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0210 YARMOUTH ROAD - Health
. 21.0 Yarmouth Rd °32$=14 Used Bikes j } a r c^ Y ry Y I' Miorandi, Donna From: McKean, Thomas Sent: Monday, September 17, 2018 9:29 AM To: Miorandi, Donna Cc: Miorandi, Donna; Desmarais, Donald; Stanton, David; Parziale, Jim Subject: RE:ViewPermit, Permit No:TB-18-3020 Please sign off the building permit application today. From: Florence, Brian Sent: Monday, September 17, 2018 9:23 AM To: McKean, Thomas Cc: Miorandi, Donna; Desmarais, Donald; Stanton, David; Parziale, Jim Subject: RE: ViewPermit, Permit No: TB-18-3020 Hi Tom and Inspectors. Good morning.... we need to be thoughtful about situations like this, there are policies and regulations...then there are General Laws and common sense... how we implement them is a direct result of how we are perceived. The owner of 210 Yarmouth Road is under a direct order from me to demolish two buildings immediately because they are unsafe and a danger to the public. We are apparently worried about a technicality where an abandonment permit has not been obtained. Imagine the newspaper headline that reads:Two people killed in building collapse due to health division bureaucratic bungling and red tape. Building commissioner orders a dangerous building demolished and the health division effectively defied the order because a septic abandonment permit was not submitted. We have a local ordinance that prohibits me from issuing a permit without your approval, but there is a General Law that allows me to order the buildings to be demolished. General law trumps a local ordinance. I am happy to show you the MGL that allows me to proceed without your sign-off but we should be working together, not at cross purposes. Let's not let bureaucratic bungling get in the way of public safety.You have the power to deny the reconstruction permit when it is submitted... that is all the power you need. Can we get this permit application signed off with a condition that the septic systems must be in compliance prior to any construction? Thanks for your consideration, -Brian From: McKean,Thomas Sent: Friday, September 14, 2018 2:57 PM To: Florence, Brian Subject: Fw: ViewPermit, Permit No: TB-18-3020 Brian I am okay with it. From: McKean, Thomas <Thomas.McKean @town.barnstable.ma.us> Sent: Friday, September 14, 2018 8:35 AM 1 f Tn• Minrnnrli rinnna• nPrmarair- nnnnlri- Ctantnn n;wirl Subject: RE: ViewPermit, Permit No: TB-18-3020 I'm okay with approval of a DEMO permit and for the continued use of a working system - if the applicant provides a written agreement to ABANDON the existing systems and construct a replacement compliant system(s) on or before October 1, 2020. But for a BUILDING PERMIT(for new construction), as always required, an engineered plan and DWCP permit must be obtained from the Health Division before a building permit for new construction can be approved. From: Miorandi, Donna Sent: Friday, September 14, 2018 8:14 AM To: McKean, Thomas; Desmarais, Donald; Stanton, David Subject: FW: ViewPermit, Permit No: TB-18-3020 Hello: As you can see Lebel doesn't want to abandon an existing septic system that is old and who knows what the rebuild will be for. In the meantime, perhaps for two years he wants to keep the septic system. My answer is no, I just want the brain trust opinion. Thanks! Donna From: Doug Lebel [mailto:douglebelCabgmail.com] Sent: Thursday, September 13, 2018 4:44 PM To: Miorandi, Donna Subject: Re: ViewPermit, Permit No: TB-18-3020 Hi Donna Thank you for contacting me. Mr Macgregor(owner) is not willing to remove the two existing working Title V systems that exist at 210 Yarmouth Road. Where in Title V does it require an owner to remove a working septic system? The two systems are planned to be utilized when we renovate or rebuild the two buildings. According to a letter received by Brian Florence if we demolished the two buildings they could be rebuilt within two years. 2 If you insist that the existing two septic systems have to be removed to demolish the buildings we will not move forward with the demolition. I would be happy to meet with Brian Florence at the site to determine what he wants us to do to secure the buildings. I can be reached at the number listed below. Heritage Realty & Development Inc. 377 Iyannough Road Hyannis, MA 02601 douglebel e,gmail.com 508-776-3600 On Thu, Sep 13, 2018 at 2:43 PM, Miorandi, Donna<Donna.Miorandi Qown.barnstable.ma.us> wrote: Good afternoon Doug: I am the inspector assigned to this building/demo permit for 210 Yarmouth Road, Hyannis. You will need to take out an abandonment permit for this septic in order for me to sign off on the permit. Any questions call or come in to see us. Donna Miorandi, R.S. Town of Barnstable Health Inspector 3 I ) Town of BarnstaUXe Department of Regulatory Services 7 Public I3eaith Division Date MASM 200 Main Street,Hyannis MA 02601 �63p ♦e ' Time Fee Date Scheduled Pd. ,foil Suitability Assessment for Sewage Di osal �11EL A 1 034Lh I C��S �r WC, Witnessed By: Performed By: ------- LOCATION'& GENEIct3.,r.o OINMAr_SI�N Arr, Q, kb�C Location Address �(ar W1 U Vt I A r ddress �y q 1 ^.�10, ovl 14 al, N( � Engineer's Name �0 v� Assessor's ap/P4rce1: / 2Q da _ NEW CONS'TRU(b':TION REPAIR Telephone#6o 7 7 Slopes(90) Surface Stones Land Use ft Drinking Wat ! ft er Well ft Possible Wet.Arca____—— Distances from: open Water body____ ft Drainage Way ft Property Line —ft other SI�+�['CH:(Street name,dimensions of lot,a act locations of tes t holes&perc tests.locate wetlands in proximity to holes) r h�U-f-h �oa � � � I . _ I � rD•a �i i I 00 ZG rre.s C. A 148 roo 143 - 149 , _ f s, t i 144 MAC so 147 x r soac 3 Isr 143 h .sues ' C _ Ic y\51 r,NO� eC.S ,, ►c � R Q i U 4 238 p %59 a j /7,r 3 _.ac Depth to Bedrock O Parent material(ge(ilo ic g ) Pit FnCe Depth to Groundwatdr. Standing Water in Hole: I Weeping From 1 Q Estimated Seasonal F#igh Groundwater .1 D- 7,gNiTNATION TOR SEASONAL HICIi'WATICIR TABLE ZZLI Method Used: I( in. Depth to soll tnatuh`tent fr' Depth dbperved standing in obs.hole: ip -Groundwater Ate Depth tolwceping from side of obs.hole: Adj,faCIOr .. Adj.©toundwater vei -� In Well level Index Well N ,^� aiiiag Date: DAtp "-d PERCOLATYON TEST � n>p 11 Observation Tinto At 9 .�.------ -^- rr? Note# / Depth of Perc ` ! Time(9„-61 1) Start Pre-soak Time.@ -- — - I i End Pre-soak G� I'1rn Rate..11vinch Passed `___— Site Failed; Site Suitability Assc smcnt: Site Additional Testing Needed(YIN) Original: Public He'ith Division Observation Hole Data To Be Completed on Back---------- ou must first notify the ***If percola#On test is to be conducted within 1.Oweek`t'T3Oto 'b ginning. 'Barnstable C40servation Division at Ieast one(1) p ------------- DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. on htenc % 'ravel 2 Prue — 3 P L S DEEP OBSERVATION HOLE LOG, Hole#_ Fpf."c from Sail Horizon Soil Texture Soil Color Soil Other e(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistcnc ib Cira e1 L S )Orh 6 b k�l C 14 lc5 ;DEEP OBSERVATION HOLE LOG Hole# Depth from" Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stmctare,Stones,Boulders. Consi tenc Gravel) t t " L �•„ i 1 � ;DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones.Boulders. onsisten ry I Flood Insurance Rate Map: Above 500 year flood boundary No - ✓ Within 500 year boundary No Yes Within 100 year flood boundary No v Yeses Depth of Natut"Y Occurring Pervious Ma'teriul Does at least fo r feet of naturally occurring pervious material exist in all areas observed throughout the area proposed f r the soil absorption system? ''"L7 If not,what is the depth of naturally occurring per ious material? Certification �V a�,(' I certify that on.� (date)I have passed the soil evaluator examination approved by the Department ofvnvironmental Protection and that the above analysis was performed by me consistent with . the required.#a:expertise and experience described in 310 CNM 15.017. Date Signature 2f0� Q:%$EPTlC1PERCt40RM.DOC - J `06/09/2005 15:00 7817690513 LA 1 11. L I-'F;l7G SUMMARY OF SALIENT FACTS AND CONCLUSIONS Property Appraised: . 210 Yarmouth Road Hyannis, Massachusetts Rights Appraised: Fee Simple Estate Value Appraised: Market Value Date Of Appraised Value: June 14, 2003 Record Owners: Ann B. Babcock, Trustee of Milton Babcock Trust . Borrower: N/A Land Area: 13,504+/- square feet Flood Zone: Zone X, Panel 25001 0005C, dated 8/19/85 Improvements, 2,226 square foot warehouse/function hall and a 1,231 square foot house. - Tax Identification: Mal) 328 Lot 148 Zoning: B-Connnercial Highest And Best Use: Commercial Land 10 SPR Meeting Notes 08/17/2000 SPR 124-00 New Jerusalem Tabernacle of God's Disciples 210 Yarmouth Road,Hyannis (R328-148) Pastor Abraham appeared before the panel seeking to legitimize a church use on this site. There are two buildings situated on this lot. The applicant seeks to establish a small daycare and office in addition to the sanctuary. Health inquired about the trash disposal method. This is done daily, the applicant responded. Mr. McKean asked about the water and sewer lines. The applicant was unsure about the sewer connection. The water is connected, he noted. Planning noted that this is a permitted use but expressed concern regarding the parking provisions. There are 14 , Pastor Abraham stated. We can fit 10 comfortably. Currently, the parishioners utilize a total of 7 cars. It is a very small congregation. The meetings are Tuesday and Thursday evenings and Sundays. Engineering commented that the overflow parking (in the lot across the street- Appliance Mart)would be adequate for the times that the services do not overlap the extended store hours. The Building Commissioner asked the applicant about the history of the building as he had been informed that there was a fire in one of the structures. The applicant indicated that this was true but the damage was to one side of the building and adequate repairs have been made in order to allow the use. In response to a question about the number of members, the Pastor replied that there are currently 10 - 15 members. Currently, they are leasing this building but they would eventually like to purchase it. The Commissioner questioned the applicant regarding the size of the area in front of the stage. Discussion ensued during which it was estimated that the church has six, 12' pews. (six on each side of the aisle). There could be over 100 people there the Commissioner exclaimed. Approval would be conditional; a restriction on the number of parishioners would be imposed. Health interjected to inform the panel that town records indicate that this property is not on town sewer. The applicant was ultimately limited to 50 members. It was determined that there is a cess pool on this site. If the system is not failing the church will be allowed to utilize as is until a threshold/or failure triggers Title 5 upgrading. The applicant must have an inspection performed and provide documentation to the Health Department. Conclusion: Continued pending the results of the septic inspection. (The Pastor informed the SPR Coordinator that they have been unable to raise the $150.00 necessary to have the inspection performed). 4 26 January 1998 Mr. Gerard Martin Massachusetts Department of EnvirorT' "' ' fal petite b1i Southeast Regional Office TOWN� '' `- `M 11 20'.Riverside Drive .'Horsley&Witten, Inc. Lakeville, MA 02346 �$ JAN 30 M1 Sextant Hill so Route sA RE: RTN 4-i3201-Downgradient Property Status.Submittal for Sandwich,MA Grandpa's Used Bikes, 210 Yarmouth Road, Hyannis, 02563 Massachusetts (508)833 ssoo Dear Mr; Martin: Fax(50e)e33 3tso Horsley & Witten Inc. (H&W) has prepared this Downgradient Property Status Submittal for Grandpa's Used Bikes, 210 Yarmouth Road, H annis, Massachusetts in accordance with requirements Y q specified in the Massachusetts Contingency Plan (MCP). The submittal includes this, letter, a BWSC-104 Downgradient Property Status Submittal:Form signed and stamped by Mark Nelson LSP and our Downgradient Property Status Report for the property dated 26 January 1998. The required fee has been submitted to the DEP and a copy of the check is included for your information: This. submittal has been prepared on behalf of our client,-Mrs: Anne ` ) Babcock, owner of the above referenced property. Mrs. Babcock received a Notice of Responsibility from the DEP dated 12 August 1997: Additional certifications necessary for Downgradient Property Status have been provided by Mrs. Babcock.in a letter from her attorney to Thomas Powers at DEP includedin the addendum of the report. This submittal is also being sent to abutting upgradient and - downgradient property owners/operators; owners/operators of known or suspected sources of the release, and Barnstable municipal officials. Boston&Sandwich,MA Mr. Gerard Martin 26 January 1998 - Page 2 if you have:any questions please give me a call at (508) 833-6600,. Sincerer, HORSLEY & WITTEN,.INC. Begley Senior Environmental Engineer Enclosure cc. Haddleton & Collins, P.C. 251 South Street P.O.- Box 1298 Hyannis, MA 02601 AT-IN: Russell-E. Haddleton Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 ATTN: Tom McKean, Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: James Tinsley, Town Manager Barnstable Municipal Airport Boardman-Polando Field 480 Barnstable Road, 2nd Floor Hyannis; MA 02601 ATTN: John McDonald, Manager Barnstable Water Company 47 Old Yarmouth Road Hyannis,'MA 02601. ATTN: George.Wadsworth, President Horsley&Witten;Inc. Mr. Gerard Martin 26 January 1998 Page 3 Hubbard Oil Company, Inc. P.D. Box 10 Hyannis,,MA 02601. ATTN. Fred Fournier Nelson Coal & Oil, Inc._ 180Iyanough Road Hyannis;MA 02601 ATTN. P. Gordon Nelson, Jr:, President Volta Oil Company 140 Samoset Street P.O..Box'10470 Plymouth, MA 02362 ATTN: Bruce Garrett, Vice President of Operations Kitchen Appliance Mart 201 Yarmouth Road Hyannis, MA 02601 ATTN John.Gralton, President Bay Colony Railroad 76"Main Street Buzzards Bay, MA 02532 AT*rN: Larry Genander, Manager Horsley&Witten,Inc. y • 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 a_ 13201 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) Grand a's Used Bikes Street: 210 Yarmouth Road Location Aid: Cityrrown: Hyannis MA ZIP Code: 02601 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,1,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 Tracking Numbers. Specify Affected Release Tracking Numbers: Submit an optional Phase I Completion Statement supporting an RAO Statement or Downgradient Property Status Submittal (complete Sections A,B,H,1,J,and Q. i ® Submit a Downgradient Property Status Submittal(complete Sections A,8,G,H,I,J and in. Check here if this is a revised Downgradient Property Status Submittal. Date of Prior Submittal i Submit a Termination of a Downgradient Property Status Submittal(complete Sections A,B,I,J and Q. Submit a Periodic Review Opinion evaluating the status of a Temporary Solution(complete Sections A,B,H,I,J and Q. Specify one: For a Class C 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 Deployment of Absorbant or Contaminent Materials Removal of Contaminated Soils ❑ Temporary Covers or Caps Re-use,Recycling or Treatment Bioremediation O On Site Q Off Site Est.Vol.: cubic yards Soil Vapor Extraction Describe: El Structure Venting System Q Landfill Q Cover O Disposal Est.Vol.: cubic yards Product or NAPL Recovery Removal of Drums,Tanks or Containers Groundwater Treatment Systems Describe: .[] Air Sparging Removal of Other Contaminated Media Temporary Water Supplies Specify Type and Volume: Temporary Evacuation or Relocation of Residents Other Response Actions Fencing and Sign Posting Describe: SECTION C IS CONTINUED ON THE NEXT PAGE. Revised 4r7/95 Supersedes Forms BWSC-004 and 010(in part) Page 1 of 4 Do Not Alter This Form Massachusetts Department of Environt� "*` tection BWSC71Q4 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) 13201 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 REMEDIA71ON WASTE: (if Remediation Waste was sent to an off-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: O Contamination has been reduced to background levels. O A Threat of Release has been eliminated. Class A-2 RAO: You MUST provide justification that reducing contamination to background levels is infeasible. Class A-3 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 B-1 RAO: Specify one of the following: O Contamination is consistent with background levels Q Contamination is NOT consistent with background levels. Class B-2 RAO: You MUST provide an implemented AUL. If applicable,provide the AUL expiration date: Class C RAO: M Check here if you will conduct post-RAO Operation,Maintenance and Monitoring at the Site. Specify One: O Passive Operation and Maintenance O Monitoring Only O Active Operation and Maintenance(defined at 31 MCMR 40.0006) F. RESPONSE ACTION OUTCOME INFORMATION: If an RAO Compliance Fee is required,check hereto 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) O Notice of Activity and Use Limitation O Grant of Environmental Restriction Number of AULs attached: Specify the Risk Characterization Methods)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: S-1 Q S-2 0 S-3 Groundwater Category(ies)Applicable: GWA 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 B-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 417/95 Supersedes Forms BWSC-004 and 010(in part) Page 2 of 4 Do Not After This Form F Massachusetts Department of Environmental Protection . BWSC-104 �r Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM _ 13201 Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) G. DOWNGRADIENT PROPERTY STATUS SUBMITTAL: 0 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. R 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(ii)the provisions of 309-CMR 4,03(5),to the best of my knowledge,information and belief, > if Section S indicates that a Downgradient Property Status Submittal is being provided,the response action(s)that is(are)the subject of this f 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,(i) 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; > if Section B indicates that either an RA 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()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. a Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s)and/or approval(s) issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provision LSP Name: Mark Nelson LSP#: 7893 Stamp: OF Telephone: 508-833-6600 Ext.: �' FAX:(optional) 508-833-3150 NELSON Ike T®9� Signature: Date: ?( A(k) «C/ I. PERSON MAKING SUBMITTAL: Name of Organization: N/A . Name of Contact: . Mrs. Milton Babcock`c/oRtg§.ei-I Title: Attorney Haddleton Street: Haddleton and Collins 251 South StrPat . P.O. Box 1298 City/Town: Hyannis State: MA ZIP Code: -'02601 Telephone: 508-771-3132 Ext.: N/A FAX:(optional) 508-790-3760 J. RELATIONSHIP TO SITE OF PERSON MAKING SUBMITTAL: (check one) RP or PRP Specify: © Owner O Operator Q 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) FJ Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.5G)) Any Other Person Submitting This Form Specify Relationship: Revised 47/95 Supersedes Forms BWSC-004 and 010(in part) Page 3 of 4 Do Not Alter This Form ironm 111# Protection BWSG-104 Bureau of Waste Site Cleanup RESPONSE ACTION OUTCOME (RAO) STATEMENT & Release Tracking Number DOWNGRADIENT PROPERTY STATUS TRANSMITTAL FORM E -1 13201 Pursuant to 310 CMR 40.0180(Subpart B),40.0580(Subpart E)&40.1056(Subpart J) K. CERTIFICATION OF PERSON SUBMITTING DOWNGRADIENT PROPERTY STATUS SUBMITTAL: 1, J?U'� g 11f�u: L ,attest under the pains and penalties of perjury @ that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form;(i)that,based on my inquiry of thelthose individual(s)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,lithe person(s)or entity(ies)on whose behalf this submittal is made satisty(ies)the criteria in 310 CMR 40.0183(2);(iv)that lithe 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. lithe person(s)or entity(ies)on whose behalf this submittal is made istare aware that there are significant penalties,including,but not limited to,possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. By � k-4-4.e.� Title: cc (signature) For: Mrs. Milton Babcock Date: I— CAS (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: �& ty -i y ' Cityfrown: 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' ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(ii)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. lithe person or entity on whose behalf this submittal is made ads aware that there are significant penalties,including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. By. Title: (signature) For: Date: (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: City/Town: State: ZIP Code: Telephone: Ext.: FAX:(optional) YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE,AND YOU MAY INCUR ADDITIONAL COMPLIANCE FEES. Revised 4/7/95 Supersedes Forms BWSC-004 and 010(in part) Page 4 of 4 Do Not Alter This Form �I.I�i.I.�_...�I1--�:.II:,I-.I-I 1�1,I..1.�.1,IOt-.-_:,,"I_-..I.."6�I�,I-L1',�:1,�-.�-��,1I�.�I�.,.,...I..�`-I.."1-,l.�-1,".,'-I,�-II1,,I-::,1.;.�1,"-,1,",I,,,.I"__,,,.,"I-�"1".;"-."-"."._,�.--"_-1'—,.�:.,.,��:I���,_,.-,-,".,,l 1.L,,I".11-..,..,.��l.--,-.-,�.l":"r,,�-.--,:,�1,1'1.-.-,1�:.�1 -,1_,.,,.;,,�.�.�,I.-,I-1 I-;,�,�.'',�I:"�.?,,�t,,"—,,�",-_I,,.,,_�_",,:--,z,-,_,L'�-�I-:"�,1,:.�1-�,.,,.I.�''�,:,.-z__"1,�'1.�i�-,,��'`,.-,.,-1,�.�_�,,_11�-I-.,"-�-.,�,�__-,�,,__"1.,1," ♦\ -� - . -� a \~ -. <. 1�.---,-,-_-..,.,l,.1-,1�-�I".,I,.,I-�,-�.;1,,�4�-.,:�1X_-�'��_,.1,�,,'.:,-0.,�,.,I-�,_�.,��,"'I,I..-t,�-,,.-�,z-;-11,.�1.,I'-1,,-,1-,;�1,,.�-�-_�..,,.,"�,I-.`�a,I'.-.;, �-�.-,-.�,-1�-.,�_,-,,-,-A� 2:",.,f.I,-.,".,I�_�.�1..,��I�_,-A,�-_I"�1,*,,..�,!,1,.1 1_1-.,_,,�,I-.�,.�I,�,1.*:1--.I'��*,....".�',_.II�1',-4,1�::,L��,�-�-"-�I.-.-�--".1.,1"1��-.,,-�,:��1,-I�,,-,.1-,I,-.,,I4.-�,,,..-..--,-1._�.II1.'.�-�,'1.�1".,"7� a.n.' _ - .'-I_,-,.-,,",.--,I�-*,,,,.,,,�,,,,,--�,-',—�I--O-/�,1�,I,.I��.-1,.o,I.,"_/.�-�.�*�,�.�.�.,.rI�l,z;,1I,,1��,�.',..--...�,'_,�sf,.jII'.I��--_,.��.I�--r-,�,.,��,,"Y",'.�,..�1�.",1.�-t.-,,,.- -.,--:"� k.a ♦ i v', 1 n f T h` - �* t; ,y, A, t -!; 9f \ Y- ( f L T \I Y b f e ^• I ti tl' - _ a Hors ey:&Witt en; Incm. t , N ,I ' ,, r . t f Environmental' Services a a ..r E. * 4 3^ '. ,s �ci.R 0/ � s T,_ c . •�-t< .' _ t_ -�" r t ,e I v V- A " / _ ..r ,R~, r . '`, s , •."*,. .L y. ', 5 "f.t - V' ,r h F <:i ,e. r s..-s ./ + -�._,.,I�,�,��,,.�1 I._I�,1;,-:I I"--,1:-,.,I,�,�, 0. , 1 l s " �� 3 - iDowngradientrProperty Status-Submittal Report t ` s1 E t.; ax J Grlcipa's Used:Bikes X ` ' ',`# ' I :i K r Y° 210 Yarmouth Road r ` r � .: 1 . r ,,, R , ,y t Hyannis;:_MA b2601 r ;, �', ' • _ t " �, ` _ ir r IZ- 4 13201 ,, Z ti 26 January 1998 t. '`' -, tit , `., t: '-v 4 r.r ""�s i c `_ t '';^. ' a 7' .c t .., ° ^'� 'S„`. ? rf - Y,r r s S 4.. v a ''e i. i ata ," `Y r .;l �zxLt �t.-, .�.,'y�3. !fi. 'mot{ " c. a p r� �' ar t`} '� " _y c .:s ; '-.r >.,..{ i a a :4 k a 's. r t..z r l� 4 i r } 1 . r, . ,`s'; f5'.a'lei' �f ar Ni %sa 4 , h t S 2 � r �,.t 1� { t , . ` `, , r', 1 , ." ', 5 Y y f. \ y 1 Prepared For f a, w Y y 4ec T s., "r +"" t, ,� K _ ��• MRS .MILT BABCOCK s I� .: I ;"� R. '' 1 ._' '� ♦. ryy y2 r t _ r -7.'. h ' ,,,, h ♦ ;al.:_ " P' ',1,- :`, y t P4 .x \L.♦� /y, M sue, 'd+ �:t - �.. z f .,f se + r \ \. '.f F' T t t V dti � L hi: kr - _ [ o• ".. s t a F o, h ,.4 :"{ k ..%4 , -;.,..'�..,�..'.,- -,�'..�,-i,I-,.;.,,1i'-�1-�,1,��" r 4 '+ -. 4 � 4 1 � A F k l \S,, it ,-r _ ,.•:. I -i ,c ` ; . } ,, } Submitted ToII ' '' �x:'' a - �� `" r MR GERARD MARTIN ` , _- r` t A j c ,I \ "` _ DEPARTMENT':OF ENVIRONMENTAL'PROTECTIQN -' .� i s 'r ~" ,� I , - ,i (,< ,: � A -' ..20 RIVERSIDE DRIVE -I Y i t �, r t�' x F,4 t , -.,, a r _ .ter z , c h ; , r ,'. LAKEVILLE, MA 02347, xZ f ,, $ems, 4�t l j Y, r ,e+ { i`x .c .3 ¢ r -:sr :f� y tfia , f" "4 ' -,may r rp k � ' r �� r�LM r yE �� 7 Tsx ,Pi' > y > �,'�''M 4 '♦ R- 1 9 - and ., L{ ( ♦.♦ .2 i . �'I , '� t -f z .`x��I�ti E` { ��. ~ t 1"s_ S -_f F �s , , �' Y ", x.. r � , s 1 '✓ • E 4 )� �z 4 s r r° r" :tI r r- �c -r y�yay. } s s f's i,-. " P ;,r, 'a „*<°,.t.. �' ;� �.,-. 1 \.. t W > S.'i'_ ✓f h:: '1 '. �I J-.• ryC F� f ♦ } �"4{'f S -. �1*-`t {•• Js. .:. s -s, i -y. ,` _ z s� _x .e e --, .yr't*- -',„, t'.r"' '.'*' £6a' x z,£'`{ V 3 ,; y, „'t �_ �e ,. '` vn "',` \ ;,\w. .f ?• rs4 L+ ,.-,. 4,,. i s Ley � , s .,+�. 4 C t+4.. �¢ !- F r_ i h I, -! t-. .f-. s yt , ti i�t `ty9 ,"'%a, v (.T ;+.r ,fir `. _ t , I N r 4 > . .1't .'.� _ � r - s , TABLE OF CONTENTS � ti Page' 1.0 Introduction 1 2.0 Field Investigations 1 3.0 Laboratory Results 5 4.0 Assessment of Downgradient Property Status 6 ' I LIST OF FIGURES i Figure' Page 1. Site Location' 2 2. Regional Site Plan 3 1� LIST OF TABLES Table I. Results of Laboratory Analyses for Contaminants Page of Concern 5 2. Massachusetts Contingency Plan GW-1 Standards 5 APPENDICIES APPENDIX 1 Boring g Lo for HW-1 APPENDIX 2 Laboratory Data Sheets APPENDIX 3 Letter from Russell Haddleon to Thomas Powers ' Dated 10 November 1997 APPENDIX 4 Letter From the DEP to Mr. John Gralton Dated 22 July 1997 1.0 INTRODUCTION ' ! On August 12, 1997,Mrs. Anne Babcock, owner of the property at 210 Yarmouth Road, Hyannis, received a Notice of Responsibility from the Massachusetts Department of Environmental Protection (DEP). The Notice, ' issued in accordance with Massachusetts General Law (M.G.L.) 21E, indicated the DEP had reason to believe that a release of oil and/or hazardous materials had occurred on the subject property currently occupied by Grandpa's Used ' Bikes. The DEP based its opinion on the results of analyses of groundwater samples collected from two monitoring wells, OW-24S and OW-24D, located on the subject property (Figure 1 Site Location Map and Figure 2 Regional Site Plan). The test results, documented in the report titled "Unit 3 Group, Barnstable Aquifer Protection Project, Phase Il - Comprehensive Site Assessment Report" dated March 24, 1997,prepared by SEA Consultants, Inc. (SEA report) ' i indicated the groundwater was contaminated with naphthalene and total petroleum hydrocarbons (TPH) in excess of applicable Groundwater 1 (GW-1) Standards. ' Horsley & Witten, Inc. (H&W) was retained by Mrs. Babcock to provide Licensed Site Professional (LSP) services and investigate conditions at 210 ' Yarmouth Road. H&W reviewed the SEA report and concluded that the property at 210 Yarmouth Road was downgradient of several known sources of petroleum t contamination in groundwater. According to the SEA report, groundwater flows in an easterly direction (Figure 2) in the area toward the Barnstable Water Company Maher well field. In addition to naphthalene and TPH, ' groundwater test results reported in the SEA report indicated that concentrations of ethylene dibromide (EDB) were also above GW-1 standards in OW-24S and in upgradient wells. A field investigation was conducted to evaluate potential on-site sources of contamination on the subject property to see if there was any contribution to ' I groundwater contamination. In addition, H&W collected groundwater samples from OW 24S and OW-24D and a newly installed monitoring well, HW-1, on the upgradient western boundary of the property. I' i 2.0 FIELD INVESTIGATIONS On September 3, 1997 H&W staff visited the Grandpa's Used Bikes property at Oil jDawngradient Property Status Subrnittal 24 cem5&-1-99-7 Grandpa's Used Bikes 210 Yarmouth Road Hyannis,MA �, 1 //�t\��11� +�1 lPJ/ZY��a�a , 1 � v.� ��+�`f�8' "°� g� il!,✓�� t► ,�� ,,� � � yyy p�' t �M I• �� I � 111 j�Q Ff 4011 Vo All 15, qW. yam/ A r'vf � t � d�♦ III - #� :_. `dam;'` :- 1N _ V o NCO-3 9/96 ? Grandpa's Used Bikes •"` 01 Naphthalene 29 ug/I TPH 51 mg/I H W-1 9/97 . - Naphthalene 130 ug/l p TPH 4.9 m g/ 1 MCP6- i y T 1 1 1 Rio ` O s wa ft 1 Vw w AWowjr"oto 1 � OW24S 7/96 9/97 Location t. 1 Naphthalene 230 ug/l 56 ug/l 1 of usr• 1 auwta TPH 3.5 mg/l 2.8 mg/I 1921 ►o:gh e R0000dd . OW24D 7/96 9/97 1' _�_ 1, Naphthalene 2 ug/l ND ' 1 `outlet 1 Appliancert y i TPH ND ND wet GMW-21 8/96 1 11e�.� 1 Naphthalene 4.6 ug/l ROu TE t ens-4 -t TPH 3.5 mg/I 'G 2$ 1 t 143 ANOUGH KOXI emw two 1 ; Figure 2. Regional Site Plan Grandpa's Used Bikes d , Horsley & Witten, Inc. 210 Yarmouth Road Environmental Services 1 Last Revision Date:26 January 1998 1 210 Yarmouth Road. Grandpas Used Bikes is a small bicycle rental and repair shop. A residential house was also present on the property. The general condition of the property was poor with a number of rusty bicycles and an old bus between the shop building and the boarded up residential dwelling. No signs of dumping or disposal of oil or hazardous materials were present. ' According to Mr. Thomas Baker, the operator of Grandpa's Used Bikes, the business generates less that five quarts of waste oil on a yearly basis. All waste oil is returned to its place of purchase for disposal. Monitoring wells OW 24S and OW-24D were located on the property and inspected. ' On Thursday, September 11, 1997, Desmond Well Drilling operating under H&W supervision, installed a new monitoring well, HW-1, at the upgradient edge of the property. Hollow stem augers were used to install the borehole. ' The well was completed to 30 feet below grade with 20 feet of 2" diameter, schedule 40 PVC pipe and 10 feet of .010 slot, schedule 40,PVC screen. The screened interval was set 7 feet below and 3 feet above the water table. The well was flush mounted and sealed with concrete from 0-1 foot and bentonite from 4-6 feet and 18-20 feet below grade. The rest of the hole was back filled with native material. The water table was located at 23.61 feet below the top of casing as measured with an electronic water level indicator upon completion ' of the well. A boring log for HW 1 is included in Appendix t While on site for the installation of HW-1, H&W personnel collected water samples from the two existing monitoring wells, OW-24S and OW-24D. Groundwater samples were collected for analyses of total petroleum hydrocarbons (TPH)by GC/FID,ethylene dibromide (EDB)by EPA Method ' 504.1, and volatile organic compounds (VOC's) by EPA Method 8260. The two wells were sampled according to Massachusetts DEP protocols for monitoring well sampling. Bailers found in the wells were removed and discarded. Representative water samples were collected from OW-24S using a new 3 foot long PVC bailer and nylon string. OW-24D was purged using a submersible pump and new tygon tubing. Approximately five well volumes of water were removed from each well prior to collecting the samples. These volumes were removed in order to obtain a more representative sample of the groundwater flowing through the aquifer. VOC samples were collected in 40 col glass vials preserved with HCL. EDB samples were collected in unpreserved, 40 ml glass vials, and TPH samples were collected in 1L glass jars preserved with F 2SO4. Care was taken that no air bubbles were present in the vials. Three vials each for VOC and EDB analysis and two jars for TPH were filled from each,well for purposes of laboratory quality control. Petroleum odor was noted in OW-24S but not OW- 24D. All samples were immediately placed in a cooler and then refrigerated before delivery to Groundwater Analytical of Buzzards Bay, Massachusetts for analyses. wngradient Property Status Submittal 24 December 1997 Grandpa's Used Bikes 210 Yarmouth Road Hyannis,MA 4 On Friday, September 12, 1997, H&W staff visited the site to sample the newly installed HW-1. Massachusetts DEP protocols were followed as for the previous wells and samples were collected to be analyzed for the same parameters. Petroleum odor was noted in the well. The well was purged using a submersible pump and new tygon tubing. Once filled, the samples were immediately placed in a cooler and sent to Groundwater Analytical. 3.0 LABORATORY RESULTS Groundwater samples were analyzed for TPH by a modified ASTM GC/FID ' method, volatile organic compounds including naphthalene by EPA Method 8260 and ethylene dbromide by EPA method M4.1. The results of analyses for contaminants of concern are presented in Table 1. Table 1 Results of Laboratory Analyses for Contaminants of ' Concern Well ID Naphthalene TPH µg/1 EDB µg/1 µg/1 1 OW-24S 56 2,800 BRL* OW-24D BRL BRL BRL ' HW-1 130 4,900 BRL * Below Reporting Level EDB levels were below reporting levels in all samples. Concentrations of naphthalene and TPH were also below reporting levels in OW-241). ' Concentrations of naphthalene and TPH above GW-1 standards (Table 2) were found in both OW 24S and HW-1. HW 1 is located on the upgradient edge of the property and OW 24S is located downgradient to the east. The concentration o of naphthalene alene and' TPH were highest in the� b most urgradient well HW-1. Table 2. Massachusetts Contingency Plan GW 1 Standards Ethylene Dibromide 0.02 1 (EDB) µg/ Naphthalene 20 µ /1 TPH 200 µ /1* *Standard effective 31 October 1997. Formerly 1000 µg/l. i Down gradient Property talus Submi ttal 24 December 1 997 Grandpa's Used Bikes 210 Yarmouth Road Hyannis,MA 1� 5 The groundwater samples collected from HW-1 and OW-24S also contained other petroleum related volatile organic compounds: A full list of ' compounds detected is included in Appendix 2 along with laboratory QA/QC procedures and test results. 4.0 ASSESSMENT OF DOWNGRADIENT PROPERTY STATUS The property at 210 Yarmouth Road, Hyannis currently occupied by Grandpa's Used Bikes is located downgradient from several documented release sites including: • Volta Oil Compare DEP Site No. 4-0026• y , • Hubbard Oil Company DEP Site 4-0392; e Nelson Coal and Oil Company DEP Site 4-0716; Kitchen Appliance Market (formerly Cotton pickin.T's) DEP Site 4-0852• • Bay Colony Railroad (potential 1940s gasoline spill); and ' • Barnstable Municipal rt DEP Site 4-0 Airport 823. Contamination found in groundwater at the subject property appears to be ' present as a result of releases of oil at upgradient pgr ent source locations. H&W s investigation at the subject property indicates that the contaminants seen in groundwater samples from OW 24S and IM 1 are consistent with contaminants seen in upgradient, off property wells (i.e. NCO-3, GMW-21) as documented in the SEA report (Figure 2). Groundwater samples collected from OW-24S and HW 1 in September 1997 showed higher concentrations in HW-1 at the upgradient boundary of the property indicating an u adient source. P!� The subject property hmeets the re quirements for 'Downgradient Property Status" (310 CMR 40.0180). The contamination is carried to the property with '. groundwater flow, from west to east in the area, and does not appear to come from on-site sources. Current operations on the subject property do not appear to have contributed to the identified groundwater contamination. This opinion is based on H&W's review of site conditions, information available from the SEA report, H&W's field investigation and certifications documented in the attached letter from Russell Haddleton, attorney for Mrs. Babcock to Thomas B. Powers dated 10 No 1997 (Appendix 3). In addition, the Kitchen Appliance Market property, located directly upgradient of the subject property, has established Downgradient Property Status as documented in a Ietter from the DEP to Mr. John Gralton dated 22 Jul 1997 (Appendix 4). y DowngradientProperty Status ubmit Grandpa's Used Bikes 210 Yarmouth Road Hyannis,MA 24 December 1997 6 i APPENDICES 1 1 APPENDIX 1 1 , 1 � i i is i i ' I BORING LOG Boring No. HW-1 ' Sheet 1 of 1 Project: Grandpa's Bikes Date: 11 September 1997 Client: M.Babcock Completion Depth:3o-59'from pvc Boring Contractor. Desmond Elevation: BoringEquipment Hollow Stem Auger Inspector. Neal Price Ground Water. Date Depth,ft. 11-Sep-97 23.61'from pvc Depth Sample Penetra./ Blow USCS USCS USCS Well Depth Feet Description Number R Count Code Color An larity Comments Details Feet Protective Casing with Ca and I"& 0 SAND f/w- ' Cement 0 yor, c . Based on NA NA NA NA NA 2 observation of auger cuttings 2 a? ' 4 1 Annular Space Sealed with Bentonite 4 geology similar to that logged NA NA NA NA NA 6 from spoons at OW-24S, 100 feet to the east 6 10 NA NA +�fk. NA NA NA 10 ' 12 .;.':. 12 14 Native Backfill It tan,f/c SAND.Based on NA NA NA NA NA 14 `: 16 observation of auger cuttings 16 18 ' I � IS ' 20 NA NA NA NA NA Annular Space Seale d with Ben tonne 20 22 22 ' 124 WaterTable_ --------- 'r ---- NA NA NA NA NA 24 ' 26 It tan,f/c SAND.Based on 26 observation of auger cuttings 28 28 30 NA NA NA NA NA 30 32 32 34 34 36 36 Proportions Used: Abbreviations: Color Angular isce trace(tr) 0-10% Blue(Bn Green(Cr) Round(rnd.) Fragments(frag.) Fine=(F) Fine to Coarse=F-C little(Ii) 10-20% Red(W Cray(Cy) Angular(ang.)Cement(Cem.) Medium=(M) Very=(V) some(so) 20-35% Light(It) Brown(Br) Well-Graded(W-C) Coars=(C) More/Less Dark(dk) Orange(Or) Poorly-Graded(P-C) Dark=(dk) Rust(Ru) Black(Blk) Not Available(N/A) H&W,Inc. 1' i i APPENDIX 2 I ' , I S y Groundwater Analytical. Inc. GRDUNDWATER 228 Main Street ANALYTICALBuzzards Bay, MA 02532 Telephone(508)759-4441 j FAX(508)759-"75 ' i September 18, 1997 �I ' Mr. Mark Nelson Horsley & Witten, Inc. 90 Route 6A, Sextant Hill Sandwich, MA 02563 Dear Mark: Enclosed are the Hydrocarbon Fingerprint Analyses performed for the Grampa's ' Bikes Project� sampled on 09-03-97. This project was processed for Standard d Two Week turnaround.. A brief description of the Quality Assurance/Quality Control procedures employed by Groundwater Analytical, and a statement of our state certifications are contained within the report. This letter authorizes the ' release of the analytical results and should be considered a part of this Should you have any questions concerning .this report, please do not hesitate to contact me. ,! Sincerely, Jonathan R. Sanford Vice President JRS/awc Enclosures i GRDUNDWAT�'R i ANALYTICAL ASTFlYdrocaribon Fingerprinting er3r8nt8 (Modified) ' 9 P ing (GC/FID) i Field ID: ON-24D Lab ID: 17876-01 Project: Grampa's Bikes Batch ID: HF-07101 Client: Horsley & Mitten Sampled: 09-03-97 Cont/Prsv: 1L Glass/H2SO4 Cool Preserved: 09-03-97 Matrix: Aqueous Received: 09-04-97 Extracted: 09-04-97 Analyzed: 09-16-97 Qualitative Identification ' None Quantification PARAMETER CONCENTRATION REPORTING LIMIT (mg/L) (m9/L) Total Petroleum Hydrocarbons BRL 0.5 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS o-Terphenyl 0.038 0.039 102 % 60 - 140 % ' BRL = Below Reporting Limit. Method Reference: Method D3328-78 (Modified) - Comparison of Waterborne Petroleum Oils by Gas Chromatography, volume 11.02 Water, American Society for Testing and Materials, Reapproved (1982). I' GROUNDWATER ANALYTICAL ASTM METHOD D3328-78 (Modified) ' Hydrocarbon Fingerprinting (GC/FID) Lab 10: 17876-01 HYDROCARBONS LABORATORY 90.0 i 70.0 ' ! 50.0 I ' i � 30.0 , i 10.0 ' j 0.00 20.00 40.00 60.00 80.00 100.00 Retention time in minutes i 1 ! it ! j ! SR13UNDWATER ANALYTICAL ASTM METHOD D3328-78 (Modified) Hydrocarbon Fingerprinting (GC/FID) Field ID: OM-24S (x2 Lab ID: 17876-02 Project: Grampa's Bikes Batch ID: HF-0713-F Client: Horsley & Mitten Sampled: 09-03-97 Cont/Prsv: 1L Glass/H2SO4 Cool Preserved: 09-03-97 Matrix: Aqueous Received: 09-04-97 Extracted: 09-04-97 Analyzed: 09-16-97 Qualitative Identification This sample has GC/FID characteristics that are similar to Gasoline. Quantification PARAMETER CONCENTRATION REPORTING LIMIT i (mg/L) (mg/L) Total Petroleum Hydrocarbons 2.8 0.5 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS o-Terphenyl 0.038 0.038 99 % 60 - 140 % t t 1` 1 1f ! BRL = Below Reporting Limit. Method.Reference: Method D3328-78 (Modified) - Comparison of Waterborne Petroleum Oils by Gas Chromatography, Volume 11.02 Water, American Society for Testing and Materials, Reapproved (1982). GROUNDWATER ANALYTICAL ASTM METHOD D3328-78 (Modified) Hydrocarbon Fingerprinting (GC/FID) �I Lab iD: 17876-02 HYDROCARBONS LA80RATORY � so.o 70.0 ' 50.0 i 30.0 i 10.0 0.00 20.00 40.00 60.00 80.00 100.00 Retention time in minutes I ' 1 !I i GROUNDWATER ANALYTICAL. QUALITY ASSURANCE Project Narrative Project: Grampa's Bikes Lab ID: 17876 ' Client: Horsley A Witten Received: 09-04-97 A. Physical Condition of Sample(s) This project was received by the laboratory in satisfactory condition. The ! : sample(s) were received undamaged in appropriate containers with the correct preservation. ' B. Project Documentation This project was accompanied by satisfactory Chain of Custody documentation. I ' The sample container label(s) agreed with the Chain of Custody. C. Analysis of Samplelsl i No analytical anomalies or non-conformances were noted by the laboratory during the processing of these samples. All data contained within this report are released without qualification. GROUNDWATER 228 Main street ANALYTICAL T „a'eSOe;'7 02532, CHAIN-OF-CUSTODY RECORD P ",Name:\ FAX 508)4 e475 AND WORK ORDER (p� Fl : N4 10510 S �D��S P &LJ TURNAROUND STANDARD(10 Business Days) ANALYSIS REQUEST memo Project Number: Add ae:, vwatw e.�.ro.tant.e se f( "� -��'�� 0A`r j O PRIORITY(5 Swlnsss Days) •�`" DORM.$ 01% t1T(p I4 RUSH(RAN. en.IRttl Han(pler N� city/Sta 0/Zlp: Inwn�quru Awh Awnauaan wwRe.q) ,� '� Ne OI W 1`1^ Please FAX O YES O NO Project Manager: �'►le m FAX Number: o Telephone: M ►.- r%)t-t Sc✓1 To S 8 33 �,�a�, BILLING N Purchase Order No.: GWA Reference No.: INSTRUCTIONS:Use separate line for each container(except duplicates), Sampling Matrix type Contalner(s) PrwsrV lion PlNend $ c o R �u SAMPLE IOENTIFICATON uNUMSER� W a S x $ 3 � � (w use Only) o IC31 a o a a o o a o 0 0 0 0 0 o i o a p C o -/ �m a -- -ors REMARKS/SPECIAL INSTRUCTIONS DATA GUALRY OBJECTIVES 7,,;1 RegulatoryPE44;1 IMM rogramProleet Speelfle OC NOTE: CHAIN-OF-CUSTODY RECORD JJ O safe Drin Many reOWatary Prooran„ut0 FPA moth rpuln rgsq aubmlead tubteot to standard Temr and ConWllons on reverse hereof. Mlnp Water Act Protect ep.allk oc inetudu aempta Duptkataa M.P°,g I d10 0C. R°Iin aria ShippingfAirblll Numt 6y � C NC( Vu V.••I�� 0 NPOEW0san Wale AN MNtlx spear OlWeoais*.Later xpftnC OC Is not preteel ep q k era yyf 9� 8i tar D le Time Received by: O RCRA/Has,WANG Char, preuranoed.Prq nvba,aan Ms a,NIBand ample p •per sampta "'�^r•, �j7,,,/ / 0....FOr water ae 1 1J 1.a ,V 7 1 4 71" `NA Vtwl%) OMA MCP(910 CMR/0) an addluonal•unpin WquoL ple ~iulra J Relinquished by.. ate Tlme Received by: Rep not Concenbab rasot 1gta P ❑RCOW•1 O RC9.1 spomo QC Requtrse Oelsellon of OC sat"isO semPle oupliato O Belated by laboratory R Custody Ssel Numb Relinquished by.. Date Time Received O RC3W•7 O RCS•Z O Matrix Spits, , ) by Laboratory: O Plan Use umpta: %/ / 3 K A Cooler Seilal Numbt O Other. O Metres Bpllu Dupllata Melnod ol9hipmenL UPS u0 Hand express May O federal Expr I � ; GR0IJNDWi4TER 1 ANALYTICAL QUALITY ASSURANCE QA/QC Program Statement i Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (Revised 1992). Quality Control protocols include Standard Operating Procedures (SOPS) developed for each analytical. method. SOPs are derived from US EPA methodologies and other established references. Equipment and facility maintenance conform to Good Laboratory Practices (GLPs). Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of ' one calibration standard one method blank one laboratorycontrol sample, and one matrix spike and one sample duplicate for each sample batch. All samples, standards, blanks, laboratory control samples and matrix spikes are spiked with internal standards and surrogate compounds. GC/MS systems are tuned to BFB ion abundance criteria daily, or for each 12 hour operating period whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one calibration standard, one method blank, one laboratory control sample, one matrix spike and one sample duplicate for each sample batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. Batches are used as the basic unit for Quality Assessment. A Batch is defined ' as twenty or fewer samples which are analyzed together with the same method sequence and the same lots of reagents and with the same manipulations common to each sample within the same continuum of time within a 24 hour period. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank ' contamination. Laboratory Control Samples are used to assess the accuracy of the analytical 'i method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target compounds representative of the method analytes. Accuracy is defined as the degree of agreement of a measured value with the true or expected value. Percent Recoveries for the Laboratory ' i Control Sample are calculated to assess accuracy. Surrogate Compounds are used to assess the effectiveness of the method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to organic analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. i GROUNDWATER ANALYTICAL QUALITY ASSURANCE Laboratory Control Sample Recovery Category: ASTM Method D3328-78 (Modified) ' Batch ID: HF-0713-FL Matrix: Aqueous Units: mg/L Laboratory Control Sample SPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT RECOVERY LIMITS Fuel Oil No. 2 2.0 1.3 65 % 60-140 i '1 I'i � All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. 1 , G 7LNVOWATER 1 ANALYTICAL QUALITY ASSURANCE Method Blank Category: ASTM Method D3328-78 (Modified) Batch ID: `HF-0713481 Matrix: Aqueous i PARAMETER CONCENTRATION REPORTING LIMIT (m9/L) (mg/L) y Total Petroleum Hydrocarbons BRL 0.5 ' QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS o-Terphenyl 0.040 0.033 82 % 60 - 140 % 'i 'I is BRL = Below Reporting Limit. Method Reference: Method D3328-78 (Modified) - Comparison of Waterborne Petroleum Oils by Gas Chromatography, Volume 11.02 Water, American Society for Testing and Materials, Reapproved (1982). f - GROUNDWATER ANALYTICAL QUALITY ASSURANCE State Certification CONNECTICUT Certificate Number Department of Health Services PH-0586 Potable Water, Wastewater/Trade Waste, Sewage/Effluent. and Soil: Purgeable Halocarbons, Purgeable Aromatics, Pesticides, Phenols, Oil and Grease, Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium-T, Chromium-VI, Cobalt, Copper, Iron, Lead, Magnesium, Manganese, Mercury, Nickel, Potassium, Selenium, Silver, Sodium, Thallium, Tin, Vanadium, Zinc, Cyanide, TDS, Ammonia, TKN, Nitrate, Ortho-Phosphate, Alkalinity, Hardness, Chloride, Fluoride, pH, Conductivity MAINE Certificate NUMberr Department of Human Services Reciprocal certification in accordance with Massachusetts certification for drinking water parameters. MASSACHUSETTS Certificate Number ' Department of Environmental Protection MA103 Potable Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Sodium, Thallium, Nitrate-N, Fluoride, Cyanide, Calcium, Total Alkalinity, Total Dissolved Solids, pH, Langelier Index, Trihalomethanes, Volatile Organic Compounds, 1.2-Dibromoethane, 1,2-Dibrono-3-chloropropane. Non-Potable Water: Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium, Cobalt, Copper, Iron, Lead, Manganese, Mercury, Molybdenum, Nickel, Selenium, Silver, Strontium, Thallium, Titanium, Vanadium, Zinc, pH, Specific Conductivity, Total Dissolved Solids, Total Hardness, ' Calcium, Magnesium, Sodium, Potassium, Total Alkalinity. Chloride, Fluoride, Ammonia-N, Nitrate-N, Kjeldahl-N, Orthophosphate, Total Cyanide, Oil and Grease. Total Phenolics, Volatile Halocarbons, Volatile Aromatics, Chlordane, Aldrin, Dieldrin, 000, DOE, DOT, Heptachlor, Heptachlor Epoxide, Polychlorinated I Biphenyls (Water), Polychlorinated Biphenyls (Oil). MICHIGAN Certificate Number Department of Public Health N/A Drinking Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium. Copper, Cyanide, Fluoride, Lead. Mercury, Nickel. Nitrate,. Nitrite, Selenium, Silver, Sodium, Sulfate, Thallium, Total Trihalomethanes, Regulated and Unregulated Volatile Organic Chemicals. NEW HAMPSHIRE Certificate Number Department of Environmental Services 202791-A/B Drinking Water: Lead, Selenium, Silver, Thallium, Trihalonethanes, Volatile Organics, Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Mercury, Nickel, Fluoride, Total Filterable Residue, Calcium, Alkalinity, pH. Corrosivity, Total Cyanide, Vinyl Chloride, DBCP and EOB. Wastewater: Arsenic, Beryllium, Cadmium, Cobalt, Copper, Iron, Mercury, Manganese, Nickel, Lead. Selenium. Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, pH, Total Hardness, Calcium, Sodium. Potassium, Total Alkalinity, Chloride, Fluoride, Nitrate-N, TKN, Orthophospates, Total Phenolics, Oil & Grease. PCBs in i Oil, Pesticides, Volatile Organics, Titanium, Total Cyanide, PCBs in Water. RHODE ISLAND Certificate Number ! Department of Health A54 Potable Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Thallium, Nitrate, Nitrite, Fluoride, Turbidity, Chlorine, Total Filterable Solids, Calcium, pH. Alkalinity. Sodium, Corrosivity, Sulfate, Cyanide, Trihalomethanes, Chlorinated Hydrocarbon Pesticides, PCBs, Herbicides, Volatile Organic Compounds (EPA 524.2 and 504) and PAHs. Non-potable and Waste Waters: Aluminum, Arsenic, Beryllium, Cadmium, Cobalt, Chromium, Copper, Iron, Mercury, Manganese, Nickel, lead. Selenium, Vanadium, Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, Titanium. pH, Conductance. TDS, Hardness, Calcium, Magnesium, Sodium, Potassium, Alkalinity, Chloride. Fluoride, Sulfate, Ammonia, Nitrate, Orthophosphate, TKN, Total Phosphorous, Cyanide, Non-filterable solids, Oil and Grease, Total Phenolics, Chlorine, PCBs in Water, PCBs in Oil. Chlorinated Hydrocarbon Pesticides, Volatile Halocarbons, Volatile Aromatics, Acid Extractables and Base/Neutral Extractables. i i SEP � GRDUNDWATER Groundwater Analytical, Inc. ANALYTICAL Buzzards Main Street Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 September 26, 1997 ' Mr. Jim Begley Horsley & Witten, Inc. 90 Route 6A, Sextant Hill Sandwich, MA 02563 Dear Jim: Enclosed are the Volatile' Organic, Hydrocarbon Fingerprint and EDB & DBCP Analyses Anal performed Y p ed for the Grampa s Bikes project, number 558, sampled on 09-11-97 and 09-12-97. This project was processed for Standard Two Week turnaround. A brief description of the Quality Assurance/Quality Control procedures employed by Groundwater Analytical, and a statement of our state certifications are contained within the report. This letter authorizes theere a release of the analytical results and should be considered report. part of this j Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Jon athan R. Sanford Vice President JRSJawc Enc osures - I i I GROUNDWATER 1 ANALYTICAL EPA METHOD 8260 Volatile Organics (GC/MS) Field ID: OW-24D Lab ID: 17986-01 ' Project: Grampa's Bikes/558 Batch ID: VM2-1705-W Client: Horsley & Witten Sampled: 09-11-97 Cont/Prsv: 40ml VOA Vial/HCl Cool Received: 09-12-97 Matrix: Aqueous Analyzed: 09-20-97 PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) OWL) Dichlorodifluoromethane 4 0.5 Chloromethane BRL 0.5 Vinyl Chloride BRL 0.5 Bromomethane BRL 0.5 Chloroethane BRL 0.5 i Trichlorofluoromethane BRL 0.5 1,1-Dichloroethene BRL 0.5 Methylene Chloride BRL 0.5 trans-1,2-Dichloroethene BRL 0.5 Methyl tertiary Butyl Ether * BRL 0.5 1,1-Dichloroethane BRL 0.5 2 2-Dichlory ro n p pa a BRL 0.5 cis-1,2-Dichloroethene BRL 0.5 Bromochloromethane BRL 0.5 Chloroform BRL 0.5 1,1,1-Trichloroethane BRL 0.5 Carbon Tetrachloride BRL 0.5 IJ-Dichloropropene BRL 0.5 Benzene BRL 0.5 1,2-Dichloroethane BRL 0.5 Trichloroethene 0.9 0,5 1,2-Dichloropropane BRL 0.5 Dibromomethane BRL 0.5 Bromodichloromethane BRL 0.5 cis-1,3-Dichloropropene BRL 0.5 Toluene BRL 0.5 trans-1,3-Dichloro rop ene BRL 0.5 1,1,2-Trichloroethane BRL 0.5 1,2-Dibromoethane (EDB) BRL 0.5 Tetrachloroethene BRL 0.5 1,3-Dichloropropane BRL 0.5 Dibromochloromethane BRL 0.5 Chlorobenzene BRL 0.5 1,1,1,2-Tetrachloroethane BRL 0.5 Ethylbenzene BRL 0.5 m+p-Xylene BRL 0.5 o-Xylene BRL 0.5 Styrene BRL 0.5 Isopropylbenzene BRL 0.5 Bromobenzene BRL 0.5 ' Bromoform BRL 0.5 1,1,2,2-Tetrachloroethane BRL 0.5 1,2,3-Trichloropropane BRL 0.5 n-Propyl benzene BRL 0.5 ' (Continued) Page 1 of 2 GROUNDWATER 1 ANALYTICAL EPA METHOD 8260 ' Volatile Organics (GC/MS) Field ID: OM-24D Lab ID: 17986-01 Project: Grampa's Bikes/558 Batch ID: VM2-1705-W Client: Horsley I Witten Analyzed: 09-20-97 PARAMETER CONCENTRATION REPORTING LIMIT ( g/ ) (ug/L) i ' 2-Chlorotoluene BRL 0.5 1,3,5-Trimethylbenzene BRL 0.5 4-Chlorotoluene BRL 0.5 ' tert-Butylbenzene BRL 0.5 1,2,4-Trimethylbenzene BRL 0.5 sec-Butylbenzene BRL 0.5 1,3-Dichlorobenzene BRL 0.5 4-Isopropyltoluene BRL 0.5 ' 1,4-Dichlorobenzene BRL 0.5 1,2-Dichlorobenzene BRL 0.5 n-Butylbenzene BRL 0.5 1,27Dibromo-3-chloropropane (DBCP) BRL 0.5 ' 1,2,4-Trichlorobenzene BRL 0.5 Hexachlorobutadiene BRL 0.5 Naphthalene BRL 0.5 1,2,3-Trichlorobenzene BRL 0.5 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Dibromofluoromethane 10 10 98 % 86 - 118 % Toluene-d8 10 10 97 % 88 - 110 % 4-Bromofluorobenzene 10 10 103 % 86 - 115 % i Reduced reporting limit achieved by using 25mL purge volume. BRL = Below Reporting Limit. Method Reference: Method 8260 - Volatile Organic Compounds by Gas Chromatography/Mass Spectrometry: Capillary Column Technique, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (Revised 1990). Page 2 of 2 I I ' GROUNDWATER ANALYTICAL EPA METHOD 8260 Volatile Organics (GC/MS) Field ID: OW-24S Lab ID: 17986-02 ' Project: Gram a's Bikes/558 Batch ID: VM1-1101-W Client: Horsley A Witten Sampled: 09-11-97 Cont/Prsv: 40mL VOA Via]/HCl Cool Received: 09-12-97 Matrix: Aqueous Analyzed: 09-21-97 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 100 Chloromethane BRL 100 Vinyl Chloride BRL 100- Bromomethane BRL 100 Chloroethane BRL 100 Trichlorofluoromethane BRL 100 1,1-Dichloroethene BRL 50 Methylene Chloride BRL 50 trans-1,2-Dichloroethene BRL 50 Methyl tent-Butyl Ether * BRL 50 1,1-Dichloroethane BRL 50 2,2-Dichloropropane BRL 50 cis-1,2-Dichloroethene BRL 50 Bromochloromethane BRL 50 Chloroform BRL 50 1,1,1-Trichloroethane BRL 50 Carbon Tetrachloride BRL 50 1,I-Dichloropropene BRL 50 � i Benzene BRL 50 1,2-Dichloroethane BRL 50 Trichloroethene BRL 50 if 1,2-Dichloropropane BRL 50 Dibromomethane BRL 50 Bromodichloromethane BRL 50 cis-1,3-Dichloropropene BRL 50 Toluene 610 50 trans-1,3-Dichloropropene BRL 50 1,1,2-Trichloroethane BRL 50 1,2-Dibromoethane (EDB) BRL 50 Tetrachloroethene BRL 50 1,3-Dichloropropane BRL 50_ Dibromochloromethane BRL 50 Chlorobenzene BRL 50 1,1,1,2-Tetrachloroethane BRL 50 Ethylbenzene 590 50 ' i m+p-Xylene 1,400 50 o-Xylene 640 50 Styrene BRL 50 Isopropylbenzene 40 j 50 Bromobenzene BRL 50 Bromoform BRL 50 1,1,2,2-Tetrachloroethane BRL 50 ane 1 2 3-Trichloro ro BRL P P 50 n-Propylbenzene 120 50 (Continued) Page 1 of 2 GROUNDWATER ANALYTICAL EPA METHOD 8260 Volatile Organics (GC/MS) Field ID: OW-24S Lab ID: 17986-02 Project: Grampa's Bikes/558 Batch ID: VM1-1101-W Client: Horsley & Witten Analyzed: 09-21-97 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) 2-Chlorotoluene BRL 50 1,3,5-Trimethylbenzene 40 j 50- 4-Chlorotoluene BRL 50 tert-Butylbenzene BRL 50 1,2,4-Trimethylbenzene 490 50 sec-Butylbenzene BRL 50 1,3-Dichlorobenzene BRL 50 4-Isoprogltoluene BRL , 50 1,4-Dichlorobenzene BRL 50 1,2-Dichlorobenzene BRL 50 n-Butylbenzene BRL 50 1,2-Dibromo-3-chloropropane (DBCP) BRL 50 1,2,4-Trichlorobenzene BRL 50 Hexachlorobutadiene BRL 50 Naphthalene 56 50 1,2,3-Trichlorobenzene BRL 50 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Dibromofluoromethane 50 50 99 % 86 - 118 % Toluene-d8 50 51 102 % 88 - 110 % i 4-Bromofluorobenzene 50 48 95 % 86 - 115 % i 'I i j = Analyte detected below the reporting limit. Analyte result is an estimate. Elevated reporting limit due to required sample dilution. BRL = Below Reporting Limit. * Non-target compound. Method Reference: Method 8260 - Volatile Organic Compounds by Gas Chromatography/Mass Spectrometry: capillary Column 'i Technique, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (Revised 1990). Page 2 of 2 GROUNDWATER ANALYTICAL EPA METHOD 8260 Volatile Organics (GC/MS) Field ID: HW-1 Lab ID: 17986-03 ' Project: Gram as Bikes/558 Batch ID: VM1-1101-W Client: Horsley & Witten Sampled: 09-12-97 Cont/Prsv:. 40mL VOA Vial/HC1 Cool Received: 09-12-97 Matrix: Aqueous Analyzed: 09-21-97 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 100 Chloromethane BRL 100 Vinyl Chloride BRL 100 Bromomethane BRL 100 Chloroethane BRL 100 Trichlorofluoromethane BRL 100 1,1-Dichloroethene BRL 50 Methylene Chloride BRL 50 trans-1,2-Dichloroethene BRL 50 Methyl tert-Butyl Ether * BRL 50 l,l-Dichloroethane 50 2,2-Dichloropropane BRL 50 cis-1,2-Dichloroethene BRL 50 ' Bromochloromethane BRL 50 Chloroform BRL 50 1,1,1-Trichloroethane BRL 50 Carbon Tetrachloride BRL 50 1,1-Dichloropropene BRL 50 Benzene BRL 50 1,2-Dichloroethane BRL 50 Trichloroethene BRL 50 1,2-Dichloropropane BRL 50 ' Dibromomethane BRL 50 Bromodichloromethane BRL 50 cis-1,3-Dichloropropene BRL 50 Toluene 640 50 trans-1,3-Dichloropropene BRL 50 1,1,2-Trichloroethane BRL 50 ' 1,2-Dibromoethane (EDB) BRL 50 Tetrachloroethene BRL 50 1,3 Dichloropropane 50 Dibromochloromethane BRL 50 Chlorobenzene BRL 50 1,1,1,2-Tetrachloroethane BRL 50 Ethylbenzene 780 50 m+PP-Xylene 2,000 50 o-Xylene 880 50 ' Styrene BRL 50 Isopropylbenzene 71 50 UBromobenzene BRL 50 Bromoform BRL 50 1,1,2,2-Tetrachloroethane BRL 50 1,2,3-Trichloropropane BRL 50 n-Propylbenzene 210 50 (Continued) Page 1 of 2 11 I' I I I GROUNDWATER ANALYTICAL ' EPA METHOD 8260 Volatile Organics (GC/MS) Field ID: HW-1 Lab ID: 17986-03 Project: Grampa's Bikes/558 Batch ID• VM1-1101-W Client: Horsley 6 Witten Analyzed: 09-21-97 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) 2-Chlorotoluene BRL 50 1,3,5-Trimethylbenzene 83 4-Chlorotoluene BRL 50 50 tert-Butylbenzene BRL 50 1,2,4-Trimethylbenzene 920 50 sec-Butylbenzene BRL 1,3-Dichlorobenzene BRL 50 50 4-Isopropyltoluene BRL 50 ' 1,4-Dichlorobenzene BRL 1,2-Dichlorobenzene BRL 50 50 n-Butylbenzene BRL 1,2-Dibromo-3-chloro ro ane DBCP 50 ' P P ( ) BRL 50 1,2,4-Trichlorobenzene BRL 50 Hezachlorobutadiene 50 BRL Naphthalene 130 50 1,2,3-Trichlorobenzene BRL 50 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Dibromofluoromethane 50 49 98 % 86 - 118 % Toluene-d8 50 51 101 % 88 - 110 % 4-Bromofluorobenzene 50 47 94 % 86 - 115 % ' I Elevated reporting limit due to required sample dilution. BRL = Below Reporting Limit. * Non-target compound. Method Reference: Method 8260 - Volatile Organic compounds by Gas Chromatography/Mass Spectrometry: Capillary Column Technique, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (Revised 1990). ' Page 2 of 2 GROUNDWATER i ANALYTICAL . EPA METHOD 504.1 EDB and DBCP (GC/ECD) Field ID: OW-24D Lab ID: 17986-04 ' Project: Grampa's Bikes/558 Batch ID: PV-0358-E i Client: Horsley & Witten Sampled: 09-11-97 Cont/Prsv: 40mL VOA Vial/Cool Received: 09-12-97 Matrix: Aqueous Analyzed: 09-20-97 U1, PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (u9/L) -Dibromoethane EDB BRL 0.02 12 (EDB) - - BRL 1,2-Dibromo 3 chloropropane (DBCP) 0.02 i � 1 1 ' BRL = Below Reporting Limit. Method Reference: Method 504.1 - 1,2-Dibromoethane (EDB), 1,2-Dibromo-3-Chloropropane (DBCP) and 1,2,3-Tri chi oropropane in Water by Microextraction and Gas Chromatography, US EPA EPA-600/R-95/131 (Revised 1995). 1 � . I ! GRDUNDWATER ANALYTICAL EPA METHOD 504.1 EDB and DBCP (GC/ECD) Field ID: OW-24S Lab ID: 17986-05 Project: Grampa's Bikes/558 Batch ID: PV-0358-E Client: Horsley & Witten Sampled: 09-11-97 Cont/Prsv: 40mL VOA Vial/Cool Received: 09-12-97 Matrix: Aqueous Analyzed: 09-20-97 PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (U9/L) i 1,2-Dibromoethane (EDB) BRL 0.02 1,2-Dibromo-3-chloropropane (DBCP) BRL 0.02 ' I BRL = Below Reporting Limit. Method Reference: Method 504.1 - 1,2-Oibromoethane (EDB), 1,2-Dibromo-3-Chloropropane (DBCP) and 1,2,3-Trichloropropane in Water by Microextraction and Gas Chromatography, US EPA EPA-600/R-95/131 (Revised 1995). I 1 I , GROUNDWATER ANALYTICAL EPA METHOD 504.1 EDB and DBCP (GC/ECD) Field ID: HW-1 Lab ID: 17986-06 . Project: Grampa's Bikes/558 Batch ID: PV-0358-E Client: Horsley 8 Witten Sampled: 09-12-97 Cont/Prsv: 40ML VOA Vial/Cool Received: 09-12-97 Matrix: Aqueous Analyzed: 09-20-97 PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (u9/L) 1,2-Dibromoethane (EDB) BRL 0.02 1,2-Dibromo-3-chloropropane (DBCP) BRL 0.02 1 I I i I i I BRL = Below Reporting Limit. Method Reference: Method 504.1 - 1,2-Dibromoethane (EDB), 1,2-Dibromo-3-Chloropropane (DBCP) and 1,2,3-Trichloropropane in Water by Microextraction and Gas Chromatography, US EPA EPA-600/R-95/131 (Revised 1995). i GROUNDWATER ANALYTICAL ASTM METHOD D3328-78 (Modified) Hydrocarbon Fingerprinting (GC/FID) Field ID: •HW-1 Lab ID: 17986-07 Project: Grampa's Bikes/558 Batch ID: HF-0718-F Client: Horsley l Witten Sampled: 09-12-97 Cont/Prsv: 1L Glass/H2SO4 Cool Preserved: 09-12-97 Matrix: Aqueous Received: 09-12-97 Extracted: 09-17-97 Analyzed: 09-20-97 is Qualitative Identification This sample has GC/FID characteristics that are similar to Gasoline. i Quantification PARAMETER CONCENTRATION REPORTING LIMIT (mg/L) (mg/L) ! Total Petroleum Hydrocarbons 4.9 0.5 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS o-Terphenyl 0.038 0.033 87 % 60 - 140 % � i BRL = Below Reporting Limit. Method Reference: Method D3328-78 (Modified) - Comparison of Waterborne ' Petroleum Oils by Gas Chromatography, Volume 11.02 Water, American Society for Testing and Materials, Reapproved (1982). I i GROUNDWATER ANALYTICAL ASTM METHOD D3328-78 (Modified) j Hydrocarbon Fingerprinting (GC/FID) 7 Lab ID: 17696-07 HYDROCARBONS LABORATORY 90.0 70.D 50.0 I ' 30.0 10.0 0.00 10.00 20.00 30.00 40.00 50.00 60.00 Retention time in minutes i i I i GROUNDWATER 1 ANALYTICAL QUALITY ASSURANCE Project Narrative 1 i Project: 6ram�a's Bikes/558 Lab ID: 17986 Client: Hors ey & Witten Received: 09-12-97 A. Physical Condition of Sample(s) This project was received by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. B. Project Documentation This project was accompanied by satisfactory Chain of Custody documentation. is The sample container label (s) agreed with the Chain of Custody. L C. Analysis of Sample(s) I , No analytical anomalies or non-conformances were noted by the laboratory during the processing of these samples. All data contained within this report are released without qualification. I ; I ' I GROUNDWATER 22e Maln Street Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(soB)759 -4441 AND WORK ORDER FAX(508)751i-4475 Ne 27721 Project Name: Firm: Nn -�(1c t^y�l yam, TURNAROUND ANALYSIS REQUEST Protect Number. Address: ❑ STANDARD 00 Business Days) vsisuw semt•a ew °itA1i es• uvula P•••r r, ,,,• � 7�'jt,yn•f- fJf7'I� Fsv(� VY'�'�� w N ras. osner.r a ❑ PRIORITY(S Business Days) a< °�• Wafts ch seml �� cX 4•' r17- ❑ RUSH RAN- Sampler Name: City/State/ZIP: IP M rsgmla nwlhAuegrltauan law oe" 3 yl I g s # 11 Piease FAX ❑ YES N ❑ NO °> ° of F I t'( I �_ G•✓'J�.)t G��1 /Y1 ��S�? FAX Number, $$ Project Manager: ° �+ + Telephone: S✓'n 1�.2� I?.``,' �-tj ;? �" t ;.. ..., BILLING Purchase Order No.: OWA Reference No.: i3 c o INSTRUCTIONS:Use separate line for each container(except replicates). Sampling Matrix _ = TYPe Coptsiner(sl P►eservatlon r9l4nd a k Fit a0 � a ° o ° 3w SAMPLE I S 4b UMB NUMBER w Is F = , IDENTIFICATION 9 1 _ o. g - o a o ° co` o coo ° ° c ° ° a � � 3 € Rawt_. JX) T ° t (F.DB I74d6- l x n 0 •!.i-�y � use I �, . 777 4— ��i l;) oa yhy UCIA ' (Z6) 03 r!) 06 0 I NIT REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD = Reguistory Program Project E Specific OC NOTE:All samples abmlnad abject to Standard Terms and Conditions nvane hereof. Shipping/Alrblll Nun r Meny neuNlery pmerams end EPA msUo4 rpuira p SpIk s,andl OC. ❑Bala Drinking Water Asa ProJact apedlte DC Ineludsa Sample Ouplkslsa,Mablz 8plku,antler II ufaAed by Sim r, Dat Time q slue O NPDES/Cloan WaterAet Mahtz Spike Dupllaatq,Laboratory OC b not pmiat specific unlaw � �.. •• V;,' �'/ prsamnpad.Project apadAe OC asmplsa an d4 iDY•��%�� tided an a per wnpN O RCRA/Nez Waste Char, ana d llo wata�N;quot M8 M90 and Bafnpta Dupllcste requires Raffnquished by: Dale Time R tved by: -r %et an additional a Custody Seal Num I ❑MA MCP(310 CMR 40) A�ti r1w-i -TPr4 1n/ G t:i fazj 0 craw Rrtable Concentrations t Project 8peel0e OC Raquln0 Selection of OC Semple O sample Duplicate ❑S@kM@d by laboratory RInq la d by: Date ms Re ived by Laboratory: ❑RCOW-2 ❑RCS-2 ❑MaUtz Spike O flaese use sample: , Ti ;• .7 yes Cooler Serial Num ❑Other: ❑Mairls Spike DulxlcaN hod of Shipment: ❑OWA Couder❑Express Mall ❑Federal E s 13 UPS 0 Nand ❑ GROUNDWATER 1 ANALYTICAL QUALITY ASSURANCE QA/QC Program Statement Groundwater Analytical conducts an active program the production of high quality, valid data Thisprogram cclselyfollows sthe guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA AMS-005 for Evaluating Solid Waste, US EPA SW-846 Q Third Ed t Edition (Revised and 1992 Methods Quality Control protocols include Standard Operating Procedures SOPS developed for each (analytical method. SOPs are derived from US EPA methodologies and other established references. Equipment and facility maintenance conform to Good Laboratory Practices (GLPs). Standards are prepared from commercially obtained reference materials of certified and documented for traceability, purity, Quality Assessment protocols for most organic analyses include a minimum of ' o one matrix spike and one sample duplicate for each sample batch. All samples, ne calibration standard one method blank, one laboratory control sample, and standards, blanks, laboratory control samples and matrix spikes are spiked with internal standards and surrogate compounds.. GC/MS systems are tuned to BFB ion abundance criteria daily, or for each whichever is more frequent. a h 12 hour operating period, Quality Assessment protocols for most inorganic analyses include a minimum one calibration standard one m of method blank, one laboratory control sample, one matrix spike and one sample duplicate for each sample batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. Batches are used as the basic unit for Quality Assessment. A Batch is defined ' as twenty or fewer samples which are analyzed together with the same method sequence and the same lots of reagents and with the same manipulations common to each sample within the same continuum of time within a 24 hour period. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of . reagent water or sodium sulfate spiked with a group of target compounds representative of the method analytes. Accuracy is defined as the degree of agreement of a measured value with the true or expected value. Percent Recoveries for the Laboratory Control Sample are calculated to assess accuracy. Surrogate Compounds are used to assess the effectiveness of the method in ' dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to organic analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. GROUNDWATER ANALYTICAL QUALITY ASSURANCE' Laboratory Control Sample Recovery ' Category: ASTM Method D3328-78 (Modified) Batch ID: HF-0718-FL Matrix: Aqueous Units: mg/L Laborator Control Sam le SPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT RECOVERY _ LIMITS Fuel Oil No. 2 2.0 1.7 86 % 60-140 1j : 'f ' All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. G 3UNDWATER ANALYTICAL QUALITY ASSURANCE Method Blank Category: ASTM Method 03328-78 (Modified) ! ' Batch ID: HF-0718-FBI Matrix: Aqueous , PARAMETER CONCENTRATION REPORTING LIMIT . (m9/L) (mg/L) Total Petroleum Hydrocarbons BRL 0.5 ' , L QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS o-Terphenyl 0.040 0.034 84 % 60 - 140 % i . BRL = Below Reporting Limit. Method Reference: Method 03328-78 (Modified) - Comparison of Waterborne Petroleum Oils by Gas Chromatography, Volume 11.02 Water, American Society for Testing and Materials, Reapproved (1982). l I r GROUNDWATER 1 ANALYTICAL QUALITY ASSURANCE ' Laboratory Control Sample Recovery is Category: EPA Method 8260 Batch ID: VM2-1705-aL Matrix: Aqueous Units: ug/L Laboratory Control Sample SPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT RECOVERY LIMITS 1,1 Dichloroethene 10 8 81 % 61-145 Benzene 10 9 94 % 76-127 Trichloroethene 10 10 102 % 71-120 Toluene 10 9 94 % 76-125 Chlorobenzene 10 9 95 % 75-130 I I ' I . ' i All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. i t ��uNowATER i ANALYTICAL QUALITY ASSURANCE Method al ank Category: EPA Method 8260 Batch ID: VM2-1705-W Matrix: Aqueous PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 0.5 ' Chloromethane BRL Vinyl Chloride BRL 0.5 Bromomethane 0.5 BRL 0.5 ! Chloroethane BRL 0.5 Trichlorofluoromethane BRL 0.5 I,1-Dichloroethene BRL 0.5 Methylene Chloride BRL 0.5 trans-I,2-Dichloroethene BRL 0.5 1,1-Dichloroethane BRL 0.5 2,2-Dichloropropane BRL 0.5 i cis-1,2-Dichloroethene BRL 0.5 Bromochloromethane BRL 0.5 Chloroform BRL 0.5 1,1,1-Trichloroethane BRL 0.5 Carbon Tetrachloride BRL 0.5 1,1-Dichloropropene BRL 0.5 Benzene BRL 0.5 1,2-Dichloroethane BRL 0.5 Trichloroethene BRL 0.5 '! 1,2-Dichloropropane BRL 0.5 Dibromomethane BRL 0.5 Bromodichloromethane BRL 0.5 cis-1;3-Dichloropropene BRL 0.5 Toluene BRL 0.5 trans-1,3-Dichloropropene BRL 0.5 1,1,2-Trichloroethane BRL 0.5 1,2-Dibromoethane (EDB) BRL 0.5 Tetrachloroethene BRL 0.5 1,3-Dichloropropane BRL 0.5 Dibromochloromethane BRL 0.5 Chlorobenzene BRL 0.5 1,1,1,2-Tetrachloroethane BRL Ethylbenzene BRL 0.5 0.5 m+p-Xylene BRL 0.5 o-Xylene BRL 0.5 ' Styrene Isopropylbenzene BRL 0.5 Bromobenzene BRL 0.5 0.5 Bromoform BRL 0.5 1,1,2,2-Tetrachloroethane BRL 0.5 1,2,3-Trichloropropane BRL 0.5 n-Propylbenzene BRL 0.5 2-Chlorotoluene BRL 1,3,5-Trimethylbenzene BRL 0.5 0.5 (Continued) Page 1 of 2 GROUNDWATER ANALYTICAL QUALITY ASSURANCE Method Blank 1 ' Category: EPA Method 8260 Batch ID: VM2-1705-W Matrix: Aqueous PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) 4-Chlorotoluene BRL 0.5 tent-Butylbenzene BRL 0.5 { 1,2,4-Trimethylbenzene BRL 0.5 sec-Butylbenzene BRL 0.5 1,3-Dichlorobenzene BRL 0.5 4-Isopropyltoluene BRL 0.5 1,4-Dichlorobenzene BRL 0.5 1,2-Dichlorobenzene BRL 0.5 n-Butylbenzene BRL 0.5 1,2-Dibromo-3-chloropropane (DBCP) BRL 0.5 1,2,4-Trichlorobenzene BRL 0.5 Hexachlorobutadiene BRL 0.5 Naphthalene BRL 0.5 1,2,3-Trichlorobenzene BRL 0.5' QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS 1 2-Dichloroethane-d4 10 10 95 % 76 - 114 % Toluene-d8 10 10 97 % 88 - 110 % 4-Bromofluorobenzene 10 10 103 % 86 - 115 % 1 ! 1 f ' ! BRL = Below Reporting limit. Concentration reporting on dry sample weight basis. Method Reference: Method 8260 - Volatile Organic Compounds by Gas Chromatography/Mass Spectrometry, Capillary Column Technique, High Concentration Methanol Extraction Method, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (Revised 1990). Page 2 of 2 GROUNDWATER ANALYTICAL QUALITY ASSURANCE ' Laboratory Control Sample Recovery ' Category: EPA Method 8260 Batch ID: YMI-1101-WL Matrix: Aqueous Units: ug/L Laboratory Control Sample SPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT RECOVERY LIMITS 1,1 Dichloroethene 50 46 93 % 61-145 Benzene 50 51 102 % 76-127 j ' Trichloroethene 50 46 93 % 71-120 Toluene 50 50 100 % 76-125 Chlorobenzene. 50 48 95 % 75-130 ' I i I ' All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or ' I alternatively based upon the historical average recovery plus or minus three standard deviation units. i GROUNDWATER ' ANALYTICAL QUALITY ASSURANCE Method Blank Category: EPA Method 8260 ' Batch ID: VM1-1101-W Matrix: Aqueous PARAMETER CONCENTRATION REPORTING LIMIT ( g/ ) (ug/L) Dichlorodifluoromethane BRL 10 Chloromethane BRL 10 Vinyl Chloride BRL 10 Bromomethane BRL 10 Chloroethane BRL 10 ' ! Trichlorofluoromethane BRL 10 1,1-Dichloroethene BRL 5 Methylene Chloride BRL 5 trans-1,2-Dichloroethene BRL Methyl tertiary Butyl Ether BRL 5 1,1-Dichloroethane BRL 5 2,2-Dichloropropane BRL 5 j cis-1,2-Dichloroethene BRL 5 Bromochloromethane BRL 5 Chloroform BRL 5 1,1,I-Trichloroethane BRL 5 Carbon Tetrachloride BRL 5 1,1-Dichloro ro ene BRL Benzene p p BRL 5 _ I 1,2-Dichloroethane BRL 5 Trichloroethene BRL 5 1,2-Dichloropropane BRL 5 Dibromomethane BRL 5 Bromodichloromethane BRL 5 cis-1,3-Dichloropropene BRL 5 Toluene BRL 5 trans-1,3-Dichloropropene BRL 5 1,1,2-Trichloroethane BRL 5 1,2-Dibromoethane (EDB) BRL 5 Tetrachloroethene BRL 5 ' 1,3-Dichloropropane BRL 5 Dibromochloromethane BRL 5 Chlorobenzene BRL 5 1,1,1,2-Tetrachloroethane BRL 5. Ethylbenzene BRL 5 ' m+p-Xylene BRL 5 o-Xylene BRL 5 Styrene BRL 5 � j Isopropylbenzene BRL 5 Bromobenzene BRL 5 Bromoform BRL 5 1,1,2,2-Tetrachloroethane BRL 5 1,2,3-Trichloropropane BRL 5 n-Propylbenzene BRL 5 2-Chlorotoluene BRL 5 r 1,3,5-Trimethylbenzene BRL 5 (Continued) Page I of 2 I ' 4 4 GROUNDWATER ANALYTICAL QUALITY ASSURANCE Method Blank Category: EPA Method 8260 Batch ID: VM1-1101-W ' Matrix: Aqueous PARAMETER CONCENTRATION REPORTING LIMIT i (u9/L) (u9/L) 4-Chlorotoluene BRL 5 tert-Butylbenzene BRL 5 1,2,4-Trimethylbenzene BRL 5 sec-Butylbenzene BRL 5 1,3-Dichlorobenzene BRL 5 4-Isoproppyltoluene BRL 5 1,4-Dichl.orobenzene BRL 5 1,2-Dichlorobenzene BRL 5 n-Butylbenzene BRL 5 1,2-Dibromo-3-chloropropane (DBCP) BRL 5 1,2,4-Trichlorobenzene BRL 5 Hexachlorobutadiene BRL 5 Naphthalene BRL 5 1,2,3-Trichlorobenzene BRL 5 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Dib o uoromethane 50 49 99 % 86 - 118 % r mof 1 Toluene-d8 50 50 99 % 88 - 110 % is 4-Bromofluorobenzene 50 45 91 % 86 - 115 % j BRL = Below Reporting Limit. Method Reference: Method 8260 - Volatile Organic Compounds by Gas Chromatography/Mass Spectrometry: Capillary Column Technique, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (Revised 1990). Page 2 Of 2 I i GROUNDWATER 1 ' ' ANALYTICAL QUALITY ASSURANCE Laboratory Control Sample Recovery Category: EPA Method 504.1 ' Batch ID: PV-0358-EL Matrix: Aqueous Units: ug/L Laboratory Control Sample SPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT RECOVERY LIMITS I 1,2-Dibromoethane 0.20 0.23 114 % 60-140 1,2-Dibromo-3-Chloropropane 0.20 0.21 106 % 60-140 I ! r' ! i All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard. deviation units. I I I i GROUNDWATER ' ANALYTICAL j QUALITY ASSURANCE Method Blank Category: EPA Method 504.1 Batch ID: PV-0358-EB1 Matrix: Aqueous PARAMETERUl CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) 1,2-Dibromoethane BRL 1,2-Dibromo-3-Chloropropane BRL 0.02 0.02 I . i f I 1 i i I 8RL = Below Reporting Limit. Method Reference: Method 504 - 1,2-Dibromoethane (EDB), 1,2-Dibromo-3-Chloropropane (DBCP) and 1,2,3-Trichloropropane in Water by Microextraction and Gas Chromatography,.US EPA EPA-600/R-95/131 (Revised 1995). GROUNDWATER ANALYTICAL QUALITY ASSURANCE State Certification CONNECTICUT Certificate Number Department of Health Services PH-0586 Potable Water. Wastewater/Trade Waste. Sewage/Effluent, and Soil: Purgeable Halocarbons, Purgeable Aromatics, Pesticides, Phenols, Oil and Grease, Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium-T, Chromium-VI, Cobalt, Copper, Iron, Lead, Magnesium, Manganese, Mercury, Nickel, Potassium, Selenium, Silver, Sodium, Thallium, Tin, Vanadium, Zinc, Cyanide, TOS, Ammonia, TKN, Nitrate, Ortho-Phosphate, Alkalinity, Hardness, Chloride, Fluoride, pH, Conductivity MAINE Certificate Number Department of Human Services N/A Reciprocal certification in accordance with Massachusetts certification for drinking water parameters. I ! MASSACHUSETTS Certificate Number j Department of Environmental Protection MA103 Potable Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Sodium, Thallium, Nitrate-N, Fluoride, Cyanide, Calcium, Total Alkalinity, Total Dissolved Solids, pH, Langelier Index, Trihalomethanes, Volatile Organic Compounds,ompounds, 1,2-Dibromoethane, 1,2-Dibromo-3-chloropropane. Non-Potable Water: Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium, Cobalt, Copper, Iron, Lead, Manganese, Mercury, Molybdenum, Nickel, Selenium, Silver, Strontium, Thallium, Titanium, Vanadium, Zinc, pH, Specific Conductivity, Total Dissolved Solids, Total Hardness, Calcium, Magnesium, Sodium, Potassium, Total Alkalinity, Chloride, Fluoride, Ammonia-N, Nitrate-M, Kjeldahl-N, Orthophosphate, Total Cyanide, Oil and Grease, Total Phenolics, Volatile Halocarbons, Volatile Aromatics, Chlordane, Aldrin, Dieldrin, ODD, DOE, DDT, Heptachlor, Heptachlor Epoxide, Polychlorinated Biphenyls (Water), Polychlorinated Biphenyls (Oil). MICHIGAN Certificate Number Department of Public Health N/A Drinking Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Cyanide, Fluoride, Lead, Mercury, Nickel, Nitrate, Nitrite, Selenium, Silver, Sodium, Sulfate, Thallium, Total Trihalomethanes, Regulated and Unregulated Volatile Organic Chemicals. NEW HAMPSHIRE Certificate Number ' Department of Environmental Services 202791-A 6 Drinking Water. Lead, Selenium, Silver, Thallium, Trihalomethanes, Volatile Organics, Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Mercury, Nickel, Fluoride, Total Filterable Residue, Calcium, Alkalinity, pH, Corrosivity, Total Cyanide, Vinyl Chloride, DBCP and EBB. Wastewater: Arsenic, Beryllium, Cadmium, Cobalt, Copper, Iron, Mercury, Manganese, Nickel Lead , Selenium, Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, pH, Total Hardness, Calcium, Sodium, Potassium, Total Alkalinity, Chloride, Fluoride, Nitrate-N, TKN, Orthophospates, Total Phenolics, Oil & Grease, PCBs in ' Oil, Pesticides, Volatile Organics, Titanium, Total Cyanide, PCBs in Water. RNODE ISLAND Certificate Number i Department of Health A54 ' Potable Water: Antimony , Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Thallium, Nitrate, Nitrite, Fluoride, Turbidity, Chlorine, Total Filterable Solids, Calcium, pH, Alkalinity, Sodium, Corrosivity, Sulfate, Cyanide, Trihalomethanes, Chlorinated Hydrocarbon Pesticides, PCBs, Herbicides, Volatile Organic Compounds (EPA 524.2 and 504) and PAHs. Non-potable and Waste Waters: Aluminum, Arsenic, Beryllium, Cadmium, Cobalt, Chromium, Copper, Iron, Mercury, Manganese, Nickel, Lead, Selenium, Vanadium, Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, Titanium, pH, Conductance, TOS, Hardness, Calcium, Magnesium, Sodium, Potassium, Alkalinity, Chloride, Fluoride, ' Sulfate, Ammonia, Nitrate Orthophosphate, TKN, Total Phosphorous, Cyanide, Non-filterable solids, Oil and Grease, Total Phenolics, Chlorine, PCBs in Water, PCBs in oil, Chlorinated Hydrocarbon Pesticides, Volatile Halocarbons, Volatile Aromatics, Acid Extractables and Base/Neutral Extractables. is APPENDIX 3 A I' i HADDLETON & COLLINS, P.C. Attorneys and Counsellors at Law ' 251 South Street P.O. Box 1 298 Hyannis,MA 02601 RUSSELL E.HADDLETON• ' JOYCE M.COLLINS`• (508)771-3132 MICHAEL T.LAHTI••' Fax (508)790-376 'Admitted in MA&FL "Admitted in MA '••Admitted in MA&RI November 10, 1997 Department of Environmental Protection i Attention: Tho mas B. Powers Actin , g Commissioner 1 Winter Street Boston, MA 02108 RE: Property at 210 Yarmouth Road, Hyannis, MA Dear Mr. Powers: i I represent Mrs. Ann Babcock who is the owner of the property at 210 Yarmouth Road in Hyannis. iMrs. Babcock was unaware of the presence of contamination ation of wells on her property until her receipt of the notice from the Department of Environmental Protection. Upon receipt of that notice, Mrs. Babcock immediately consulted with me and authorized me to engage a Licensed ' Site Professional. I immediately engaged Horsley & Witten, Inc. to undertake whatever work was necessary on the property. Mrs. Babcock has been informed, and believes, that the property at 210 Yarmouth Road has never been used for any purpose which would be likely to ' cause a release of contamination. Horsley & Witten, Licensed Site Professonals, have concluded that the pollution on this property may come from Volta Oil Company, DEP Site 4-00262 Hubbard Oil Company, DEP Site 4-0392, Nelson Coal & Oil Company, DEP Site 4-0716, Kitchen Appliances Market (formerl Cotton Pickin T s Y ), DEP Site 4- 0852, Old Colony Railroad, and Barnstable Municipal Airport, DEP Site 4-0823. Mrs. Babcock has had no affiliation with the upgrade property owners or operators who may have been the owners or operators of the source of the release. The only reponse actions taken at the site were taken by Horsley & Witten, Inc., Licensed Site Professionals, and Mrs. Babcock has been informed and I � . i i believes that all actions undertaken at the site by Horsley & Witten, Inc. have been in compliance with Massachusetts General Laws Chapter 21E, the ' Massachusetts Contingency Plan. ' Mrs. Babcock will be pleased to offer access to the property, upon. reasonable notice, to anyone conducting response actions provided that copies of any test results shall be furnished to her. Yours truly, sell E. Haddleton, Attorney for Mrs. Ann Babcock REH.pac � f ' I 1 � ' II i 1 i r r APPENDDC 4 1 , 1 � r r � r r r i COMMONWEALTH OF jVjASSACHUSETTS ' EXECUTIVE OFFICE OF ENVIRONMENTAL DEPARTMENT OF ENVIRONMENTAL ' SOUTHEAST REGIONAL OFFICE �0 WILLIAM F. WELD ✓�� r UDY CORE ' ?8' Secretary Governor .q r ARGEO PAUL CELLUCCI 04*��r lyy? B. sTRUHsCommissionerD �lE N Commissioner Lt. Governor O July 22, 1997 Mr. John Gralton RE: BARNSTABLE--WSC/SMP/RTN-4-0852 KAM Appliance Former Cotton Pick'n Tees 201 Old Yarmouth Road 201 Old Yarmouth Road Hyannis, Massachusetts 02601 DOWNGRADIENT PROPERTY STATUS M.G.L. c.21E and MCP, 310 CMR 40 .0000 Dear Mr. Gralton: On April 7, 1997, the Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) , received a report titled "Unit 3 Group, Barnstable Aquifer Protection Project, Phase II Comprehensive Site Assessment Report" (the Phase II Report) dated March 24, 1997, prepared by SEA Consultants, Incorporated. The Phase II Report was accompanied by BWSC Form-104 titled "Response Action Outcome. (RAO) Statement & Downgradient Property Status Transmittal" prepared on your behalf by William J. Mallio, the Licensed Site Professional of record for the property located at 201 Old Yarmouth ' Road (the site) The Phase II Report indicated that process waste (i .e. , spent ' I inks, paints, solvents and thinners) associated with the Former Cotton Pick'n Tees screening process was discharged to the on-site the building and a dry well . The septic system located west of process waste "contained heavy metals, aldehydes, phthalates and corrosive and organic solvents. The Report also indicated that groundwater flow is east/northeast toward the Maher Municipal Wellfield and petroleum compounds (i.e. , benzene, toluene, ' petroleum hydrocarbons, and ethylene ethylbenzene, xylene, total dibromide) were the only constituents identified in the monitoring i wells located upgradient and at the site. In addition, the Report indicated that a release of oil occurred at a Sunoco Service Station (formerly known as the Charter Service Station) , an Exxon Service Station (formerly the BP Station) and Nelson Coal and Oil Company are located west of and hydrogeologically upgradient of the site on Iyanough Road. 20 Riverside Drive 9 Lakeville, Massachusetts 07347 FAX(508) 947-6557 Telephone (508) 946-2700 -2- i Based on the information specified above, the Licensed Site Professional (LSP) of record for the site, Mr. William J. Mallio, i provided an opinion that the presence of petroleum products in the groundwater beneath the property located at 201 Old Yarmouth Road resulted from a release from upgradient sources. The Department reviewed the Phase II Report and concurs with this opinion. The Downgradient Property Status shall be limited to the release of petroleum products described herein and to the KAM Appliance property boundary. Please be advised, that the Downgradient Property Status for this site shall terminate if: 1. new information becomes available which indicates that the ' criteria in 310 CMR 40 .0183 (2) are no longer met; 2 . the person providing the Downgradient Property Status Submittal fails to meet the requirements specified in 310 CMR 40. 0185 for maintaining such status; 3 . the person providing the Downgradient Property Status Submittal notifies the Department in writing that such person intends to perform Comprehensive Response Actions in accordance with 310 CMR 40.0800; 4. the Department establishes Interim Deadlines in accordance with 310 CMR 40 . 0167 and/or issues an order requiring the performance of response actions pursuant to Massachusetts General Law c.21E, Section 9 or 10. I Should you have questions regarding this letter, it Y � g g please contact Laura Stanley at the letterhead address or at (508) 946-2880 . The Department appreciates your anticipated cooperation in this matter. Very truly yours, Gerard M.R. Martin,- Acting Chief Site Management & Permit Section M\LAS\cb CERTIFIED MAIL NO. P 256 385 792 RETURN RECEIPT REQUESTED CC: Barnstable Board of Health P.O. Box 534 Hyannis, Massachusetts 02601 ATTN: Tom McKearn, Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 ATTN: Warren Rutherford, Town manager COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXESecretary Governor DAVID B. STRUHS Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY CERTIFIED MAIL• RETURN RECEIPT REQUESTED August 12 , 1997 Mrs . Milton Babcock RE : BARNSTABLE-.-WSC/SMP-4-13201 c/o Russell Haddleton Grandpa' s Used Bikes Haddleton and Collins 210 Yarmouth Road 251 South Street NOTICE OF RESPONSIBILITY P.O. ,Box 1298 M.G.L. c . 21E and MCP, . Hyannis, Massachusetts 02601 310 CMR 40 . 0000 Dear Mr. Haddleton: On April 7, 1997, the Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) received a report titled"Unit 3 Group, Barnstable Aquifer Protection Project, Phase II - Comprehensive Site Assessment Report" (the Phase II Report) dated March 24 , 1997, prepared by SEA Consultants, Incorporated. The Phase II Report indicated that a monitoring well pair .was installed on the above referenced property (the property) and that the property is located in the Zone II for the Maher Municipal Wellfield. Groundwater samples were collected from the wells on July 31, 1996 and analyzed for volatile organic compounds and total petroleum hydrocarbons : A review of the analytical data revealed that napthalene and total petroleum hydrocarbons are present in the groundwater beneath the property at concentrations of 230 ug/1 and 3 . 5 mg/l, respectively. The Reportable Concentration for napthalene and total petroleum hydrocarbons in the groundwater within a Zone II are 20 ug/1 and 1 mg/l, respectively. Refer to 310 CMR 40 . 1600 for additional information. Based on the information contained in the Phase II Report, the Department has reason to believe that a release of oil and/or hazardous material occurred at the property located at 210 Yarmouth Road (the .property) and that the property may be a disposal site as defined by the Massachusetts Contingency Plan (the MCP, .310 CMR 40 . 0000) . The Department also has reason to believe that one or more response actions are required at the site . The Massachusetts Oil and Hazardous Material Release 20 Riverside Drive • Lakeville, Massachusetts 02347 0 FAX(508) 947-6557 • Telephone (508) 946-2700 F L ' -2- Prevention and Response Act, M.G.L. c . 21E, and 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 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 meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise . STATUTORY LIABILITIES The Department has reason to believe use-1 in this letter, ,you,, refers to Mrs . Milton Babcock) 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 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 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 Department . 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 -3- Recovery. ) The Department may also assess interest on costs incurred at the rate 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 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 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 which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties . NECESSARY 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. 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 . Unless otherwise provided by the Department, a PRP has one (1) -4- year from the initial date a notice of a release or a threat of release is provided to the Department pursuant to 310 CMR. 40 . 0300 or from the date the Department issues to him or her a Notice of Responsibility, whichever occurs earlier, to submit to the Department either a completed Tier Classification Submittal, and if appropriate, a completed Tier I Permit Application, or a Response Action Outcome Statement . The Deadline for these submittals is July 18 , 1998 . Please be advised that specific approval is required. from the Department for the implementation of all IRAs and Release Abatement Measures . Assessment activities consisting of the construction of a fence and/or the posting of signs are actions that are exempt from t' is approval . - The Department encourages parties with liabilities under M.G.L. c . 21E to take prompt action in response to releases and threats of release of oil and hazardous materials . By taking prompt action, you may significantly lower your cleanup costs and avoid the imposition of, or reduce the amount of, certain fees payable under 310 CMR 4 . 00 . PROCEDURES TO FOLLOW TO UNDERTAKE RESPONSE ACTIONS You must employ or engage a Licensed Site Professional to manage, supervise or actually perform the necessary response actions at this site . You may obtain a list of names and addresses of these licensed site professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145 . You should notify the Department in writing no later than 5 : 0.0 p.m. on August 31, 1997, if you intend to undertake response actions at this disposal site . If you fail to provide a response to this Notice as requested or undertake the necessary response actions in accordance with the MCP, the Department may perform the necessary response actions and take appropriate legal action against you. if you have any questions relative to this Notice, please contact Laura Stanley at the letterhead address or at (508) 946- 2880 . Si c ely, Gerard M.R. Martin, Acting Chief Site Management and Permits Section M/LAS/re CERTIFIED MAIL #P 256 386 489 RETURN RECEIPT REQUESTED -5- cc : Barnstable Board of Health P.O. Box 534 Hyannis, Massachusetts 02601 ATTN: Tom McKearn, Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 ATTN: Warren Rutherford, Town Manager Barnstable Municipal Airport Boardman-Polando Field 480 Barnstable Road, 2nd Floor — ya 3 s;Ma�s-ac-hu-s-e-t t s 02601 --- - - -— - ATTN: Benjamin C. Jones, Unit 3 Coordinator Barnstable Water Company 47 Old Yarmouth Road Hyannis, Massachusetts 02601 ATTN: George Wadsworth, President Cape Cod Commission 3225 Main Street P.O. Box 226 Barnstable, Massachusetts 02630 ATTN: Tom Cambareri SEA Consultants, Incorporated 485 Massachusetts Avenue Cambridge, Massachusetts 02139 ATTN: Bill Mallio, LSP Hubbard Oil Company, Incorporated P .O. Box 10 Hyannis, Massachusetts 02601 ATTN: Fred Fournier Nelson Coal & Oil, Incorporated 180 Iyanough Road Hyannis, Massachusetts 02601 ATTN: P. Gordon Nelson, Jr. , President Volta Oil Company, Incorporated 140 Samoset Street P.O. Box 1040 Plymouth, Massachusetts 02362 ATTN: Bruce Garrett, Vice President of Operations Kitchen Appliance Mart 201 Yarmouth Road Hyannis, Massachusetts 02601 ATTN: John Gralton, President a -6- DEP-SERO ATTN: Andrea Papadopoulos, Deputy Regional Director Kevin Kiernan, Assistant General Counsel Data Entry COMMONWEALTH OF MASSACHUSETTS _ EXECUTIVE OFFICE OF ENVIRONME 7AIRS�'' , DEPARTMENT OF ENVIRONMENT OTECTION SOUTHEAST REGIONAL OFFICE qY WILLIAM F.WELD ,cOF .199 TRUDY COPE Governor � Bq9 J Secretary �[ly� llyel AVID B. STRUHS ARGEO PAUL CELLUCCI P Lt. Governor Commissioner y` 20A/ May 5, 1997 Milton Babcock RE : BARNSTABLE--BWSC/SMP Grandpa' s Used Bikes Grandpa' s Used Bikes 210 Yarmouth Road 210 Yarmouth Road Hyannis, Massachusetts 02601 REQUEST FOR INFORMATION M.G.L. c . 21E and MCP, 310 CMR 40 . 0000 URGENT LEGAL MATTER: PROMPT REPLY NECESSARY CERTIFIED MAIL: RETURN RECEIPT REQUESTED Dear Mr. Babcock: The Massachusetts Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) , is investigating a release of oil and hazardous material at several properties located along Iyanough Road in Barnstable, Massachusetts . Your property is located in the vicinity of the zone of contribution for the Maher Wellfield where numerous environmental investigations have been conducted. Pursuant to the Department' s authority to gather information, and to investigate, sample, and inspect records, conditions, equipment , practices, and property under M.G.L. c . 21E, §§ 2 , 4 , and 8 , and the MCP, you (as used in this Request for Information, the term "you" refers to Grandpa' s Used Bikes and any of its subsidiaries, directors, officers, employees, attorneys, agents, representatives, and/or anyone acting on behalf of it) are directed to provide the Department with the information listed on Attachment B hereto before the close of business on May 19 , 1997 . , This deadline constitutes an enforceable interim deadline pursuant to 310 CMR 40 . 534 (5) . This Request for Information has been sent to you as a result of the information generated during the assessment of the groundwater contamination in the vicinity of the Maher Wellfield, located in close proximity.. to Grandpa's Used Bikes . Based on groundwater flow direction and contaminant concentrations in the groundwater_ ' determined by numerous hydrogeologic assessments conducted in the ,vicinity of your property, it• is necessary for. the Department to collect information to determined whether Grandpas , Grandpas , Riverside Drive 9 Lakeville, Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946-2700 t � -2- Used Bikes is a potential source of contamination. Be advised that consultation with legal counsel may prove valuable in responding to this request and future supplemental responses . Your response to this Request for Information should include evidence that you conducted a detailed and timely investigation of the facts surrounding the subject matter of this request. Sources of such information should include, but are not limited to: business records; past and present company publications such as magazines, newsletters and annual reports; environmental audits that analyzed facility operations, practices and the adequacy of internal systems to achieve, maintain, and monitor compliance; and interviews with present and former employees . Failure to respond to .this letter or the submission of false or misleading information may subject you and your officers and employees to legal action including criminal prosecution, court-imposed civil penalties, administrative orders or civil administrative penalties assessed by the Department . The Department encourages you to give this matter your immediate attention and to respond within the time specified above . The completed response to this Request for Information should be sent to Laura Stanley at the letterhead address above . If you have questions please do not hesitate to call Ms . Stanley"at (508) 946- 2880 . Sincer y, rand M.R. Mar in, c ing Chief Site Management and Permit Section M/LS/LM CERTIFIED MAIL NO. P808 783 120 RETURN RECEIPT OF REQUESTED ATTACHMENTS : Attachment A: Instructions for Submitting Response Attachment B: Request for Information Attachment C: Certification of Submittal CC :, Barnstable Board of Health P .O. Box 534 Hyannis, Massachusetts 02601 ATTN: Tom McKearn, Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 ATTN: Warren Rutherford, Town Manager* -3- cc : Barnstable Municipal Airport Boardman - Polando Field 480 Barnstable Road, 2nd Floor Hyannis, Massachusetts 02601 ATTN: Benjamin C. Jones, Unit 3 Coordinator Barnstable Water Company 47 Old Yarmouth Road Hyannis, Massachusetts 02601 ATTN: George Wadsworth, President Cape Cod Commission 3225 Main Street P .O. Box 226 Barnstable, Massachusetts 02630 ATTN: Tom Cambareri, SEA Consultants, Incorporated 485 Massachusetts Avenue Cambridge, Massachusetts 02139 ATTN: Bill Malliou, LSP Nelson Coal & Oil, Incorporated 180 Iyanough Road Hyannis, Massachusetts 02601 ATTN: P. Gordon Nelson, Jr. , President Volta Oil Company, Incorporated 140 Samoset Street P.O. Box 1040 Plymouth, Massachusetts 02362 ATTN: Bruce Garrett, Vice President of Operations Atwood Oil Company Brooks Road P .O. Box 1238 Hyannis, Massachusetts 02601 ATTN: Alfred Fournier, Vice President Kitchen Appliance Mart 201 Yarmouth Road Hyannis, Massachusetts 02601 ATTN: John Gralton, President DEP-SERO ATTN: Andrea Papadopoulos, Deputy Regional Director Jonathan Hobill, Acting Regional Engineer Kevin Kiernan, Deputy General Council Data Entry ATTACHMENT B REQUEST FOR INFORMATION A separate response must be made to each request set forth in this Request for Information. You are requested to precede each response in your reply with the number of the request to which it corresponds . Where specific information has not been memorialized in any document but is nonetheless responsive to a request, you must respond to the request with a written response setting forth such information. For each and every request contained herein, if information responsive to the request is not in your possession, custody or control, you must state that you do not have the information requested and, if you know, identify the persons from whom such information may be obtained. Unless otherwise specified, you must provide a photocopy of each and every document identified in your responses to the requests set forth below, unless you claim any such document is protected from disclosure . For each and every such document which you claim is protected from disclosure, you must separate the parts of . those documents which you do not claim are protected from the parts which you claim are protected, and state the nature of the protected information and the basis for your claim that the document is protected from disclosure . If any document requested is not in your possession, custody, or control, you must state that you do not have the information requested and, if you know, identify the person(s) from whom such information may be obtained. The fact that investigation is . continuing shall not excuse failure to answer each request as fully as possible . You are hereby notified that submittal of false or misleading information in response to this request may subject you to legal action including criminal prosecution, court-imposed civil penalties, administrative orders or civil administrative penalties assessed by the Department . Your response to this Request for Information should be sent to. Laura Stanley Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville, MA 02347 B-1 QUESTIONS 1 . List all the names of the businesses you owned or operated at the property and the dates of such ownership or operation. If known, also list the names and addresses of past owners/operators and- the nature of their business . 2 . Describe your current and past use of any oil or hazardous material generated, stored, treated, released, managed, disposed of both on and off the site, or transported to or from the property located on 210 Yarmouth Road, in Hyannis, Massachusetts during GrandpaIs Used Bikes operation of the site, such description should include but not be limited to the following: a. name (trade, chemical and Case T) , composition, and quantity(ies) of each oil and/or hazardous material (e .g. waste oil, fuel oil, kerosene, gasoline, solvents, freon, etc . ) ; b. the purpose and use of such material ; C . the type (s) of containers/vessels used to store the material; and d. location, practices and procedures for storage and disposal of the material . If cil and/or hazardous material was disposed of on the proper-v located on 20 Yarmouth Road, in Hyannis, a map of the property must be provided to depict all disposal areas . The site map should also . incluae all major appurtenances (i . e . , buildings, utility lines, septic systems, leach fields, storage tanks, dry wells, . etc . ) and a north arrow. r 3 . Describe any oil and/or hazardous material releases) which occurred during Grandpa' s Used Bikes operation of the site . Include, without limitation, a description of any release (s) from dumping or discharging of oil or hazardous material on the ground sur-face or holes and/or leaks from any storage containers, pits, equipment, tanks or distribution piping and from accidents, overfills or delivery spills . In such description please include : a . the date of each release (s) ; b. the quantity and type of oil and/or hazardous material; C . the location of each release; d. the cause and source of each release (s) ; B-2 e . any cleanup activities undertaken as a result of such release (s) ; and f . the identity of each and every person by name (s) , address (es) and job description (s) , and the identity of each such persons employer (s) , who participated in cleanup activities . 4 . Please provide a description, including the location, size and other pertinent features, of any current and previously existing floor drains, dry well (s) , septic systems or other underground injection points . If a sanitary disposal system was present at the site, .provide. .; documentation which indicates the date the site was connected to the town sewer system and the date sanitary waste began being discharge to the town sewer system. 5 . Describe each and every storage tank, both underground and aboveground, located at the property during your operation an/or ownership of the property. The description should include, but not be limited to: a. the date on which each tank was installed at the property; b. the capacity and location of each tank (s) ; C . the type (s) and quantities of oil and/or hazardous material (s) stored in each tank; d. a description of the maintenance, repair, or testing performed on each tank during the period of time it was located on the property; e . include receipts of any maintenance, repairs, or testing or any documents that pertain to these activities; and f . permits with the Department of Public Safety and the Fire Department . 6 . If storage tanks have been removed from the property, describe the removal of each and every storage tank (s) , including. the removal of the contents of each and -every storage tank (s) . Such statements should include, but should not be limited to: a. the date on which each tank was removed from the property; b. the name (s) and address (es) of the company(s) , principle (s) , and town and state official (s) involved in the removal of the tanks; C . a description of where each tank and its contents was disposed of; S-3 d. a description of the condition of the tank (s) upon removal including, without limitation, any holes, rust, defects, evidence of spillage, soil discolorations, odors or leakage; e . a description of all releases that had occurred at or from above and/or underground storage tanks and associated piping, i .e . , . leaks from unions, couplings, overfills, holes in tanks, and/or any other system failure; f . the reasons why removal of the tank (s) was/were necessary; and g. close out certification by the Fire Department . 7 . Please identify and describe any event that occurred while you were on the property, or any event that you became aware of that occurred previous to your ownership or operation of the property, relative to any release of oil and hazardous material (s) including but not limited to the disposal of oil or hazardous material on the around surface and the dates of such adjoining or nearby property which you believe may be impacting your property. 8 . Identify and submit all environmental surveys, studies, or collections of data conducted for your property. Such investigations may have been performed for real estate evaluations, refinancing, or the result of releases to the property. B-4 .fir"M SEWAGE PER IT NO. VILLAGE INSTA LER'S NAME B ADDRESS BUILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED . J P�F S . 1f� ILV 'AT SEWA 7 RMIT N0. 2.I CI h,ca�c Y' 3 v� , VILLAGE INST LER' NAME & ADDRESS B U It D E R OR OWNER DATE PERMIT ISSUED DATE CO#PL ANCE. . ISSUED M �.1' . � ��=-� ,.,,��� _ ' , � -- THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ..-........................................O F..........-----....-•--•-----•---.....-------------------------------............_........ ApplirFa#ion for Disposal Works Tonstrnrtion Famit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual -ewage Disposal System at* ..............----- .........---- - .._...... ---------- k .... Location. Lo No. ,O ner Address W ... ......... ............... In ller Yf Address Type of Building Size Lot:a _..._I'll- A,. feet U Dwelling—No. of Bedroom __.. .. _ _�ns"o "ttic ) rbage Grinder ( ) Other—Type of Building ............................ ........... -. w rs ( ) — Cafeteria ( ) Other fixtures --------------- Design Flow ...................................... allons 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.._.. X.�.. Depth below ' let__../_.� Total leaching ea___ sq. ft. Z Other Distribution box ( ) Dosin nk � � Y r '/ ` Percolation Test Results Performed by.... ._..� .............xxt___.___._ Date.... �►�l �_� -------- Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit........_........... Depth to ground water........................ Ri Description Qf Soil = ''!.._....4C -----%Z r ------•-- ._... -t-------- ._....W y e... �� ,� vr - �. x -----------•-----------•----•-------------•---------•-----•----•-----•----------------•--•--•-•--------------•-•---------•••----...------------------•••-------•--•--•--•--..._-•-----•--.............. V Nature of Repairs or Alterations—Answer when applicable............................................................................................... --------------------------•---"--••-----------------•----.........--------------------•----------•---•-----------------------------------.....---------------------...-•••-•......-••--.....•----- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TLITHE 5 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. �. gned......... -.---- ------------•• ............Da.te-•------------ Date � Application Approved By-------•--- = = ; Date Application Disapproved for the following reasons:.................................................----•---------------------------------------••--------•-------- .......................................................................................................................... -----------•-•--••--------------......-----------------------------•---- <� _ Date //3" 7� PermitNo........................................... .... Issued.../•1-------•---••------.. •-•-•--•---... Date No ......... Ems;........................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �- ....OF.- ....... ............................................•--....-....__........ w .. ApplirFation for Dispas'al Works Tomilrnstinn rrmit Application is hereby made for a 'Permit to Construct ( ) or Repair ( ) an Individual 'ewage Disposal. L ...... .--. ._.. . --------------------------------- � Location Ad s "� /� � Lo t ....................b:......... -..... f..._ ...-. .........................�... .. -....... .. ....... Qwner O _. tad r s f � -� a. Type of Buildin I auer Size rLot _f f d YP g. eet U ., Dwelling—No. of Bedrooms ,r nsi c ) rbage grinder ( ) P4 Other :Type of,Building ..............` Z of persons.. wers ( ) Cafeteria ( ) r Otherfixtures .......................................................... 4�'" �t W Design;<,Flow� ;• .. .._ � alloris per person per day. Total daily flow...........................____.._ _.:gallons Septic Tank . ` Liquid Lpacrty gallons Length Width...: Diameter................ Depth.......... W Disposal Trench o . Widt .... Total Length ......... Total leaching area... sq. ft. Seepage Pit No. .._.___.. D>arrieter___ ..iv, Depth below inlet ....... Total.lepachin area.�� sq. ft. Z Other Distributii box ( ) Dosipg tank '-' Percolation Testixl2esults Perfio ed b .. ._�_.__ !"- �;.: : Date..__. � . � .. ___..: x Y - f a .. ... ,-a Test Pit No. 1.... minutes per inc ,,r Depth of Test Pit............. Depth'to ground water Test Pit No. 2.___ _...... per•in ' #Depth of Test Pit_____________ _ Depth to ground water r . f yy+��� QI ih ,� .w`> k.F.iS+,� S . '°` ---.r ,+w ,s $_A_ - tx""�wnV i!?� rF '✓"*` Descriptiorn 4f Soil �r.. ... ... . ,r ____ L }Y t , _, s',., b w° ............. . ...... "" ...`^ "_- �sw,.. SC �:. " .-- !. U ........................... ,• W ..--••--------------------------------•--•-------------._.._..------------..........----------..._..---------•-----•-------------....::.....------......----------------------------------------....•--- UNature of Repairs or Alterations—Answer when applicable-------_--------------------------------------------------------_................................ .......................................................r_.........................................................................................................--._.•--•------•-•----•......-•-.•---- Agreement:. _ The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T IT= 5 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. �tgned X .e "°t --v Date �r Application Approved BY � � i.._.:.. =- - •Y _ - Date Application Disapproved for the following reasons_______________ __________________________________________ •.......................•--•--•. ......•••..... 1 Date PermitNo........................................................ Issued....................................................... Date > THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH MOF...... ' .............................................. (�rrtifirtt#r of ( ompliaanrr , � IIS. C�ERT Y That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) 9 by = `' .•- ----•-...__...• ......_ .................. g � In taller at ' .. - ,- --.. has been installed inVaccordance with the provisions of� ��L-F° 5 State Sanitary �de as essccr�be,47in the application for Disposal Works Construction Permit No,,.:.-_ ''............................... da.ted_.-. ___. -_...--------------....""'............. THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTR AS A RANTEE THAT THE SYSTEM ILL FUN ON SATISFACTORY. ,.. DATE...-•-••-. r ..................... Inspector..... THE COMMONWEALTH OF MASSACHUSETTS a r �g BOARD F HEALTH 117 t ............................. No............. ........ r,. FEE ....... ........ isposal r Tonstra ion Trani# Permission��s hereby granted.....4; -..=•--� --`�' � ...... �r ------------- ------------------------ --------- to Construe ( �or,Repair ( }) an ndy, 4-al Sage Dis osal Syst x �" t { at,No.. ----•-•--•--. . --...•... Street ynrlr. p tr .. as shown on the application for.Disposal Works Construction,Permit No. .......Z___e1Dated'_ �"......... ..... ...... _�.....__.._ Board of Healt ,. DATE.........................................-----•-----.._......................... FORM 1255 HOBBS & WARREN, -INC., PUBLISHERS 4 < ry. x a F f � e . , P y LOCUS MAP NOT TO SCALE E ZONING SUMMARY GENERAL NOTES SITE IS,":LOCATED WITHIN THE. WELLHEAD .PROTECTION: OVERLAY DISTRICT. ASSESSORS MAP 328 PARCEL 1:48 ZONING DISTRICT: B BUSINESS DISTRICT LOCUS- IS WITHIN FEMA FLOOD. ZONE C AS SHOWN: ON COMMUNITY' PANEL #250001 0005 D DATED :AUGUST 19, REQUIRED: PROVIDED: 1985., MIN'. LOT SIZE 11,909 S.F.. MIN. LOT FRONTAGE 20' 90.62' THE EXISTING' CONDITIONS SHOWN HEREON ARE THE MIN. LOT WIDTH 87' RESULT OF ,A SURVEY PERFORMED ON THE ;GROUND ON MIN: FRONT SETBACK 20' 18 'JAN 31, 2006 BY 'DOWN CAPE ENGINEERING, INC.. MIN.. SIDE SETBACK — 3.7' MIN: REAR SETBACK - 1012' UTILITIES SHOWN APPROX. CONTRACTOR TO VERIFY MAX. BUILDING 'HEIGHT 30' OR 1,51 STORIES E IST. NOTIFY DIGSAFE PRIOR' TO ANY EXCAVATION ON SITE,. 2 STORIES (N0 CHANGES PARKING CALCULATIONS. MAX'. STRUCTURE COVERAGE; — 25;6� - E NOTE:- FRONT YARD LANDSCAPED` SETBACK FROM THE ROAD LOT LINE: EXISTING USE: RESIDENTIAL DWELLING UNIT— 1 (1.5/DU); 1.5 ZONE B '- 10 FEET. (10' PROVIDED) WAREHOUSE 20 EMPLOYEES PER SITE PLAN (1/1.3 EMPL)' = 15.4 EXISTING PARKING DEMAND (SPACES) = 17 PROPOSED USE: 660 SF RETAIL (1/200) = 3.3 WP REGULATIONS: 50% IMPERVIOUS MAX. 30% NATURAL STATE MIN. 2,1;9,0 SF WAREHOUSE/TRAILER REPAIR (1/700) = 3.1 1,612 SF OFFICE ` 1/300)= 5.4 NATURAL STATE: 15 PROPOSED PARKING DEMAND (SPACES) _ (11.8) 12.0 EXISTING USE: 3 BEDROOM; RESIDENTIAL, WAREHOUSE/BIKE REPAIR 12 SPACES PROVIDED INCL. 1 .HCP'. PROPOSED USE; RETAIL, STORAGE/PRIVATE OFFICE; :PROPOSED LOT COVERAGE:. PAVEMENT/WALKS: 6,251 SF _' 52.5%: REF. § 240-53 F. <5 .SPACES INCREASE— UPGRADE NOT RED: BUILDING COVERAGE: 5,050 -SF = 25.69 GRASS: §4 i Z.608..,SF NUFM . TOT 'a �,. 11,909 ;aG � yG` a �. ( �KIO � V ��� EIS Bf ) N s, ova ,. DE ,� q REFERENCE ctvitt" No.46502 �::Na.409.SO PROBATE .9901184EP P° � �s`rP": '� •s`o�'� DEED BOOK: 11455 PAGE 229 r I N ` � � � OWNER OF :RECORD: APPLICANT: ... ESTATE OF ANN B. BABCOCK CAPE COD TRAILER STORAGE: INC DATE DANIEL A. OJALA, P:LS., .E. 1647 MAIN ST PO ;BOX W SOUTH WEYMOUTH',, MA 02190 HYANNIS, MA: ;02601 SITE PLAN11 10- YARoff' L V OUT R00 0®® H 1 ANNIS, I V!/ a508-362-4541 fax 508-362-9880 PREPARED FOR I . down cape engineering, inc. CAPE COD TRAILER STORAGE AUGUST 15, 2011 CIVIL ENGINEERS Sheet iF REV.: 9-13-11 SPR COMMENTS LAND. SURVEYORS REV.: 11-1-11 DRAINAGE 1 Of 8 REV.: 12-16-11 ENTRANCE DETAILS 939 main_ st. yarmouthport, ma 02675 DCE#11-186 REV.: 12-3-13 SEPTIC .DETAILS PERMIT SET - NOT FOR CONSTRUCTION 11-186 210 YARMOUTH ROAD.DWG E 4 Granite Curb T Yarmouth Road (1949 County L ayou t Uflity Po% .Granite Curb; A1 Granite;Curb (TYp� F __ 5idewolk � rf C 97 62' Paved Parking \ TH#1 \In I `_ I " Paved Porkir� �Dl\ TH#2 \. Approx. Septic'" \ System From l Asbuilt Card Existing - i� � . 'i ` 3 Bedroom Residence Cony. t� v Step \ \ \ w / Existing rePair rt/ M\ Z f WarehpUse�.. Y . \ N Gravel Parking \ 3 EXistin9. & storage �, \ uildln9 36" Tree \ o.�: b ^i f Appr_ox Septic System From I �- Asbuilt Card 48" Tree o0 o 28 � 34 r 1`HOF11gS , !. DANfI yc� CANIE'LA o OJALA Ca.VIL Scale: 1''-20' 0 10 20 30 40 50 FEET :DATE. DANI:EL A. OJALA, P.L:`S.,P.E PERMIT SET NOT FOR CONSTRUCTION k EXISTING CONDITIONS SITE PLAN AZ1 YARMOUTH HYANNIS, MA off 508-362-4541 fox .508-362-9880 PREPARED FOR - APE. TRAILER. STORAGE dov�n cape engineering, inc. Sheet; AUGUST 15 2011 ::� CIVIL ENGINEERS 2 of 8. REV.: 9-13-11 SPR COMMENTS LAND SURVEYORS' REV.:, 11-1=11 DRAINAGE 939 main st., yarmouthport, ma 02675 11-im 210 YARMOUTH ROAD.DWG: SCE 1 1-1$6 4 I y armouth Road (1949 County Layout)' utility Pole CD rc Z, IT - - - : Q` `.wh s yj Y+ '4t `iltid �6, n Yx _ £, ^y :A. 5Tit A, rK r , a c F1 as x ter` r c H a 0 PROPOSED BUILDINGArn,* ; SLAB EL.38.0 ' PROPOSED TRAILER' SALES,' STORAGE, PARTS;''AND REPAIR qv � • � � � � '�Yam �"`'°. r " � 1 DATE ANQREW R. .GARULAY,. RLA k 4 PLANTING SCHEDULE; s 00' 1. G 9� x " 'OCTOBER GLORY RED MAPLE 3 3. .C.AL., ., ACER RUBRUM 'OCTOBER GLORY' t . F HERITAGE' CLUMP BIRCH, 8'-1.0.' 3 BETULA NIGRA HERITAGE' JUNEBERRY .4'-5.' 1 AMELANCH/ER CANADENS/S` MIEN GRASS #5 13 c"aa SCAN THUS SIN ENS/S YUKU-✓1MA OVERDAM FEATHER REED GRASS #2 T ° R � CALAMAGROST/S X 'VVERDAti1' OJALR, DF,NIEL u� C! IL X. ELIJA BLUE FESCUE #1 30 No 455Q2 �?IALA . �_ a IVo.40380 FESTI/CA' OWNA ELl✓AH BLUE fi Q HELLER'.S: JAPANESE HOLLY #2 11 j � �' ran` ss '0 ILEX C ENA TA °HELLERI' NIKKO BLUE- HYDRANGEA #7 12 HYDRANGEA M. 'NIKKO BLUE' DATE - AN1EL A OJALA, P. S.,P.E. PJM RHODODENDRON 24°-30" 21 PERMIT SET — NOT FOR CONSTRUCTION RHODODENDRON X P✓M' SHAMROCK INKBERRY #5 15 ILEX GLABRA 'SHAMROCK' Scals:1 -- 20'` PROPOSED LAYQUT & LANDSCAPE o 10 20 30 ago ;5o FEET SITE, PLAN 210 Y RMOU H RO D � ! L NNIS I r SA. _ off 508-362-4541 ® fox 508-362-9880 PREPARED FOR, CAPE COD TRAILER STORAGE. down cape engineering, nc. Sheet AUGUST 15, 2011 CIVIL ENGINEERS 3, of 8- REV.: 9-13-11 SPR COMMENTS LAND SURVEYORS REV.:. 11-1-11 DRAINAGE 939 main st. armouth ort,,ma 02675 REV.: 12/16/11 ENTRANCE DETAILS Y P `pt-1:86 210 YARMOOTH ROAD:DWG DCE #11-186' Granite Curb T 1'P. _ rmouth Road NEW GR.4N/TE CURB (1949 County LoyoU.t) NEW /;12 TRANSIT/ON CURB 3a, Utility Pole 8 2 s 36.6 „��o' ,yam' BENCHMARK: MAG Granite Curb Granite Gurb�of G k f j '� NAIL..EL. 37.19' SIDEWALK 136,)3 , 371 Sidewalk 1.. �3� 36�Z81- �f 36 71 n 8� y. �3s 2 u 3 Sig 1 1 37.2 l 6, I' 36 ggX r [37.31 CBZ 9 4 36 T 1 8 3`. �6 6 81 [3' 8f' ' TH 1 - m LP1 f B . 1 `3 � I 'SETBACK 2 e 3 l O; r P flS ... .-. W 4 : J�� r\1�� x \ \ 1 is ow �.. nv / � \ n PROPOSED LEACH FIELD 31•'X24'�WITH 4" LATERALS 8 N 6' 04 AT'.005 FT/FT` A� � VENT AS SHOWNOJAI 4 / 0 c tz Z,0 PROPOSED \No= W,� BUIL.DING ,c� K�, n 1SLAB EL..38.0 s L k'�� s C p2A \ 35_ \ PROPOSED`�TRAILER p�—" B \/ V . SALES,. STORAGE, <3a r n PARTS. AND REPAIR v /% n a✓ w+ . .. ° �,ak� v �o` 34 i r i 00, SLOPE STABILIZATION_. WALL 3 _ .3q /. �ti(N n�MgSS 4'N OF/�;, ASS DANIEL Scale:1 = 20 DA!`1l>sLA G ?. . �y ►, , o: &ALA. A: N " CIVIL MAIA Na.4f502 : IMAM No 40.380 0 1.0 20 30 40 5Q FEET - 1'L(3/13 Rv DATE DANIEL k OJALA, P.L`S.,P•E• PERMIT SET' NOT FOR CONSTRUCTION GRADING/UTILITIES SIT PLAN off.508-362- 880 fax 508-362-9880 210 YARMOUTHROAD, 'HYANNIS, MA down cape engineering, 1 C. PREPARED FOR SheetSTORAGE. CIVIL ;ENGINEERS � CAPE COD TRAILER LAND SURVEYORS AUGUST 15, . 2011 4` 0 REV.: 9-13-1.1 SPR COMMENTS 939 main St. yarmouthport, ma 02675 REV4 11-1-11 DRAINAGE REV.: 12/16/11% ENTRANCE DETAILS 11-tW 210 YARMOUTH ROAD.DWG - ME #1;1-186 I - SEE :PAVEMENT SECTION SEE. PAVEMENT.,SECTION HEAVY .DUTY. H-20 COVER„ LABELED "DRAIN" F&C 8" H-20 F&C EL.. LISTED 8" H-20 F&G'S EL. LISTED DRILL (2) 1''0 HOLES IN COVER 2'X: 2' GRATE (TYP) 2'X 2' GRATE;'(TYP)' (5) TOTAL ON DRAINAGE COMPACT BACKFILL IN 6" LIFTS (TYP. ALLDRAINAGE) BRICK ADJUSTING COURSE , MORTAR. MIRAFI 140N FABRIC OVER H-20 3" MIN. PEASTONE PRECAST FABRIC, LINE ALL SIDES. OF DRAINAGE RISERS SLOTTED 12"0... HDPE DRILL (2) 1 0 o z DRILLS AS REQ. ADS N-12 OR EQ.` HOLES SET LEV INV. . .. " ;7,A;xF85�.{S -._. ,._: 07�•r.ts y+c:;"'«::3 - __ ,0. -` ..,.0� .- PROPOSED 2.0' .( P.): a a 4"S H40PVC A 1'% IN H-20 C.B.2.5 _ TRAP C.B. TRAP FROM ROOF D AINS 3 142 LEACHPIT INV. 12:"� HDPE PIP "0 HDPE PIP �. 6.'OX6' SHOREY LP H-20 OR EQUAL PROPOSED.' PROPOSED :� 600 GALLON PRECAST 600 GALLON .PRECAST H-20 CATCH,BASIN H-20 CATCH BASIN ifl o STONE 4', MIN. SUMP 4' MIN. SUMP 4' IN. AROU,ND .PIT • • ' ' SECTIONAL PLATE" SECTIONAL PLATE 4' MIN.:-AROUND 6'0X5` SHOREY SOLID X5':SHOREY'SOLID �- 6" 6'0 STONE UNDER BASIN H-2O. OR EQUAL BASIN H-20 OR EQUAL EST.: 11'+ TO GROUNDWATER 3/4 1-1/2" DOUBLE WASHED STONE (TYP.) ECCENTRIC TOP- ECCENTRIC TOP SECTI®N THRU DRAINAGE, EL. 110 I' TITLE 5 FLOW: MIXED.. USE EXISTING TITLE 5 'FLOW: 3 BEDROOM HOUSE 330 GPD SEPTIC TANK -DESIGN: 545.5 GPD. 200% = 11091 GALLON REQ. SEPTIC TANK DESIGN: 545.5 GPD (100%) 545.5 GALLON :REQ. 400 .GPD WAREHOUSE SYSTEM 400 GPD. USE 2,000 GALLON H.-20 DUAL. COMPARTMENT SEPTIC TANK EXISTING GRANDFATHERED DESIGN FLOW =730 GPD PER 6/27/78 :SITE PLAN 1ST COMPARTMENT - 5.33 X 6.00 X :5 00 .X 7.48 1,196>1',091 OK BY R.J. O'HEARN,.INC. + DWCP ON FILE AT BOH. ., 2ND COMPARTMENT - 5 25 X .350 X :5.00. X 7.48 =,687>545.5 OK ;USE Cl, LAYER CLASS 1 SOILS FOR LEACHING <5 MPI = 034 GPM/SF :LTAR' . PROPOSED TITLE 5 FLOW: LEACHING: 545.4 GPD/0.74 GPD/SF = 737 SF LEACHING AREA, REQUIRED., USE '(1) 31' X 24' LEACHING FIELD, = 744 SF > 737 SF :O.K. 1412 SF 2ND: FLOOR 1OFFICE (75 GPD/1000 SF) 105.9 GPD, 200 SF 1 ST FLOOR OFFICE: (75 GPD/1000 SF) 15 GP,D BOTTOM' CAPACITY = 31'X.2.4' = 744 SF X. 0.14 = 550;6 'GPD' > 545.5 GPD' O.K. 660 SF 1ST FLOOR :RETAIL (75 GP6/1000: SF)-. 49.5 GPD NO `GARBAGE DISPOSALS ALLOWED REPAIR STORAGE- 3 TRAILER. SERVICE BAYS @125 GPD' 375- GPD 545.4 GPD DESIGN FLOW - :SEPTIC SYSTEM DESIGN DATA OBSERVATION HOLE, DATA TESTED BY: DAN.OJALA'P.E. WITNESSED BY: DON DESMARAIS R.S;: NOTE:1/2" EXP JOINT APPROXIMATELY:24'-0" OC BARNSTABLE B.O.H. - FILLER -CU7 BACK 1/2' W/1/2° DIA x12" LONG' OBSERVATION - - " - - P11271.6 SMOOTH EXP DOWELS AT 12. :OC, ONE= HOLE # 1 GRND.ELEV.=36.8 HALF GREASED - LL- GW ELEV.=WG.W E; 2 9 2006 DATE: _ MOTTLNG ELEV.=:- EXP JOINT WHEN ADJACENT TO CONIC STRUCTURE OR BLDG ELEV. SURFACE'. SOIL SOIL SOIL SOIL. OTHER DEPTH ORIZO TEXTURE COLOR . MOTTLING CONTINUOUS SEALANT CONCRETE ASPHALT` 36.6 0"- 2 PAVED - - N PREMOLDED FILLER LOAMY 4x4=6 6:-WELDED MASS: DPW WIRE FABRIC 34.3 2"- 30" B SAND 10YR. 6/6 N - STOP WWF AT EXP JT TYPE Il 29.8 5V.- 84" Cl 'MED COARSE BIT, :CONIC, AND / SMOOTH TROWEL.ALL. " MED 2i5Y 8/3 N. EDGES .6" WIDE FINE BROOM FINISH 26.3 84-126 62 SAND (CONTROL JOINTS 6" REVEAL SOIL MOTTLES."OBSERVED BOT OF PERC 54" PERC;RATE 12 X3 CCBERM ELEV.-.N/A HOLE ELEV. 32.3 < 2 MIN./INCH 6" 4000 PSI -CONCRETE PAVEMENT . _ •: .,, .• 1" TOPCOAT INTERGRAL W/TOB' COAT a a W/6X6 WWF IN xyx x " OBSERVATION 2." CLEAR LOADING 'AREA - , 2.5 BINDER a 0 0' o 0 0 ° . x HOLE # 2 GRND ELEV 37.0 o°o°o°o°o o,°o°o°:o a OW ELEV MG.W.E.. 0 0 0 0 0 0 0 ,\ DATE' �_ o a .o o_ o o .o 0 0� p 0"`0"0"o"o"b" °�°v0v00 2 9 2006 MOTTLING ELEV=- O 0„03 X O O, O O O 0 O O. O O O O O O O ,0 O; 0 0 0 O O O O O 0 0 �' 0 0 0 0 0 0 0: 0 0 0 o ELEV.. SURFACE" SOIL SOIL SOIL SOIL o0o( 4 .. o 0 0 0: o 0 0 0 0 0 0 o OTHER. 0_3 Q 37.0 DEPTH HORIZON TEXTURE COLOR MOTTLING. 0 36.8 0"- 2 PAVED 6" T-BASE ° °< 6° T=BASE PER .MDPW SPEC. S0°c°0°0° " LOAMY 0 00, 0 0 PER MDPW -SPEC: 34.3 2 32 B SAND 10YR 6/6 N o°o.(o°q°o \_-COMP EXTEND 1'' BEYOND PAVE o_:o_ MED: COAACTED SUBGRADE 30.0 32 84". Cl AND I 2:5Y 6/6 N BASE: 24"_ FROST FREE VB� ROLLER COMPACTED'MATERIAL6 LIFTS THICKEN SLAB TO 12 ' WHERE AGAINST ASPHALT "" NED COARSE 26,5 84"-126" 02 AND- 2 5Y 8/3 N <10% PASSING #20.0 SIEVE ; OF PASSIN. #40) SOIL MOTTLES:OBSERVED® BOT OF PERC 57.6" PERC RATE (ELEV."-N/A) HOLE Q-ELEV. 32,2 MIN./INCH �- �a4��,•(µbF�dgs .. WpFMgss9 CRO-SS . . SECTIONS �4so� DAME AANIELPAVEMENT 0JA NOT TO SCALE C;IVI JAIA y� E 4 SU. DATE. DAI}' J ;,,P.E. _ SITE:' PLAN PERMIT SET N.OT FOR CONSTRUCTION #210 YARMOUTH ROAD, HYANNIS, MA off 508-362-4541 fax 508-362-9880 PREPARED FOR: CAPE COD TRAILER STORAGE - down cape engineering, me. CIVIL ENGINEERS` Sheet LAND SURVEYORS 5 of 8 939 main st., yarmouthport, ma 02.675 DCE'.#1 1=1:8,6; 1'1'-186 21'0 YARM60TH ROAD.DWG o PROVIDE MIN. 20" DIAM. WATERTIGHT 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED ALL SYSTEM COMPONENTS. 'SHALL BE. MARKED rni ACCESS,.COVERS TO GRADE EROSION CONTROL NETTING ON ALL SLOPES :>1.0% (TYP.) WITH MAGNETIC TAPE O,R COMPARABLE: 4" SCH40 _ O N. H-20 MANHOLE COVER (TYPO (4 TOTAL ON SEPTIC) MEANS FOR FUTURE LOCATION. PVC VENT' 1 378t- ,PRECAST H-20 1 _ 2'� RISERS (TYP.) 2" 'PEASTONE & NSECT 'PROVIDE co O I I I L. UTS A . `. " FILTER FABRIC INSPECTION. PORT TO GRADE SCREEN_ SHOWN TYP.: COVER TO SEE DETAIL " co �-+- SlA6 EL: 38.0 ` , 9 MIN: COVER S 37.5f BLOCK UP D=BOX, 24"LD. RISER. OVER.:STONE MANHOLE COVER. 24 :DIA. H-20. f GRACOMPONENTS.' MORTAR ALL 'COMPONENTS (TYP:) DE MORTAR ALL 1 / 38.Of — 4 4'0 PRECAST • 4" TH 350 . „THICK 00 CONC.: F I 40 PSI W/WW ° 35.47 " •' 00000000000000°0°0 0 0°0000000 06000000000�0 000°0 0°0 o0d 0�00000°0�0 0°0°00000° 000°0 0 0 35:15 10: TEE 0 °0°000°00000 0 og0000o 00000°0000000°0°0°0 000°0°000°0 0°000°0 0°0 TEE '.: .._.:.- . 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 -0 `�O TEE - •• :-O -O O -0. :0-O 0000000000000. o 0 0 0 0 0. 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o- o 0 0 0 0 0 0 ,,, o00000 0 0 0 0 00 o 0 0 o 0 0 o 0 0 0 0 0 0 0 0 0 0006060000 a . 00020005. 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 34.98 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16' AT',2% 34.81 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0b o 0 0 0 0 0 0 U< a „ GAS BAFFLE Oo6000 000o0QOQ0.1 . -34;5 m fTl 40S.CH40 PVC a o 0 0 0 0 0 0. GAS. BAFFLE 7y AT 2% 0 0 0 0 0 .0 0 0 I 34.50 C m... �. :4.. :" ,4' MIN: LIQ. `LEVEL •. •.. 4 oSCH40 PVC i 33.79 0 INVERT 34:34 2000 •GAL H-20 33:79 34:8 j N 'fl SEPTIC TANK . 34.67 G PIPE LEVEL 1ST 2`" D m ,,.. HOREY OR EQUAL 1 rn c� .Y -, _.• s •. ..:;. .. H-20 .D-BOX ON 12" COMPACTED GRAVEL W W 6" .GRAVEL & MECH. ACME D'B9 H-20 OR 'EQUAL I �� ,� COMPACTION (TYP.) ! 6."MIN. SUMP 3/4"-1-1/2" DOUBLE WASHED STONE FIELD 24' :WIDE' X 31' LONG aTl �� -r� BOTTOM :LEVEL AT EL. 32.79 �r= SEPTIC PROFILE m.-I -.0 c, 0Z >0C:) n_O�� NOT to SCALE b.mZK - m BOTTOM TH1 26.3 y 0 m 3/4"-1-1/2" DOUBLE WASHED 'STONE FIELD ;24' WIDE X 28' LONG NO GROUNDWATER ENCOUNTERED r D "� BOTTOM LEVEL AT EL. 33.79 N to 0 LATERALS 6' CENTER TO CENTER COMPACT BACKFILL SEE PAVEMENT :SECTION MIRAFI 14ON ,FABRIC OVER STONE .�� 12"PEASTONE . TOP EL. VARIES " "0000000 °• 000°o o000000000 0000o00 0000 0000 �, MANHOLE COVER SEE DETAIL °o°c°00000000000000000000°00000000000000a0000°00 000000c —i 4 INV. EL. VARIES. 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 tt 1'2"—15" VARIE o0°0°°0°°0° 0°°0°0°00°°o°o°O°o°°o°00°0°°00°0°°o°o°O°o°°o°°o°°oa00000o°°o°o o°°o°°o°°o°°o 0000000° 00000000000000000000000000000000000000,000oa°o°°o°0°0°0°0°0° MORTAR ALL .COMPONENTS .(TYP.)' 0000000 00000000000°00000°00000000o00°00000000,0000000000000000000 )6"-9" VARIES 000°000 o000000000000000000000000°000000000000 0000co000°0°0000000 °o°o°o o°o°o°o° °000°o°0°o°0°0°0°0°0°000°0°000°o°0°o°000°0°0°0°0° � BOTTOM LEVEL AT 3.3.79 o oo 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0.0 0 0 0 0 0 0 ` • 4" I D. PRECAST CONC. RISER AS RE 10"-t3" TOTAL OF :75" - 1.5" STONE :2 4'0 PRECAST DONUT 1" OVER FIELDo Q 4"oSCH40 PVC AT .005 FT -FT: 4"nTHICK 4000 PSI CONC. W/WWF D f? WITH TITLE 5 ORIFICES DOUBLE `WASHED ONLY 18 .0 OBSERVATION HOLE 'IN ,CTR. ENGINEER TO INSPECT '°°' I'T1 aoo a— LEACHING FIELD CLEAN; COMPACTED COARSE 'SAND (n UNDERNEATH LEACHING FIELD tj CO 12" PERF. HDPE -a " PUMP OUT WELL z ; LEACHING FIELD. SECTION TO SAND AT BOTTOM L.F. Cp -� D NOT TO SCALE F�D INSPECTION PORT. DETAIL C NOT TO SCALE z d 9oyLL o CD x rn ^ D `I ~ co 00 I n fA yp fll 3, 014 c�i, to to I JI NOTES. _ 33 1/4„ 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 24 1/4" APPROXIMATE. PRIOR TO ANY EXCAVATION .ON THIS SITE,: THE EXCAVATING CONTRACTOR .SHALL .MAKE THE ;REQUIRED 72: HOUR .NOTIFICATION TO DIG SAFE` (1.-888-344-7233) AND ANY .OTHER UTILITIES WHICH MAY HAVE. CABLE, PIPE: OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS, 2. ALL CONSTRUCTION, MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS: ������❑o�o❑ PROJECT WORK: SHALL CONFORM TO THE MASSACHUSETTS DEPARTMENT OF PUBLIC o 0 0 0 0 0 WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO 00❑[]DOODOD PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM'' TO 310 CMR` 15.00 TITLE 5 A AND, BARNSTABLE HEALTH REGULATIONS. A o � o�0�0❑0F 3: VERTICAL DATUM IS. ASSUMED`.: FoEl 4., TOPOGRAPHY AND :DETAIL FROM SURVEY BY DOWN CAPE ENGINEERING 2/2006. \ El N Oo0o0l0o0o❑ 5. DESIGN LOADING FOR ALL :PRECAST UNITS: TO BE AASHTO.-H2O UNLESS NOTED. 0 0 0 0 0 0 6. THIS, PLAN IS FOR PROPOSED WORK, ONLY AND IS NOT TO BE. USED FOR ANY D0OoE1o❑o00❑ OTHER PURPOSE. ;LOT LINES MAY BE REFINED DURING PERMITTING PROCESS;, 7. ALL STORM RUNOFF` TO• BE `CONTAINED ON SITE'. PROVIDE VEGETATED :SWALES ;IN BUFFER STRIPS' AS REQUIRED TO ENSURE RUNOFF IS RETAINED. 8. INSTALL EROSION CONTROL NETTING ON ALL SLOPES,. GREATER THAN 10%: 1 1./4" D4 1/2', 9. ALL SEPTIC .PIPING.SCH-40=4" PVC UNLESS NOTED:. FOURTH FLANGE AT BASINS. WITHOUT CURB. INLET_ 10. COMPONENTS NOT TO BE :BACKFILLED OR CONCEALED 'WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM, BOARD OF HEALTH. 11. .PIPE JOINTS. TO B.E MADE.WATERTIGHT, 3/4" 24" 1 Z MUNICIPAL WATER. LOCATION:''TO :BE VERIFIED. 13. MINIMUM PIPE; PITCH" TO BE 1/8." ;PER FOOT. 14. USE NEW PAVEMENT OR. PERVIOUS BRICK PAVERS FOR ALL ;PROPOSED PARKING AREAS' .AS NOTED: (SEE DETAILS), j L 4 1 2 8. 15. NO CHANGES WITHIN STATE HIGHWAY LAYOUT / 16. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. S E C TI ON A— A.. 17. ALL DRAINAGE COMPONENTS .MUST ;BE CAPABLE OF WITHSTANDING H'-20 WHEEL LOADS.. MINIMUM 'FRAME: .WEIGHT 3-FLANGE. 265 LBS: 18. SITE LIGHTING SHALL NOT CAUSE .GLARE FOR MOTORISTS, PEDESTRIANS, OR 4-FLA.NGE 295 'LBS. NEIGHBORING PREMISES, DETAILS: TO BE :PROVIDED BY :OTHERS. MINIMUM GRATE WEIGHT: 215 LBS: 19. 'COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. PASS. AREA: 255 SQ. IN. - _ —20. ALL_ROOF RUNOFF.TO_ BE_PIPED T0-SUBSURFACE LEACHING AS'SHOWN:. ROOF .DRAINS 4'O SCH40 PVC AT 27 MIN. PITCH UNLESS OTHERWISE NOTED,. A - 21.: :OWNERS ENGINEER TO INSPECT SITE; WORK, 24 HR', NOTICE REQUIRED FOR INSPECTIONS. FRAME AND GRATE 22. ANY 'UNSUITABLE MATERIAL ENCOUNTERED SHALL BE. REMOVED 5 BENEATH AND 1 1'- 0'' AROUND THE PROPOSED LEACHING FACILITY: i FEMALE ADAPTER & THREADED PLUG COVER TO GRADE - LeBARON CAST'IRON' LAO910 26" H-20 RATED. VALVE BOX TO GRADE WHERE INDICATED . e s e 2 CU FT EWE CONC. 24 SLEEVE PIPE TO ALLOW .MOVEMENT MANUF. LeBARON, BROCKTON, MA CLEAROUT DETAIL MODEL:. LT 105 WEIGHT: 430 LBS` NOT TO SCALE. TYPICAL ACCESS COVER ��#> SCALE: 3/4" = 1"-p" LABEL :SEWER OR DRAIN iAS APPROPRIATE oho ;DANIELA ti��' ��'vNgFhfgssq OJALA; -' DANILL CIVIL ,ram 40507 ©JA LA N NO.4 #a wg DATE DA.NIEL..A,. 0���1l:L.S.,P.E. : SITE PLAN PERMIT SET — NOT FOR CONSTRUCTION #2101 YARMOUTH ROAD, HYANNIS, NIA off 508-362-4541. PREPARED FOR fax 508-362' 9886 CAPE COD TRAILER STORAGE down cape engineering, inc.. AUGUST 15, 2011 REV.: 9-13-11 SPR COMMENTS CIVIL ENGINEERS Sheet REV.: 11-1-11 DRAINAGE LAND SURVEYORS REV.: 12-16-11 ENTRANCE DETAILS 7 of 8. 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