluntary compliance..: Subsequent violations w 11 result in . .appropriate- legal action by the Town.. TOWN OF BARNSTABLE `BAR-W Ordi .....nice or Regulation , G NOTICE ' Name of Offender/Managers €}�'ff a Address ;of. Offender �. .� �.r ,� MV/MB Reg.# - ,9t _, Village/State/Zip � � ; ` �"`� / Business Name am am� m" on t.����1R 6 Business Address at '„ / .#`f ' Signature: of. EnTorc°ing Officer Village/State/Zip F Location of Offense ; '"; , e� +' r ` tr Enforcing Dept/Division Offense 1 ►"' rr ,art %' 1' "` r.✓ 3' # s 1• .r f ,r' J! Facts € a /s f� .e� f �` �: t � 3 �al A11#74. r;/t"0 -/ft M/,A�-"("�nlfz-y V 46W, W This will serve only as a warning. At this time no legal actionihad b`een 'taken. It is the goal of Town agencies to achieve voluntary compliance ' of Town Ordinances, Rules and Regulations. Education efforts I and warning notices are attempts to gain' voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. { v'- a`� " Inc-ly, j- �'1 �, •7 _CIS n w .� 9 -. f FOR- DATE TIIVIE� 11101 M - PNgNtb OF REtfRNA PHONE EXTENSION AREA CODE NUMBER MESSAGE Y1tlL� GALL ANtS ifl; ;yaE Y©U A . tAI,A'hti5 TC�. SEA YflU. TOPS FORM 4003 SIGNED I �4 AA op CAM MENTAL ENVIR�SIAF-W•MANAGEMENT pENIEDIATIGN•AS' �pCK,Lsp'CIoM MICIiXEL 1•Q 1),RVCIPAL �41-19 ' Al 659 L BEEY R 508 585 TI96 vIIZoNMENTp1"LLC OBERTMA p2362 pl'w&v _ ._ . � I M 5 _- .e�or�'c �I t ` HM ] 81 H E A L T H M A S T E R ] HELP [ J R E C O R D ] ACTION I] For Parcel Number 1171 0831 ] ] Rental Property(Y/N) [ ] Owner Name B & A FOURNIER REALTY INC ] Zone of Contrib (Y/N) [N] Location 792 MAIN ST OST ] Contaminant Rel (Y/N) [ ] Business Name [MOBIL-HUBBARD OIL CO. ] Area Number Contact Person (ROBERT LATSHAW- ] Phone [000] [7753711] Fuel Storage Tank Permit [Y] Card on File [Y] Perc Test Well Septic File/Permit No. [ ] [ ] [96 21 ] Issuance Date [ ] [012396] Completion Date [ ] [1218961 Last Communications [1022901 (MMDDYY) Comments [SS REPLACED, LEAKING 4M GASOLINE TANK REMOVED 5/95 ] Cancel [ ] NEXT SCREEN [HM ] ACTION [ ] PARCEL NBR [ ] [ ] [ ] TANK NBR [ ] ] 1 t ASSFSSQtiS�igpl� /r� � �� PAM 01,-3 TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations, Repair BOARD OF HEALTH. I IO Satisfactory 2.Printers 3.Auto Bod y Shops Uf j �:'i�'' rO unsatisfactory- 4.Manufacturers COMPANY , ¢1. (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDIESs 7/ 1 a Class: 7.Miscellaneous e� 4// ,1,11W QUANTITIES AND STORAGE (IN= indoors;OUT-outdoors) MAJOR MATERIALS Case lots Drums Above'Tinks Underground T, IN OUT IN OUT IN OUT #&gallons Age Test Fuels: TtQ �IR�lttt8ftt8,�tliY+tGy��'El'�t��l'. �� j� 792 Main Street RONALD BOLDUC Osterville,MA 02655 508-420-0808 transmission/hydraulic Synthetic Organics degreasers f 7' - 1`G7P`Jt`7e/ram t� x2k, J Miscellaneous: "✓ q Y DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply ✓ /�' O Town Sewer OPublic O On-site OPrivate 3. Indoor Floor Drains YES NO O Holding tank:MDC O Catch basin/Dry well /_ . L.� 'T' �i �F4 41-;1%" O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter (Z.,iI "j - YES; NO Person (s) Interviewed Inspector Date :' - a�qu 0%6� GRAM ENVIRONMENTAL ~ REMEDIATION•ASSESSMENT•MANAGEMENT 1 January 24, 1996 Donna Miorandi Town of Barnstable, MA Board of Health 367 Main Street Hyannis, MA 02061 Re: Underground Injection Control System Closure Exxon Station 792 Main Street Osterville, MA RTN#: 4-12470 RAM Ref. No. 132.3.2 Dear Donna: Please find enclosed two copies of the UIC Notification Form, Form WSI -Notice of Plumbing Inspector Intent to Seal Floor Drain, and Town of Barnstable Plumbing Permit associated with the closure and removal of the UIC associated with Osterville Exxon Station. The forms are forwarded to you in accordance with the "Massachusetts Closure Requirments for Shallow Injection Wells document. If you have any questions in this matter, please call me at (508) 747-7900, extension 126. Very truly yours, RAM Environmental; LLC - Andrew Daniels President cc: Town of Barnstable Plumbing Inspector Evelyn Read; Hubba Oil Company, Inc. C:\132.3\96REP\U1CLTR2.WPD RAM ENVIRONMENTAL,LLC ONE ROBERTS ROAD PLYMOUTH,MA 02360 508-747-7900 • FAX 508-747-3658 APPENDIX V Commonwealth of=�Mossaehusetts ' r Executive Office of-Environmental Affairs Departmont __of Environmental : Protection William.F.WeldGavernm . Trudy Coxe Secretary.COCA T f' Thomas w&Poers .. Acting Commissioner J U I* NOTI.FLC.TION ;FORM '-_ DIVISION OF WATER SUPPLY ' The Underground Injection Control (UIC) program protects drinking water by regulating discharges to the ground via injection wells such as dry wells, septic-systems tied to industrial processes, and -other subsurface leaching systems. Pursuant to UIC regulations (310 CMR 27.00), where the poten- tial exists for pollutants to enter an injection well (e.g. by means of a floor drain),and the presence of the pollutants causes or is likely to cause a violation of any Massachusetts Drinking Water Regula- don or which adversely affects or is likely to adversely.affect the health of persons, the use of the well is prohibited. With the exception of-discharges authorized under the Department's Ground Water Discharge Permit program, the Department considers this prohibition to include,the use of any injection well at facilities which have in the past or currently use, store, or otherwise manage hazardous materials and/or wastes as defined in 310.CMR 30.000 and 310 tCMR 40.0000. This form shall serve as notice to the DEP of the elimination of the use of ani unauthorized injection well. The structural option which has been chosen to bring the system into compliance should be noted under item I. Submit all information and attachments for that option, as well as for item II, as noted. This form should be submitted after completing the closure of the injection well. I. Option chosen for discharge system when eliminating the use of the injection well: /A. Sealing: Plug point of entry, if applicable (see 248 CMR 2.09): _V1. Copy of Form WS1: Notice of Plumbing Inspector Approval to Seal Floor Drain (where applicable), and Plumbing Permit Number: # oy4y _2. Date of plugging: Oct/ 1 2/`1(, —B. Tank: Connect discharge to holding.tank meeting appropriate DEP requirements. 1. Floor plan with tank location _2. Type of tank: - - Pre-Cast Tight Tank (DEP Permit BWP IW 01), Converted System (e.g. Converted MDC Trap) (DEP Permit.BWP IW 28) Containment Basin (specified attachments required) M 3. DEP ,permit & permit/transmittal #, where applicable: # _4: Date of connection: C. Sewer: Connect discharge to`municipal sanitary sewer. 1. Sewer discharge permit & permit/transmittal # (from DEP and/or other administrative entity): # 2. Date of hookup: SEE` 'REVERSE SIDE One Winter Street 0 Boston,Massachusetts 02108 • FAX(617) 556-1049 • Telephone(617) 292-5500 D. Other: Certain other may options apply p y also pp y (e.g. closed loop recirculating system,,closure and removal of entire operation, surface water discharge.permit). Specify(attach a sheet if more Ib Ztf_ 11._ space necessary): II. The following information•must be submitted with this:form as rioted: ,/A. Screening and Analytical Results: This information must be submitted inn accordance with criteria specified in the document entitled "Massachusetts Closure Requirements for Shallow Injection Wells:" _B.. Waste Management Plan: When required via the issuance of an enforc&iWorder from the DEP's UIC program, a waste management plan§pecifymg methods.to be used to prop- erly collect, store, and dispose of all potentially hazardous wastes shall also be submitted. System's Previous Final Point of Discharge: �iw ATE a_ SEPMZATon_ 1 oa..r hr c--Lt- Number of Points of Entry to System: before closure: 1 after closure: L Name of Business: U.TEa_y1LL.& cxxory %T'ATI o. a Flailing Address: ,'12. "Aj, %I ; OSTEa.VILLE , MA :J2.1- Location: Facility Owner: (-1 "68 RQ-f-1 0,L CO. ,4 VAPP J--J,s NJ& 01t.0; Phone: Nature of Business: AL&To REcPAIA_ EPA Hazardous Waste Generator ID Number: I HEREBY CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED IN THIS DOCUMENT AND ALL ATTACHMENTS AND THAT, BASED ON MY INQUIRY OF THOSE INDIVIDUALS Ii\lMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION, I BELIEVE THAT THE INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING POSSIBLE FINES AND IMPRISONMENT. I UNDERSTAND THAT I MUST HANDLE, STORE,AND DISPOSE OF ALL HAZARD- OUS WASTES IN AN ENVIRONMENTALLY SOUND MANNER IN ACCORDANCE WITH ALL APPROPRIATE REGULATIONS. ' wn` a9���P�/f7��' W..• .�[ L+i/(1u.'i Ll`.r'.�i"Cf+' SIGNATURE OF OWNER DATE Any questions may be directed to the UIC Program at (617)292-5770. Complete and sign this form and submit it and all required attachments for items I (only the attachments for the option chosen) and II, to the following address: Underground Injection Control Program DEP/Division of Water-Supply One Winter Street, 9th floor Boston, MA 02108 Send duplicate copies of all forms to: Local Board of Health Local Plumbing Inspector 07/25/94: p:\jmoss\uicforms\ntfction.fm7 r'1' r'1996 1F1:06 508-888-9093 ENVI O SAFE t,OP..P PAGE . 01 Commonwealth of Messochusetts Exelutive Office of E-.,„cnmentol Affai,s.,:. Departtne A of a Environmental Protection William F. Weld GOwrnor , - Trudy Coxe Seoeuy,EQEA Thomas B. Powers Acting Commissioner FORM W51 Notice of Plumi)ing Inspector Approval to Seal. Floor Drain April 1992 Nor,P: This Application Does Not Apply To Any Facility Whose Floor Drain Is Connected To A '.Municipal Setvel' Systrein Piunibing Inspector for the City/Town of t --- irc� of Business —ing Address: el -- on: hor:E I;urriber: - I-acility Owner: -- i'--quests to seal / floor drains. tt of drains Any additions or alterations to the system are not permissible without the approval of the local plumbing inspector. All seals must be in compliance with 248 CMR.. This form must show both signatures before copy may be filed with DER , U- in approval, a completed copy of this notice shall be filed im; tediately with the DEP Under- gr-ound lnjf,r,*;..n Control Program ((ei617/556-1165) at the address below. Upon completion of all work. the applicant shall file. the DEP UIC NQtification Form tc, _he same ad(Iress. , Signature of Facility Owner Date ---- -- Z G Ap ,Y,. rSi mature of Local Plumbing Inspector D ! Plwnbirg Permit *' Owner shall send a completed' ' DEP/ ivision of Water Supply copy of this form to: Underground Injection'Control Program One Winter Street, 9th, Ft.,dr Boston, IA 02108 One winter Siam ® Be Mon. ":+assechutells 02i08 �. FAX Taliepho�e(817)262-Ss00 TOWN OF BARNSTABLE PLUMBING PERMIT r PARCEL ID 117 083 GEOBASE ID 5831 ADDRESS 792 MAIN STREET (OST. ) PHONE Osterville ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 17844 DESCRIPTION PLUGGING FLOOR DRAIN OSTERVILLE EXXON PERMIT TYPE BPLUM TITLE PLUMBING PERMIT CONTRACTORS: GAGNE, DENNIS M. ARCHITECTS: TOTAL FEES: $20.00 BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE OWNER B, & A FOURNIER REALTY INC ADDRESS P 0 BOX 10 HYANNIS MA DATE ISSUED 09/12/1996 EXPIRATION DATE. Department of Health, Safety and Environmental Services ' a F INS su" G DMISiON BY J.L ill 11M ENVIRONMENTAL REMEDIATION•ASSESSMENT•MANAGEMENT January 24, 1996 Donna Miorandi Town of Barnstable, MA Board of Health 367 Main Street Hyannis, MA 02061 Re: Underground Injection Control System Closure Exxon Station 792 Main Street Osterville, MA RTN#: 4-12470 t RAM Ref. No. 132.3.2 Dear Donna: Please find enclosed two copies of the UIC Notification Form, Form WSI -Notice of Plumbing Inspector Intent to Seal Floor Drain, and Town of Barnstable Plumbing Permit associated with the closure and removal of the UIC associated with Osterville Exxon Station: 1 _ The forms are forwarded to you in accordance with the "Massachusetts Closure Requirments for Shallow Injection Wells" document. If you have any questions in this matter, please call me at (508) 747-7900, extension 126. Very truly yours, RAM Environmental, LLC Andrew Daniels President cc: Town of Barnstable Plumbing Inspector Evelyn Read; Hubbard Oil Company,Inc. C:\132.3W6REP\U1CLTR2.WPD RAM ENVIRONMENTAL,LLC ONE ROBERTS ROAD • PLYMOUTH,MA 02360 • 508-747-7900 • FAX 508-747-3658 Commonwealth of,Massachusetts Executive Office of Environmental Affairs Department .of - . - Environmental Protection;:__ William F.Weld ; Governor Trudy Coxe S....,Y.EOEA . . ThomasCoB.Powers Ailing mmissioner _ - : : ., U . NOTIFICATION FORM DIVISION OF. WATER SUPPLY The Underground Injection Control (UIC) program protects drinking water by regulating discharges to the ground via injection wells such as dry wells, septic systems tied to industrial processes, and other subsurface leaching systems. Pursuant to UIC regulations (310 CMR 27.00); where the poten- tial exists for pollutants to enter an injection well (e.g. by means of a floor drain) and the presence of the pollutants causes or is likely to cause a violation of any Massachusetts Drinking Water Regula- Lion or which adversely affects or is likely to adversely"affect the health of persons, the use of the well is prohibited. With the exception of-discharges authorized under the,Department's Ground Water Discharge Permit program, the Department considers this prohibition to include the use of any injection well at facilities which have in the past or currently.use, store, or otherwise manage hazardous materials and/or wastes as,defined in 310 CMR 30.000 'and 310 CMR 40.0000. This form shall serve as notice to the DEP of the elinvnation.of the use of an unauthorized injection " well. The structural optionwhich.has been chosen to bring the system into compliance should'be noted under item I. Submit all information and attachments for that option, as'well as for item II; as noted. This form should be submitted'after completing the closure.of the injection well. '. I. e Option chosen for discharge system when eliminating the use .of the injection well: /A. Sealing: Plug point of entry, if applicable (see 248 CMR 2.09). _V1. Copy of Form WS1: Notice of Plumbing Inspector Approval to Seal Floor Drain (where applicable), and Plumbing Permit Number: # i-j5t4y _2. Date of plugging: Oct/ 1 z./ _B. Tank: Connect discharge to holding tank meeting appropriate DEP.requirements. _1. Floor plan with tank location _2. Type of tank: Pre-Cast Tight Tank (DEP Permit BWP,IW 61) _ Converted System (e.g. Converted MDC Trap) (DEP Permit BWP 1W 28) Containment Basin (specified attachments required) 3. DEP permit & permit/transmittal #, where applicable. " # . _4. Date of.connection: / C. Sewer: Connect discharge to municipal sanitary sewer. L Sewer discharge permit &' permit/transmittal # (from DEP and/or other administrative entitv): # E - =2. Date of.hookup: SEE : 'REVERSE SIDE One Winter Street • Boston, Massachusetts 02108 • FAX(617) 556-1049 • Telephone (617) 292-5500 1 D. Other: Certain other options may also apply (e.g. closed loop recirculating system, closure and removal of entire operation, surface water discharge;permit). Specify(attach.a sheet if more space necessary): ref v=' II. The following information must be submitted with this fxn-:As noted. A. Screening and Analytical Results: This information must be submitted in accordance with criteria specified in the document entitled "Massachusetts Closure R: I:_irients for Shallow Injection Wells." B. Waste Management Plan: When required via the issuance of an enforcerneiit-order from the DEP's UIC program,.a waste management plan:specifying methods.to be used to prop- Yw erly collect, store,and dispose of all potentially hazardous wastes shall also be submitted. System's Previous Final Point of Discharge: +iw aT�R- s��ZgTor� 1 oa.Y w ewLL. Number of Points of Entry to System: before closure: ► after closure: Name of Business: U:TE(LVILL.e Eacxs>r .j Srano—_) Mailing Address: -I=lz. Mn; _, sz 03T a-VILLE N MA . :JLt,;S- Location: Facility Owner: I' k38AR� nll, Cc, ,-AVA,,,,�,. ,,,t,4 n,i,n Phone: ( 8)ll5- '3lii Nature of Business: ALATo RF pAIA_ i G-Asow�,r- FH_L-i,jc, S:ATIOrJ EPA Hazardous Waste Generator ID Number: I HEREBY EB CERTIFY UNDER PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND AM FAMILIAR WITH THE INFORMATION SUBMITTED IN THIS DOCUMENT AND ALL ATTACHMENTS AND THAT, BASED ON MY INQUIRY OF THOSE INDIVIDUALS IMMEDIATELY RESPONSIBLE FOR OBTAINING THE INFORMATION, I BELIEVE THAT THE INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING POSSIBLE FINES AND IMPRISONMENT. I UNDERSTAND THAT I MUST HANDLE, STORE, AND DISPOSE OF ALL HAZARD- OUS WASTES IN AN ENVIRONMENTALLY SOUND MANNER IN ACCORDANCE WITH ALL APPROPRIATE REGULATIONS. SIGNATURE OF OWNER DATE Any questions may be directed to the UIC Program at (617)292-5770. Complete and sign this form and submit it and all required attachments for items I (only the attachments for the option chosen) and II, to the following address: Underground Injection Control Program DEP/Division of Water Supply One Winter Street, 9th floor Boston, MA 02108 Send duplicate copies of all forms to: Local Board of Health Local Plumbing Inspector 07/25/94: p:\imoss\uicforms\ntfction.fm7 I ,ti ^ /12/1996 10: 06 50c-s,8g-96t9 ; ENVI;&SAFE CORD PAGE 131 Commonweallh of Massachusetts Executive Office of ,, cnmental Affairs;,... Departlmo A of Environmental Protection William F. Weld Governor _ - - Trudy Cone , Bevel":EQEA Thomas B. Powers Acting Commissioner -FORM- WS 1 Notice of Plumbing Inspector Approval to Seat Floor Drain April 1992 Notw This Applic.16on,Does Not Apply To Any Facilit._y Whose Floor Drain Is Connected To A Municipal Sewer System. Plumbing Inspector for the City/Town of ire of business: _iing Address: �� z aision: - `nor,e Number J'-a6lity Owner. - r�-.)uests to seal / Haar drains. -r # ;,P drains Anv additions or alterations to the system are not permissible without the approval of the local plumbing inspector. All seals must be in compliance with 248 CMR.. This form must show both signatures before copy may be filed with DER U- in approval, a completed copy of this noticeshall be filed im; ;ediately arith the AEP Under- gr•.und Inj(-t t-,,n Control Program (0.617/556-1165) at the address below. Upon completion of all work, the applicant shall file the DEP UiC Notification Form to _he seine address. -- ------ - — -- a Signatm•e of Facility Owns-r — --- Date A6Signaturf, of Local Plwnbing Inspeetoi D ! Plwnbirg Permit N Owner sha)) send a completed DEP/ sion of Water Supply copy of this form to: Underground Injection Control program One Winter Street, Oth t7.,or u Boston, !A 02108 One Winter Stret:. 0 Besto n. Marrschutens 02108 •. FAX(fi1.7�°�'10A9 IA .Telephone(617)292-S500 TOWN OF BARNSTABLE PLUMBING .PERMIT PARCEL ID 117 083 GEOBASE ID 5831 r ADDRESS 792 MAIN STREET (OST. ) PHONE Osterville ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 17844 DESCRIPTION PLUGGING FLOOR DRAIN OSTERVILLE EXXON PERMIT TYPE BPLUM TITLE PLUMBING PERMIT CONTRACTORS: GAGNE, DENNIS M. ARCHITECTS: TOTAL FEES: $20.00 BOND $.00 CONSTRUCTION COSTS $.00 ' 753 MISC. NOT CODED ELSEWHERE OWNER B, & A FOURNIER REALTY INC ADDRESS P 0 BOX 10 HYANNIS MA DATE ISSUED 09/12/1996 EXPIRATION DATE Department of Health, Safety and Environmental Services NAS& �► BUIL131 G DIVISION BY k Town of Barnstable Department of Health, Safety, and Environmental Services sARMAW NBTABLE, = public Health Division En A 361 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health October 13, 1995 B & A Fournier Realty, Inc. P.O. Box 10 Hyannis, MA 02601 RE: 792 MAIN STREET, OSTERVILLE On or about July 27, 1995 Health Inspector Donna Miorandi observed a floor drain tied into a leach pit, which is considered an injection well. 1. As mandated under the Federal Safe Drinking Water Act, the state Underground Injection Control (UIC) regulations prohibit potentially polluting discharge to injection wells. Vehicle maintenance operations commonly use unauthorized injection wells, such as floor drains leading to a septic sytem, dry well, or oil/water separator which leads to any subsurface leaching structure. Under the State Plumbing Code (248 CMR 2.09 (1) (c) (3), owners/operators of facilities with floor drains tied to injection wells (or discharging to any surface point) have three options: 1. Seal the floor drain. Contact your local plumbing inspector for the appropriate filing form. If choosing this option, all previous discharges to the drain must be eliminated at theri source. For example, cars should no longer be washed and floors should no longer be hosed down. 2. Connect the floor drain to a holding tank. The tank will need DEP approval. The DEP approves two types of holding tanks for this waste: new installations and conversions of existing structures (e.g. oil/water separators). These tanks are for non-hazardous, industrial wastewater. If solvents, antifreese, Oil and other fluids are washed down the drain, the waste is likely to be hazardous. III- -- �E 3. Connect the floor drain to a municipal sewer system, if available. An oil/water separator is required to be installed under this option. This requires a permit from DEP and the Town of Barnstable Department of Public Works along with the sewer connection application. The amount of discharge shall not exceed ten parts �. per million (10 ppm). In all cases, the owner must file a UIC NOTIFICATION FORM with DEP. You are directed to comply with the state's UNDERGROUND INJECTION CONTROL regulations (310 CMR 27.00) by informing this department in writing of your intentions within ten (10) days of receipt of this notice and completing the work within thirty (30) days. PER ORDER OF THE BOARD OF HEALTH mas A. McKean Director of Public Health cc: Ed Jenkins, Town of Barnstable Plumbing Inspector Enc. f; Town of Barnstable BARM_ = Department of Health, Safety,and Environmental Services "B Public Health Division 367 Main Street, Hyannis MA 02601 Office: 509-790-6265 Thomas A McKean FAX: 509-775-3344 Dh*cW of Public Health October 12, 1995 B &A Fournier Realty, Inc. P.O. Box 10 Hyannis, MA 02601 ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE,TITLE 5. The septic system owned by you located at 792 Main Street, Osterville was inspected on October 11, 1995 by Donna Miorandi, Health Inspector for the Town of Barnstable. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Raw sewage overflowing onto the ground. You are directed to hire a licensed professional engineer (PE) to design a system that will bring the septic system in compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within twenty-one(21) days of your receipt of this letter. You are also directed to hire a licensed septic system installer to install the system components within forty-five (45) days of your receipt of this order. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH Thomas A. cKean, R.S., C.H.O. Agent of the Board of Health r TOWN OF BARNSTABLE CF THE T0� m�Qyw�♦� OFFICE OF DA"STM : BOARD OF HEALTH MADE. °o 039• �� 367 MAIN STREET �cNP HYANNIS, MASS.02601 October 7, 1996 Bert Fournier B &E Fournier P. O. Box 10 Hyannis, MA 02601 RE: 792 Main Street, Osterville Dear Mr. Fournier: Thank you for sending your representative, Andrew Daniels, to the Board of Health public hearing on October 1, 1996 regarding the conditions at 792 Main Street, Osterville. However, the Board of Health voted unanimously to order you to remove the contaminated soil and to upgrade the onsite sewage disposal system as soon as possible. In the meantime, you are ordered to pump the existing cesspool, daily if necessary, to ensure that it does not overflow onto the top of the ground. Health Inspector Donna Miorandi was instructed to continue to issue non-criminal citation tickets in the amount of$25. each will be issued each day the cesspool is overflowing and a health inspector observes raw sewage on the ground. PER ORDER OF THE BOARD OF HEALTH '�vl d Susan G. Ras , R.S. Chairman Board of Health Town of Barnstable TM/bcs f I I I l bert I .00T-24-1995 07:41 FROM "{'® 791578 01 BEER & NYE, INC. p Professional Land Surveyors and Civl! Engineers �1 812 Maln Street •Oster Ville,Massachusetts 028SS let. (5W) 428-9131 I FAX(508)428.3750 WILLIAM C.NYE,F.I.S.-President PE-TER SUWVA P,P.E.-Vioe Pnisident•Engineeriny RICHARD A.BAXTER,P.L.S.-Vie$President Fax Transmittal Memo ' 7672 """"""`=�.° °. cr'` tg To dJ1C1P ._.�._.... .,._._ a s Tom: _ uLw- AN.. Canpmy �Canytry Wow FIX N . TiisphoMe iFei�!�...�.,_..._�,_....r.._........_ 0.... Comments ._ _...._..._._ --- ---._..._.._...•....._. ... ........p+�positi�on: 0��?/.._...... A �Cantorp+CMup. ........ fA A,0 11 ?A 4C-S S3 lrE �LA�JV vc t 1Ti-� S GP1 C C ESIC-� tL7 > Z,( ►Ob L 'T�k" ti1,aA, uI ru" O to t5 B IU I b r5a40 Lk M rG(.< i tom_ I. I PING AND MAPPING MEMBERS OF CAPE COO SOCIETY OF PROFESSIONAL ENGINEERS AND L4H'D SURVEYORS/AMERICAN CONGRESS ON SVR I MASSAGfumm ASSMATION OF LAND SURVEYORS AIM CIVIL ENGINEERS R , HUEf6HFD LiI- TLL t�:Li . _;�: -r - :+��:! i_c i.._ Hubbard Oil co., Inc. P.O. Box 10, Brooks Road Hyannis, MA 02601 508-775-3711 • Fax 778-9403 TO: FROM: ..G 1eru:Wet DATE: /D Zf- X5•L --- — -- TOTAL NUMBER OF PAGES (INCL. THIS PAGE) NOTES: a i j /f t•1riL=•H REi4L'f`r 50E:7 r 1 1 2:z,' SALONS ON V: 617.792.0339 (effective Aug 8) The Commonwealth of Massachusetts-Governors Office 617.727.3600 D.E.P. (Department of Environmental Protection)MAIN 617.565.3420 D.E.P.Division of Water Pollution Control 617.565.3478 SALONS ON V; 27" 1 QlAn i WALSH RE T 5C+ ; 71 1 2_ < < • '-+ major solution, Were studies conducted involving actual salons? What were the test procedures that determined our effect on groundwater? How current is the information regarding the salon industry? Most important, what altemadves have been studied?(i.e.filtering systems at the sinks) Many salon owners feel caught by surprise by these new regulations and would have preferred to have had our industry involved in a decision that affects us so permanently. Indeed, as Title V unfolds, many questions have been raised about fairness and accuracy in both the residential and commercial areas, There is good news, however. Although Title V is in effect, the confusion surrounding it seems tQ have created some room for continued debate and a"re-thinking'of the regulations. The probably%yon't last long, though, and you can be sure Title V is coming down in some form on salons. Now mlghtbe the fist chance we have to Impact it. As salon owners ourselves, a small group of us have formed an organization whose primary goals are: (1) To develop state-wide industry support to argue for further investigation into the State's assessment of the salon industry. (2)To encourage the development of afternative solutions. Th►s organization is known as SALONS ON V. We intend to make sure that all the facts are on,the table and that a 'tight-tank' situation is truly needed. Our first goal to gain industry support involves extending the organization to Include other salop owners like yourself. To achieve our second goal of investigation we are considering hiring an independent environmental consultant and/or other experts to help us define the impact of the salon business to septic systems. In the meantime, we want the State to immediately hold off on applying the regulation until our concerns have been addressed. In the end,we believe this will be an important experience which will increase our understanding of our environmental impact as an industry. After all, as salon owners, we strongly bellcve in doing the right thing. We're just not sure Title V is It It would be unfortunate if salons are forced to adopt such an involypd and costly solution if it is not the only aftemative. The bottom line is this: We need to organize as an industry now, and need the Involvement of every possible salon owner. Take action by calling, writing to, and speaking with, your local and state officials. Lot them know your concerns. Ask for clarification and alternative solutions that will be both reasonable and effective. We are confident that the State will work toward a more reasonable solution If they understand how we wil be affected. Useful numbers, addresses, and information are included. SALONS ON V can be reached at 617.792.0339 after Aug 8. Call to become involved or pledge support Included with this letter you will find a petition to post at your front desk. Seek signatures from as many people as possible, then join us at a meeting so that we can share nformation and combine the individual petitions to form an industry voice Let's work together towarq determining the best solution. WALSH REALT`r' SALONS ON V Post-It"brand fax transmittal memo 7e7t NoiPageo► 3 July 26, 1995 To &JUI F,o„, co. co. oe P one N ,xj S To All Massachusetts Salon owners: p„` w C-� S r-�La ALA 2, As you may have heard,on March 31 of this year,the State of Massachusetts put Into effect new regulations that affect the use of all septic systems, both residential and commercial. .these regulations are known as Title V. They were Implemented with the intention of improving the quality of water in the state,but have been filet with an outpouring of complaints and confusion. With regard to the salon industry, Me V Identifies salon$- as industrial waste generators and requires discharge from sinks that would normally go to a septic system to be directed to an industrial waste `tight-tank". Fited with an alarm which would indicate when the tank nears capacity, the tank would then be pumped by a waste handler and trucked to an appropriate facility. These new regulabms went into effect on March 31, 1995 and can now be applied at any Ome to any salon by Individual towns through a State directive or at their own discretion. No Grandfather clause applies. Some salons have already been required to install this We of system. The early estimates of cost are around $12,000 - $14,000 fbr Installation of the tank and anywhere from $200-$500 per month for handling. Worse yet, eonsider this: What happens with that underground tank after a lease expires or a building is sold. Who will be responsible for the work and cost of the i abandonmentprocedure? Important queston. As for the procedure itself, Title V regulations Indicate the following: J504:Abandonment of Systems (3) The following procedure shall be used to abandon a system: (a) The facility owner shall apply to the approving authority to abandon the e;Mng t:yotem clung the reason(s)abandonment is necessary,and where connection to municipal or private sanitary sewer has been made,a copy of the sewer conmection permit shall be submitted wfth the application. (b) Upon receipt of the approving authority's written approval to abandon fM1 system,u*septic tank shall be pumped of its entire contents by a licensed septage hauler; (c) The tank shall be exported and removed hm the site,or the bottom of the tank shah be opened or ruptured after being pumped of Its content so as to Pmverrt rebinage of water end the tank shall t be completely filled with clean sand. z The important Issue here is the manner in which the salon Industry has been classified. It remains unclear how i the salon industry was judged to be so damaging to septic systems and groundwater supplies to require such a l I k t t i -MAWSTONS MIL.L('' FIRE DEPART-11E.NT DIL/14AZARDIRY-i HATER IAL. REL-EAt3E 0C 1 1014: STREET ADDRL-,'S OF RELEWIF ,., .0sterville Mobil 7,92 -Hain-.9treet-.- DATE: ­ TI ME OF REL-EASE: Unknown. F. A. _FA-22.5--_ r)A-yr- T I ME OF- F. D. NOT I F I C-A I T Ot 1- PRODUCT K-1-EA1,73ED. FS11HATEL) (_)'1.JANT'1T',, !; Unknown CORRECT I VF ACT 1 nN I F ANY: ......Removed-product f rook -t-abk t,J F I C,011 ON NATIONAL RE,':';F`ONSF CENTER. U I NO VXXJ DEQF_ [Xja YES U I NO DAT'E...5/-12/89 T TME_.j,.,j32.5 OIL SF,11. 1-- (30 ORDINATOR F.)al YE.(-. r, I NO BOARD OF HEALTH [mil YE G E I NO UATF..'_5/_j2/-8 -I' ! i�9 1525 _ HARBOR MASTER. U "I YES f X� NO DAI F T 9 I MF. OTHER AGENCIES: COMM.FN 1_S: Tank tightness tests by two agencies failed.-to test- -out Agencias investigating possibility- of- leaking- tankyalthough not-confirmed at this time.9wner.will. investigate further and keep.-all. in-toreated parties informed of outcome. , Owner: Fournier Petroleum/Hubbard Oil.-Zo. -- - Contact: Mr. Robert Latshaw (509) 775-0192 Tank: 4000 gallon--gasoline,approx. 17 years old.Part.ially excavated for test,tpp appears rusty. No visible stgns of 1"k in- soil or smell of product.-in area. 0 Lieut— Glen S. -Wilcox 0 r F- 0; 1 f')Fdi 41 Fiss ` ' / /� '/ -- ° CENT ERVILLE-OSTERVILLE-MARSTONS MILiS FIRE DEPAPTMENT 01.1 /HAZARDOUS MATERlAL RE| ['ASE ' � LOCATION: � STREET ADDR�SS OF RELEASE: _ _JQ2 gain Street VILLAGE- - Umtecnille"MA" D2655. DATE: _ Se temxer %Q l989 TIME OF RFLEASE-. _-DzkUuwU F. A. #: �88____ _ DATE & TIME OF F. D. NOT[� ICAT]UN: ���m�_1#QQ ----------- ______________ PRODUCT RELEASED: @������. ESTIMATED QUANTITY: _m����� ____ C0RRFC7 IVE ACTION IF ANY: -------------------------- ----------------------------- - ---- NOTlFICATIQM- NATIONAL RESPONSE CENTER [ ] YES NO [ W DATE T7ME � DLQE N0[] YES [ ] NO DA7-L_9Z.Z_Q/69 TIMEJ5��_ OIL SPILL CO-ORBINATOR [ ] YES [XX NO DAT[ TlME_ _ __ BOARD OF HEALTH [X)l YES [ ] NO DATEqj_ZWJ$.q TIME_Q9_3Q_ HARBOR MASTER [ ] YES [XXJ NO DATF TIME _____ � OTHER � C�MF--'NTS: �� ��i�-t�-��-����_����� � l�e ' - - _ -product.-in aw±l-around '1111'o,Nl qf 'tal*... -_-_-_ _--_-_ _-- -____- __ _ � � / Health-� o �� �JXgoga «�-� j�x @��� o duriu8 a��c ALL w ' oi-mxcavatipu'opw rat ���. - -- - - - _ - - - ----_ - --Thlm 1w-axwoe,'tvnk..�ha/C auouzer. leaks voro i.ouu6 ulcer departure - of Fire _________________ __ ____ ----- ------ -' --------------------- ----------- - '---- ----- REPORT BY: _��^_����_�, ]0����g�� DATF : SP ptwudber Z0,1989 WHlT� COPY ' FJRF D[PARTMENT YELLOW - PFQE PIN|� �'y[/ [ 'OMM FOrM # 58 TOXIC AND AZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS.. '(A-- T � Mail To: BUSINESS LOCATION Board of Health Town of Barnstable ,MAILING ADDRESS: P.O. Box 534 TELEPHONE NUMBER: �n��Joq 0-ony Hyannis, MA 02601 CONTACT PERSON: lC- EMERGENCY CONTACT TELEPHONE NUMBER: Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardlessof•a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: L10 ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quan ity/Case 1 G RAWtifreeze (for gasoline or coolant systems) Drain cleaners -5�&��atic transmission fluid / Toilet cleaners Engine and radiator flushes _� Cesspool cleaners j �Hydraulic.fluid (including brake fluid) _ T—L— Disinfectants r oils/waste oils _� Road Salt (Halite) - - Gasoline, Jet fuel ��� Refrigerantstr-e� i����`Qft��Diieessel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, �� vcr petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal / Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) ! Wood preservatives (creosote) Rustproofers �_ Swimming pool chlorine Car wash detergents ( Lye or caustic soda Car waxes and polishes _� Jewelry cleaners Asphalt & roofing tar Leather dyes �jO ,Y�L"� aits varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners _� PCB's / Paint & varnish removers, deglossers _ Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil &.stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which;you_feel:may., Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) �� ( •�t2Q'/ta Uaher cleaning solvents Bug and tar removers Household cleansers, oven cleaners a White Copy-Health Department/ Canary Copy-Business 4f A` ` 4 OfOWN OF BARNSTABLE -COMPLIANCE .) CLASS: 1. Marine,Gas Stations;Repair satisfactory 3.Auto Body Shops ' BOARD OF HEALTH 2.Printers �_.w• �j V�'�y �r�$, t4r/��� O unsatisfactory- � 4.Manufacturers COMPANY +©. 1�°� Z ._ (see"Orders") ' ' 5.Retail Stores ADDRESS //C 6.Fuel Suppliers � � .� fCidSS• � .� 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJORO TERIALS Case lots Drums Above Tanks Underground • IN I OUT IN OUT IN OUT #&gallons Ages Test Fuels: �= 4 4 .i Gasoline,Jet Fuel (A) t, . Diesel, Kerosene, #2 (B) Meavy Oils: waste motor oil (C) new motor oil (C) .; ; transmissionflwydrwalie Synthetic Organics: degreasers #' e ; fqt � Miscellaneous: , 30 ' $9, 44to /Z 101 DISPOSAL)R.ECLAMATION REMARKS: 1.Sanitary Sewage 2.Water Supply . w . O Town Sewer kPublic On-site OPrivate 3.Indoor Floor Drains YES NO O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O.Holding tank: MDC > /� 'Catch basin/Dry well On-site system 5.Waste Transporter - Name of Hauler 1 ',. e, s In rviewed Inspector Date SEM SOUTH EASTERN MASSACHUSETTS HOME INSPECTION SERVICE STRUCTURAL RADON MECHANICAL WATER TEST ELECTRICAL LEAD PAINT ENGINEERING FORMALDEHYDE (508)428-3562 TOLL FREE 1-617-230-5389 VIOLATION . REF# NO i \ (0r7 Z— a SEM � 9 SOUTH EASTERN MASSACHUSETTS HOME INSPECTION SERVICE 14 Nelson Lane, Marstons Mills, MA 02648 (508) 428-3562 TOLL FREE 1-617-230-5389 MVLYJ MAD Inspected Property �� .. Addressmn�l� �--ate Owner (last name) Nes (first) l (mid) I Address note: the owner is required to fj w a mor gagees if in* v olation . Client �tq--yyx F— Client Address I have recie / Inspection Date I k � Inspector. Douglas L. Williams, Sr. Inspector License # I1843 Method of Inspection: l'NarS O X-Ray; Model # Serial # i Floor ► exp da e C NyL.Dr'e , vN,i—,2 b rrs rjc2C ` Floor C.: 1 .... ..... ..: .. .. , , i� . .. .......... .. .... : . .. .. .. . . .. ....................... ................ B . .... :..... .. .. .... .. .. .. ...: .. . tt ............ . 1.. . . . ..... ..... . ....................... .. C.0. . . . . . . . . . . . ................. ............ .. ..... .....:........... A Street Side) ':) A (Street Side) PLEASE NOTE THE ATTACHED RIGHTS TO OWNERS AND TENNANTS Pb a lead cov = covered rev = reversed Neg Negative scr = scraped comp = compliance na a not accessible rep = replaced Pb more than 1,2MO./C n' with X ray fluorescence or positive with NarS is ILLEGAL Page l 0f f - 2' SEM� SOUTH EASTERN MASSACHUSETTS HOME INSPECTION SERVICE 14 Nelson Lane, Marstons Mills, MA 0264E �(508) 428-3562 TOLL FREE 1-617-230-5389 KITCHEN r c �3A4� SIDE SOURCE Pb LOOSE COMP. COMP. SIDE SOURCE Pb LOOSE CAMP. COMP. DATE METHOD DATE METHOD Lower Wells co C Wells OLULCO upper Wells V- - Cd Lower Wells r. Chair Rails Chair Rail Baseboards h C/ Baseboards N Door (Q Door �- Door/Casin /Jamb Door / Casing /Jamb Ell- Door Door Door/Casin /Jamb Door/ Casing /Jamb Door c Window Sill/Apron Door Casing /Jamb Casin / Header/stop Door ash u onsWh Door/Casin /Jamb G Exterior 6I11/Part Bead 113> Door C- Exterior Side Sash Door CasingJamb Upper Cabinets A Window Sill/Apron ✓ Upper Cabinet Walls Casing13 /Header/Sto / �1 Upper Cabinet Shelves Sash Mullion Q Lower Cabinets Exterior Sill/Part Bead ,� Lower Cabinet Shelves Exterior Side Sash r Shelves � C Window Sill/Apron Drawers C Casing/ Header/Stop kl Floor {/ N Lcelv C Sash/Mullion Ceilin ✓ G Exterior Sill Part Bead Exterior Side Sash Window Sill/Apron CasingHeader/Stop Sash/Mullion Exterior Sill/Part Bead Exterior Side Sash , Window 8111/Apron Casing/Header/Stop Sash/Mullion Exterior Sill Part Bead � L, Exterior Side Sash U er Cabinets bj Upper Walls U er Cabinet Walls Lower Walls 7 U er Cabinet at. IY4 Chair Rail Lower Cabinets Baseboards Lower Cabinet.Walls P R Door •r v Lower Cabinet Shelves Door/Casing/Jamb Drawero 14 Door Closet Door Interior Door/Casing/Jamb 40 *$at Casin /Jamb Window 8111/Apron Closet Walls Casing/Header/Stop Closet Baseboard Sash Mullions loset Shelves Exterior 8t11/Part Bead Floor G per Exterior Side Sash Celli n Upper Cabinets Lower Cabinets Lower CabinetShelves Shelves Closet Wells Closet Door Interior Closet Casing /Jamb Closet Baseboar . t Shelves l Floor Ceiling -DV C CP4&ergyr� ✓ Y G r D { ,i cst ' '�ASrL L iiq Pb moos than �.2�rphxri' withh X-ray duorresoenoe"ot.poe�itive with Na�S is ILLEGAL Page _ of OWN rMw >• �>•l47TMMF3IUlXM�Yl70�� VL7 �Wn. IVA.I = �Or-TTIl .VAM-nTFFi.T.VNO rr m UM ® ..S • fLLta-- � ®� • :• � twww�wwww �� r��afwwww � ... twwtww■w� tom! ... _ r,��wtw.ww■� tMM ... tw�ww�tw�■w �.� ... ww� ri �=■ fps, • . c.�wow�� �� .. twt■wt■wiwtwtw wr�f���•m�nn��>tt��f�w�ww ww� dTntt■twwfww� �.� ��f�-��sf' twtwwtww�� Iwr�t ... r< wwwww■ttw ONE � : ���� ff•�fti�L7 Y;7���� ww � • �� � w■wtw�� � . . rti�ww�ww�ww �� .' wt■ww�� �■ tfswwww� rcw�.� rl:ao®� e w��� wrest �.• �cwrr�o�� � - wwwtww�� wf�� r,«�■v�� tt�� , :." rs4•�fttr�w�wwwtw wtFi . :.'' r��f���� ttfti7 .. . • • r1e•7H►�I�H� ffEr� ... ,. • YJ�7wl���� iw�wt■iww�� • fttttr_� . . . isaww■�� � �....; ,. „• twftw��l� west �.•.• _, ,.. .„• wZ��o L'I,Tjor--m ,' 1����:::'l�-� f�!�7f�'T=��.r�•r��Iit7l��� �►� . . .,. r;�.���saw�t� ttttr�� r�tew�� t�.� 1►s�sww�wttw w��� r:��ftr���� 7rr- ZM�w�-� -H= ]Ta'If1tl,•.. w®�� lwEiT17/'RlIIIT,T�F&5- �i-- �i:nnrr _.•. wi■wwwwwtww �;:yr.�t:nnrri__ . ter. . w■ww�ww�t� www � w■��� twwwwwww� �ww • a, SEM 1 , SOUTH EASTERN MASSACHUSETTS HOME INSPECTION SERVICE 14 Nelson Lane. Marstons Mills. MA 02648 (508) 42$-3562 TOLL FREE 1-617-230-5389 Board of Health Although not a requirement,q , we at SEM take the business of lead detection seriously and by this letter and enclosures are informing you of inspections done in Your town on residence s or rental units 105 CMR 460.000. These reports dshow tonly the first page regulations and are of instances with lead paint violations only. pag� The full reports are kept on file at SEM for reference if needed. Should your department need any information on Lead Paint Inspection requirements or removal procedures and regulations SEM has fully qualified staff to help. Sincerely, Jf=<; Douglas L. Williams Sr. Mass Lead Lic. # I1843 G� (Y" e r r , The Town of Barnstable • Health Department VM3TA , per• ` 367 Main Street Hyannis, MA 02601 Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health June 18, 1991 Ms. Myrna Citroni Emergency Housing Assistance 460 West Main Street Hyannis, MA 02601 Dear Ms. Citroni: On Friday, May 29, 1992 I performed a lead determination analysis utilizing sodium sulfide on the property located at 802 Main Street, Osterville. There is a high presence of lead in the basement dwelling where Sandra Aiolupotea resides. Ms. Sandra Aiolupotea has a young child , Sinatala Aiolupotea, whose date of birth is March 12, 1991. This is a clear and present danger to the health of this child. The child must be removed from this property or the dwelling must be deleaded and as indicated at this present time it is a financial burden to the property owner and may not be able to be de- leaded due to her financial status even though the law states that the property must be deleaded within ninety (90) days. Thank you for your attention to this matter. If you have any questions please call me at 790-6265. Siilcerely., Q 4 Donna Z. Miorandi Health Inspector ii Q (� cJ �i�� 5�c�a�✓���JGnvict� �" • ctvgdhood Lid Polsonln0 Pr+wnt►on Program NAMIun F.Yid �1tatG goo.532.9571 rM P. ro cos JoudLf �oatazs. G a2>,�o-s�97 g,�xewy 617422-s7oo, �a�6>7-s,22-87ss prM K Mullgon Comm"«w r� LEAD DETERMINATIONS REPORT FORM Date of Determination: Inspector: License ' Sulfide Expiration date: Sodium Model: Method Used: _ X-Ray Fluorescence Serial : Apt. 1 property Address: Description of Property' Single family f Multi-family units C2--_­__ Garage • Fence Other structures Property: Pre-1978 Age of Prop post-1978 ' occupant: f a e' Occuparbt un er six y9ars DOB: DOB: ' DOB: DOB• 001 Occupant' s Telephone: r Property Owner(s) = i Owner' s Address: FS Owner's Telephone: _ r �� reater than l.� mg/cm� °r a gray o_ indicates an illegal level of lead An X-ray fluorescence sulfide black reaction to sodium determination. and constitutes a p fih'1 of lead paint as a result Of a or covering by '� `.' • re lacement, must be performed only Any removal, p inspection of Labor and this report or subsequentthe Department .deleading contractor licensed by I Industries. ` 175 is .�•..,�.. . f,. _' — T .. ,.� _.. �,. .-:. .� .•�. ham:.. _.-..�... .... J... � ._ ._ � — - .. � ....-..-� _� � . .. .... _ •--' L THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH • '� °CITY/1'OWNy ' � h DEPARTMENT ` O ' ADDRESS � TELEPH0hfiE Addtess i7, A0 � ('1` g �,t�FOccupant�D. t nI � ��E-� �Kr� �f`'Floor - . Apartment No. _ No.Occupants 'ram No. of Habitable Rooms._ _ No. Sleeping Rooms No. dwelling or rooming units — No. Stories ! I- Name and address of owner )__�f � Remarks Reg. Vio. YARD Out Bld s.: Fences: Garbage and Rubbish: Containers: Drainage Infestation Rats or other: a STRUCTURE EXT. Steps, Stairs, Porches: Dual Egress: and Obst'n.:' O B ❑ F ❑ M Doors, Windows: Roof Gutters, Drains: Walls: Foundation: Chimney: BASEMENT Gen. Sanitation: Dampness: Stairs: _ Lighting:. STRUCTURE INT. Hall, Stairway: , Obst'n.: ! G ' '`� v t1 Q !il ! � -- � C#__1 Hall, Floor,Wall, Ceiling: ' --'► -/ v Hall Lighting: ^ Hall Windows: z HEATING Chimneys: IfC i Central ❑ Y ❑ N Equip. Repair r _ W TYPE: Stacks, Flues,Vents: a PLUMBING: Supply Line: _ ❑ MS ❑ ST ❑ P Waste Line: m H.W.Tank(s) Safety and Vent(s) CD ELECTRICAL Panels, Meters,Cir.: 0 ❑ 110 ❑ 220 Fusing, Grnd.: AMP: Gen. Cond. Distrib. Box: �° Gen. Basement Wiring: DWELLING UNIT Ventil. Lgtng. Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen V'k ttlr) -:rw - °C i'� Bathroom '~/ ).,I"11 ,! IM 7/ t-1 1 1.11",.', - ��.1i`+"D1:) .1) Pantry - Den Living Room Bedroom 1 Bedroom (2) - Bedroom (3) Bedroom (4) Hot Water Facil. Sup.Ten., Gas, Oil, Elect.: _ Stacks Flues Vents Safeties: Kitchen Facilities Sink Stove Bathing, Toilet Facil. Vent., Plumb., Sanit'n.: Wash Basin, Shower or Tub: Infestation Rats; Mice, Roaches or.Other: _ Egress Dual and Obst'n: General Building Posted: Locks on doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR. (See Over) "THIS INSPECTION REPORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND PENALTIES OF PERJURY.",,': INSPECTOR ; TITLE DATE TIME I i� -P:M. A.M. THE NEXT SCHEDULED REINSPECTION , ��ff' , �0 �" ,1 �_ P.M. 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions, when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health,. or safety and well-being of a person or persons occupying the premises. This listing is composed of these items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.000 through 410.499 state minimum requirements of fitness for human habitation, any violation has the potential to fall within this category in any given situation but may not do so in every case and therefore cannot be included in this listing. Failure to include shall in no way be construed as.a determination that other violations may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of the violation(s) pursuant to 410 CMR 410.830 through 410.833 nor shall it affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B) and 410.202. (C) Shut-off and/or failure to restore electricity or gas. (D) Failure to supply the electrical facilities required by. 105 CMR 410.250(B) 410.251(A), 410.253(A), 410.253(B) and the lighting in common area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage system in operable condition as required by 105 CMR 410.150(A)(1) and 410.300. (G). Failure to provide adequate exits', or the obstruction of any exit, passageway or common area caused by an object,' including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450 and 410.451. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (I) Failure to comply with any provisions of 105 CMR 410.600 through 410.602 which results in any accumulation of garbage, rubbish, filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of lead-based paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regualtions for Lead Poisoning Prevention and Control 105 CMR 460.000. (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or Impairment to health or dafety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilities as are required by 105 CMR 410.351 and 410.352 so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either operable. (2) failure to provide a washbasin and a shower or. bathtub as required in 105 CMR 410.150(A)(2) and 410.150(A)(3) and any defect which renders them inoperable. (3) any defect in the electrical, plumbing, or heating system which makes such system or any part thereof in violation of generally accepted plumbing heating, gas-fitting, or electrical wiring standards that do not create an immediate hazard. (4) failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A) and 410.503(B). (5) failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550.. (N) Amy other violation of Chapter II not enumerated in 105 CMR 410.750(A) through (M) shall be deemed to be a condition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the board of health. -,��.. � � ��� l r ��- �1�� �� - - .�._..� _ . _ TOWN OF BARNSTABLE LOCATION J�'a_q,4 A AZA SEWAGE # VILLAGE 0 5-fek- c.2441, ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE.NO. 160d.r,060 SEPTIC TANK CAPACITY DO® 6 A L LEACHING FACILITY: (type) (size) NO. BEDROOMS BUILDER OR OWNER J0///l, `43 C L PERMITDATE: �` COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet pjleaching facilitX) Feet Furnished by YO-4 A' �� '1 �...�, � � ,- .. �— i /9e � � �.� � 3, � 8—� r �� � �-�- �®� � y TOWN OF BARNSTABLE LOCA T ION A*441-$-'l 40l-r -JToPro,.. SEWAGE # VILLAGE C�`'1le�P� ASSESSOR'S MAP & L0TJ1!Z-1r16 INSTALLER'S NAME&PHONE NO. A'A,10La 173 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 7 (size) _ A .* 3/ NO.OF BEDROOMS /ON BUILDER OR OWNYR Aiar,G[. PERMTTDATE: COMPLIANCE DATE: 0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) . Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet . Furnished by � - �yy �� � � y �y � . �. J u a � ,� � � �� . . TOWN OF BARNSTABLE , LOCATION S n tgTn-sr' SEWAGE # VILLAGE (e st eA-t-CG e. ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. /5,®st,T o L as 771 SEPTIC TANK CAPACITY -f.LEACHING FACMrTY: (type) (size) NO.OF BEDROOMS BUILDER OR O R �� L- PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by y \ �� r� � � � � � o I �� � ,� �� �� � � 3 �� � -� � � e- � �� ��� ��s� � o� �� /�� � � , .. � �� c)q 10, a� \ loll 7 804 Main Street Osterville,Mass. Owner; `R.T.Neese System consists of 3-6 'x10 ' block cesspools. �I LEGEND CIO EXISTING MONITORING WELL -H N o ® DESTROYED MONITORING WELL v o O 0 SOIL BORING LOCATION a pj E'ji N EXISTING MONITORING WELL WITH Q Q O HISTORIC LNAPL PRESENCE s DESTROYED MONITORING WELL WITH Mg��17 N Q HISTORIC LNAPL PRESENCE #0B32 Ln SOIL VAPOR PROBE - d -APPROXIMATE ZONE II BOUNDARY N SUBJECT PROPERTY BOUNDARY (APPROXIMATE) Qs SEPTIC SYSTEM MANHOLE p o 0 0 0 ® DRAINAGE MANHOLE ® CATCH BASIN # YARD LIGHT O u 00 cn U �.-OVERHEAD WIRES M08117 sslr^ MAP 0 vaaos�/w 03 `V O � C aCONCRETE #��91>MAP #e18 M 11> 'o� #1 oS17 Q ^ 24 AP 4 h+-� �- EXIST. ELECTRIC/COMMUNICATION (APPROX.) #8812 W d dj -- O ,-- - EXIST. WATER LINE (APPROX.) ( Ats �� L� oo O 00 EXIST. GAS LINE (APPROX.) �®' H C,4 o EXIST. UTILITY POLE / ` o / 55 O O v� J804 jY^ y ! �J l V II r 7 #792 MW-812 _i E/ xl ! 1 / •^1 dt _ m, 17 MW-829 ® NPu / r7 // air Q h Q 4� ,s ^�(8Oy # / LJ ! ses 717 ~ � l � ®R Pa_� p Z � /� a s 835 '�SrT ��` M e ``J -gm �e BA RIEDELL O RFFr M�� /OV ` • � ® 6. ` e`< PLUMBING W O MAP 11 O ® e N 101 #829 M Sq NW Q _ J Mjpd17 MW-4WAO v x sSo^7Qf1 J < r O #82g MAP 0 tijy / Z ,09O117 ZD # 4 08217 MW 6 4 �p m' O Q # 03 17 �G W w w # 1 �j1_ M�89177 ^3g� �S I�W 1 J M 179 7 j Ij #80, N � CD > ui> Q W-IOWA - �? M AP 09,17 MAP 117 U) $MW-BPW # 10 # 00 79, ®s' ^9 W 0 O A4 0j17 W g X W-PL 0 #8 m MW-BPC MW-27WA (•' MAP 791 Z O 11317 'NAP 11> - BREAKING rx W 174 GROUND d #44 MA p RESTAURANT W MW-22WAW MAP z 0g217 z MW-BPE O 22 W J U M !' carooriwiur DESIGN DATA rj HI 1st.Floor-Retail:4950S.F o ILI. _ -.r � 4950S.F./I000S.F.=4.95 � '• ppM4.N�� /.•• bWrbneer.d. ' - 4.95 x 50 GPD=247.5 GPD ' � • 2nd.Floor-Office:3654 S.F. ••: , 3654 S.F./I OOOS.F.=3.654 , •�l• • e 3.654x75 GPD=274.05GPD ts-' % d 1 .4r �• b I _ 3rd.1 Bedroom Apartment (Future) a ••, •.j' • No Garbage Grinder: 110 GPD o y'�' •� • / . ,-.• / PAvw•TMI.•aw► ftN lerr.ri/F "� Garage Total Flow of Building-632 GPD '� • t t i j/ \'• �.• ' j Septic Tank:632 GPD x 200%=1264 GPD o Use a 1500 Gallon Septic Tank •v G> N �' �P w"'O`P'� �✓ ' �0 4 1 LEACHING AREA � i •b 30 *• 1,, M l.' Iz 1:' , 632 GPD/0.74=854"SF Required ?�0• • ;,• V� a` S idewatt=2(12'+502=252 S.F • • ••a''• J O , 1 O • / l I - 612 SF - � -I x5 omArea 2 :1 � 4S •1 r'••o'DBAw '• .•;..' p■aa1Nr>. Batt - < 864 S.F.Total Provided • I s ('�le •e:.' ):•. .• / •+owe. ; +ipRy 1 LEACHING CHAMBER DESIGN ands oo U, r ••�i s.. A �--- I to be Schedule 40.Use _ II Pipes •1 A p � 1 � ina >. Office/ Chamb ers of � Leaching F ,.a z s,r i - e y w 5 500 Gal.Le g Stab/ a I 1 110 on ■ ate, > ' u Be . Reid as Shown ' o _ 2 + t Washed Storms _ew 1 5 s v 2x _ l Spec ..w p.., i LOCUS PLAN , Scale I 2000r .�1-.t. ` Assessor's Map 117 Parcels 176,82& 83 ' NOTES p„pp6e•C.• 1 I w.n e� ei•f , L Water Supply ForThis Let is Municipal Water � r••.=--'1ti oe .,� 2 Location of utilities Shown on This Plan Are Approx. _ 1 v ti h At least T2 Hours Prior to Any Excavation ForThis Perc Test P-9389 Data 4/&" �r.r,.snel I Proied The ContraetorSholl Make The Required L tlficationto0i Sofe(1-800-322-4844) SEIne, P.SuEivan SoHealth 0.MlMWA 1 >' EaM . No 9 I eee�,.r. 1 ved I a 1 F 3 The Contractor is Required to Secure ApproPriater II�L>t� 1 I T�i1 luse,srr/r i Permits From Town Agencies For Construction 0-70■ AP F6 and mist.construction noble .17 be ., �„p R»•'( DefinedbyThisPlan r I�wn.ra,a d ;. 7C-133" C Coarse Sand,sblgle gratrred 10YR616 eI Jeff al" t ;R T ry■�iy 4 Install Risers asRequiredtoWithin 12wof No Water Encountered -------� t7 Asa. a' e.a+a.u».e�w sTe..s Finished Grade. II4. ` ''"'' 5.All Structures Buried Four Feet orMore arSubject " a^r - ai � � _ to Vehicular Traffic tODe H-20 Loading. Teat Ho% 2 ,'`r _ woof Ru»oPP rPt.ei _ 10YR6/S 6 Septic System to be installed Accordance With 0'-120■ C Coarse Sand,single grained -- "JOy •wo.e.e• .w,.,e.. 310 CMR 15.00 Latest Revision And The Town of area,��egg b� 1 11%1 6►LISV04 .OR OW Sy ' j - .. Gal•[. w�.w ,,�,�� Barnstable Board Of Health Reputations 7 All Pipxlg to be SctL 40 PVC. No Water Encountered Perc®36' Pro k 6 Minutes 25 Gag" PLAN VIEW MAIN STREET f�farerw Scale: I"=40' OF BG.26.0 { F.G.23.5 Finish Grads Y Filter Compacted FIII F PETER 24. 2f.3 1 SULLIVAN is Fabric Top El.22.3 C NO.29733 s w . 23.7 Sep�c Tank 23.5 1 Bot.E1.19.3 , CIVIL N I/6-1/2 21.T •ti• Psa Stour I --�, 21.5 Bedding as 1 - 6.8 `yD Per Title 5 GaF `S e. Leaching 3/4"-1 1/2w. 13' 10.5 88' d Double Washed Remove All Unsuitable Material BpitmounTest ter E1.12.5 a Chamber _ Stone For ucel W/Clean System And No Ground Water 4-lo asslMate"aI. SITE PLAN 12 -0 I DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM I PROPOSED SEPTIC SYSTEM Not to { AT CROSS SECTION OF CHAMBER 804 MAIN STREET . NOT TO SCALE ' OSTERVILLE, MASS 1 FOR I , DUNHILL DEVELOPMENT CO. LTD. There are not wetlands within 100 feet of.the proposed leaching facility. SCALE: AS SHOWN DATE*-A UG. 12,1999 Septic tem. ENGINEERING INC. d GN Its within t50 feet of the propose p System. � SULLIVAN EN There are no private we , _ There are no variances requested or needed. t OSTERVILLEe MASS_ ' A/F WILL Aar rdwlRr Remove All Unsuitable Material 1 ♦!p _Fo r •'• For 5 AI I Around System And ''3 .- 320 G'23. Replace W/Clean Class Material F.G.22.5 iposr' ',fin. �.o I •• �• .. y z%` voNn •o t.• p•• .6 1 as tLC.STM•lNT. 10RSMI�s R¢ potM 0 19.5 Top EI.20.5 FMnNa 1500 Gallon I _ 3; �„ y6T R�p • 1 •VE'• •F 9.9 20.3 Septic TonK 20. �:.. I Bot.El.17.5 .r __ _ _ �,.ti. 19 19.7 .•.cam.•: - - >.�•t: L-- -- -� 5.0' zozTM':�; _ 1 �~� • ° V Bedding,as $P I ) `^ • t Per Title 5 .o aR.,r•r.. w a Ust.laty.W/F �O (' ° • Bottom of Test Hole El. } - 49 '*a,� 4'\ :+r�'"•O iv�'"s�WN a:�..rs sT Garage (Recoil Store) No Ground.Water �.e ++•° k' "✓"""•"'v"'` DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM �a Not toScole C� li . :• _ DESIGN DATA -, ' '1 ` ••�• •~ e•• , +t , I x • r-Re10i1�1770 S.F. . p•,vV(a o,.°cK ... �. sa•T,c I 1 '• •endl Oj �j e•. s •, 1st.Floor aW.ur ••...,• .. �_ � d770 sf/ -Res sf=L77 Finish O"Ok sacT`aa TM`s N -^' 1 iJ � 1.77x50GPD=88.5GPD t+ o0o r oG `'•. Use 200 GPD Min. t i 1 + FilmYX i• niterFobric asnioeclad fill " s 2nd Floor-Office: 1095sf j I v 1095sf/I000sf=1.10 Iro:� 1 LOCUS PLAN 1.10x75GPD=82.5GPD pe8knt I ° *°wK�a ,�� oc• p�•�. ' s Use 200 GPD Min. "0 ° - Z,s Scale: 1"=2000' 03 Total Flow of Building=400 GPD Leaching s/a•-1 i/!• i; r- ,°" -'�' w Septic Tank 400 GPD x 200%=BOO GPD « a"°""'' Dw eIt wa,lyd 1 I RCMova a•,•T. ,., '�'� slant (, o�C Assessor's Map 117 Parcels 176,f32 dsL 83 Use a 1500 Gallon Septic Tank 1 I LEACHING AREA Iz'-o' FRca(B: R e osedA,.h o/F stroaua r aRa uie. JI See 4rch.Drorigs too Q f`c�a•000 1 c• 400 GPD/O.7Q=5,41 sf Required PfODO1�il ab Stool ��+FT Sidewall:2(12+31 )2=172sf R•awlSPlleonslee/ Bottom Area:12'x3l'= 372sf CROSS SECTION OF CHAMBER crorislwu '•'NDT TO SCALE 544sf Total Provide _ I LEACHING CHAMBER DESIGN All Piping to be Schedule 40.Use 3- Rasaay. 1 N Es10 Conerefe 500 Gal.Leaching Chambers ina v Poo S I ( 12'z 31'Washed Stone Field as Shown A' � L > r \ I 11 �•J Pumps ":"'.r�•K ���TNRaw� / sTowa.i uv.ie.J a w/ puw OPF POA ROOF FR-a- G.D RIM lL 30.1 Remove All Unsuitable Material ?s.ao I •esRR= "ow er [OKG. WALK a0-01..FOY•OR'Oa¢OVF° For5Al1 Around System And - �- \ -m"•� F.G.26.0 - 4 ��• Replace W/Clean Class I Material F.G. 23.5 / MA/N w � // CO1•�w,•ut I � STREET 23.0 21.3 To {/ c.•. 1500 Gallon I p EL 22-3 i. 22.7 Septic Tank 22.5 _F LAN VIEW c7s I Bot.El.l9.3 21.9 21.7 c�CALE:Iu=40t ;t.c-::.ter.-_:_t,v•>: I_- - ---� 6.8' p ' Bedding,as OF Per Title 5 Bottom of Test Hole El.12.5 (Office/Retail Building) No Ground Water ! PETER LVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM SULLIVAN Not toscale II NO.29733 � ° CIVIL DESIGN DATA There are not wetlands within 1001eda of.the proposed leaching facility. Ist.Floor-Retail:4950 S.F p 4950S.F./IOOOS.E= S.F NOTES There are no private wells within 150 feet of the.proposed septic system. 4.95 x 50 GPD= 247.5 GPD There are no variances requested or.needed. ��•1� 2nd.Floor-Office:3654 S.F. 1.Water Supply ForThis Lot is Municipal Water � 3654 S.F./I OOO S.E=3.654 2 Location of Utilities Shown on This Plan Are Approx. 3.654 x 75 GPD=274.05 GPD At Least 72 Hours Prior to Any Excavation ForThis terra Ted P es99 pate uelYY 3rd.I Bedroom Apartment(Future) Project The ContmctorSholl Make The Required SEIne R.81Mn BoHeekh D.Laonxid 1 NoGarboge Grinder: IIOGPD Notification to Dig Safe(I-800-322-4.844) Zffi 1 Total Flow of Building=632 GPD 3 The Contractor is Required to Secure Appropriates 470. AP ��,,, corletrucfiorint'b1e SITE PLAN Septic Tank 632 GPD x nk 1264 GPD Permits From Town Agencies For Construction 7,-t33• c Cow"Bard>�Walled tayrmte Use a 1500 Gallon Septicc To Tank , Defined byThis Plan. PROPOSED SEPTIC SYSTEM 4. Install Risers asRequiredtoWithin 12"of No Water Encountered AT LEACHING AREA Finished Grade. 804 MAIN STREET 632GPD/0.74=854SFRequired 5.All Structures Buried Four Feet or More orSubject _ to Vehicular Traffic tobe H-20 Loading. Dhiy%ked area, toyame OSTERVILLE,MASS Sidewall=2(I2'+502=252 S.F. tom' o Coel>b ��st� eo= 12'x51' = 612 SF O1rti°°e1�'g�` FOR BoltomAr B64 S.F. a= 1 Provided 6. Septic System to belnstalledinAccordance With No WSW Encoudel.d � DUNHILL DEVELOPMENT CO.LTD. LEACHING CHAMBER DESIGN 310 CMRI5.00 Latest Revision And Tt►eTown of ���, Pro Sook e Mhutes�a,s01e Barnstable Board of Health Regulations Its f a�eerw SCALE: AS SHOWN DATE:A U G. 12 a 1999 All Pipes to be Schedule 40. Use T. All Piping to beSch.40PVC. SULLIVAN ENGINEERING INC. 5-500 Gal.Leaching Chambers ins AOPEo F�ETAII_5 roRE OSTERVILLELMASS 12'z 51' Washed Stone Field as Shown REVISiOPi H 1?-/on SEt'�tC SysTEM - 1 � � Z a s - � � CL to 69 aK �fie,> _ _ I � -c use �� ram-06� - 011 -» AA I __ - ��_ , - � ___--- . ' C `�Leis.• f � _ � _ --------- �— 1�;� 1 - - - 1 � rT-•�, �` I x-t�< +•lair, ,:. 1 __— - /� ( -...J.[��/ �/ ♦�//.. �� - C.'.•1 "" II i t l 6 Li v w� �5 3 ' � f --� ! 72 _ Zl Q— ,go 191, -- 3 n II p Y YS CPublic Health Division �Y t 5 '` :` An+OE R. - Town of Barnstable PO Box 534 r2,1 ?,4 ' O Hyannis,Massachusetts 02601 � ` U Fax Phone (5 775-3344 (� „ p �—�— �' Phone(508)790-6265 � � �(�/� `� ILIL 0 soy 4A7,51 L)3 \/ Eric. rMiL- 77A L 6 mi �7 LL v— veor zg,r7 0A ty 0 29�,o b � .•� '�.. ' 4v/ 0 SF -100 15 LA H v FT BQILTDIW41� -zr7,7 7 l'2S OD 10 - 4-0 v,/ W.4" Q T> o rz 77- CuLTEc ,FI-41AVA4EW-:m (Pzv) D A TA ISL-AMtn -715 'F3 A, C5 1�1 yo-rAL ,100, xpyl.�, AA I P I AA U AA FLo V,1 PEfZ. 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