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0211 AIRPORT ROAD - Health
211 Ai� � �,�n�rportcRoad;("ARP) . . Hyannis .. raw.. t i I 1 f TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: ' _ � Board of Health MAILING ADDRESS: Town of Barnstable TELEPHONE NUMBER: P.O. Box 534 CONTACT PERSON: Hyannis, MA 02601 1 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in.quantities totaIll d at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: Ail TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered when stored ' mg§p Please put a check beside each product that you store: Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink / Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including 9 bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy-Health Department/ Canary Copy-Business �., TOXIC AND HAZARDOUS MATERIALS REGISTRAT F � N5 Piff-C (�ID NAME OF FIRM: BLACKBURN AUTO RECYCLER MAILING ADDRESS: AIRPORT ROAD t{YANNI.S. MA 02605 TELEPHONE NUMBER: _z yyy CONTACT PERSON: Does:ryour:-firm store any-of the toxic or-hazardous. material.s lis-t.ed_bel.ow;, either for sale or for your own use, in quantities totalling, at any time, mox .than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a YES or NO answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered when.stored in quantities totalling more than 50 gallons liquid volume or 25 pounds dry weight. Please put a check beside each product that you store: i Antifreeze (for gasline or coolant systems) Refrigerants Automatic transmission fluid Pesticides (insecticides, Engine and Radiator flushes herbicides,rodenticides) Hydraulic fluid (including brake fluid) Photochemicals Motor oils/waste oils Printing Ink Gasoline, Jet fuel Wood preservatives Diesel fuel, Kerosene, #2 heating oil (creosote) Other petroleum products: grease, lubricants Swimming Pool chlorine Lye or caustic soda Degreasers for engines and metal Jewelry cleaners Degreasers for driveways & garages Leather dyes Battery acid (electrolyte) Fertilizers (if stored Rustproof ers Car wash detergents outdoors) PCB' s Car waxes and polishes Other chlorinated hydro- Asphalt & roofing- tar carbons, (inc.carbon Paints, varnishes, stains, dyes tetrachloride) Paint and lacquer thinners Any other products with Paint & Varnish removers, deglossers "Poison" labels (including Paint brush cleaners chloroform, formaldehyde, Floor & Furniture strippers hydrochloric acid, other Metal polish'es. acids) Laundry soil & stain removers Other products not listed (including bleach) which you feel may be Spot removers & cleaning fluids (dry cleaners ) K E C I `APE ® toxic or hazardous please Other cleaning solvents HEALTH DST. list) Bug and tar removers TOWN OF BARNS 1 ABLE Household cleansers, oven cleaners Drain cleaners Toilet cleaners Cesspool cleaners 1981 Disinfectants MAY 2 Road Salt (Halite) TOWN OF BARNSTABLE BOAR ® OF HEALTH CONTROL OF TO IC AND HAZARDOUS MATERIALS - INSPECTION SHEET FIRM ADDRESS Rd Major types of materials: .1) 2) 3) 4) 5) 6) I. Description of material(s) use: II. Storage (denote product by number listed above) A. Containers metal glass paper plastic cans,bottles,jars drums,barrels aboveground tanks underground tanks bags,boxes . open,loose,uncovered inadequate labelling B. Storage Facility ✓or # Remarks/Recommenc :�.i.ons 1. Indoor a) separate, contained room b) stored in general work area ' 0 prodvc i) inadequate ventilation t ii) floor drains iii) inadequate fire protection 2. Outdoor a) uncovered, exposed to weather b) pervious surface/catch basins III. Disposal re ma `�� �n P A. Reclamation/Recycling unit I ,U 01 B. On-site disposal 1. Town sewer Of Jke If 2. Regular septic system 3. Separate holding tank C. Off-site disposal 1. hauled by own firm - 2. hired hauler a) name of hauler b) address or disposal site Persons) Interviewed — — — — — Inspectoreta— Date - - - 6 30 81 �BLE COMPLIANCE: CLASS: 1. Marine,Gas Stations',Repai.r WN OF B 'RNS TO sat' actory 2• Printers _ H -OA R D OF 1 EA LT H 3. Auto Body Shops ` O unsatisfactory- 4. Manufacturers, COMPANY (see"Orders") S. Retail Stores 6. Fuel Suppliers ADDRESS _ .� 1 , Class: 7. Miscellaneous QU ITIES AND STORAGE (IN=indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums AbOveTanks Undetgrouad Tanks IN IDUTI IIN IOUT ( IN OUT vallons Ave rest? Fuels: Gasoline, Jet Fuel (A) Diesel, Kerosene, N2.- (B) Heavy Oils: waste -motor oil (C) new motor oil (C)\ r transmission/hydraulic Synthetic Organics: degreasers i Miscellaneous: DISPOSAL RECLAMATION REMARKS: '1. Sanitary Sewage -2� aW ter Su y I d-19 A l O Town Sewer On-site PPrivat CD , 3. Indoor Floor Drains: YES N0/ r �o�� v C r,v ��; O Holding tank: MDC _h ( t�l'r n �"� 0LzA S 0' Catch basin/Dry well 0 On-site system 4. Outdoor Surface drainstYES NC- O Holding tank: MDC O Catch basin/Dry well OOn-site system S. Waste Transporter Licensed? Name of Hauler Destination Waste Product NO -- 2. 4 12 Yson n . Inspector Date TOWN OF B II'RNSTABLE ,' COMPLIANCE:. CLASS: 1. Marine,Gas Stations,Repai.r O satisfactory 2. Printers '_�OA R D OF EA LT'H 3. Auto Body Shops O unsatisfactory- 4. Manufacturers COMPANY ;-AG l (see"Orderst S. Retail Stores 6. Fuel Suppliers ADDRESS '04 Class: 7. Miscellaneous QUANTITIES AND STORAGE (IN=indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums AboveTanks Undetground Tanks IN QUT IIN IOUT ( INIOUT gallons AgeTest? Fuels: -Gasoline, Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste -motor oil (C) new motor oil (C) transmission/hydraulic Synthets.c Organics: t degreasers Miscellaneous: DISPOSAL RECLAMATION RE KS: 1. Sanitary Sewage 2. Water ply - - 0 To .Sewerblic ' � - 1 .. On- ite O Private 3. Indoor Floor Drains: YES NO O Holding tank: MDC O Catch basin/Dry well On-site system ORDEB' 4. Outdoor 'Surface drainstYES NO O. Holding tank: MDC O Catch.:basin/Dry well OOn-site system S. Waste Transporter Licensed? Name of Hauler_ .Destina ien .,Waste Product YFS1 NO 1. � 26 12 z3 ei eeww,ed • • ector / ate ~ f Address: 211 AIRPORT ROAD, HYANNIS BLACKTHORN AUTO SALVAGE VARIOUS REPORTS ON RELEASE ABATEMENT MEASURE (RAM) and RESPONSE ACTION OUTCOME (RAO) PLAN APRIL 2008 - NOVEMBER 2008 DOCUMENTS IN STORAGE BOX # 41 Date:Copy TOXIC AND HAZARDOUS MATERIALS ON-S.ITE.INVENTORY NAMEOFBUSINESS: Q' C.v� 's ,r�ta � r�1a►2. BUSINESS LOCATION: MAILING.ADDRESS: '� '� INVENTORY TELEPHONE TOTAL AMOUNT: NUMBER: 5-6 9— -7-75— 2 Ll9 Ll .CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NU ER: FIRE p(SIB TYPE OFBUSINESS: 5zlarA .,.-. .s,�� S OTHER INFORMATION: s- wi// M 5 LDS or) 5ife' m �Gti2�'157�Gd�A [7'2�1�Ce�j Waste Transportation: Name of Hauler: Destination- Waste Product: LicensediYe No LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. . NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Observed (gallons): Antifreeze(for gasoline or coolant systems) Drain cleaners .NEW SED Cesspool cleaners Automatic trasion fluid Disinfectahts Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor oils Pesticides NEW 740SED (insecticides, herbicides, rodenticides) 2—�= Gasoline, Jet Fuel Photochemicals (Fixers) Diesel fuel,.kerosene, #2 heating oil NEW USED Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) °I Battery acid(electrolyte).) L;ela_ Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car wakes and polishes Leather dyes Asphalt &'roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride)- Paint &varnish removers, deglossers Any other products with °poison" labels Paint brush cleaners Floor.&furniture strippers (including chloroform;formaldehyde, Meta! polishes hydrochloric acid, other acids) Laundry soil & stain removers Other products not listed which you feel (including bleach) may be-toxic or.hazardous (please list): Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Q Bug and tar removers y Town of Barnstable-Health De pa t Page 1 1� HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: Blackburn's Auto Salvage Fax: — Corp Name: Mailing Address Location: 211 Airport Rd. Street: 211 Airport Rd. mappar: 312-001-000-000 City: Hyannis Contact: Raymond Blackburn State: Ma Telephone: p$ _-7J75 2-41'LN Zip: 02601 Emergency: Person Interviewed: Business Contact Letter Date: 5/7/2004 Category: Miscellaneous Inventory Site Visit Date: 5/13/2004 Type: Follow Up/Inspection Date: ❑ public water indoor floor drains d❑ outdoor surface drains ❑ license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir ❑ on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date: .,. 2000-Store used vehicles,vehicle parts,and tires.No maintenance compliance: done on site. Parts removed from vehicles on site. No waste incomplete oil. VIOLATIONSs: Drums must be properly laabeled&stored inside. Ground and surface water soiled with oil& gasoline products. Batterys must be brought inside or sheltered from natural elements. Excess drums must be removed. Picking up an average of 4 cars a day(Max.15 Cars) (NO FACILITIES) 4/20/04 Need to follow up with an inventory. k Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals ❑ gty's 111 gals or more Waste Transporter: Fire District: Last HW Shipment Date: Waste Hauler Licensed: No � �s c HazMat On-Site Inventory/Inspection: Records to Review for SQGs and CESQGs Location: Site visit date: S/3—0 y • Hazardous Waste Manifests: Employee training documentation (if required): • Hazardous substance spill control and contingency plan: • MSDS on site? HazMat Inventory records (if applicable): • HazMat Waste Shipping documentation: I • Spill records (if applicable): Hazardous Materials On-Site Inventory/Inspection For ALL Shops and Businesses: i5 cam Location: Ai x�� Date: Physical Features to Inspect: 1. Hazardous waste generation sites (production/manufacturing areas): 2. Waste storage areas: 3. Satellite accumulation points throughout: 4. HazMat stored outdoors — CHECK OUTSIDE: 5. Shipping and receiving areas: 6. Run down of shop activities: 7. Housekeeping practices: i , Date: TOXIC AND HAZARDOUS MATERIALS ON-S.ITE.INVENTORY NAMEOFBUSINESS: Qiae24 k3l.t c. 5 z&Lem .S` t�o►� - BUSINESS LOCATION: t4-m �� % MAILING ADDRESS: INVENTORY TELEPHONE AMOUNT: TELEPHONE NUMBER: 5-6 9- -7-7�- 2 4" CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NU ER: i TYPEOFBUSINESS: 5 cu.4 s Fti�E 0(571?ICT. OTHER INFORMATION: s wi// 6-a , a e-* 40 arc s M 505 00 5if�' m ��i�5f�fg (rZ��JCvh Waste Transportation: Name of Hauler: Tom . Destination- Waste Product: � �,,; Licensed?(Yes No LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. . NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Observed (gallons): Antifreeze(for gasoline or coolant systems) Drain cleaners NEW7 0 USED Cesspool cleaners Automatic trasion fluid Disinfectants Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor oils Pesticides NEW 70 USED (insecticides, herbicides, rodenticides) 2 6-actA Gasoline, Jet Fuel Photochemicals (Fixers) Diese[fuel, kerosene, #2 heating oil NEW USED Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil , _ -NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) °I 4 Battery acid (electrolyte).,bz4 e,4 ea.- Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt& roofing tar Fertilizers Paints, varnishes, stains, dyes . PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride)- Paint & varnish removers, deglossers Any other products with "poison" labels Paint brush cleaners Floor&furniture strippers (including chloroform;formaldehyde, Metal polishes hydrochloric acid, other acids) Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids Misc.: 1�2 wow � ti .ice (dry cleaners) �t -37 Other cleaning solvents O Bug and tar removers Blackburn Auto Salvage, Hyannis. Page 1 of 2 Stanton, David From: Gioiosa, Richard (DEP) [Richard.Gioiosa@state.ma.us] Sent: Wednesday, October 01, 2003 1:39 PM To: Stanton, David Cc: Packard, Richard (DEP); Martin, Gerard (DEP) Subject: RE: Blackburn Auto Salvage, Hyannis. David, sorry I have not be able to get to you sooner. Blackburn should not be doing crushing without containment. Any spillage would an MCP issue if it tripped reportable concentrations or quantities. I have no doubt that there will be residual fluids in the tanks even after drained. I am not sure of how Blackburn drains the fuel or other fluids. However, given the rudimentary manner of the operation at that location, it invites the potential for spills or fire. The DEP does not regulate crushers or the crushing operations. The towns under their own authority issue junk licenses. Conditioning these licenses to limit the number of vehicle that a site or operation can safely handle is one mechanism for control. Other conditions could also be placed such that this type of operation follows best management practices(BMPs)for managing its fluids, batteries, other recyclable and non-recyclable (solid or hazardous wastes) materials. While the Massachusetts's DEP has not developed BMPs for junkyards, BMPs are readily available on line from other states (Florida, NY, etc.), EPA and the Automotive Recyclers Assoc. (ARA) Ecar site. At this point if the town is concerned about the well head protection area and that the junkyard operation is a threat based upon Blackburn's operation, they might think about revoking the junkyard permit and the associated operations on the site until Blackburn can assure the town that he conforms to the BMPs or whatever other public safety requirements are legally enforceable. Blackburn was supposed to have removed all barrels of fuel from the site as well as barrels of waste oil. Additional barrels may have been generated since that time. Toivo Lamminen is the LSP (Lord Associates)who 4 was working on the issues at the site. Storage outside is a violation of HW regulations. The Department has a draft order outstanding to be settled with penalty with Blackburn. We were assured that a property sale was to take place and the site cleaned up. It does not sound like the deal has gone through and that this is happening. Thank you for letting me know about the fire. Without going into more detail here, we can discuss further via telephone conversation. -----Original Message----- From: Stanton, David [mailto:David.Sta nton@town.ba rnsta ble.ma.us] Sent: Friday, September 26, 2003 1:58 PM To: Gioiosa, Richard (DEP) Subject: Blackburn Auto Salvage, Hyannis. Richard, The Town of Barnstable Health Director, Thomas McKean, wanted me to contact you in regards to a continuing case involving Blackburn auto salvage, Airport Road, Hyannis. You issued an order to Mr. Raymond Blackburn, on September 11, 2002, enforcement document No. NON-SE-02-9027-2. I was called to a fire at Blackburns on 9/25/2003 at 10:00 A.M. They were crushing a Volkswagen van, and in the process it caught on fire. The fire department investigated the cause of the fire, and it was determined most like because of residual fuel in the vehicle. My concern is that they are using a portable (tractor trailer)car crusher onsite with no containment below the trailer. The portable car crusher is parked on the open dirt ground. They claim to drain the vehicles before crushing them, but as seen in this instance, there is residual fluids left behind. This auto salvage yard is also in a well head protection area. Are they allowed to crush vehicles onsite? If so, do they need to have some type of containment area below the trailer to contain any liquids from entering the ground? There is a small amount of lubricant that also continuously drips onto the ground, below where they need to lubricate the rams constantly 11/13/2003 r 1 Blackburn Auto Salvage, Hyannis. Page 2 of 2 when in use. There are still several 55 gallon drums onsite being stored outdoors without secondary containment. There are also a lot of car batteries being stored outdoors without protection from the elements or containment. Thank you, David W. Stanton, IRS Health Inspector Town of Barnstable (508) 862-4647 4 11/13/2003 _ y Health Complaints 07-Oct-03 Time: 10:00:00 AM Date: 9/25/2003 Complaint Number: 17101 Referred To: DAVID STANTON Taken By: Tom Geiler Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: Business Name: Blackburns Auto Number: 211 Street: Airport Road Village: HYANNIS Assessors Map_Parcel: Complainant's Name: Address: Telephone Number: Complaint Description: There is.a fire at Blackburns Auto Salvage Actions Taken/Results: DS WENT TO SAID LOCATION AND MET WITH THE FIRE DEPARTMENT(ERIC H. & CAPTAIN CABRAL) THEY WERE CRUSHING A VOLKSWAGEN VAN IN A PORTABLE CAR CRUSHER. THERE WERE NO PLATES ON THE TRAILER OR TRACTOR, BUT THE TRACTOR HAD THE NAME"BRIDGEWATER RECYCLING INC." AFTER EXAMINATION BY THE FIRE DEPARTMENT, IT WAS DETERMINED TO BE MOST LIKELY CAUSED BY RESIDUAL FUEL. THEY DRAIN THE VEHICLES PRIOR TO CRUSHING. THE CAR CRUSHER WAS ONLY ON OPEN DIRT GROUND. SEVERAL E-MAILS ON FILE TO TM AND DEP. 10/6/03 DS MET WITH TOIVO (LSP FOR SITE)AND REVIEWED THE CAR CRUSHING. RAY WANTS TO CRUSH ONE MORE DAY (10/07/2003) HE IS GOING TO CRUSH APPROXIMATELY 15-20 CARS ON 10/07/2003. RAY HAS ALREADY DRAINED THE VEHICLES, AND THE FLUIDS REMOVED BY FRANK COP OF NEW BEDFORD. RAY HAS AN EPA# NOW 1 Health Complaints 07-Oct-03 ACCORDING TO TOIVO. THE CAR CRUSHER WILL BE GONE AFTER 10/08/03. THEY HAVE INSTALLED SECONDARY CONTAINMENTS. THE TRAILER DRAINS INTO F 5 GALLON BUCKETS, WITH AN OVERSIZED CONTAINER AROUND EACH 5 GALLON BUCKET, AND`PLAST BELOW THAT. TOIVO IS GOING OUT TOMORROW TO CHECK AFTER THE CRUSHING TO MAKE SURE FLUIDS ARE DISPOSED OF PROPERLY, AND CLEAN UP SHOULD ANY LEAKS MAKE IT ON THE GROUND. Investigation Date: 9/25/2003 Investigation Time: 10:15:00 AM i 2 Health Complaints 29-Sep-03 Time: 10:00:00 AM Date: 9/25/2003 Complaint Number: 17101 Referred To: DAVID STANTON Taken By: Tom Geiler Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: Business Name: Blackburns Auto Number: 211 Street: Airport Road Village: HYANNIS Assessors Map_Parcel: Complainant's Name: Address: Telephone)Number: Complaint Description: There is a fire at Blackburns Auto Salvage Actions Taken/Results: DS WENT TO SAID LOCATION AND MET WITH THE FIRE DEPARTMENT(ERIC H. & CAPTAIN CABRAL) THEY WERE CRUSHING A VOLKSWAGEN VAN IN A PORTABLE CAR CRUSHER. THERE WERE NO PLATES ON THE TRAILER OR TRACTOR, BUT THE TRACTOR HAD THE NAME"BRIDGEWATER RECYCLING INC." AFTER EXAMINATION BY THE FIRE DEPARTMENT, IT WAS DETERMINED TO BE MOST LIKELY CAUSED BY RESIDUAL FUEL. THEY DRAIN THE I VEHICLES PRIOR TO CRUSHING. THE CAR CRUSHER WAS ONLY ON OPEN DIRT GROUND. SEVERAL E-MAILS ON FILE TO TM AND DEP. Investigation Date: 9/25/2003 Investigation Time: 10:15:00 AM r .N r' 12L _ , Stanton, David From: Stanton, David Sent: Friday, September 26, 2003 1:58 PM To: 'Richard.Gioiosa@state.ma.us' Subject: Blackburn Auto Salvage, Hyannis. Richard, k The Town of Barnstable Health Director, Thomas McKean, wanted me to contact you in regards to a continuing case involving Blackburn auto salvage, Airport Road, Hyannis. You issued an order to Mr. Raymond Blackburn, on September 11, 2002, enforcement document No. NON-SE-02-9027-2. I was called to a fire at Blackburns on 9/25/2003 at 10:00 A.M. They were crushing a Volkswagen van, and in the process it caught on fire. The fire department investigated the cause of the fire, and it was determined most like because of residual fuel in the vehicle. My concern is that they are using a portable (tractor trailer) car crusher onsite with no containment below the trailer. The portable car crusher is parked on the open dirt ground. They claim to drain the vehicles before crushing them, but as seen in this instance, there is residual fluids left behind. This auto salvage yard is also in a well head protection area. Are they allowed to crush vehicles onsite? If so, do they need to have some type of containment area below the trailer to contain any liquids from entering the ground? There is a small amount of lubricant that also continuously drips onto the ground, below where they need to lubricate the rams constantly when in use. There are still several 55 gallon drums onsite being stored outdoors without secondary containment. There are also a lot of car batteries being stored outdoors without protection from the elements or containment. Thank you, David W. Stanton, IRS Health Inspector Town of Barnstable (508) 862-4647 1 Stanton, David From: Stanton, David Sent: Friday, September 26, 2003 9:33 AM To: McKean, Thomas Subject: Blackburn auto salvage Tom, Yesterday morning (9/25/2003 @ 10:15 AM) I visited Blackburn's because they had a fire. They were crushing a Volkswagen van that caught on fire. It was determined by the fire department that the most likely cause of the fire was residual fuel in the vehicle. They were utilizing a portable car crusher(tractor trailer)to crush vehicles onsite. There is no containment underneath the car crusher trailer, the trailer sits on the open dirt ground, without any kind of containment below it. They claim they drain all the fluids before crushing the vehicles, but obviously there is almost always going to be some degree of liquids left behind (i.e. gasoline, oil, transmission fluid, antifreeze...) Also, the rams on the car crusher need to be heavily lubricated, and this also leads to grease dripping onto the ground, thus contaminating the soil. Does Blackburn have a permit with the Town to crush vehicles onsite? If yes, are there any conditions set on the permit to crush vehicles (i.e. how is the ground protected from contamination from the crushing of vehicles?) If they don't have a permit to crush vehicles, what are the steps we need to do to have this stopped, or brought into compliance if it is even possible? Thanks, David Stanton I 1 Stanton, David From: Stanton, David Sent: Thursday, September 25, 2003 1:22 PM To: McKean, Thomas Subject: blackburns Tom, Does/can Blackburns do auto crushing? Do they have or need a permit with us to crush cars there? I 1 TOWN OF BARNSTABLE BAR-WO Ordinance or Regulation WARNING NOTICE Name of Offender/Manager Address of Offender MV/MB Reg.# Village/State/Zip j I/ Business Name I b,1'. C _ ,4 am/pm, n ! e1b3r 20 -' T Business Address 0 r .. ."..Signature of Enforcing Officer Village/State/Zip 'Location of Offense Enfbrcinq Dept/D..ivi s ion Offense I-,) 7ff -!r z.Fact's" r 4,1,# This will serve only as a warning. At this time no legal action has been taken. is the goal of Town agencies to achieve voluntary compliance of Town 6"'r'd-ihances, Rules and Regulations. Education efforts and warning notices are attempts--to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE IOFFEI[DER. CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. _. ' ..! - .. ! •. i ! F . ...- r- r l', .-. r.. }-..! -`.!r - !•n -1.tir�.....Tl+l✓1 . t1 al TOWN OF BARNSTABLE BAR-W 5266 Ordinance or Regulation WARNING NOTICE Name of Offender/Manager 13/ucA It"'N r' • Address of Offender 30 CJ MV/MB Reg.# Village/State/Zip Al Ah,-/f AJA 02/a Business Name (( ��I K v� , CA ,,,.,� p /b'/ /pm, on 12 20P3 . Business Address 1/ A;f, 0 ,r u. j A.- AAA � ' Signatu� re of Enforcing Officer Village/State/Zip Location of Offense L , burm AVL A 1IJA,4r_ J".Its hJ11A Enf/orcin Dept/Division Offense "A UQ �,c IPS I Jl J A, P(I'll dIKIfay 41.:,n1111T fir1 w Facts I/S in(i 1/0 ��C �O� I�MI . / /�i This *ill 'serve only`as a warning. At this t/ime no legal' action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. TOWN OF BARNSTABLE BAR-W Ordinance or Regulation WARNING NOTICE Name of Offender/Manager , Address of Offender MV/MB Reg.# Village/State/zip 0' Business Name--- ) -,�-amIlpm, on /j,-' 2 Business Address J/ Signature of Enforcing Officer Village/State/zip Y Location of Offense Enfbrcing!Dept/Division Offense V �7 Facts / rhis will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town� -Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD.IREG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. TO: Enforcing Officer/Inspector—David Stanton FR: Lois Lomba, Administrative Assistant to the Director DT: October 2, 2003 RE: Notice of Violation of Town Ordinance or Regulation and TOB Ordinance or Regulation Warning Notice To complete the processing of your ordinance, regulation, or warning, it is being returned to you for the following reason: Offense: Write a brief explanation of the offense. Example: BOH Nuisance Control Regulation#1 —filth in back yard. i Offense: Please submit Chapter, Article, and Section or Regulation of offense. F-1 Date: Please fill in the date of the offense. ❑ Time: Please fill in the time of the offense. ❑ Location: Please fill in the location of violation. F-1 Signature: Unable to read signature of enforcing person. Fx-1 Verbiaize: Please submit verbiage of offense. Thank you. q/caforms/ordrepiol.doc Revised 9/10/03 i COMMONWEALTH OF MASSACHUSETTS CRSSEp O EXECUTIVE OFFICE OF ENVIRONMENTAL AFF2DEPARTMENT OF ENVIRONMENTAL PROTESOUTHEAST REGIONAL OFFICE UV 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 j JANE M. SWIFT BOB DURAND Governor Secretary LAUREN A. LISS Commissioner September 11,2002 Mr.Raymond Blackburn RE: BARNSTABLE—BWP Blackburn Auto Salvage - Noncompliance with M.G.L. Airport Road 310 CMR 30.00 Hyannis,Massachusetts 02601 Hazardous Waste FMF ID#366230 Enforcement Document No. i 0 NON-SE-02-9027-2 3 RE:NOTICE OF NONCOMPLIANCE THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION IN RESPONSE TO THE NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES. Dear Mr.Blackburn: Department personnel have observed that on June 21, 2002, activity occurred at your facility located on Airport Road, Hyannis, Massachusetts, in noncompliance with one or more laws, regulations, orders, licenses, permits, or approvals enforced by the Department. Specifically, Department personnel observed activities in noncompliance with applicable Hazardous Waste regulations. Attached is a written description of (1) each activity referred to above, (2) the requirements violated, (3) the action the Department now wants you to take, and (4)the deadline for taking such action. An administrative penalty may be assessed for every day from now on that you are in noncompliance with the requirements described in this Notice of Noncompliance. Notwithstanding this Notice of Noncompliance, the Department reserves the right to exercise the full extent of its legal authority in order to obtain full compliance with all applicable requirements, including, but not limited to,criminal prosecution,civil action including court-imposed civil penalties,or administrative penalties assessed by the Department. This information is available in alternate format.Call Aprel McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207. DEP on the World Wide Web: http:/twww.mass.gov/dep La Printed on Recycled Paper r 2 If you have any questions regarding this matter, please contact Joseph J. Leary of this office at(508) 946-2831. Very ly yo DATE: 4`�� ��-y Richard Gioiosa 1 Program Manager Regional Enforcement Office G/JJL/re Enclosures CERTIFIED MAIL NO. 7001 0320 0001 4832 1639 RETURN RECEIPT REQUESTED cc: Board of Health 200 Main St. Hyannis,MA 02601 DEP-SERO ATTN: Regional Enforcement Office DEP-SERO ATTN: C.Natho R.Gioiosa,Regional Enforcement T.Mason,OGC Legal NOTICE OF NONCOMPLIANCE NONCOMPLIANCE SUMMARY NON-SE-02-9027-2 NAME,OF ENTITY IN NONCOMPLIANCE: Blackburn Auto Salvage LOCATION W14F.RE NONCOMPT DANCE.OCCT TRRE.D OR WAS OBSERVED: Airport Road,Hyannis,Massachusetts DATE. W14 NNONCOMPLIANCE.OCCTTRE.D OR WAS OBSERVED: June 21,2002 DESCRIPTION OF NONCOMPLIANCE.,RFOITTRE.ME.NTS NOT COMPTIED WITH, ACTION TO RF. TAKEN AND THF,DRADLINE FOR TAKTN6 ST TCH ACTION: Department personnel from the Bureau of Waste Prevention conducted a Multi Media inspection of Blackburn's Auto Salvage on Airport Road,Hyannis,Massachusetts on the above date. The following violations were observed relative to hazardous waste: 1. The inspection revealed that your company is operating as an unregistered Small Quantity Generator (SQG) of hazardous waste and a Small Quantity Generator (SQG) of waste oil in violation of 310 CMR 30.061. Therefore, within five (5) days of receipt of this Notice, Blackburn Auto Salvage shall submit to the Department a completed Application(enclosed)for a EPA Identification number. Furthermore, Blackburn Auto. Salvage shall not generate any more waste until Blackburn Auto Salvage has applied for a EPA ID Number. 2. Blackburn Auto Salvage, has accumulated a total of seventy-nine (79) 55-gallon drums of hazardous waste (waste gasoline) and/or (waste oil) in several outside hazardous waste accumulation areas for greater than one hundred and eighty days.'Blackburn Auto Salvage is acting as an illegal storage facility and is in violation of 310 CMR 801/2IC, Section 5 and 310 CMR 30.351 (6). Therefore, within twenty-one (21) days of receipt of this Notice, Blackburn Auto Salvage shall manifest all hazardous waste and waste oil off-site via a licensed hazardous waste transporter. Copies of manifests used to ship waste off-site shall be submitted to this office within seven (7) days of the date of the shipment. The Department requires a written response within fifteen (15) days of receipt of this Notice, addressing each of the items above and indicating the actions taken or to be taken in order to achieve and maintain compliance with the Regulations. i r 2 Should you have any questions relative to Hazardous Waste at your company, please contact Joseph Leary of this office(508)946-2831. DATE: BY: Richard Gioiosa Program Manager Regional Enforcement Office r � r Town of Barnstable Regulatory Services 9BMWSTAABI. * Thomas F. Geiler, Director s639• ♦0 A,Eo3�a Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 March 14, 2002 RE: Blackburn's Auto Salvage To Whom it May Concern: i On March 6, 2002, David Stanton and Lee McConnell inspected Blackburn's Auto Salvage at 211 Airport Rd., Hyannis. We observed many violations including excessive drums and batteries scattered about the yard with limited or no protection from outdoor elements. Thousands of old tires piled high throughout the yard. Puddles of water observed around the yard had sheens of oil on the surface. Many of the batteries and drums were sitting in these small bodies of water. Soil was observed contaminated with oil or gasoline products from leaking drums. Enclosed are many photos of the salvage yard. Before and after the inspection Ray Blackburn was very cooperative and helpful. He stated that the week before he had removed hundreds of old cars from the salvage.yard although, he had no paperwork to prove this. He also hired Atlantic Environmental Technologies (AET) back in March 2000 after receiving a Non-Compliance letter from the Department of Environmental Protection(DEP). DEP classified his site (RTN# 4- 1081) as a Tier 1C, which requires paying a permitting fee of$3500.00 before the next step can be taken. Mr. Blackburn has been making installation payments to DEP for the past year; he still owes about$1800.00. On March 8, 2002 Lee McConnell, did a follow-up inspection at Blackburn's Auto Salvage with Mr. Blackburn and Toivo A. Laminen,the Licensed Site Professional (LSP), employed with AET. Mr. Blackburn voluntarily closed the salvage yard for two days to clean and organize his property. He managed to stock all the loose batteries on pallets, storing them on an old truck bed and fully covered them with tarps, which he securely tied down. All the old drums had been moved out of the puddles of water, some i placed on sheets of plywood, and covered securely with tarps. c� It is in my opinion Mr. Blackburn is willing to work with the Town of Barnstable to clean up his property. He has done everything the state and town has asked of him in a timely manner. Mr. Blackburn has many questions and concerns regarding the future of his property: first, what alternatives the town presents for abandoned and unregistered cars in the Town of Barnstable, and second, will the town help institute a car removal fee, so he is not pay solely to properly dispose of the old vehicles? Thank you- . Lee McConnell Barnstable Health Inspector 1 L1 TL Yll �J Ql� i .T 0 TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH O satisfactory 2.3ers .AutotBody Shops n unsatisfactory- 4.Manufacturers COMPANY L�!5\�`�r�1� S (see"Orders") 5.Retail Stores + �-^ 6.Fuel Suppliers ADDRESS 0l I A a5b� ni ass; �� ` � flC-5 6 7.Miscellaneous Gs�rliS�NW QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: +).5-. v J�tif� Ly , 1- 1-4 OIL),(C dnk�) DISPOSALIRECLAMATION Ip �c',,�01 1.Sanitary Sewage 2.Water Supp�lMx, O Town Sewer,00. OPublic O On-site OPrivate 3. Indoor Floor Drains YES NO O Holding tank:MDC O Catch basin/Dry well olDtzo O On-site system 4. 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'wci i I t COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION W 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 W I 01 SJev ARGEO PAUL CELLUCCI �� / CL4BOB DURAND Governor- G 7 !/ Secretary JANE SWIFT ��-- �"[ � LAUREN A.LISS Lieutenant Governor Commissioner F ly March 9, 2000 Ray Blackburn Auto Salvage RE: BARNSTABLE—BWSC Airport Road RTN: 4-0001081 Hyannis, Massachusetts 02601 Ray Blackburn Auto Salvage Airport Rd. NON-SE-3T-007 NOTICE OF NONCOMPLIANCE THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION N RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONEQUENCES. To Whom It May Concern. The Massachusetts Department of.Environmental Protection, Bureau of Waste Site Cleanup (the "Department") is tasked with ensuring the permanent cleanup of oil and hazardous material releases pursuant to Massachusetts General Law Chapter 21E ("Chapter 21E"). The law is implemented through regulations known as the Massachusetts Contingency Plan, 310 CMR 40.0000 et seq:(the"MCP"). Through the MCP, the Department is currently regulating a release that has occurred at Airport Rd., Barnstable, Massachusetts. The Department's records indicate that you (as used in this Notice, "you"collectively refers to Ray Blackburn Auto Salvage)are a Potentially Responsible Party("PRP") for this release. This Notice is provided to inform you that you are not in compliance with the MCP. The Department has.no record of your completing the response actions required by the MCP to address this release or location. Attachment A of this Notice is a Noncompliance Summary sheet that outlines the provisions of the MCP that you have not complied with. Contained within the Noncompliance Summary are the necessary actions you must complete to return to compliance. Additionally,there is a prescribed deadline for your completion of the action(s). { ' An administrative penalty of for each violation may be assessed for every day that you are in noncompliance with the.requirements indicated in this Notice. - Notwithstanding this Notice of Noncompliance ("NON"), the Department reserves the right to exercise the full extent of its legal authority in order to obtain full compliance with all applicable This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http:/twww.state.ma.us/dbp �"� Printed on Recycled Paper • n 2 requirements, including, but not limited to, criminal prosecution, civil action including court-imposed civil penalties, or administrative penalties assessed by the Department. Finally, Attachment 2 of this Notice is a fact sheet containing supplemental information regarding this Notice of Noncompliance. Questions regarding this matter, or if you would like to discuss compliance with.this Notice, please contact John Handrahan, at the letterhead address or by telephone at 508-946-2883. All .future communications regarding this matter must reference Release Tracking Number4-0001081. Very truly yours, La athan E.Hobill,Regional Engineer ureau of Waste Site Cleanup H/JH/re Attachments: Attachment 1:Noncompliance Summary Sheet Attachment 2: Supplemental Information Regarding This Notice of Noncompliance Certified Mail #Z 240 866 678 Return Receipt Requested cc: Board of Health P.O. Box 34 Town Hall Hyannis, MA 02601 Board of Selectmen P.O. Box 34 Town Hall Hyannis, MA 02601 DEP-SERO Attn: Regional Enforcement Office (2 Copies) Attn: Data Entry 1 l t ATTACHMENT 1 A, V NOTICE OF NONCOMPLIANCE NONCOMPLIANCE SUMMARY ENTITY/POTENTIALLY RESPONSIBLE PARTY IN NONCOMPLIANCE: Ray Blackburn Auto Salvage Airport Road Hyannis,Massachusetts .02601 LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: Release Tracking Number 4-0001081 Ray Blackburn Auto Salvage Airport Rd.,Barnstable DATE(S)WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: November 21, 1994 DESCRIPTION OF ACTIVITY OR CONDITION RESULTING IN NONCOMPLIANCE: 1. The site referenced above was listed as a Location to be Investigated (LTBI), Unclassified Disposal Site or Nonpriority Disposal Site on the Transition List of Confirmed Disposal Sites and Locations to be Investigated originally published by the.Department on August 2, 1993. Under the MCP, either a Response Action Outcome(RAO) Statement or Tier Classification Submittal was due to the Department no later than November 21, 1994. You are in noncompliance with the MCP because you did not make the required submittal. DESCRIPTION OF REQUIREMENT NOT COMPLIED WITH 1. Pursuant to 310 CMR 40.0610(3), 40.0620(3) and 40.0636(3), the,Responsible Party (PR), Potentially Responsible Party (PRP) or Other Person for a Location To Be Investigated (LTBI), Unclassified Disposal Site,or a Nonpriority Disposal Site without a Waiver on the 1993 Transition List shall submit to the Department an LSP-Opinion, Response Action Outcome, or Tier Classification by the applicable deadline prescribed therein. DESCRIPTION AND DEADLINES OF ACTIONS TO BE TAKEN To avoid imposition of a Civil Administrative Penalty for this violation of the MCP,you must complete the following action within thirty(30)days of your receipt of this NON: 1. Submit to the Department either an RAO or Tier Classification Report. All items must be prepared in full accordance with the MCP. Notwithstanding this NON,the Department reserves the right to exercise the full extent of its legal authority to obtain full compliance with all applicable requirements, including but not limited to, criminal prosecution, civil action including court-imposed civil penalties,and Civil Administrative Penalties issued by DER L 1 ATTACHMENT 2: SUPPLEMENTAL INFORMATION REGARDING THIS NOTICE OF NONCOMPLIANCE This attachment further explains why this Notice of Noncompliance(NON) has been issued to you. Why was I issued this NON? DEP's records indicate that you did not submit one or more of the documents listed in the attached NON on time. This NON was issued to inform you of this fact and offer you an opportunity to come back into compliance by submitting the missing information to DEP by the deadlines specified in the NON. You are listed in DEP's records as the person who is responsible for cleaning up of the release cited in the attached NON. For example, at the time you or another party notified DEP that the release occurred, you either informed DEP that you accepted responsibility for the cleanup or you were sent a "Notice of Responsibility"(NOR)by DEP informing you that we found that you were responsible for the release. In either case, DEP has reason to believe that you are an owner, operator, generator, transporter, disposer, or person who otherwise caused the release or threat of release of oil and/or hazardous materials cited in the attached NON. This means that, under Section 5 of M.G.L. Chapter 21 E, you are a Potentially Responsible Party (PRP) and liable for response action costs associated with the release. As a PRP, you are required to conduct and complete certain response actions outlined in the MCP to clean up the `release of oil and/or hazardous materials expeditiously. What happens if I fail to comply with or respond to the NON? You have 30 days from the .date you receive the NON to comply. If you fail to comply, you will be assessed a penalty by DEP. Your total penalty exposure can be considerable. For example, penalties can be assessed for each day you remain in noncompliance. Note that the Department is allowed by law to back calculate daily penalties to begin on the date you received the NON. You can be penalized several thousand dollars should you fail to comply with or respond to the NON by the 30 day deadline. Please refer to the Civil Administrative Penalty Statute, Chapter 21A, Section 16 and 310 CMR 5.00, the Civil Administrative Penalty Regulations, for complete details on the Administrative Penalty rules. When.the cleanup-contractor finished the work in the field, I thought my dealings with DEP were finished.What more do I have to do? This is a common question asked when a NON is received. PRPs often think their dealings with DEP are over when, for example, the field work is completed by a cleanup contractor. Examples of this type of field work include cleaning up a spill from a saddle tank leak on a roadway, or removing contaminated soil from a tank grave during a tank replacement or oil-contaminated debris from a storage tank after a fire. The field work may be complete, but you still must submit some paperwork to DEP to prove that the cleanup was undertaken in compliance with the MCP. The MCP includes deadlines by which you must complete response actions and submit.information about those response actions to DEP. We track .the progress of cleanups by checking to see if you are sending information about your cleanup progress to DEP on time. For example, if we do not receive a Response Action Outcome Statement(RAO) before the 1-year anniversary date of the release, we must assume that the environmental cleanup has not been completed. For work to continue after the 1-year anniversary date of the release, the MCP requires that you submit a Tier I or Tier II Classification to DEP. If DEP does not receive either an RAO or Tier Classification by the 1-year anniversary date, we must assume that you are not implementing any cleanup .at all. Without your cooperation in obtaining the cleanup information, DEP does not know whether serious environmental problems are being addressed. If work is not being performed, DEP must take action to ensure it happens. On the other hand, you may have finished the cleanup but neglected to forward the cleanup documentation required by the MCP. _i What do I have to do to comply with the NON? First, all response actions not directly managed by DEP staff must be overseen and directed by a "Licensed Site Professional" or LSP. LSPs are licensed by the Commonwealth, and their stamp and signature are required (together with yours) on all but one form you must submit to DEP. If you don't already have the forms and information required for you to comply with this NON, contact the consultant and/or cleanup contractor who worked on your cleanup. If you have not undertaken any cleanup work, contact a Licensed Site Professional (LSP) immediately. A list of LSPs may be obtained by calling (617) 556-1091 or viewing the list on the Internet at http://www.state.ma.us/lsp. The documents you must submit to the Department require LSP stamp,and signature. For example, when a cleanup is completely finished, the MCP requires that you submit a document called a "Response Action Outcome" (RAO) to DEP in which you attest that you have completed the cleanup in accordance with the MCP. If you do not submit an .RAO to DEP, the case remains open in DEP's files even if the fieldwork is completely finished. If you received this NON and you think the fieldwork is completely finished, call your cleanup contractor and LSP to find out how to have an RAO prepared and submitted to DEP. If more environmental studies or cleanup are needed (for example, following the initial cleanup of a highway spill or soil contamination found during a tank replacement), you must submit forms describing your plans to continue the work in a timely manner. Again, these forms must contain an.LSP's stamp and signature, and be co-signed by you. Depending on the circumstances, the possible submittals are an Immediate Response Action (IRA) Plan, IRA Status Report, IRA Completion Statement, and/or a Tier Classification Submittal and Tier I Permit Application. You should also be aware that DEP does not become involved in or help mediate billing disputes with insurance companies, cleanup contractors, or LSPs. A common response to a NON is that an insurance company is slow on paying cleanup bills or will not cover various cleanup costs. We also hear that cleanup firms and LSPs will not send in RAOs and other forms because their clients have not paid their bills. These matters must be resolved privately by you. You ultimately must comply with the attached NON or be subject to significant penalties from DEP. � iltiantwic� ' ENVIRONMENTAL TECHNOLOGIES, INC. 1 1 1 1 1 � Engineers & Environmental Scientists I 4)Atlanfic ENVIRONMENTAL TECHNOLOGIES,INC. ENGINEERS&ENVIRONMENTAL SCIENTISTS PHASE II SCOPE OF WORK Blackburn Auto Salvage 211 Airport Road Hyannis, MA 02601 DEP RTN # 4-1081 I , Prepared for: Massachusetts Department of Environmental Protection ' Southeast Regional Office 20 Riverside Drive Lakeville,MA 02347 Prepared By: Atlantic Environmental Technologies,Inc. Whaling National Park 13 Hamilton Street New Bedford, Massachusetts 02740 April 26, 2001 AET Job No. 5770.01 PO.Bax,1051, Whaling National Park ' Sandwich,MA 02563 13 Hamilton Street (508)888-9282 New Bedford MA 02740 FAX 888-5859 (508)992-6300•FAX 992-5533 ' email:adeinc@capecom www.aflanticcomponles.com email:aetinc@rcn.com 1 Phase 11 Scope of Work-RTN 4-1081 Blackburn Auto Salvage Ntltlant■�c® 211 Airport Road, Hyannis,MA April 26, 2001-Page i ' PHASE II SCOPE OF WORK Blackburn Auto Salvage 211 Airport Road Hyannis, MA 02601 DEP RTN# 4-1081 TABLE OF CONTENTS 1.0 INTRODUCTION........ ........ ......... ................................ ......... ............................................I 1.1 STATEMENT OF COMPLIANCE................................................................................................................ I 2.0 SITE DESCRIPTION........................................................................................................................I 2.1 GEOLOGY/HYDROGEOLOGY..................................................................................................................2 ' 3.0 NATURE AND EXTENT OF CONTAMINATION.........................................................................3 3.1 SOIL QUALITY......................................................................................................................................3 3.2 GROUNDWATER QUALITY............................................................................................................ 4.0 PHASE 11 SCOPE OF WORK..........................................................................................................4 4.1 DECONTAMINATION PROCEDURES.........................................................................................................4 4.2 SOIL INVESTIGATION.................................................................................................................:............5 4.2.1 Laboratory Methodology..............................................................................................................6 ' 4.3 GROUNDWATER INVESTIGATION ...........................................................................................................6 4:3.1 Monitoring Well Installation..........:............................................................................................. 7 4.3.2 Monitoring Well Development and Sampling................................................................................ 7 4.3.3 Laboratory Methodolo ........................................................................................ 7 4.3.4 Groundwater Gauging Methods..............................................:......................................................8 4.4 HEALTH AND SAFETY PLAN..................................................................................................................8 ' 4.5 PREPARATION OF A PHASE 11 COMPREHENSIVE SITE ASSESSMENT..........................................................8 5.0 PROPOSED SCHEDULE..................................................................................................................8 6.0 PERMITS............................................................................................................................................9 i .1 i 1 Phase H Scope of Work-RTN 4-1081 MAtianticBlackburn Auto Salvage 211 Airport Road, Hyannis, MA April 26, 2001 -Page ii Figyres Figure 1 Site Locus Map Figure 2 Site Map Figure 3 Site Plan Figure 4 Locations of Proposed Monitoring Wells and Test Pits Appendic Appendix A: Health and Safety Y Plan Appendix B: Comprehensive Response Action Transmittal Form(BWSC-108) Phase H Scope of Work-RTN 4-1081 ADAtlanticBlackburn Auto Salvage 2!1 Airport Road, Hyannis, MA April 26, 2001—Page/ 1.0 Introduction This Massachusetts Contingency Plan (MCP) Phase II Scope of Work is submitted on behalf i� of Blackburn Auto Salvage (Subject Property) located at 211 Airport Road in Hyannis, Massachusetts (Figure 1). Atlantic Environmental Technologies, Inc. (AET) has been retained by Mr. Ray Blackburn, owner of the Subject Property, to. provide LSP and engineering services. Mr. Toivo A. Lamminen, Jr., is the LSP of Record (License Number #6846.) All sub-surface work will be conducted under the Comprehensive Site Assessment Program. . 1.1 Statement of Compliance This Phase II Scope of Work is required under 310 CMR 40.0832, based upon the Tier IC . classification of the site on July 26, 2000. The Phase II Scope of Work is submitted in conformance with 310 CMR 40.0834. 2.0 Site Description The site is an auto salvage yard located at 211 Airport Road along the southern bound ' of the Barnstable Municipal Airport in Hyannis, Massachusetts (Figure 2). The property is 6.06 acres in size and trapezoidal in shape, narrow on the northwestern end and widening toward the southeastern end. Currently the site is occupied by the salvage yard that extends over approximately 80 percent of the site. Scattered vegetation and trees occupy the southerly portion of the site (Figure 3). Figure 3 depicts the primary features of the site. This site description depicts the site as observed in July 2000. The access gate is located at the northwestern end of the property at the end of Airport Road. w small buildings are located inside the gate; a 100 square foot wooden office building and Two g g q g a 200 square foot metal roofed Quonset hut. Two 200-250-gallon propane tanks are located north of the buildings. Beside the Quonset but is a 40-foot long flatbed trailer stacked with five to six layers of automobile batteries. Beside the trailer is a 4 foot by 4 foot pallet that is also stacked with five to six layers of batteries. Numerous batteries are also stacked in various vehicles and on the ground throughout the site. Junk vehicles line all sides of the property and cover the interior except for an access road down the middle of the property. Nine unlabeled 55-gallon drums containing unidentified fluids and two 30-gallon drums also containing unidentified fluids are located approximately . 150 feet from the gate along the runway side of the facility. Additional unlabeled 55-gallon ' drums were located at the eastern end of the facility near a large tire pile and east of the portable car crusher. A pile of crushed gasoline tanks was located to the northeast of the car crusher during the site inspection and were leaking out some residuals from the gas tanks. ' Phase 11 Scope of Work-RTN 4-1081 ■ ® Blackburn Auto Salvage Atlantic 211 Airport Road, Hyannis,MA April 26, 2001 —Page 2 Other OHM found on the site include antifreeze containers with fluid and'a 57gallon bucket of hydraulic oil. 2.1_ Geology/Hydrogeology The site is located on a relatively flat plain of approximately 50-feet elevation on the ' southwestern side of the Barnstable Municipal Airport.. The surrounding regional topography slopes gradually from north to south, with Hyannis Harbor located approximately one mile to the south.` Waquaquet Lake and its associated ponds are located approximately one mile to the west, and the Village of Hyannis is located immediately southeast. Soils in the area are part of the Barnstable Outwash Plain deposits, a surficial layer of sand ' and gravel that formed during the last glacial period at the terminal position of the New England ice sheet. The outwash deposits overlie a much thicker layer of glacial till and glaciomarine clay that formed at the extreme terminus of the New England ice sheet.. According to previous investigations at the adjacent Barnstable Municipal Airport (Horsley & Witten, 19.95 and 1997; IEP, 1990; Fugro east, 1993 and 1996) local soils in the area consist of fine to coarse sand mixed with variable quantities of gravel and pebbles. This sand extends ito a depth of approximately 65 feet below surface grade (BSG) where it is in contact with a gray silt and clay unit. The clay appears to underlie the entire airport and surrounding area. tThe local bedrock is composed of an igneous to metamorphic grade of rocks of probable Proterozoic age (Guzwa et. al, 1997). The rocks do not outcrop anywhere in the area, and very little other information is available concerning their precise composition. According to iHorsley and Witten (1997), bedrock lies approximately 300 feet BSG in the area surrounding the Barnstable Municipal Airport. ' Soil borings advanced at the subject property by SEA Consultants encountered dense, fine to coarse sand with trace amounts of gravel in the subsurface soils. Soil borings were advanced to a maximum depth of 35 feet BSG. Blackburn is located in a sole source aquifer protection area as defined by the 310 CMR 40.0930. Site-specific groundwater flow direction and velocity at the .site cannot be determined by AET at this time since three monitoring wells that were installed have not yet been located and most likely have been destroyed. In 1988, SEA Consultants installed three groundwater monitoring wells at the site. Following their installation, SEA observed groundwater levels in the wells ranging from 27 to 29 feet BSG: Following a survey of these wells, the general direction of groundwater flow appeared ' to being the east to northeasterly direction. This is in agreement with.earlier studies done on the.adjacent Barnstable Municipal Airport by IEP and Horsley and Witten. Phase II Scope of Work-RTN 4-1081 Blackburn Auto Salvage 4)Atiantic211 Airport Road,Hyannis, MA April 26,2001 -Page 3 3.0 NATURE AND EXTENT OF CONTAMINATION limited degree of assessment that has been conducted at the subject property . Due to the g J p p y to date, the nature and extent of soil and/or groundwater contamination has not been'adequately i� assessed. Limited preliminary laboratory testing by SEA in 1988 has revealed that metals.are present in soils and Freon 11 is present in groundwater. However, various.conditions at the site have been identified that could currently represent potential sources of a release of petroleum products at the site. 3.1 Soil Quality investigation on the site was only conducted once b SEA Consultants in 1988. ` Soil quality 8 Y Y This report can be found in the Phase I report by AET in July 2000 in Appendix C. 'No other soil quality investigation has been completed on the site to date. SEA Consultants advanced sixteen soil hand auger holes at the property. These auger holes ranged in depth from 6 inches BSG to 24 inches BSG. The soil gas environment within that hole was analyzed for the presence of volatile organic compounds (VOCs). VOCs were detected using a Photovac Photo-Ionization Detector (PID). Soil samples for metals analysis were collected by compositing soil samples from the first six inches of the four shallow auger holes that were advanced in each of the four quadrants of the site.. These composites were then combined to form one composite sample to be submitted from each quadrant. During the site walkover by SEA, the PID registered readings slightly above background when passing over areas of oil staining. Four auger holes have readings of VOC levels that exceed the background level by a factor greater than ten. It is supposed that these soil gas levels are caused by the presence of VOCs in the soils. There are many sources of VOCs on the subject property: Some of these include the numerous unlabeled drums and crushed gasoline tanks. The presence of widespread soil staining also validates this reasoning. The only laboratory analysis conducted by SEA on the soils at the site was for the analysis of metals. Metals, namely lead, antimony, and thallium were detected at concentrations that exceeded the MADEP Method i S-1/GW-1 and S-1/GW-3. The soil samples from which this data was derived were collected in a potentially misleading and misrepresentative manner. The collection of a laboratory sample from the compositing of samples does not allow for an understanding of the extent of the contamination nor does it represent an average or statistical measurement regarding actual levels of metals concentration. The fact that sample analysis detected elevated levels of metals leads the analyst to concur that the levels present at the site .are of concern and require additional analysis. I� �ii� ' Phase 11 Scope of Work-RTN 4-1081 NAtlantic® Blackburn Auto Salvage 211 Airport Road, Hyannis, MA' April 26, 2001 —Page 4 3.2 Groundwater Quality ' Groundwater quality investigations on the site were only conducted once by SEA Consultants in 1988. The results can be found in the Phase I report by AET in July 2000 in Appendix C. No other groundwater quality investigations have been completed on the site to date. SEA Consultants installed three monitoring wells on the subject property. Groundwater samples were collected from two of.these monitoring wells. The samples were analyzed for purgeable organic compounds (EPA Method 624). No compounds were detected above laboratory detection limits for monitoring well MW-2. The only compound detected above the laboratory detection limits for monitoring well MW-3 was trichlorofluoromethane, also ' known as Freon 11. This compound was detected at 190 parts per billion (ppb). This level is far below the GW-1 Reportable Concentration of 1,000 ppb. ' There are numerous locations at the site that could pose a potential release of petroleum to the subsurface. Since the duration, type, and amount of contaminant potentially released to the subsurface is unknown, it is possible that these substances could have migrated to the igroundwater. Therefore, the impact to groundwater will need to be investigated for a number of potential contaminants. 4.0 Phase II Scope of Work ' To date no remedial activities have been conducted at the site. Soils remain on the property that are impacted by lead, antimony, and thallium above Method 1_S-1/GW-1 and S-1/GW-3 Cleanup Objectives. ' The Phase II Investigation will also assess the quality of groundwater across the site. Soil g q Y samples. in these locations will be collected during boring advancement, and groundwater samples will be collected from each of the new monitoring wells, which will be screened at the groundwater interface. 4.1 Decontamination Procedures All downhole drilling equipment, including augers, split spoons, and drill strings.will be decontaminated prior to initial use and between each use. Decontamination shall utilize a steam cleaner with detergent wash where necessary. Decontamination shall take place at a designated on-site location where waste water and soil can be contained.for proper disposal. Decontamination of down-hole groundwater pumps used for purging and sampling shall utilize a detergent wash with a triple rinse. Disposable, dedicated polyethylene or equivalent equipment shall be used for sampling and development at each monitoring well. Phase H Scope of Work-RTN 4-1081 Blackburn Auto Salvage Ntltlant■�c® 211 Airport Road, Hyannis,MA April 26, 2001 —Page 5 ' Soil and groundwater sample containers shall.be pre-cleaned, pre-preserved, and supplied by ' the analytical laboratory. Other equipment used to sample soil or groundwater shall be appropriately cleaned using a detergent wash with triple rinse, the last rinse being distilled water. Sampling equipment that is not dedicated shall be. decontaminated prior to using it for collection of any samples. 4.2 Soil Investigation Soil sampling, soil borings and shallow trenching, will be completed in a number of areas of. concern across the site. Approximately twenty (20) areas containing soil staining, battery storage, puddles with a sheen, 55-gallon drums, areas with associated odors, and other suspect locations as identified in the Phase I ESA, have been targeted for field screening (Figure 4). Field.screening of soil samples will be performed to indicate the presence of contaminants during monitoring well installation and trenching. Approximately twenty areas of shallow trenching with hand shovels and/or hand augers_,will be completed to determine contaminant levels in the shallow soils across the site.-Feee`�soil.borings and groundwater monitoring well installations are planned to determine if subsurface soils and shallow groundwater have been impacted. Soil samples will be collected in accordance. with MADEP protocols, including EPA Method 5035 extraction for VOC analysis. Within these areas of concern, soil samples will be collected from shallow trenching completed with a hand auger and/or hand shovel. Based on headspace levels, the six (6) samples with the most elevated levels will be submitted to the laboratory for VPH and VOC (8260) analysis. Head space testing will be performed using MADEP protocol. If headspace samples do not register above background then samples will be submitted based on other field screening methods, Hanby, visual, or olfactory. Based on Handby results, a colormetric field screening method for semivolatiles, the six (6) samples with the most elevated levels will be tested for EPH with all targets. Based on visual inspection of the site, six (6) samples will be tested for RCRA 13 metals. The soil samples with highest total metal levels will be tested for TCLP. utilized to advance the soil borings and to construct monitoring Hollow stem augers will be u g g wells at each proposed position (Figure 4). During advancement, split spoon samplers will be driven ahead of the drill head on a frequency to be determined in the field based on field screening. Soil lithologies and particle composition will be described using the Unified Soil Classification System, and visible contamination will be described and recorded. Soil will be field screened using a photoionization detector (PID) that is calibrated to a benzene standard. In the event that field PID screening indicates the potential for VOC contamination of the soil by registering greater than 5 ppm over background on the PID, afield headspace sample will be collected from that soil zone. The sample will be collected from the zone that exhibits the. greatest likelihood for contamination based on field screening and visual assessment. If no evidence is noted then �as� . Phase 11 Scope of Work-RTN 4-1081 Blackburn Auto Salvage N�Itlant�c® 211 Airport Road, Hyannis, MA ' April 26,2001 —Page 6 the soil sample will be collected for laboratory analysis above the water table in each boring. The sampling zone will be documented in the field log along with the rationale for selecting it. Soil samples will be placed. in a container and cooled to approximately 4°C after. collection, and will be submitted to the analytical laboratory within the allotted field holding period. A minimum of one soil sample per groundwater monitoring well boring will be submitted for laboratory analysis of the following: • Volatile Petroleum Hydrocarbons (VPH) • Extractable Petroleum Hydrocarbons (EPH)with 17 PAHs • Volatile Organic Compounds (VOCs) USEPA Method 8260 • Total Priority Pollutant Metals (antimony, arsenic,.beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, silver, thallium, and zinc) ICP-AES and CVAA and TCLP for samples with highest total metals concentrations. 4.2.1 Laboratory Methodology Soil samples will be submitted to Groundwater Analytical, Inca of Buzzards Bay, Massachusetts for analysis. Samples will be submitted on standard two-week turnaround. The analytical laboratory will run all required quality control analyses to ensure that the tests are both accurate and.reproducible, and that the testing parameters and methodologies were conducted in accordance with established standards. r4.3 Groundwater Investigation A total of six monitoring wells will be installed across the site to better determine the extent of contamination on the site. Three monitoring wells, screened across the water table, will be installed on site., along the east-northeastern property boundary along the Barnstable Airport Runway, down gradient of the site. Another three monitoring wells, screened across the water table, will be installed in the southwest portion of the site to better determine groundwater flow direction. Figure 4 shows the locations of the proposed groundwater monitoring wells. Groundwater samples will be collected from each monitoring well, including the proposed monitoring wells. Groundwater samples will be submitted from all well locations for laboratory analysis of the following: • Volatile Petroleum Hydrocarbons (VPH), including BTEX and MTBE • Extractable Petroleum Hydrocarbons (EPH) with PAHs • Volatile Organic Compounds (VOCs) USEPA Method 8260 tias� Phase 11 Scope of.Work-RTN 4-1081 Blackburn Auto Salvage LDAtlantic 211 Airport Road, Hyannis, MA ' April 26, 2001 —Page 7 M • Priority Pollutant Metals (antimony, arsenic, beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, silver, thallium, and zinc) ICP-AES and CVAA - Dissolved d Based on previous data, the extent of soil an groundwater contamination was never delineated. Depending on the results of the analytical data, additional monitoring wells may be required to determine this extent. If the results reveal that the groundwater is impacted, other hydrogeologic parameters will also need to be conducted on the site to help determine the limits of the contamination and determine groundwater flow direction. "If the groundwater is not impacted, then surveying and determination of groundwater flow direction, additional groundwater monitoring, and groundwater well installation would be limited or unnecessary. 4.3.1 Monitoring Well Installation Monitoring wells shall be constructed of 2-inch polyvinyl chloride (PVC) casings connected to a 10-foot long, 0.010-inch slotted screen. The shallow monitoring well screens shall be placed across the water table to assess the potential for floating product and to'determine the . quality of groundwater at the water table. 4.3.2 Monitoring Well Development and Sampling Monitoring wells shall be developed after installation by purging at least 5 volumes of water from each well using a submersible pump with dedicated tubing or disposable bailers. The pump will be slowly raised and lowered through the water column while pumping in order to isimulate a surge block. This motion dislodges silt and fine sand from the base of-the monitoring well and the sand pack, thereby improving monitoring well efficiency- and sampling accuracy. Pumping of each monitoring well will continue until the turbidity of the purge water visibly improves and at least 5.well volumes have been removed. The monitoring wells will remain undisturbed for at least 72-hours following development to allow the groundwater to equilibrate to formational conditions: wells will be purged of five volumes Following the,equilibration period, .the. monitoring p g o es of water. Groundwater samples will be collected directly from the monitoring well,and placed rinto laboratory,provided sampling containers, placed into a closed container, and cooled to approximately 4°C. Samples will be transported to the laboratory under chain of custody procedures within the allotted sample holding times. 4.3.3 Laboratory Methodology Groundwater samples will be submitted to Groundwater Analytical; Inc. of Buzzards Bay, Massachusetts for analysis. Samples will be submitted on standard two-week turnaround. The analytical laboratory will run all required quality control analyses to ensure that the tests are Phase 11 Scope of Work-RTN 4-1081 Blackburn Auto Salvage. t1 rla n tic® 211 Airport Road, Hyannis,MA ' April 26, 2001 —Page 8 both accurate and reproducible, and that the testing parameters and methodologies were I ' conducted in accordance with established standards. 4.3.4 Groundwater Gauging Methods and Elevation Survey An elevation survey will be conducted in order to determine the groundwater flow direction at the site. Prior to sampling, the water table elevation will be measured and recorded at each monitoring well, relative to the top of the PVC casing. The interior pressure of each monitoring well will be allowed to :equilibrate to atmospheric pressure prior to taking any measurements. 4.4 Health and Safety Plan A site specific Health and'Safety Plan (HASP) will govern air monitoring activities, action levels, and personal protective equipment that will be required while performing on-site investigations or remedial activities (Appendix A). The HASP will be provided to each subcontractor and will be available for review by all persons with access to the work areas. Each person entering the work areas shall be familiar with, and abide by, the requirements of the HASP. Subcontractors will provide their own HASP to.govern their activities on site, but shall perform all activities in conformance with the HASP. A Health and Safety Officer shall be established by the HASP. The Health and Safety Officer shall have full authority to make Health and Safety related decisions within the work area, decontamination area, and other areas established for investigative and remediation activities related to this Scope of Work. The duties of the Health and Safety Officer shall be detailed in the HASP. 4.5 Preparation of a Phase II Investigation Report Upon completion of the Phase II Investigation and if a Response Action Outcome(RAO) cannot be written, AET will prepare a report summarizing the investigation's findings, analytical results, and conclusions regarding the site. The report shall be written in conformance with the requirements of CMR 40.0835, 'and shall make a determination regarding the necessity of implementing a Phase III Remedial Action Alternative Study. 5.0 Proposed Schedule The Tier Classification was completed in July 2000 which allows two years for completion of �. the Phase II Report. It is proposed that the subsurface groundwater will be completed by August 31, 2001. The Phase II Comprehensive Site Assessment will be prepared by October 15, 2001. By July 2001 it is expected that the Phase II Report will be completed. Phase 11 Scope of Work-RTN 4-1081 Blackburn Auto Salvage N�Irlanr■�c® 211 Airport Road, Hyannis, MA April 26, 2001 —Page 9 6.0 Permits A Tier IC Permit Application is being submitted with this Phase II Scope of Work. No PP g P investigations will be performed until the Permit is approved by the MADEP in conformance twith 310 CMR 40.0700 of the MCP. No additional permits are expected to be required at the site. I � MOLIP 0 132 r a,� �'4 .f Y'...1'j ]fir �i. T n ♦,y � t� ✓` �_.+ • _ • �yy�;+��'t '41�'l. � �V'S' �.. Sy '"k ' � tr. ro y-ZR �;. �t � a^ �.�; � O_" � � ��, p 1 Y -0.Yr•`ti i, c �. I n• z "� , z� tis � � tt� {�-`'' ,.� >n � :�: � ter♦ o ',�'�' �"�! ����-. ��wb � t�� it ��. .- a, �\ +, {`� L. E �� a {• �. � � �� � � . • e•'+ f ,t .'t N x� ?'' o+y'�`'' 'It `s" L `';''' ti` • ` - � .ii��X4� ,•7t ;�1. /l/ . V��, • ..; • w �ty�'fr �� ,:y'.d -i i,'r .4. ���'ta�l ��h �y �.+ iSn�,Y_ y4`� Q - .� I a �. �v; k :�x .e:•. �� S~ I �%mod � t ��t��W `P,�t �� � � L� S r+ r � L 1 i -, • � :.r O 4? � ..� t� r `�J .� ei.�' 1yTd�/��Z 1 V��3 •Y� x 4t: ti .z. l: r •t r _�! � �' �. ,til$ }� ' {/�� �� .. Ydi i•- .. f �._.., i_ �... � i'L .. ... ..L�, i __ .._.:L, • h '.\:.1 •�.L.� ....r .r _ 1.._ :iY' ATLANTIC ENVIRONMENTAL TEC iVOLOGIES,INC. O Figure �, - PK�JECT�: 577�.�� \ 8EFwm.C.mwR9.d.SJb410 Site Locus Map DA,rG: 7/00 l N.nl,0 m".wk M....0.0.02747 Blackburn Auto Salvage @OBI997-6422 211 Airport Road SCALE: NTS laae>ae4.oeoi�.o Hyannis, MA KMS DRAWNBY: - \ ' 7 i ` 1 oil a r I rnr 11 o 1.4 _..._...._:..__.._.- - 111 1\1 I _— T O W N a t A t N S T A t l 1- 49 O • It A N I. C I N / O t M A T 1 0 N f r S T t M S U N I T r R91IFf YatF r Re +MOTE hdeaq ri •/M9fE ihl prd is r M1 pAiic soerrranl o1u SOsf t�la rria(Ilrrerll 1 wr +d iw H95 nbl�Ilx+pgk k Al lrne w � wpllda wre r mNl Mriold .dId1 bltllpio 11q w Nt Dr Imka rd M.Srrl �1+/+DM rr wMeefr sw►vp1r111 im 1919 rlNl�Ip¢c M IWD 0 100 200 Me01 ► d 1 coY d d/W Igd oad b Pbf�l d„cs tq.in 1�I+a gggi�d,pr�oa..+aepgd w..r MlferE>I�A7.,n sn+dau� r Ita-sofEET+ I•=11G. rh+q. rsfaYdl'�101 ►rdis�ddkldieu2000iaMdla+mBYlss�(smegc ATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC Site Map PROJECT g- 5770.00 86 Faunce Corner Road,Suite 410 Blackburn Auto Salvage SCALE: See Above Figure 2 North Dartmouth,Massachusetts 02747 Airport Road 9 ' (508 997-5422 Hyannis,Massachusetts DRAWN BY: 1W on 7/18/2000 RUNWAY North ------------------------------------ c--——————-— — `\ \ Sm•n Trea,r / � \ vsnaes / �'•� \ ♦ I/ vada.s..r sn••° t,.o ss-qar V owns�.`J\ 1 \ \ I Ice IanlS unM°mil PiY \ \ I ° \ ( Tres \ ♦ 1 - uat000 aoen...y \ ♦` L.a.r 1 v^wn. O 1. ♦ - I \ PO4rl01d•d al `♦ ��-- _• ��1 1 t ems..,.. �\. -C� \\ �vncys `<� `\ M c=� 1 noisoa 1 rre•s t s rKd - `\ - \ I t \ r PROPERTY \ \ LINE \ \\ \ `\ APPROXIMATE AREA OF NOTES `\ TREES AND SCATTERED \ VEGETATION 1: Nine 55-gal.drums&two full 30-gal.drums 2: Box truck loaded with 55-gal.drums (some are crushed,all appear empty,no staining) \ 3: Two 55-gal.drums next to small dump truck(drums are full and partially full) \♦ i� 4: Crushed cars looking antifrooze(green)onto the ground \ . 5: Crushed pile of gas tanks(residual gas leaking onto ground,gasoline odor present) `\ 6: Old tow truck next to 5-gal.bucket of hydraulic fluid(full) &some batteries 7: Base map developed through observations made by AET personnel and are approximate and not to scale `\ ATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC. Site Plan PROJECT#: 5770.00 Whaling National Park,13 Hamilton Street Blackburn Auto Salvage SCALE: Not to Scale F)g U�@ 3 New Bedford,Massachusetts 02740 Airport Road (508)992.6360 (5o8)992-6633 fax Hyannis,Massachusetts DRAWN BY: UC on 11/21/2000 Runway North 0` DMW-1 �� Vehicles 71 (DMW-2 i Two 55 gal.Drums ® I Pile AY r� Puddles w/Sheen (contents unknown) j of Tires Fli m I I 1 t 1 t Roadway t 150/200 g.O Propane Tanks I Quonset Hut Flatbed Trailer& 5® l Pallet loaded w/ I -►_ Batteries ® Trailer Old SUV \ x - �-10 Hutteaps�tt;'• i ® loaded w/ 'u„r•='art �MW-5 Batteries 1 Gate Pile of -, � Engines, �MW 6 Pile.of Tires Portable Car 1 I I Batteries, Crusher I Batteries ® 1 -i 1 Stained &55-gal. I m I Soil ' Vehicles __--- \\ -- t drums(filled with fluids). I I Pile of Tires 1 # I \ 1 LEGEND t Proposed Test Pit Locations I MW-t Proposed Monitoring Well Locations I Strong 4 11 I g I Small Gasoline 1 Piles Odor ® 1: -Nine 55-gel.drums 8 two full 30-gal.drums I I of Tires I 11 I i ((Source Unclear)# 1 2: Box truck loaded with 55-gal.drums (some are crushed,all appear empty,no staining) \ 1 3: Two 55-gal.drums next to small dump truck(drums are full and partially full) 4: Crushed cars leaking antifreeze(green)onto the ground EW 5: Crushed pile of gas tanks(residual gas leaking onto ground,gasoline odor present) Fenced in Lot with 6: Old tow truck next to 5-gal,bucket of hydraulic fluid(full)&some batteries Junk Cars 7: Base map developed through observations made by AET personnel and are approximate and not to scale ATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC. Locations of Proposed Monitoring Wells and Test Pits PROJECT a: 5770.00 Whaling-National 13 Hamilton Street Blackburn Auto Salvage SCALE: Not to Scale Figure New Bedford,Massachusetts 02740 4 1) 609 99243300 608)992�633 fax Airport Road, Hyannis, Massachusetts DRAWN BY: LJC 11/21/00 � � 1 �, 1 1 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DAtlantic- APPENDIX A 1 Health and Safety Plan 1 1 1 1 1 1 1 , 1 . SITE HEALTH AND SAFETY PLAN ' Blackburn Auto Salvage 211 Airport Road Hyannis,Massachusetts 02601 II Date of Preparation: April 2001 Prepared B P Y Atlantic Environmental Technologies, Inc. ' Whaling National Park. 13 Hamilton Street New Bedford, Massachusetts 02740 (508)992-6300 ' AET Project No: 5770.00 1 1 EMERGENCY CONTACTS AND EMERGENCY INFORMATION 1 POLICE:...........................:...................................911 FIRE:....................................................................911 FIRST AID:..........................................................911 In the event of an emergency, be prepared to give the following information: • Location of Emergency ' Site Location: Blackburn Auto Salvage 211 Airport Road ' Hyannis,Massachusetts 02601 Landmarks: ..........................................................Barnstable Municipal Airport ' Nearest Cross Street:..............................................CIT Avenue • Phone.Number That You Are Calling From: .........LOOK ON PHONE ' What Happened? * Type of Accident * Type(s) of Injuries • How Many People Need Help? ' Additional Emergency Information: Hospital Name:........................................:............Cape Cod Hospital Address:... ...27 Park Street . City,_State, Zip Code:.............. Hyannis, Phone Number: .....................................................(508) 771-1800 ' Note: Contact a Principal at Atlantic Environmental Technologies, Inc. after Emergency Services have been called. �I Atlantic Environmental Technologies, Inc.. ............(508)997-5422 (Dartmouth) (508) 888-9282 (Sandwich) ' (508) 992-6300 (New Bedford) ' ROUTE MAP TO HOSPITAL LOCATED ON FOLLOWING PAGE Page 2 00000001111Ut) 000II000U00UIIUI) !) Ul.1UUl� IJU !J l)' J Hl sill LS /�a� DER D y STRAIGH WAY NORTH Vl Xd3a9 sGFNr fR BOARD Py R N3aao [ o���ItNCOLN OAKLA ,o a RD 0 LA RD M31A rs c' PiRs1l� WOLLFY ARROWHEADS LINCOLI RD EXT Vk,4i%61,S. CCASTLE'WOOD CCPF` �;Ion G��.A��> jN LE7(INOTON DR o BUCK CIR WAYLAND, s W OD DR .. fo 2 � ♦,tl 3DNtlb3V1 0 � DR -p `� n Ay GHtl1000M o P e�N 3 SU BURY �L�a P LA �� Ja Z Is 7YI1NOd n WAGON ! p �` Or�SaN M AVM S83A Vp fRS WAY S� S \� AXIS s , CA 1 "j1�df b�`2i33INN3f��]L q PiHFN a '� �� !s " V1130 a F ^ <Vi Ni�oi is rSr f , C�� NCLE ENTERPRISE 14D� .6 �i C Vl-H301fV0 JOE' � o R r ,� �N 3S0f 1S nl7_N AVM S31'11�1M 31,Nn yygY lop D a IN DFpF? m `d\A, o rN MEG RpJ r O - �C y�warl n S CATHERINE AV - 0 L C,9Nfh 1 Vs -� gRa 0 3 KELLEYRO .^t t,�' �! n T �Q ? s ORRS _ a v .r'8�-� ��y' ON'1bdM. 11 \�p�� no��lNld ` Tv lc raa o� iPq �b 1ST L2 r7 n C ntl 1 WAY �� �} q� a P 7 = 0 - ,\ Z 3v ,n ON �� R CL S�. ti yt HAMDEN ' nv�� (fRfS o o = BE1TY D�kD �Z Nf ��S` �O J' HO h ~ �1 o �o a z s y Oti fSRD rob C/ noUUAKER— sA9��r. A11ON V ? - c ON1 3y Frj sT Sra�oN �cIa D DR y 1S TFL a �tt` yl COMPASS C q y FRANKS POTTER �^31S MITCHELLS rc• �L`G�, �-T N1GNT/ WAY Cnv, \N ��( yo Ln /a°4 ra00�� q,yGT / NCKLEY� RD ALE LA A o m m NEWTON � y 1(; - ' o n < sT u ��� S A 3�= ,s��`la�j sl t', 1 M a : •)X_ y 1� A ��� ��r7 VO �O / �70 y -{ I I m 1 'mi tyi L� o •�S\y '\Q�y, �' y - '=��� 1sRD b ti���= Sda� J► �.�J7 Jnool� � , O Vu m ti 1C --3AO8D; l SAY' '° _ m _ C) i o ,a P 1S KINGS c ° 7 E3t J'� , NSdM p� BROOKS! RE �o J c 1ad� �'� Ln Np10N� '�_ SPRING RD O O a o 1S e �� p ST RIDGE_ AV Q b rod c o� m3-1 c �o yid o�y. N� S, 1N S✓ �AR/y o� y KS RD 10 AJ _0as So M43 - cD l� 1a CEDAR - k ST oo plp �p - °� *rr-� S01 303W �F-i_ ¢�Y V�W : COAOUIN RD Gr9 ROSA BAY V I EW � �� Y LA = `� �p 0 CD � �i 00d o D' _Z -Z — A — O (� OD 111 live 12111111111111 Igo IIIIIIIIIIIIU IIIIIIIIIIIIIIIIIIIIIItttttt III all • ............smovesse.......:W HOSPITAL ROUTE DESCRIPTION AND MAP To Cape Cod Hospital: Take a left at the end of Airport Road and follow to the rotary. Take the third right off the rotary and follow to the lights at the railroad tracks (there will be blue hospital signs to follow from this point). Go right at the lights and immediately bear left. Follow to a stop sign. Take a right at the stop sign and then an immediate left onto a small rotary. Bear right and the driveway to the hospital will be on the left. ' See map provided. 1.0 PLAN OBJECTIVES AND APPLICABILITY This Health and Safety Plan (HASP) has been written to comply with the standards prescribed by the Occupational Safety and Health Act (OSHA) and the Massachusetts Contingency Plan. The purpose of the HASP is to establish protection standards and mandatory safe practices and procedures for all personnel involved with field activities at.the site. This HASP assigns responsibilities, establishes standard operating procedures, and provides for contingencies that may occur during field activities. AET personnel of Atlantic Environmental Technologies, Inc. (AET) will designated a Site Health and Safety Officer. As Site Health and Safety Officer, AET is responsible for ensuring that the provisions ' outlined in this HASP adequately protect worker health and safety, and that the procedures stipulated in the HASP are properly implemented. In this capacity, AET personnel will conduct regular site inspections to ensure that the HASP remains current with potentially changing site conditions. AET ' has the authority to make health and safety decisions that may not be specifically outlined in this plan, should site conditions warrant such actions. In the event that AET personnel leaves the site while work is in progress, an alternate Site Health and Safety Officer will be designated. The provisions and procedures outlined by this HASP apply to all contractors, subcontractors, owner's representatives, oversight personnel, and any other persons involved with the field activities. All such ' persons are required to read the HASP and indicate that they understand its contents by signing the signature page. Copies of this HASP are available to on-site workers and their company's representative upon request. All contractors and subcontractors are also required to maintain and abide ' by their own HASP. This HASP is based on information that was available as of the date indicated on the title page. It is ' possible that additional hazards may exist at the work-site, or may be created as a result of on-site activities. If any on-site worker identifies a site condition that is not addressed by this HASP, immediately notify the Site Health and Safety Officer. ' This Health and Safety Plan was prepared by AET personnel ' Page 3 ' 2.0 BACKGROUND INFORMATION The work site is located at: Blackburn Auto Salvage ' .211 Airport Road Hyannis,Massachusetts 02601 2.1 Site History tThe site is listed with the Massachusetts Department, of Environmental Protection ,(MADEP) .as MADEP Site No. 4-1081. The initial release of gasoline and/or, other petroleum products was . discovered in 1988. 2.2 Scope of Work Following is a brief summary of the on-site work activities that are covered by this Health and Safety ' Plan: AET proposes to advance approximately four to six groundwater monitoring wells and ' approximately 20 test pits to help determine the nature and extent of the contamination on the Blackburn site. 3.0 HAZARD EVALUATION AND RISK ANALYSIS- In general, there are three broad hazard categories that may be encountered during site work; Chemical Exposure Hazards, Fire/Explosion Hazards,and Physical Hazards. 3.1 Chemical Exposure Hazards Table I presents chemical-specific data regarding permissible exposure levels, likely pathways of exposure, target organs that may be affected by exposure, and typical symptoms of exposure for hazardous substances that are potentially present at the site. Table 1 data was compiled from the ' NIOSH Pocket Guide to Chemical Hazards June 1994 edition. I ' Page 4 r Table 1 1 Chemical PEL* STEL IDLH* Exposure Route Target Organs Symptoms Name (ppm) (ppm) (ppm) ' Acetone 250 — 2,500 Inhalation;ingestion; Eyes;skin;respiratory Irritation of eyes,nose, skin/eye contact system throat;headache; dizziness;dermatitis Benzene 1 5 500 Inhalation;ingestion; Blood,central nervous Irritation of eyes,nose, ' skin/eye contact system;skin;bone respiratory;giddiness; marrow;eyes;respiratory headache;nausea; system staggered gait;fatigue;. anorexia;lassitude; ' dermatitis;bone marrow,, depression Ethyl 100 125 800 Inhalation;ingestion; Eyes;upper respiratory Irritation of eyes,mucous benzene skin/eye contact system;skin;central membrane;headache; nervoussystem dermatitis;narcosis;coma ' Heptane 85 500 750 Inhalation;ingestion; Skin;respiratory system; Lightheadedness,vertigo; skin/eye contact central nervous system loss of appetite,nausea; unconsciousness Hexane 50 500, 1,100 Inhalation;ingestion; Eyes;slain;respiratory Irritation of eyes,nose; r skin/eye contact system;central nervous lightheadedness;nausea system;peripheral nervous system Lead Inhalation;ingestion, Eyes;GI tract;central Weakness;lassitude; direct contact nervous system;kidneys; insomnia;facial pallor; ' blood;gingival tissue pale eyes;anorexia;low weight;malnutrition; constipation;abdominal pain;colic;anemia; gingival lead line;tremor; paralysis of wrist,ankles; encephalopathy;kidney disease;irritated eyes; hypotension ' Methyl Ethyl 0.2 — not Inhalation;ingestion; Eyes;skin;respiratory Irritation of eyes,skin, Ketone determine skin/eye contact system;liver;kidneys nose,throat;cough; Peroxide d blisters;vomiting;blurred vision Toluene 100 150 500 Inhalation,absorption, Central nervous system; Fatigue;confusion, r ingestion,skin/eye liver;kidneys;skin euphoria,dizziness, contact humdache;dilated pupils; lacrimation;nervousness; insomnia;Paresthesia; dermatitis Xylene 100 150 900 Inhalation;ingestion; Central nervous system; Dizziness,excitement, absorption;skin/eye GI tract;blood;liver-, drowsiness, contact kidneys;skin incoordination,staggered gait;irritation of eyes, nose,throat;corneal vacuolization;anorexia; nausea;vomiting, abdominal in;dermatitis r : r r Page 5 1 i ' 3.2 Fire and Explosion Hazards ' It is unlikely that gasoline or other explosive vapors will be present at levels sufficient to create an explosion or fire hazard at the work site. However, the risk increases substantially in the presence of liquid product in the soil (non-aqueous phase liquid, or NAPL). In the event that gasoline or other explosive/flammable chemicals are constituents of concern at the site, monitoring should be conducted for the following hazards: ' Flammable or explosive source materials; • Ignition of impacted secondary materials (including soil) by heat, sparks or flames; • Flash back of explosive.or flammable vapors to a vapor source; ' Accumulation of vapors in depressions, tanks, pipes, conduits, or other enclosed or partially enclosed containers; • Vapor or liquid migration to a sewer, basement, or other confined area that may cause a fire or explosion hazard at a.distant location. In the event that gasoline liquid, other flammable liquids or gasses, or other suspicious NAPLs are ' identified in the soil being excavated or drilled, air monitoring equipment will be utilized to assess the concentration of vapor in the area in order to determine the likelihood of explosion or fire hazards. In the event that combustion is induced.in the excavation or drill hole, STOP WORK IMMEDIATELY. ' Discontinue activities until the situation has stabilized and the explosion/fire hazard has been neutralized. ' Use of an explosionmeter is mandatory at work sites with a.known or suspected fire or explosion hazard. Explosionmeter readings must be collected every three to five minutes, or more frequently if necessary, to monitor the potential for fire or explosion. Excavation activity must cease when 50% of the LEL is reached in any zone subject to explosion or fire. When 50% of the LEL is reached, allow the hole or excavation to vent, or install active ventilation equipment, or utilize fire suppressive chemicals to continue excavation or drilling activities. DO NOT CONTINUE EXCAVATION OR DRILLING ' ACTIVITIES IF AMBIENT AIR QUALITY IN A POTENTIAL EXPLOSION OR FIRE ZONE REACHES 50% OF THE LEL OR GREATER FOR THE EXPLOSIVE CHEMICALS OF CONCERN. Page 6 II' 3.3 Physical Hazards ' The following Table summarizes a variety of physical hazards that may be encountered at the site, along with their suggested preventative measures. Category Cause Preveotion Head Hazards Falling and/or sharp objects,bumping hazards. ..Wear hard hats in areas of overhead hazards- Foot/Ankle Hazards Sharp objects,dropped objects,uneven and/or slippery Wear chemical resistant,steel-toed boots on-site.. surfaces,chemical exposure Eye Hazards Sharp objects,poor lighting,bright lights(welding .Wear safety glasses or face shields when equipment),exposure due to splashes appropriate.Wear welding protection when appropriate. . ' Electrical Hazards Underground utilities,overhead utilities Locate service mark-outs and inspect work area prior to starting work. Mechanical Hazards Heavy equipment such as drill rigs,service trucks, Use qualified operators and backup alarms. excavation equipment,saws,drills,etc. Conduct regular maintenance on;and daily checks oC mechanical equipment. Noise Hazards Machinery creating>85 decibels TWA,>115 decibels Wear earplugs or protective ear muffs when continuous noise,or peak at>140 decibels appropriate. Fall Hazards Elevated and/or slippery or uneven surfaces.Trips Use caution when moving around on site.Avoid caused by poor"house keeping"practices accumulating accident-causing materials in the work area. Use fall protection devices on elevated ' surfaces. Lifting Hazards Injury due to improper lifling techniques, Use properlifting techniques and mechanical overreaching/overextending,heavy objects devices where appropriate. Heat Hazards Heat prostration,heat stroke Take frequent rest breaks during hot periods and drink plenty of fluids.Appropriate fluids shall be provided to on-site workers.Remove any person suspected of heat related injury to a cool,shaded ' area.Seek medical attention. Cold Hazards Hypothermia,frost bite Appropriate cold weather gear shall be worn at all times.Remove any personnel suspected of cold- related injuries to a heated environment.Seek medical attention. Lighting Accidents due to improper illumination Work during daylight hours only;or under sufficient artificial illumination. 4.0 AIR MONITORING When working on sites where harmful concentrations of volatile organic compounds (VOCs) can accumulate in the work area, air monitoring will be performed to ensure that personnel are not exposed ' to vapor concentrations in excess of PELs. The Site Health and Safety Officer, or a designated alternate. Officer, is responsible for performing all monitoring activities. Air monitoring will be used to determine the level of protection that is required to maintain safe working conditions. 4.1 Air Monitoring Equipment ' Page 7 All air monitoring equipment will be inspected and calibrated at.least daily to ensure that it is in proper working condition. PID When volatile organic compounds (VOCs) are constituents of concern at the site, a Photoionization Detector (PID) or Flame Ionization Detector (FID) will be utilized to monitor air quality. PIDs will be ' equipped with a 10.2 eV detector lamp, unless site specific concerns dictate that another lamp is more appropriate. Ambient conditions in the breathing zone. will measured every 5 minutes, or more, frequently if odors, tastes, or an elevated detector response indicates that more frequent readings are . warranted. ' 4.2 Action Levels ' Response Length of Time Protective Measure <5ppm 5 minute average Level D PPE 5-25 ppm 5 minute average Allow work area to vent. If persistent, upgrade to ' Level C and use high-efficiency organic vapor cartridges in respirator 25-50 ppm 1 minute average Allow work area to vent. If persistent, upgrade to Llevel C PPE, and use high-efficiency organic vapor cartridges in respirator > 50 ppm Sustained over 30 seconds Vacate work area and allow to vent. If sustained, use ' an explosionmeter, an oxygen monitor, and upgrade to level C PPE. Use a high-efficiency organic vapor cartridge. These action levels are based on the presence of gasoline range volatile organic contaminants. 1 { 4.3 Physical Site Monitoring The Site Health and Safety Officer will visually inspect the work-site at least daily to identify whether any new potential hazards have arisen. Whenever possible, on-site personnel shall eliminate or reduce risks associated with work activities.- 5.0 . SITE CONTROL The work.site will be secured when possible. Pedestrians and other unauthorized personnel will not be allowed into the work area, nor around vehicles. I 6.0 COWAAIINATION ZONES AND DECONTANHNATION CEMENTS i Page 8 A work zone shall be established around the.work area in order to contain any contamination that is ' generated in the work. area The work area shall be clearly delineated and off-limits to all persons except _necessary on-site personnel who are OSHA certified to work in Hazardous Waste Areas. A contamination reduction zone shall be established adjacent to the work area to minimize the spread of contaminated materials outside the work area. ' A specified area will also be established for the decontamination of equipment. The various work zones will comply with.applicable OSHA and MCP requirements. Food and beverages will not be permitted inside the work area or contamination reduction area. 6.1 Decontamination Procedures-Equipment ` Split spoon samplers, augers, and other down-hole equipment will be decontaminated using a steam cleaner, or by cleaning with detergent and water and rinsing with potable water. Specific decontamination procedures may be established by one or more contractor work Specifications. All decontamination wastes will be containerized and left at a designated on-site location, or otherwise disposed per contract. 6.2 Decontamination Procedures-Personnel All personal protective clothing (i.e. latex gloves, tyvek, etc.) will be bagged with other miscellaneous ' waste and discarded in the trash. Potable water will be maintained at the work site for emergency decontamination and hygienic purposes. No food or beverages will be allowed into the work zone or contamination reduction zone. On-site personnel should utilize good hygienic practices prior to eating and drinking. 7.0 EMERGENCY SITUATIONS In the event of a chemical spill, fire, explosion, or an accident involving injuries, the Site Health and Safety Officer will determine when emergency and/or regulatory agencies should be contacted and which agencies are appropriate to contact. If injuries have occurred, all site workers have the ' responsibility to secure medical help for the affected worker(s). Emergency medical help can be contacted by dialing 911. A Principal at AET should also be notified of all emergency situations at the earliest opportunity after Emergency Services have been contacted and the emergency has been controlled. In emergency situations, do not, under any circumstances, endanger yourself or others to rescue an afflicted co-worker. Notify emergency services and follow instructions that are provided by the emergency service personnel. Page 9 t ' 8.0 ADMINISTRATIVE 8.1 Medical Surveillance Certain ersonnel involved with field d activities may be covered under an employer's medical surveillance program. Check with your personnel administrator to determine if you. qualify for this program. ' 8.2 Record Keeping The Site Health and Safety Officer, or a designated alternate, will be responsible for keeping daily logs ' of workers and visitors present at the work site. All workers and visitors entering the active work area must read and sign this Health and Safety Plan. Records shall be kept of all air and other monitoring activities. Records shall be kept of all PPE upgrades, including the duration of the upgrade, and of all accidents or other emergencies on the site. Page 10 SIGNATURE PAGE I have read this.Health and Safety Plan and understand its contents. I agree to abide by its provisions and will immediately notify the Site Health and Safety Officer if site conditions or hazards not specifically designated in this Plan are encountered. ' Name(Print) Signature Date Company/Affiliation 1 Page 11 r ti Massachusetts Department of Environmental Protection.. 13WSC-108 .Bureau of Waste Site Cleanup COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM & PHASE I COMPLETION STATEMENT a _! 1081 Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) A. SITE LOCATION: ' Site Name:(optional) Blackburn Apt o ca a vact_e Street: _211 Ai rno Road Location Aid: City/Town: Hyannis MA ZIPCode: n2601-nnnn ' Related Release Tracking Numbers that this Form Addresses: Tier Classification: (check one of the following) F-] Tier IA Tier IB LLj Tier IC u Tier II ❑ Not Tier Classed ' If a Tier I Permit has been issued,state the Permit Number. B. THIS FORM IS BEING USED TO: (check all that apply) Submit a Phase i Completion Statement,pursuant to 310 CMR 40.0484(complete Sections A,B.C,G,H,I and J): ' OU Submit a Phase II Scope of Work,pursuant to 310 CMR 40.0834(complete Sections A,B,C,G,H,I and J). Submit a final Phase II Comprehensive Site Report and Completion Statement,pursuant to 310 CMR 40.0836 ' (complete Sections A,B,C,D,G,H,I and J). Submit a Phase III Remedial Action Plan and Completion Statement,pursuant to 310 CMR 40.0862(complete Sections A,B,C,G,H,I and J). . Submit a Phase IV Remedy Implementation Plan,pursuant to 310 CMR 40.0874_(complete Sections A,B,C.G.H,I and J). ' Submit an As-Built Construction Report,pursuant to 310 CMR 40.0875(complete Sections A,B,C,G,H,I and J). Submit a Phase IV Final Inspection Report and Completion Statement,pursuant to 310 CMR 40.0878 and 40.0879 ' (complete Sections A,B,C,E,G.H, I and J). Submit a periodic Phase V Inspection&Monitoring Report,pursuant to 310 CMR 40.0892(complete Sections A,B,C,G,H,I and J). Submit a final Phase V Inspection&Monitoring Report and Completion Statement,pursuant to 310 CMR 40.0893 ' (complete Sections A,B,C,F,G,H,I and J). 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. RESPONSE ACTIONS: . ' Check here if any response action(s)that serves as the basis for the Phase submittal(s)involves the use of Innovative Technologies. (DEP is interested in using this information to create an Innovative Technologies Clearinghouse.) ' Describe Technologies: D. PHASE II COMPLETION STATEMENT: Specify the outcome of the Phase II Comprehensive Site Assessment: ' Additional Comprehensive Response Actions are necessary at this Site,based on the results of the Phase II Comprehensive Site Assessment. The requirements of a Class A Response Action Outcome have been met and a completed Response Action Outcome Statement(BWSC-104) will be submitted to DEP. The requirements of a Class B Response Action Outcome have been met and a completed Response Action Outcome Statement(BWSC-104) will be submitted to DEP. ' ❑ Restoring of this Site using the Numerical Ranking System is necessary,based on the results of the final Phase II Report. E. PHASE IV COMPLETION STATEMENT: Specify the outcome of Phase N activities: C Phase V operation,maintenance or monitoring of the Comprehensive Response Action is necessary to achieve a Response Action Outcome. (This site will be subject to a Phase V Operation,Maintenance and Monitoring Annual Compliance Fee.) LJ The requirements of a Class A Response Action Outcome have been met. No additional operation,maintenance or monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement(BWSC-104)will be submitted to DEP. C( The requirements of a Class C Response Action Outcome have been met. No additional operation,maintenance or monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement(BWSC-104)will be submitted to DEP. SECTION E IS CONTINUED ON THE NEXT PAGE Revised 3/3 M q,,narcarfwz Fnrmc AW.gr-010 fin narfl anrf nin Pace 1 of 3 massamusetts uepartment or r-nviromillef1Ca1 rrU[vGuuti orr.w-No ' Bureau of Waste Site Cleanup COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number ' FORM & PHASE I COMPLETION STATEMENT 0_ 1081 Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) E. PHASE IV COMPLETION STATEMENT: (continued) L_1 The requirements of a Class C Response Action Outcome have been met. Further operation,maintenance or monitoring of the remedial action is necessary to ensure that conditions are maintained and that further progress is made toward a Permanent Solution. A completed Response Action Outcome Statement(BWSC-104)will be submitted to DEP. . Indicate whether the operation and maintenance will be Active or.Passive. (Active Operation and Maintenance is defined at 310 CMR 40.0006.): ' O Active Operation and Maintenance 0 Passive Operation and Maintenance (Active Operation and Maintenance makes the Site subject to a Post-RAO Class C Active Operation and Maintenance Annual Compliance Fee.) ' F. PHASE V COMPLETION STATEMENT: Specify the outcome of Phase V activities: The requirements of a Class A Response Action Outcome have been met and a completed Response Action Outcome Statement(BWSC-104) ' will be submitted to DEP. The requirements of a Class C Response Action Outcome have been met..No additional operation,maintenance or monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement(BWSC-104)will be submitted to DEP. ' The requirements of a Class C Response Action Outcome have been met. Further operation,maintenance or monitoring of the remedial action is necessary to ensure that conditions are maintained and that further progress is made toward a Permanent Solution. A completed Response Action Outcome Statement(BWSC-104)will be submitted to DEP. ' Indicate whether the operation and maintenance will be Active or Passive. (Active Operation and Maintenance is defined at 310 CMR 40.0006.): O Active Operation and Maintenance O Passive Operation and Maintenance (Active Operation and Maintenance makes the Site subject to a Post-RAO Class C Active Operation and Maintenance Annual Compliance Fee.) ' G. LSP OPINION: I attest under the pains and penalties of perjury that I have personally examined and am familiar with the information contained in this transmittal form,. including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of ' care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and(iii)the provisions of 309 CMR 4.03(5),to the best of my knowledge,information and belief, > if Section B indicates that a Phase 1,Phase/I,Phase/it,Phase IV or Phase V Completion Statement is being submitted,the response action(s) ' that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21E 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.21E and 310 CMR 40.0000,and(iii)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal; ' > if Section B indicates that a Phase 11 Scope of Work or a Phase IV Remedy Implementation Plan is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal; ' > if Section B indicates that an As-Built Construction Report or a Phase V Inspection and Monitoring Report is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21 E and 410 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. ' F_� Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s)and/or approval(s) issued by DEP or EPA If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. LSP Name: ,TQj= n T arum i n e n,Jr. LSP#: 6 8 4 6 Stamp: � \JH OF 144 qc Telephone: 508-992-6300 Ext.: TONG tiG N� FAX(optional) 508-992-5533 A o LAMMINEN,JR. cn No. 6846 � Signature: •r V — Is7OL�O5��= ' Date: Armri 1" 2fig 7001 ItE PROFS Revised 3/30195 4nnarcarfa.c Fnrmc RW.4(:-1)10 min narfl ann in 3 Paoe 2 of 3 Massachusetts uepartment of tnvironmentai rrotecuon Ovvo.%.*-No . ' Bureau of Waste Site Cleanup COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM & PHASE I COMPLETION STATEMENT 0 - 1081 ' Pursuant to 310 CMR 40.0484 (Subpart D)and 40.0800(Subpart H) H. PERSON UNDERTAKING RESPONSE ACTION(S): ' NameofOrganiization: B1aclLijr —Porto Salvage NameofContact: Ray BlackLurn Title: ' Street: 211 Ai rnort Road Cityrrown: Hyannis State: -MA ZIP Code: 02_60-1---0000 Telephone: 5_8-7 7 5-2 4 4 4 Ext.: FAX:(optional) ' Check here if there has been a change in the person undertaking the Response Action. I. RELATIONSHIP TO SITE OF PERSON UNDERTAKING RESPONSE ACTION(S): (check one) ' RP or PRP Specify: Owner ' Operator 0 Generator 0 Transporter Other RP or PRP: Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ' Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) Any Other Person Undertaking Response Action Specify Relationship: J. CERTIFICATION OF PERSON UNDERTAKING RESPONSE ACTION(S): ' I, Ray Blackburn ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii)that I am fully authorized to make this attestation on behalf of the entity legally responsible for . ' this submittal. I/the person or entity on whose behalf this submittal is made arfis 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: Q�dnP r (si ure) For: Blackburn Date: �7 pr 11 E,_Z9Q1 ' (print name of person or entity recorded in Section H) Enter address of the person providing certification,if different from address recorded in Section H: 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. Revised lr-QM Rirnamarfa.Q Fnrm.c RW.gr-oin tin nartl anrf n11 Page 3 of 3 ■ Atianti c, ENVIRONMENTAL TECHNOLOGIES, INC. II 1� Engineers & Environmental Scientists l4, ' i s. P 1 TEC,HNOIOGES.NC.4)AMnk . BCASM&eWROtWWX SCEMISt'S ,.r 1 PHASE I INITIAL SITE INVESTIGATION AND TIER CLASSIFICATION Blackburn Auto Salvage �'�, _ p 211 Airport Road y�o Hyannis, MA 02601 DEP RTN#4-1081 'o O 2 Prepared for: Massachusetts Department of Environmental Protection Southeast Regional Office ' 20 Riverside Drive Lakeville,MA 02347 Prepared by: ' Atlantic Environmental Technologies, Inc. 86 Faunce Comer Road, Suite 410 North Dartmouth,Massachusetts 02747 July 26, 2000 AET Job No. 5770.00 ' Founce Comer Office Park PO Bax 1051 86 Faunce Comer Rd -Suite 410 Sandwich,MA 02563 K Dartmouth,MA 02747 ' (508)888-9282 -FAX 888-5859 (508)997-5422-FAX 999-4060 emaltacWnc@cape.com emak atlan tic@ultranetcom t 14)- Aflank' July S,2 TECHNOLOGIES,IVC, BVGAVEERS&BVVIRONMENTAL SGBYT1515'; Mr. Jonathan Hobill MADEP Southeast Regional Office 20 Riverside Drive ' Lakeville, MA 02347 Q Al RE: Phase I/Tier Classification Blackburn's Auto Salvage 211 Airport Road so C� Hyannis, MA 02601 ' MADEP RTN #4-1081 s a �9 D Dear Mr. Hobill: On behalf of Mr. Ray Blackburn of Blackburn Auto Salvage, Atlantic Environmental ' Technologies, Inc. (AET) is pleased to submit the enclosed Phase I Environmental Site Assessment with Tier Classification. The Site has been classified as a Tier I Site. Should you have any questions or require additional information,please do not hesitate to contact the undersigned at your convenience. Sincerely Atlantic Environmental Technologies,Inc. Toivo A. Lamminen, Principal/Licensed Site Professional TAL/ceb Enclosures: Phase I Site Assessment Report Tier Classification ' cc: John C. Klemm,Barnstable Town Manager Thomas McKean,Barnstable Board of Health Ray Blackburn,Blackburn Auto Salvage ' Founce Comer Office Park PQ Bm 1051 86 Founce Corner Rd •Suite 410 Sandwich,MA 02563 R Dartmouth,MA 02747 (508)888-9282 •FAX 888-5859 (508)997-5422 9 FAX 999-4060 emait adeinc@capecom emak atlanti;@ultranetcom Phase I Initial Site Investigation and Tier Classification Blackburn Auto Salvage LDAtlanfic 211 Airport Road Hyannis, MA July 26, 2000—Page i ' MCP PHASE I INITIAL SITE INVESTIGATION AND TIER CLASSIFICATION Blackburn Auto Salvage ' 211 Airport Road Hyannis, MA ' IMP RTN # 4-1081 William R. Hoyerman, P.G. Division Manager Toivo A. Lamminen, J . Principal/Licensed Site Professional LSP # 6846 Phase I Initial Site Investigation and Tier Classification ■ Blackburn Auto Salvage MAtlantic ® 211 Airpo►t Road Kyannis, MA July 26 2000—Page ii MCP Phase I Initial Site Investigation and Tier Classification ' Blackburn Auto Salvage 211 Airport Road Hyannis, MA ' DEP RTN # 44081 1.0 INTRODUCTION.......................................................................................................I 1 1.1 Statement of Compliance.............................................................................................1 1.2 Background.................................................................................................................I ' 1.3 Ongoing and Future Activities.....................................................................................2 2.0 GENERAL SITE INFORMATION.............................................................................2 ' 2.1 Area Description............................................ 2 2.2 Area Geology..............................................................................................................3 2.3 Site Geology................................................................................................................3 1 2.4 Site Hydrogeology.......................................................................................................3 3.0 DISPOSAL SITE INFORMATION.............................................................................4 3.1 Site Description...........................................................................................................4 3.2 Disposal Site Boundaries.............................................................................................5 ' 3.3 Release Tracking Number............................................................................................5 3.4 Estimated Number of On-Site Workers........................................................................5 3.5 Estimated Residential Population within One-Half Mile Radius...................................5 ' 3.6 Institutions within 500 Feet..........................................................................................5 3.7 Natural Resource Areas within 500 Feet......................................................................5 4.0 SITE HISTORY..........................................................................................................6 ' 4.1 Owner/Operator and Operations History......................................................................6 4.2 Release History............................................................................................................6 4.3 Oil and/or Hazardous Material Storage History............................................................7 4.4 Waste Management History.........................................................................................8 4.5 Environmental Permits and Compliance History..........................................................8 ' 4.5.1 Environmental Permits.........................................................................................8 4.5.2 Compliance History..............................................................................................8 4.6 Potentially Responsible Parties.................................... ..........................................9 4.7 New England Datamap FirstSearchTm Environmental Report.......................................9 4.8 Municipal Records Reviews ........................................................................................9 ' 5.0 NATURE AND EXTENT OF CONTAMINATION..................................................10 ' Phase I Initial Site Investigation and Tier Classification Blackburn Auto Salvage Ditiantic® 211 Airport Road Hyannis, MA July 26 2000—Page iii 5.1 Soil............................................................................................................................10 5.2 Groundwater..............................................................................................................11 6.0 EXPOSURE POTENTIAL AND MIGRATION PATHWAYS .................................11 ' 7.0- EVALUATION FOR FURTHER IMMEDIATE RESPONSE ACTIONS .................13 8.0 TIER CLASSIFICATION OPINION.....................................................:...................13 9.0 CONCLUSIONS.......................................................................................................13 ' Fj�gyres Figure 1 Site Locus Map Figure 2 Site Map Figure 3 Primary Features of Site Figure 4 Aerial Photograph#1 Figure 5 Aerial Photograph#2 Figure 6 Locations of Properties Studies in Regional Phase I ESA Figure 7 Locations of Shallow Auger Holes and Quadrants Tables . Table 1 Soil Gas Testing Table 2 Metals Analysis ' Appendices Appendix A BWSC Transmittal Form ' Appendix B MADEP Correspondence Appendix C SEA Environmental Assessment Appendix D Environmental First Search Appendix E Numerical Ranking Scoresheet Appendix F Site Photographs ' Phase I Initial Site Investigation and Tier Classification Blackburn Auto Salvage tltlant■�c® 211 Airport Road Hyannis, MA July 26,2000-Page I 1.0 INTRODUCTION ' This Phase I Site Investigation and Tier Classification is submitted on behalf of Blackburn Auto Salvage, a private company located at 211 Airport Road in Hyannis, Massachusetts (Figure 1). Raymond Blackburn owns and operates the facility. Atlantic Environmental Technologies, Inc. (AET) has been retained by Mr. Blackburn to provide LSP and engineering services. Atlantic Environmental Technologies, Inc. (AET) has prepared this Phase I Initial Site Investigation Report (Phase I Report) in response to a Letter of Noncompliance (NON) from the Massachusetts Department of Environmental Protection (MADEP) dated March 9, 2000. This report has been compiled in order to document the results of a site inspection and limited historic investigation, and to facilitate Tier Classification of the subject site. 1.1 Statement of Compliance This Phase I and Tier Classification Report is required by 310 CMR 40.0480. The Tier Classification Transmittal Form (BWSC-107A) is found in Appendix A. At this time, a Tier IC permit, as required by 310 CMR 40.072, will not be submitted based upon financial tconstraints of Mr. Blackburn. Therefore, there will be no response actions conducted at the site until such a time that the Tier 1 C permit is filed and financial constraints resolved. At this time, it is anticipated that the permit will be filed within 3 months of filing this Phase I Report. In addition, the submission of a Phase II Scope of Work, as required by 40.0500, will also be delayed until the time at which a Tier IC permit is furnished. 1.2 Background In 1988, an environmental assessment was prepared by SEA Consultants on the property owned by Ray Blackburn, the Site, that abutted the Barnstable Municipal Airport. The purpose of this assessment was to evaluate the potential for a release or threat of release of oil or hazardous materials. The field portion of the investigation included the installation of three monitoring wells, advancement of soil borings and the collection of soil and groundwater ' samples. Soil samples were submitted for the analysis of priority pollutant metals. Groundwater samples were analyzed for the presence of purgeable organic compounds. Following completion of this investigation, SEA Consultants recommended that the report be submitted to the Massachusetts Department of Environmental Quality Engineering (DEQE) for their review and evaluation. Numerous locations of visibly stained soils were evident throughout the site and SEA recommended that the extent of these areas be delineated. The Monitoring Wells installed by SEA were not located during AET's site inspection and given the site usage, it is unlikely that these three wells, if located, would be functional. 1 ' Phase I Initial Site Investigation and Tier Classification Blackburn Auto Salvage Ditiantic0 211 Airport Road Hyannis, MA July 26,2000—Page 2 On May 3, 1991, MADEP classified Blackburn Auto Salvage as a Location to be Investigated (WSC 4-1081), and notified Mr. Blackburn by correspondence. The letter also stated that the 1 Blackburn Salvage yard was being considered a potential contributor to the contamination affecting the water quality at several public water supply wells for the Hyannis area. This letter requested that the owner of Blackburn Salvage yard contact a consultant and perform a ' Phase I Assessment to determine current soil and groundwater conditions at the property. No action was taken by the owner of Blackburn Salvage yard in response to this letter. On March 9, 2000, the.Massachusetts Department of Environmental Protection (MADEP) ' sent a Letter of Noncompliance (NON) to Blackburn Auto Salvage. The NON was issued based upon the failure of a Response Action Outcome Statement (RAO) or Tier Classification submittal to be filed at the MADEP by November 21, 1994. The NON stated that within 30 ' days of the date of the NON letter, a RAO or Tier Classification Submittal be submitted to the Department. Copies of the MADEP correspondence are located in Appendix B. A copy of the SEA Environmental Assessment is located in Appendix C. ' 1.3 Ongoing and Future Activities Currently, Mr. Blackburn has retained the services of Atlantic Environmental Technologies, ' Inc. (AET) to serve as consultants of record. Mr. Toivo A. Lamminen, Jr. has been retained as LSP of record, for completion of a Phase I Report and Tier Classification. ' 2.0 GENERAL SITE INFORMATION 2.1 Area Description Blackburn Auto Salvage (Site) is located at the end of Airport Road south of the Barnstable Municipal Airport runway (Figure 2). The surrounding area is commercially and industrially ' developed, with the exception the adjacent airport runway. Abutting properties include Quality Tire and Auto, European Car Service, Personal Watercraft Center, D. Scott Hogan and Custom Woodworking. Other nearby businesses include a bakery, embroidery center, piping and plumbing center, and auto service facilities. A property adjacent to the southeast side of the site appears to contain abandoned and junked vehicles. Phase I Initial Site Investigation and Tier Classification ■ Blackburn Auto Salvage tItlantic® 211 Airport Road Hyannis,MA July 26,2000-Page 3 2.2 Area Geology The site is located on a relatively flat plain of approximately 50-feet elevation on the southwestern side of the Barnstable Municipal Airport. The surrounding regional topography slopes gradually from north to south, with Hyannis Harbor located approximately one mile to the south. Waquaquet Lake and its associated ponds are located approximately one mile to the west, and the Village of Hyannis is located immediately southeast. ' Soils in the area are part of the Barnstable Outwash Plain deposits, a surficial layer of sand , and gravel that formed during the last glacial period at the terminal position of the New England ice sheet. The outwash deposits overlie a much thicker layer of glacial till and ' glaciomarine clay that formed at the extreme terminus of the New England ice sheet. According to previous investigations at the adjacent Barnstable Municipal airport (Horsley & Witten 1997; IEP, 1990; Fugro East, 1993 and 1996; and Horsely & Witten, 1995) local soils ' in the area consist of fine to coarse sand mixed with variable quantities of gravel and pebbles. This sand extends to a depth of approximately 65 feet below surface.grade (BSG) where it is in contact with a gray silt and clay unit. The clay appears to underlie the entire airport and surrounding area. The local bedrock is composed of an igneous to metamorphic grade of rocks of probable Proterozoic age (Guzwa et. al, 1977). The rocks do not outcrop anywhere in the area,and very little other information is available concerning their precise composition. According to Horsely & Witten (1997), bedrock lies approximately 300 feet below ground surface in the area surrounding the Barnstable Municipal Airport. 2.3 Site Geology Soil borings advanced at the subject property by SEA Consultants encountered dense, fine to coarse sand with trace amount gravel in the subsurface soils. Soil borings were advanced to a maximum depth of 35 feet BSG. 2.4 Site Hydrology Blackburn Auto Salvage is located in a sole source aquifer protection area as defined by the 310 CMR 40.0930. Site-specific groundwater flow direction and velocity at the site cannot be determined by AET at this time since three monitoring wells that were installed have not yet been located and most likely have been destroyed. Phase I Initial Site Investigation and Tier Classification ■ Blackburn Auto Salvage ������I�® 211 Airport Road Hyannis,MA July 26,2000—Page 4 In 1988, SEA Consultants installed three monitoring wells at the Site. Following their installation, SEA observed groundwater levels in the wells ranging from 27 to 29 feet BSG. Following a survey of these wells, the general direction of groundwater flow appeared to be in the east to northeasterly direction. This is in agreement with earlier studies done on the adjacent Barnstable.Municipal Airport by IEP and Horsley and Witten. 3.0 DISPOSAL SITE INFORMATION ' 3.1 Site Description The site is an auto salvage yard located along the southern boundary of the Barnstable ' Municipal Airport in Hyannis, Massachusetts (Figure 2). The property is trapezoidal in shape, narrow on the northwestern end and widening toward the southeastern end. Figure 3 depicts the primary features of the site. The access gate is located at the southwestern end of the property at the end of Airport Road. I Two small buildings are located inside the gate; a 10 x 10 foot wooden office building and a 20 x 10 foot metal roofed Quonset hut. Two 200-250 gallon propane tanks are located north of the buildings. Beside the Quonset but is a 40-foot long flatbed trailer stacked with five to six layers of automobile batteries. Beside the trailer is a 4x4 foot pallet which is stacked with 5-6 layers of batteries. Numerous batteries are also stacked in various vehicles and stored on ' the ground throughout the facility(Appendix F - Photos 1 and 2). Junk vehicles line all sides of the property and cover the interior, except for an access road down the middle of the property (Appendix F - Photos 3 and 4). Nine unlabeled 55-gallon drums containing unidentified fluids and two 30-gallon drums also containing unidentified ' fluids are located approximately 150 feet from the gate along the runway side of the facility. Additional unlabeled 55-gallon drums were located at the eastern end of the facility near a large tire pile, and east of the portable car crusher. A pile of crushed gasoline tanks were located northeast of the car crusher during the site inspection and were leaking out some residual gas from the gas tanks (Appendix F - Photos 5 and 6). Other OHM found on the site includes antifreeze containers with fluid, and a 5-gallon bucket of hydraulic oil. The Site Address, Latitude, Longitude and UTM Coordinates for the site are listed below: Site Address: Blackburn Auto Salvage 211 Airport Road Hyannis, MA 02601 Latitude 41.67°north Longitude 70.29'west Phase I Initial Site Investigation and Tier Classification Blackburn Auto Salvage tItlantic® 211 Airport Road Hyannis,MA July 26,2000-Page S a UTM Coordinates 4,614,100 meters North 392,400 meters East 3.2 Disposal Site Boundaries Based upon the limited assessments completed to date, the disposal site conforms to the property boundaries as depicted on Figure 2. 3.3 Release Tracking Number On May 3, 1991, MADEP classified Blackburn Auto Salvage as a Location to be Investigated ' (WSC 4-1081), based upon available information. The letter also stated that the Blackburn Salvage yard was being considered a potential contributor to the contamination affecting the water quality at several public water supply wells for the Hyannis area. There are no other known RTNs associated with this site. 3.4 Estimated Number of On-Site Workers There are up to 5 employees on-site during an eight hour shift. ' 3.5 Estimated Residential Population within One-Half Mile Radius Data Map Technology Corporation estimated that the residential population within a one-half mile radius of the site is approximately 370 people. The area is primarily commercial and industrial, which accounts for the relatively small number of residents in the area. 3.6 Institutions within 500 Feet Visual observation and record reviews indicate that no hospitals, schools, or institutions that provide overnight housing to children or the elderly are located within 500 feet of the subject property. The New England First SearchTm Database confirms that no schools are located within 500 feet of the Subject Property(Appendix D). 3.7 Natural Resource Areas within 500 Feet Surface Waters: No surface waters are located within 500.feet. Several Ponds lie within 1- mile of the subject property. Three unnamed ponds are located approximately 1500-feet west of the subject property. Flintrock Pond is located approximately 2500 feet northeast. Mary Phase I Initial Site Investigation and Tier Classification Blackburn Auto Salvage MAtiantic® 211 Airport Road Hyannis, MA July 26,2000—Page 6 Dunn Pond is located approximately 3000-feet east. Two unnamed ponds are located between 2000-3000 feet east southeast, and several small ponds are located 2500-3000 feet southwest. Wequanquet Lake, the closest large fresh water body, is located approximately 2 miles west of the site. Lewis Bay is located 2 miles to the south, and Barnstable Harbor is located three miles to the north. ' Drinking Water Supplies: Accordingto the Environmental FirstSearch' Report, the entire P , site overlies a sole source aquifer. The entire site is also located within multiple Zone II designations for multiple public water supply wells. The nearest public water supply wells are located approximately 2300 feet northeast of the site. These wells include the Maher ' Well, the Mary Dunn Well and the Barnstable Fire District Well. ACEC: Based upon a FirstSear&' map of Established Habitats of Rare Wildlife and Certified Vernal Pools, there are no ACEC's located within 500 feet of the subject property. There are 6 Protected Open Spaces within 1-mile of the subject property. There are three Estimated Habitats of Rare Wetlands Wildlife located within 1-mile of the subject property. t4.0 SITE HISTORY 4.1 Owner/Operator and Operations History This site is identified as Lot 1 on the Hyannis Assessor's Map 312. Mr. Blackburn reports that the site was purchased in 1957 and has been used as an automobile salvage yard since that time. There are no building records or other public information readily available that would indicate the use of the property prior to the 1957 purchase date. Currently, the site is occupied by the salvage yard that extends over approximately 80 percent of the site. The southerly portion of the site is occupied by scattered vegetation and trees. I 4.2 Release History During a 1988 limited environmental site assessment, SEA noted the presence of numerous ' locations of stained soils. In addition, elevated levels of lead, antimony and thallium were detected in surficial soils (Table 2). Sampling of groundwater monitoring wells noted the presence of Freon in the groundwater samples. This level was not in exceedence of any standard at that time. These results are explained in greater detail in Section 5.1 of this report. These analytical results are the only analytical results that have been collected to date. ' Phase I Initial Site Investigation and Tier Classification .. Blackburn Auto Salvage MAtlantic® 211 Airport Road Hyannis,MA July 26, 2000—Page 7 ' This analytical data indicates that a release of metals has occurred at the site that has impacted the surficial soils. Based upon the low solubility and their ability to resist degradation, metals can remain in the soils for indefinite periods of time. Therefore, it is not known when the ' release to the soils occurred. Antimony is paired with lead to form an antimonial lead ore which is used in batteries to promote storage times (Alloway, Heavy Metals in Soils 1990). Lead is also a primary component of batteries. Therefore, it is suspected that the gross ' storage of batteries at the site, stored both on the ground as well as in trailers, is the cause for the elevated levels of lead and antimony in the soils. However, no reference to the use of thallium in automobiles was located. The listed industry uses of thallium do not appear to parallel the current use of the site. Therefore, the sources for the elevated levels of thallium are unknown. There are also numerous conditions at the site that historically or currently represent potential sources of a release at the site. These items are the crushed gasoline tanks stored on the property, the numerous locations of unlabeled 55-gallon drums and the stained soil (Photos 5 and 6). These releases are only suspect at this time, since no soil or groundwater samples have been collected from this area and no analytical testing or field screening was completed. 4.3 Oil and/or Hazardous Material Storage History ' According to the Hyannis Fire Department, Health Department and Mr. Ray Blackburn, there is no record of any underground storage tanks at the site. AET observed two above ground storage tanks, which appeared empty, during the site walkover. Current OHM storage at the site includes numerous 30 and 55-gallon containers of unlabeled ' materials clustered in groups ranging from 2 drums to a dozen drums (Photos 1, 7 and 8). It is assumed that these drums contain fluid products associated with automobiles, such as gasoline, transmission oil, motor oil and possibly fuel oil. In addition, several containers of less than 5-gallons capacity were also observed to be located throughout the facility, and also appear to contain liquids such as antifreeze, motor oil, or transmission fluid. Several hundred automobile batteries are stored outside the office building, and dozens more are scattered throughout the facility in vehicles, on vehicles, and on the ground (Photos 1 and 2). All Site Photographs are located in Appendix F. Since the property has been owned and operated by the same individual since 1957, it is assumed that the storage of oil and hazardous material has not drastically changed since the ' property began operation as a salvage yard. No documentation indicating the quantity, types ' Phase I Initial Site Investigation and Tier Classification Blackburn Auto Salvage MAtlantic® 211 Airport Road Hyannis, MA July 26, 2000—Page 8 and names of oil and hazardous material utilized by the salvage yard were made available at this time. ' 44 W Management Waste Ma ageme t History Disposal procedures•for OHMS housed within the junk vehicles is completed prior to the crushing of the vehicles. Blackburn Auto Salvage contracts with a car crushing company to periodically visit the site. This portable company sets up on the property and crushes the junked cars. Prior to crushing the cars, Blackburn Auto Salvage stated that the fluids are drained into various containers prior to the crushing of cars. The fluids are then sent off-site for disposal. The crushed cars are also sent off-site to be recycled. Site interviews indicate that there are no direct subsurface disposal systems at the site. This includes disposal into septic fields and or leaching fields. There are also no surface water discharges to either natural or man-made water bodies and discharges to wastewater treatment I ' plants. 4.5 Environmental Permits and Compliance History 4.5.1 Environmental Permits The are no licenses or permits pertaining to the site on file at the Hyannis Fire Department. 4.5.2 Compliance History On May 3, 1991, MADEP issued a `Location to be Investigated' letter to Blackburn Auto ' Salvage and issued tracking number WSC 4-1081. On June 15, 1994, MADEP issued another `Location to be Investigated' letter to Blackburn Auto Salvage and noted that new regulations had been promulgated under the Massachusetts Contingency Plan (MCP). On January 13, 1998, the Hyannis Health Department inspected the site and noted in the inspection log that batteries were being stored on a flat bed trailer, and that drums of mixed gasoline and oil were being stored on site. ' On March_ 9, 2000, MADEP issued a Notice of Non-Compliance (NON) for the site. The NON states that a Response Action Outcome Statement (R.AO) or Tier Classification was due by November 21, 1994. The NON stipulates that an RAO or Tier Classification submittal must be submitted within 30 days of receiving the March 9, 2000 NON. ' Phase I Initial Site Investigation and Tier Classification Blackburn Auto Salvage 4)Atlantic211 Airport Road Hyannis, MA July 26,2000—Page 9 ' 4.6 Potentially Responsible Parties The NON issued by MADEP identifies Blackburn Auto Salvage as a potentially responsible party for the release on Airport Road, in Hyannis, Massachusetts. ' 4.7 New England Datamap FirstSearch"m Environmental Report - In preparation of this report, a search of New England Data Maps FirstSearchTM Environmental Database (FirstSearch) was conducted. FirstSearch documentation is located in Appendix D and indicates that: ' • Sixteen(16) State Sites are located within a 1.00-mile radius of the subject property, • Twelve (12) Spill Sites are located within a 0.50-mile radius of the subject property, • One (1) site that has a registered UST is located within 0.25 mile radius of the subject property, • Four (4) sites that are registered RCRA generators of hazardous waste are located within 0.25 mile radius of the subject property, • Thirteen (13) Non-Geo coded sites are located within the same zip code as the subject property. In 1994, HMM Associates completed a Regional Phase I that focused on the groundwater contamination present in the Barnstable Study Area. The subject site is within this area and was one of the selected study sites. Figure 6 depicts the locations of the properties studied in the Phase I. Two classes of contamination were identified throughout the study area. These classes were aromatic hydrocarbons (BTEX) and halogentated hydrocarbons. The plume of chlorinated hydrocarbons has impacted the Maher Well Field. In 1991, the wellfield was shut down for an eight-month period and the contamination is currently being treated by an air stripper prior to potable usage. 4.8 Municipal Records Reviews Files were reviewed and interviews conducted at the Town of Barnstable Municipal Offices. Health Department Two `Locations to be Investigated' letters are on file at the Health Department for Blackburn Auto Salvage. The first letter is dated May 3, 1991 and the second letter June 15, 1994. The Health Department also conducted a site inspection on January 13, 1998 during which drums of mixed gasoline and fuel oil were noted on site, along with the storage of batteries. i ' Phase I Initial Site Investigation and Tier Classification Atlanfic® Blackburn Auto Salvage 2/1 Airport Road Hyannis,MA July 26, 2000—Page 10 Fire Department ' The Fire Department conducted a 21 E investigation approximately five years ago. The report noted that the site was used for used car storage, battery storage and numerous spills of ' unknown size and quantity. ' Building/Inspections Department No records are on file for the site at the Hyannis Building Department. 5.0 NATURE AND EXTENT OF CONTAMINATION Due to the limited degree of assessment that has been conducted at the subject property to date, the nature and extent of soil and/or groundwater contamination has not been fully ' determined. Limited preliminary laboratory testing by SEA in 1988 has revealed that the metals are present in the soils and Freon 11 is present in the groundwater. However, various conditions at the site have been identified that could currently represent potential sources of a ' release of petroleum products at the site. ' 5.1 Soil SEA Consultants advanced sixteen soil hand 'auger holes at the property. These auger holes ' ranged in depth from six inches BSG to 24 inches BSG. The soil gas environment within that hole was analyzed for the presence of volatile organic compounds (VOCs). VOCs were ' detected using a Photovac Photo-Ionization Detector (PID). Soil samples for metals analysis were collected by compositing soil samples from the first six inches of the four shallow auger holes that were advanced in each of the four quadrants of the site. Figure 7 depicts the ' locations of the shallow auger holes and the Quadrants. These composites were then combined to form one composite sample to be submitted from each Quadrant. During the site walkover by SEA, the PID registered readings slightly above background when passing over areas of oil staining. The results of the soil gas testing is located in Table. ' 1. Four auger holes have readings of VOC levels that exceed the background level by a factor greater than ten. Figure 7 depicts the locations of these auger holes. It is supposed that these ' soil gas levels are caused by the presence of VOCs in the soils. There are many sources of VOCs on the subject property. Some of these include the numerous unlabeled drums and crushed gasoline tanks. The presence of wide-spread soil staining also validates this ' reasoning. Phase I Initial Site Investigation and Tier Classification Blackburn Auto Salvage �f�G11r�C® 211 Airport Road Hyannis, MA July 26,2000—Page I I The only laboratory analysis conducted by SEA on the soils at the site was for the analysis of tmetals. These results are located in Table 2. The following metals were detected at concentrations that exceeded the MADEP Method 1 S-1/GW-1 and S-1/GW-3. The soil ' samples from which this data was derived was collected in a potentially misleading and misrepresentative manner. The collection of a laboratory sample from the compositing of samples does not allow for an understanding of the extent of the contamination nor does it ' represent an average or statistical measurement regarding the actual levels of metals concentration. The fact that sample analysis detected elevated levels of metals leads the analyst to concur that the levels present at the site are of concern and require additional ' analysis. 5.2 Groundwater ' SEA Consultants installed three monitoring wells on the subject property. Groundwater samples were collected from two of these monitoring wells. The samples were analyzed for purgeable organic compounds (EPA Method 624) by a state certified laboratory. No ' compounds were detected above the laboratory-detection limit for Monitoring Well MW-2. The only compound detected above the laboratory-detection limit for Monitoring Well MW-3 was trichlorofluromethane, also known as Freon 11. This compound was detected at 190 ' parts per billion(ppb). This level is far below the Reportable Concentration of 1000 ppb. ' As discussed in Section 5.1, there are numerous locations at the site that could pose a potential release of petroleum to the subsurface. Since the duration, type and amount of ' contaminant potentially released to the subsurface is unknown, it is possible that these substances could have migrated to the groundwater. Therefore, the impact to groundwater will need to be investigated for a number of potential contaminants. 6.0 EXPOSURE POTENTIAL AND MIGRATION PATHWAYS ' This section will describe and evaluate, to the extent known, the P wa s ath exposure resent at P pathways the site. In addition, human exposure to OHM at the disposal site will be discussed, along ' with the identification of potential impacts to environmental receptors. The subsurface investigation, performed by SEA in 1988, identified lead, antimony and thallium at levels that exceeded the applicable soil cleanup objectives. Based upon this data, the soil at the site has been designated as a potential exposure pathway in accordance with 310 CMR 40.1512(1). f ' Phase I Initial Site Investigation and Tier Classification ��f�C�nf�C® Blackburn Auto Salvage 21/Airport Road Hyannis, MA ' July 26,2000—Page 12 During the site walkover, AET personnel observed a pile of crushed gasoline tanks located ' northeast of the car crusher that were leaking gasoline fluids onto the sandy soil below where it briefly stained the soils. Based on the documented highly permeable nature of the soils at ' the site and the rapid mobility of gasoline, it is supposed that these compounds will travel directly downward to the groundwater table. Although no laboratory samples were collected, based on the above reasoning, it does appear that a release of oil to the soil and groundwater ' has been identified. Therefore, in accordance with 40.1512(2), evidence of groundwater contamination has been identified at the site. The primary migratory pathway for petroleum ' released to the subsurface is assumed to be migration with groundwater flow in a southeasterly direction. Since no subsurface utilities or subsurface obstructions are known to intersect the groundwater table, preferential migration is probably not occurring. Surface water is not being considered as an exposure pathway for the site because OHM ' attributable to the site is not likely to be identified in surface waters because there are no bodies of surface water present at the site or adjacent to the site. ' During the site walkover, AET personnel detected a heavy gasoline like-odor in the immediate vicinity of the stockpiled gasoline tanks. It is supposed that this odor can be attributed to residual gasoline leaking from the tanks. According to 40.1512(4), an odor that is reasonable attributed to a release of OHM is used to identify evidence of air contamination at the site. However, this designation assumes no exposure pathway. The potential that ' indoor air quality at the site will be impacted is not viewed as high since the depth to groundwater is greater than 15 feet and occupied buildings are minimal at the site. ' f h it and groundwater contamination are all located aboveground. The presumed sources o the so gr g These sources include the numerous batteries which litter the property, the leaky crushed gas tanks, multiple locations of 55-gallon drums, some of which are leaking, and many others. Based upon these locations, it is presumed that the majority of human exposure to the OHM at the site could occur through inhalation, dermal contact and/or ingestion. The lead at the site can remain accessible to the food chain and human metabolism for an indeterminate time as it is quite stable and located at a very shallow depth at the site. Natural resource areas surrounding the site are listed in Section 3.7 of this report. Groundwater contamination present in the immediate vicinity of the site, and potentially emanating from the site, needs to be addressed by a Phase II Comprehensive Site Assessment. ' Phase I Initial Site Investigation and Tier Classification MAtianticBlackburn Auto Salvage 21/Airport Road, Hyannis,MA ' July 26, 2000—Page 13 ' 7.0 EVALUATION FOR FURTHER IMMEDIATE RESPONSE ACTIONS Based upon the limited assessment of soil and groundwater conducted at the site to date and lack of current soil and groundwater analytical data, the current need for an immediate response action at the site cannot be properly gauged. A comparison of documented site conditions in 1988, when compared to the criteria in 310 CMR 40.0111 does not indicate that ' an Imminent Hazard is currently present at the site. However, if future assessment and investigation discovers conditions that in accordance with 310 CMR 40.0310, require the initiation of Immediate Response Actions, then these will be promptly initiated. ' 8.0 TIER CLASSIFICATION OPINION In accordance with 310 CNIR 40.1500, the Numerical Ranking System (NRS) Scoresheet has been completed for the subject site. It is the opinion of the LSP of Record, Toivo A. Lamminen, Jr. that the calculated NRS score of 443 classify the disposal site as a Tier IC site. The Scoresheet and an Attachment showing supporting calculations are located in Appendix E and the accompanying Transmittal Form, BWSC 107A, in Appendix A. ' Due to the limited degree of assessment that has been previously conducted by SEA at the subject property to date, contaminants present in the soil and groundwater contamination have not yet been fully identified. Limited preliminary laboratory testing has revealed that the metals are present in the soils and Freon 11 is present in the groundwater. Completion of the Numerical Ranking Scoresheet included in Appendix E was based upon the laboratory data ' confirming the presence of these compounds. However, various existing conditions at the site have been identified that could currently represent potential sources of a release of petroleum products at the site. Based upon this, it is highly probable that a future Phase II Investigation will detect additional site conditions that may change the Tier Classification at the site. If this occurs, a new NRS will be completed that will better represent current conditions at the site. 9.0 CONCLUSIONS ' Prior environmental assessments by SEA in 1988, laboratory analysis, and field observations have determined that a release has impacted soil and potentially impacted the groundwater. The primary contamination has been classified as lead. There are numerous locations on the property that could represent a potential release of petroleum to the subsurface. The nature and extent of contamination can only be determined by performing a Phase II Comprehensive ' Site Assessment of the site. Prior site conditions classify the site as a Tier IC disposal site. -'rot i t 1 t. •- ` . ` a�, �:/ p 'l�.--!^ 1. 1' .'ice �ty�•. IJ a�I ,� it t� 1 41, P - � Tf I 1 .,�•- ..�-'I;,lr►..;L� �../� 'fir ,� ...,-j�'�� 1 � 1 rr� � ' � � It .. 11 FigureATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC. �' 1/ INIF-ComerRoad.S.H*4110 Site Locus Map North Darono,oh,wasachmome 02747 Blackburn Auto Salvage D' I - — _ \\ V. 1 ! Will 1 \\ \ i 4 '•\\ 1 01 oil f \ , \' I \1\ f1! ' . i = ' T O W N O N A N N 1 T A N t 1 i 1 0 N N A P N 1 C I N f O N NI • T 1 0 N 1 If 1 T 1 • 1 U N I T r rtlIABffAIE NINr *NIE:fti rd •aWE l Pw1warNMO¢kr�llN�far 11UASXM Il�ao�NN'bd*wWWWin]PISwd*Ap0+4Ar1Nr1 w � N�w rmwltdbld dpl�rylrrdrr/.lY1wNrIN w M.SrNI 11"*0dl�t Mw1Nd1�ir Iw§w �M60 0 100 21111 Mon a dlmbd dlNnpadaadddbwdipsb*ddd�A Gl�ria�bNrNkdlpddNwmlpdMrMNdNd�AooiNfSWded1 II101�10DIIIt• 1•=i10. 411br d/rdldl'-1®1.►rd wd1�6Mtrrt00D dMwdeiiAmsfslNraµ ATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC Site Map PROJECT#: 5770.00 86 Faunce Corner Road,Suite 410 Blackburn Auto Salvage Abo ve ove North Dartmouth,Massachusetts 02747 Airport Road SCALE: Figure 2 508 997-5422 Hyannis,Massachusetts DRAWN BY: JW on 7/18/2000 Runway North Vehicles 3 '► Gj �> t ► Two 55-gal. Drums ; Pile > ; Puddles w/ Sheen (contents unknown) ; Of � I � Tires 150/200 g. Roa `�' Propane Tanks 0 d waY 0 Quonset Hut Flatbed Trailer & '�� 5 ;-�_ --- Trailer Pallet loaded w/ 4 -T---- Hubcaps Batteries Old SUV .loaded w/ ___ Pile of Gate Building Batteries ,�` ---- ; i Engines, I Batteries ► -� Batteries t , of Tires,,__ Portable Car & 55-g al. ' CD Stained ► CD Vehic/es '', Crusher ` i drums (filled' cO %\Soil ► t with fluids) , ile of Tires 6 ' t t t - Small ; Strong t 1: Nine 55-gal.drums&two full 30-gal. drums j Gasoline, Piles j , of Tires , 2: Box truck loaded with 55-gal. drums (some are crushed, all appear empty, no staining) ►Odor t ► 3: Two 55-gal.drums next to small dump truck(drums are full and partially full) (Source Unclear) 4: Crushed cars leaking antifreeze(green)onto the ground Fenced in 5: Crushed pile of gas tanks(residual gas leaking onto ground, gasoline odor present) Lot with 6: Old tow truck next to 5-gal. bucket of hydraulic fluid(full) &some batteries Junk Cars ATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC Primary Features of PROJECT#: 5770.00 Blackburn Auto Salvage Figure 3 J 86-Faunce Corner Road,Suite 410 Airport Road SCALE: Not to Scale g North Dartmouth,Massachusetts 02747 Hyannis,Massachusetts Y DRAWN BY: JW on 7/18/2000 � �\ - _..�•-'`� ~ ,c` ►tea � ,y 'S� '+ �• � .i r ti��v �.. 1, '> �. .���, �p� .°,� is - �, �• `` i s ,g''99i'`r` r.i_ r"i+°'' °v1r !J. rr�. -�;':i '• * j•+4°�.•tS' - Z?Qg+ ! 10 IL IW { •t ." P'r'tbr? !- -p, -+.%•- .i6' !i •14.3 Y, ^• '.a �►. Road,ATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC,; Blackburn Auto Salvage Suite 410 Airport Road SCALE: Not to Scale NorthDartmouth.Massachusetts 02747 1. on 111 d k j' �t. f .. y u `F- - -.,K i� � ��� •-! :� _ BEY•.. -s r ATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC Blackburn Auto Salvage PROJECT#: 5770.00 86 Faunce Corner Road,Suite 410 Airport Road SCALE: Not to Scale Figure 5 North Dartmouth,Massachusetts 02747 Hyannis,Massachusetts 508 997-5422 DRAWN BY: JW on 7/18/2000 rr � EPENDENCEDR 4 •11 �! 3� b BF02 Aal MDt® 3 p®� Iced \ Pad ! MD3 ( 2 4 ' FGnneCt MD2 ! Pad MD17 a7Dmm 21 Pmd Q ® � a 0 22. � ROAD 060 BAt / 10,10 BARNSTABBLPEOMUNICIPAL �� 4 9 / 7� 16 15 7 2 K,w Sao! 40 ►ad � 1 11 ` UftIft0A0 12 �11AE3 O ' pA1 . 13 / + C FNrFR� k�ir q,� � Est• � ... . Hyannis PATH ST• a `� N W E S n ATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC PROJECT#: 5770.00 86 Faunce Corner Road, Suite 410 Blackburn Auto Salvage SCALE: Notto Scale Figure 6 L _ North Dartmouth,Massachusetts 02747 Airport Road —r 508 997-5422 Hyannis, Massachusetts DRAWN BY: JW on 7/17/2000 e 20 Ao G2.4.04 E,2'r aiN S V 4 a N .� 11> ,c Y RAYMOAIO\ pi2,C.E` � 0 Q� 13�Acx13c►¢u`. n 9. �\ QUAD 3 C4 A 3 ,\ Ig D4 A % a 83 �� QUAD 4 '. \ , ' A4 B4 a C 1 J v Dt�• � �� CP � �VW-2 3 J? QUAD 1Jr D2 \ QUAD 2 Al AP LEGEND 19 /N as MONITORING WELLS \ B 1 • A2 t!1 AUGUR HOLES � A4 88g9g B2 i Locations of Shallow Auger Holes and Quadrants ATLANTIC ENVIRONMENTAL TECHNOLOGIES,INC Blackburn Auto Salvage PROJECT#: 5770.00 86 Faunce Comer Road,Suite 410 Airport Road SCALE: 1 130' Figure 7 North Dartmouth,Massachusetts 02747 Hyannis,Massachusetts 508 997-5422 DRAWN BY: JW on 7/18/2000 ' Table 1 Soil Gas Results Blackburn Auto Salvage 211 Airport Road,Hyannis,Mass 02601 ' Quadrant in Concentrations of Total which Soil Gas Sample Auger Hole ID Ionizable Compounds(TICS) was analyzed present in soil gas(ppm) # 1 A 1 .< 1.0 # 1 B1 < 1.0 # 1 C1 < 1.0 t # 1 D1 < 1.0 #2 A2 132 #2 132 < 1.0 #2 C2 41 #2 D2 < 1.0 #3 A3 < 1.0 ' #3 133 < 1.0 #3 C3 < 1.0 #3 D3 < 1.0 ' #4 A4 5 #4 B4 < 1.0 #4 C4 5 #4 D4 < 1.0 ' Concentrations of TICS that were detected at levels that significantly exceeded background are shown BOLD and Underlined Table 2. Soil Quality Summary Table Blackburn Auto Salvage,211 Airport Road,Hyannis,Mass 02601 MADEP MADEP MADEP Method I Method 1 Method 1 Cleanup Cleanup Cleanup Sample ID: Quad 1 Quad 2 Quad 3 Quad 4 Standard Standard Standard Matrix: Soil Soil Soil Soil (S-I/GW--1) (S-21GW-1) (S-31GW-1) Analyte Concentration: mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg METALS Antimony 16.9 16.5 16.9 18.3 10 40 40 Arsenic 8.8 7.6 10.1 6.8 30 30 30 Barium -- -- -- -- 1,000 2,500 5,000 Beryllium U(0.4)- U(0.4) U(0.4) U(0.4) 0.7 0.8 3 Cadmium 2.2 2.9 2.3 3.5 30 80 80 Chromium 9.2 9.5 10.9 14.5 1,000 2,500 5,000 Lead 170 240 210 300 300 600 600 Mercury U(0.21) U(0.21) U(0.21) U(0.21) 20 60 60 Nickel 16.1 19.4 10.9 40.5 300 700 700 Selenium 0.2 0.2 U(0.1) 0.1 400 2,500 2,500 Silver U(0.06) U(0.06) U(0.06) U(0.06) 100 200 200 Thallium 10.6 10.7 10.7 U(10.0) 8 30 100 Vanadium -- -- -- -- 400 2,000 2,000 Zinc 290 140 200 380 2,500 2,500 5,000 Copper 18.3 34.9 37.0 73.4 ns ns ns Analyte concentrations that match or exceed the MADEP S-1/GW-1 Groundwater Cleanup Standards are shown BOLD and UNDERLINED. -- Not analyzed. MADEP Massachusetts Department of Environmental Protection ns No Standard Established U Not detected at the indicated method detection limit concentration. mg/Kg milligrams per kilogram (dry weight-equivalent to parts per million) 1 1 1 1 1 1 1 1 1 1 1 1 1 � 4)Atlantic• � aoandixa - awSCForm I � Massachusetts Departrnent'of Environmental Protection BVIIgC.107A Bufeau of Waste Site Cleanup.. TIER CLASSIFICATION,TIER 11 EXTENSION 8 pAimeT" Numbr TIER II TRANSFER TRANSMITTAL FORM ` ' . 4 1081 �. Pursuant to 310 CMR 40.0510 and 40.0560(Subpart E) A. DISPOSAL SITE LOCATION: Disposal Sicae Name: Blackburn Auto Salvace_.. ..._. Street: 211 Airport Road Location Aid: CWTown: Hyannis ZIP Code: 02601-0 ' Related Release Tracking Numbers That This Submittal Will Address: `r0 f B. THIS FORM IS BEING USED TO: (check all that apply) ' J Submit a new or revised Tier Classification Submittal for a Tier I Site,including a Numerical Ranking Scoresheet 9� O (complete Sections A,B.C,1,J.K and Q. G+� O,y Submit a new or revised Tier Classification Submittal for a Tier 11 Site,including a Numerical Ranking Scoresheet (complete Sections A,B.C.F.G.I,J,K and Q. Submit a Notice that an additional Release Tracking Number(s)is(are)being linked to this Tier Classified Site and rescoring is not required at this time(complete Sections A,B,J,K and L). If this submittal is for a Tier 1 Site,you must also submit a Minor Permit Modification Transmittal Form(BWSC-109). List Additional Release Tracking Number(s): J Submit a Phase 1 Completion Statement supporting a Tier Classification Submittal(complete Sections A,B,I,J,K and Q. ._I Submit a Tier II Extension'Submittal for Response Actions at a Tier 11 Site(complete Sections A,B.D.F,G,I,J,K and L). 7 Submit a Tier 11 Extension Submittal for Response Actions taken after expiration of a Waiver,pursuant to 310 CMR 40.0630(4) (complete Sections A,B.D,F,J,K and L,and also complete Sections G and I or Section H).• ' ❑ Submit a Tier 11 Transfer Submittal for a change in person(s)undertaking Response Actions at a Tier II Site (complete Sections A,B,E,F,G,I,J,K,L,M.N and O). ❑ Submit a Tier 11 Transfer Submittal for a change in person(s)undertaking Response Actions at a Waiver Site,pursuant to 310 CMR 40.0630(6)(complete Sections A,B.E,F.J,K,L,M,N and O,and also complete Sections G and I orSectian H).• You must attach all supporting documentation required for each use of form Indicated, ' Including copies of any Legal Notices and Notices to Public Officials required by 310 CMR 40.1400. 'NOTE: The Waiver expires on the effective date of this submittal and all further Response Actions must be taken as a Tier 11 Site. C. TIER CLASSIFICATION SUBMITTAL: Numerical Ranking Score for Disposal Site:(from Numerical Ranking Scoresheet) 441 Proposed Tier Classification of Disposal Site: (check one) ❑ Tier IA ❑ Tier IB Tier IC ❑ Tier II Check which,if any,of the Tier 1 inclusionary criteria are met by the Disposal Site,pursuant to 310 CMR 40.05M: ❑ Groundwater is located within an Interim Wellhead Protection Area or a Zone II,and there is evidence of groundwater contamination by an Oil or Hazardous Material at the the of Tier Classification at concentrations equal to or exceeding the appGaable RCGW-1 Reportable Concentration set forth in 310 CMR 40.0360. ' ❑ An Imminent Hazard is present at the time of Tier Classification. ❑ Check here if this Tier Classification revises a previous submttal for this Disposal Site.You must indude a revised Numerccal Ranking Scoresheet with this submittal. If a Tier I Permit has been issued,you may also need to submit a Major Permit Modification AppOcatian(BWSC 10). ' If incorporating additional Release(s)into the Disposal Site,Gst Release Tracking Number(s): D. TIER II EXTENSION SUBMITTAL REQUIREMENTS: State the w0ration date of the Tier 11 Classification or Waiver for the Disposal Site,whichever is applicable: Attach a statement summarising why a Permanent or Temporary Solution has not been achieved at the Disposal Site. A Tier U Extension Is effective for a period of one year beyond the curient expiration date of the Tier fi Classification or Waiver. E. TIER q TRANSFER SUBMITTAL REQUIREMENTS: State the proposed effective data of the change in person(s)undertaking Response Actions at the Disposal Site: Attach a statement summarizing time reasons for the proposed change In person(s)undeftaking the Response Actions. ' All Response Actions must be completed by the deadline applicable to the person who first filed either a Tier Classification Submittal for the Disposal Site or received a Waiver of Approvals. Rendsed 4I6/g5 Cr1nar-Radac Fnnnc RW.Rr-A1 f)fin narti and n14 Paos 1 of 4 Massachusetts Department of Environmental Protection BWSC-107A Bureau of Waste Site Cleanup TIER CLASSIFICATION, TIER II EXTENSION & Release Tracking Number ' TIER II TRANSFER TRANSMITTAL FORM Pursuant to 310 CMR 40.0510 and 40.0560(Subpart E) F. DISPOSAL SITE COMPLIANCE HISTORY SUMMARY: ' > If providing either a Tier Classification Submittal for a Tier 11 Site or a Tier II Extension Submittal for a Waiver Site,the person named in Section J must provide a Compliance History. > If providing a Tier II Extension Submittal for a Tier 11 Site,the person named in Section J must update their Compliance History since the effective date of the Tier II Classification. > If providing a Tier 11 Transfer Submittal for a Tier II or Waiver Site,the person named in Section M must provide a Compliance History. Compliance History for(provide only one name per History): ' Check here if there has been no change to the Compliance History of the person named above(E)tension Submittal for a Tier II Site ONLY). List all permits or licenses that have been issued by the Department that are relevant to this Disposal Site: PROGRAM: PERMIT NUMBER: PERMIT CATEGORY: FACILITY ID: AirQuality -- - - ----- ----- --- ---- --- ---------------- -- Hazardous Waste(M.G.L.c.21C) --------------- ---...�_..__-- _-- --___--- - --- —. I Solid Waste ' Industrial Wastewater Management Water Supply Water Pollution Control/Surface Water ' Water Pollution Control/Groundwater Water Pollution Control/Sewer Connection ' Wetland&Waterways List all other Federal,state or local permits,licenses,certifications,registrations,variances,or approvals that are relevant to this Disposal Site: ' ISSUING AUTHORITY OR PROGRAM,OR DOCUMENTATION TYPE: IDENTIFICATION NUMBER: DATE ISSUED: ' If needed,attach to this Transmittal Form a statement further describing the Compliance History of this Disposal Site. This statement must describe the compliance history of the person named above with the following: (1)DEP regulations;and ' (2)other laws for the protection of health,safety,public welfare and the environment administered or enforced by any other government agency. Such a statement should identify information such as: (1)actions relevant to the Disposal Site taken by the Department to enforce its requirements including,but not limited to,a Notice of Noncompliance(NON),Notice of Intent to Assess Civil Administrative Penalty(PAN),Notice of Intent to Take Response Action(NORA),and an administrative enforcement order, (2)administrative consent orders; (3)judicial consent judgements; (4)similar administrative actions taken by other Federal,state or local agencies; (5)civil or criminal actions relevant to the Disposal Site brought on behalf of the DEP or other Federal,state,or local agencies;and (6)any additional relevant information. For each action identified,provide the following information: (1)name of the issuing authority,type of action,identification number and date issued; (2)description of noncompliance cited; ' (3)current status of the matter,and (4)final disposition,'tf any. Revised 4/6195 gtinPmP.rfP.C Fnrmmc RWgr-n1 n fin narfI anti 614 Paae 2 of 4 I Massachusetts Department of Environmental Protection BWSC-107A Bureau of Waste Site Cleanup TIER CLASSIFICATION, TIER II EXTENSION & Release TraddngNumber ' TIER II TRANSFER TRANSMITTAL FORM _ 1081 Pursuant to 310 CMR 40.0510 and 40.0560(Subpart E) ' G. CERTIFICATION OF ABILITY AND WILLINGNESS: > If providing either a Tier II Classification Submittal or a Tier 11 Extension Submittal,the person who signs this certification MUST be the person named in Section J,or that person's agent. > If providing a Tier II Transfer Submittal,the person who signs this certification MUST be the person named in Section M,or that person(s agent. I attest under the pains and penalties of perjury that(i)I/the person(s)or entity(ies)on whose behalf this submittal is made has/have personally examined and amrs familiar with the requirements of M.G.L.c.21 E and 310 CMR 40.0000;(ii)based upon my inquiry of thelthose Licensed Site Professional(s)employed or engaged to render Professional Services for the disposal site which is the subject of this Transmittal Form and of the ' person(s)or entity(ies)on whose behalf this submittal is made,and my/that person's(s')or entitys(ies')understanding as to the estimated costs of necessary response actions,that/those person(s)or entity(ies)has/have the technical,financial and legal ability to proceed with response actions for such site in accordance with M.G.L.c.21 E,310 CMR 40.0000 and other applicable requirements;and(iii)that I am fully authorized to make this attestation on behalf of the person(s)or entity(ies)legally responsible for this submittal. lithe person(s)or entity(ies)on whose behalf this submittal is made is aware of the requirements in 310 CMR 40-0172 for notifying the Department in the event that lithe person(s)or entity(ies)on whose behalf ' this submittal is made leam(s)that it/they is/are unable to proceed with the necessary response actions. By --- — ---- Title: — (signature) For: .__.....-.. ---- --- ----- ---- -----..__. - - ------------ _ Date: ------ (print name of person or entity recorded in Section J or M,as appropriate) If you are submitting either a Tier II Extension Submittal for a Waiver Site or a Tier II Transfer Submittal for a Waiver Site, you may choose to sign the alternative Ability and Willingness Certification found in Section H in place of providing the certification in Section G and the LSP Opinion In Section I. ' H. ALTERNATIVE CERTIFICATION OF ABILITY AND WILLINGNESS: > If providing a Tier 11 Extension Submittal for a Waiver Site,the person who signs this certification MUST be the person named in Section J,or that person's agent ' > If providing a Tier II Transfer Submittal for a Waiver Site,the person who signs this certification MUST be the person named in Section M,or that person's agent. I attest under the pains and penalties of perjury that(i)lithe person(s)or entity(ies)on whose behalf this submittal is made has/have personally examined and ads familiar with the requirements of M.G.L.c.21 E and 310 CMR 40.0000;(ii)based upon my inquiry of the Consultant-of-Record for ' the disposal site which is the subject of this Transmittal Form and of the person(s)or entdy(ies)on whose behalf this submittal is made,and my/that person's(s')or entitys(ies')understanding as to the estimated costs of necessary response actions,thaUthose person(s)or entity(ies)has/have the technical,financial and legal ability to proceed with response actions for such site in accordance with M.G.L.c.21 E,310 CMR 40.0000 and other applicable requirements;and(iii)that I am fully authorized to make this attestation on behalf of the person(s)or entMies)legally responsible for this submittal. lithe person(s)or entity(ies)on whose behalf this submittal is made is aware of the requirements in 310 CMR 40.0172 for notifying the Department in the event that I/the person(s)or entMies)on whose behalf this submittal is made leam(s)that it/they is/are unable to proceed with the necessary response actions. ' By. Title: (signature) For. Date: ' (print name of person or entity recorded in Section J or M,as appropriate) 1. 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 judgme nt based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and(iii)the provisions of 309 CMR 4.03(5),to the best of my kno fledge,information and belief, > if Section B of this form indicates that a Tier I or Ter H Classification Submittal which relies upon a previously submitted Phase i Completion ' Statement is being submitted,this Tier Classification Submittal has been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000; > if Section B of this form indicates that a Phase 1 Completion Statement or a Tier I or Tier 9 Classification Submittal which does not rely upon ' a previousy submitted Phase 1 Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has (have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal; SECTION I IS CONTINUEDO N THE NEXT PAGE RavirM 4/FVQ5 Qitnan:ariac Pnrmc RWC(:J11n fin narfl anri n1d Pans.';of 4 Massachusetts Department of Environmental Protection BWSC-107A Bureau of Waste Site Cleanup Asia TIER CLASSIFICATION, TIER li EXTENSION & Release Tracking Number TIER II TRANSFER TRANSMITTAL FORM a - 1081 Pursuant to 310 CMR 40.0510 and 40.0560(Subpart E) 1. LSP OPINION: (continued) > if Section B of this form indicates that a Tier H Extension Submittal or a tier ll Transfer Submittal is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000, (ii is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal. I am aware that significant penalties may result,including,but not limited to,possible fines and imprisonment,if 1 submit information which I know to be false,inaccurate or materially incomplete. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any orders),permits)and/or approval(s) issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provi. LSPName: Toiyo A. Lamminen, Jr. LSP#: 6846 Sip: �g+rtOFht,�e_� Telephone: 508-992-6300 Ext.: TOIO FAX(optional) 908-992-5533 11I41MNEWoR -�i f No.6B46 G � Signature: SE Date: C �r Q D J. PERSON MAKING SUBMITTAL: (For Transfer Submittals describe person currently undertaking response actions,not transferee) j NameofOrganization: Blackburn Auto SalvagP Yard NameofContact: lla_y Blackburn Title: Qwner Street: 211 Airport Road City/Town: Hvanni s State: MA ZIPCode: 02601-0000 Telephone: 6d.: FAX(optional) K. RELATIONSHIP TO DISPOSAL SITE OF PERSON MAKING SUBMITTAL: (check one) RP or PRP Specify: ® Owner O Operator O Generator O Transporter Other RP or PRP: Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) (� Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) n Any Other Person Making Submittal Specify Relationship: L. CERTIFICATION OF PERSON MAKING SUBMITTAL: 1, ___.._-------------.Ra-B-L.ackburn _— ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii)that lam fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fi!99 and imprisonpwit,fl wi II ittinq false,inaccurate,or incomplete information. BY _ ........._.-- ---- Title:_Qw_ns.r — --- --- - (sig ure) , For. Rav Blackburn_Aut.o__Solvage Date: (print name of person or entity recorded in Section J) Enter address of the person providing certification(s),including Ability and Willingness Certification where applicable,if different from address recorded in Section J: Street: City/Town: State. ZIP Code. Telephone: Ext.: FAX(optional) YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE,AND YOU MAY INCUR ADDITIONAL COMPLIANCE FEES. Revised 4/6195 4nnamartac Fnnnc RW.4f:..n1 n fin nartl and n14 Paoe 4 of 4 � x 1 1 1 1 1 1 1 � ' I 1 1 �_ � MAtlantic° 1 1 1 ' Appendix MADEPCorrespondence 1 � 1 ' 1 1 1 1 1 1 (.l:L�!'G!!.(T.OK ©- ,�C192'l7lK071/nLf/ILG�A c���aiLO_.fi16 DANIEL S.GREENBALJIM Commissioner GILBERT T.JOLY DN ��� ��`�\ � Regional Director ' CO ' May 3 , 1991 Ray Blackburn Auto Salvage RE: BARNSTABLE--WSC-4-1081 Airport Road Ray Blackburn Auto Hyannis, Massachusetts 02601 Salvage, Airport Road, LOCATION TO BE INVESTIGATED, Request For PA/Phase I Report, M.G.L. , Ch. 21E *and ' 310 CMR 40.000 Gentlemen. ' The Department of Environmental Protection, Bureau of Waste Site Cleanup, (the "Department") , has determined that the property occupied by the Ray Blackburn Auto Salvage located on Airport Road, Hyannis, Massachusetts, (the "Location") , is a Location To Be Investigated (LTBI) as a possible disposal site within the meaning of M.G.L. Chapter 21E and the Massachusetts Contingency Plan, (MCP) , 310 CMR 40.000. Based upon available information, the Department considers this location reasonably likely to be a disposal site. Because this location has been identified as an LTBI, it will be included on the list of "Locations and Disposal Sites" published by the Department. The Department is investigating the source(s) of ' contamination affecting the water quality at several public water supply wells for the Hyannis area. As part of this investigation, the Barnstable Municipal Airport installed observations wells at the airport property. Ground water contamination with volatile organic compounds was detected in wells downgradient from the Location. ' The assessment and cleanup of disposal sites areas where oil or hazardous materials have been released or come to be located, is governed by M.G.L. , Ch. 21E, and by 310 CMR 40. 000, the MCP. tThe information currently available is insufficient to allow the Department to confirm the Location as a disposal site. In order to make this determination, the Department requests that you (as used .in this letter you refers to the Ray Blackburn Auto ' Recycled Paper 7 -2- I Salvage) , as a, party potentially liable for the release, take the ' steps outlined below: 1. Provide the Department with a written response within ' fourteen (14) days of your receipt of this letter, indicating whether you intend to take the necessary actions. ' 2 . Contract with a consultant knowledgeable in hazardous waste site assessment and abatement to conduct the following work in accordance with the MCP: a. Complete and submit, within forty-five (45) days of .receipt of this letter, a Preliminary Assessment ' Report (copy enclosed) meeting the requirements of 40.541 of the MCP. b. Complete the Phase I-Limited Site Investigation and ' Report as outlined in 40.543 of the MCP. All items must be addressed. Note that in order to determine the source and extent of contamination, observation wells (deep and shallow) need to be installed. To determine the depth of the wells and the length/location of the screen, split spoon samples ' should be taken continuously to be tested for the presence of VOCs utilizing a field gas chromatograph or similar instrument. ' The Phase I Report shall include, at a minimum, the following: ' 1. Boring logs, well construction specifications, a description of the drilling method; ' 2 . A listing of all chemicals (generic names) and quantities used, stored and disposed of at the Location; ' 3 . Maps drawn to scale showing the location of the observation wells, catch basins, utility lines, septic system, dry wells, floor drains; ' 4. A current ground water and contaminant plume `contour map; and Results of laboratory and field testing data. Ground water from all wells should be sampled and analyzed for VOCs utilizing EPA Method 624. II ' In addition, the sampling plan should include the chemicals listed in item 2 for soil and ground water samples. All laboratory data must -3- comply with the Department's "Minimum Standards ' for Analytical Data for Remedial Response Actions Under M.G.L. , Ch. 21E, Policy #WSC-89-004" (copy enclosed) . C. Complete the Interim Site Classification Form (copy enclosed) in accordance with 40.544 of the MCP. ' The Phase I Report documenting all Phase I activities shall be prepared and submitted, in conjunction with the Interim Site Classification ' Form, to the Department within 90 days of receipt pf this letter. d. The consultant shall also evaluate the need for a Short Term Measure (STM) as defined in 40. 542 of the MCP. If at any time an imminent hazard is discovered at the Location, you must immediately ' notify the Department and submit a proposal for a STM. This evaluation shall continue throughout the assessment process for the location. ' Depending on the information generated by the above work, the Department may require additional investigations, studies and actions. You should be aware that if the Department performs the required assessment activities, you may be held liable for of the ' costs the Department has incurred. If the LTBI is confirmed as a disposal site, you may be named as a party liable for up to three (3) times the Department' s response action costs. The Department may also assess interest on the costs it has incurred to date at the rate_ ' of twelve percent (12%) , compounded annually. You may also be liable for damages from the impairment of natural resources and for any .liability imposed under M.G.L. Ch. 21E, Section 11 and other laws for each violation of Ch. 21E and other. laws, or under M.G.L. Ch. 21A, Section 16, for violations of Ch. 21E and other statues, regulations, orders, or approvals. ' If you perform the required response actions, the Department will .not seek to recover the costs it incurs in reviewing the preliminary assessment, phase I limited site investigation report and the disposal site classification form that you submit to the Department. -4- Should you have any questions regarding this Notice, please contact Maria Pinaud at (508) 946-2869. In any correspondence to this office, please refer to case WSC/SA 4-1081. The Department ' looks forward to your cooperation in this matter. Very truly yours, ' Mark J. /Begley',' Chief Waste Site Cleanup Section ' B/MP/rr Enclosures CERTIFIED MAIL #P840 475 585 RETURN RECEIPT REQUESTED ' cc: DEP - BWSC - Boston DEP - SERO - Data Entry ' Town of Barnstable Town Hall Hyannis, MA 02601 ' ATTN: Warren Rutherford Town Manager Hazardous Waste Coordinator P.O. Box 534 Hyannis, Massachusetts 02601 ' ATTN: Tom McKean DEP - Division of Water Supply - SERO ATTN: Larry Dayian ' Barnstable Fire District P.O. Box 546 ' Phinney's Lane Barnstable, MA 02630 Barnstable Water Company P.O Box 326 Hyannis, Massachusetts 02601 ATTN: George Wadsworth 1 1 4 t SITE ACCESS PERMISSION FORM ' The Department of Environmental Protection Bureau o p f Waste Site Cleanup (the "Department") , has contracted with HMM Associates, Inc. (hereinafter "HMM") ,, to conduct an assessment of the integrity of existing groundwater monitoring wells with regard to future use of these wells in the Comprehensive Site Assessment ' of the Barnstable Aquifer Protection- Project and hereby requests your permission to enter the property occupied by the Ray Blackburn Auto Salvage located on Airport Road in Hyannis, Massachusetts. ' In consideration of the foregoing, the Department agrees that it shall exercise due care and caution in the performance of the work. Therefore, the Department is hereby requesting access to the Location for the Department or its contractors to conduct the work described above. Please sign and return the enclosed permission form within ten (10) days of your receipt of this letter. The Department will make every effort to notify you by telephone prior to entering the Location. Please signify your authorization and approval by signing below in the space provided for your signature. Should you fail to return the signed form or contact the Department within the prescribed time frames, the Department will assume consent and will enter the Location. Pursuant to c. 21E, §8, the ' Department or its contractors have authority to enter any site or property adjacent thereto in order to perform response actions ' pursuant to Section 4. If you have any questions regarding this matter, please contact Maria Pinaud or David Ellis at the above address or at ' (508) 946-2862. In any correspondence to this office, please refer to case number WSC/SA-4-1029. ' The Department thanks you in advance for your anticipated cooperation. ' Accepted and agreed to: ' NAME DATE SIGNATURE TELEPHONE 4-1081 ADDRESS DEP SITE ID II 3 cc: Town of Barnstable ' Town Hall Hyannis, MA 02601 ATTN: Warren Rutherford Town Manager Hazardous Waste Coordinator P.O. Box 534 ' Hyannis, Massachusetts 02601 ATTN: Tom McKean ' DEP - Div. of.Water Supply - SERO ATTN: Larry Dayian Barnstable Fire District ' P.O. Box 546 Phinney's Lane Barnstable, MA 02630 HMM Associates Inc. 196 Baker Avenue ' Concord, MA 01742 ATTN: James D. O'Brien I ' 1 ' Commonwealth of Massachusetts Executive Office of Environmental Affairs ' Department of Environmental Protection SWheast Regional Office 1J' William F. Weld rJ` � ' v Goremor Daniel S.Greenbaum commissioner March 25, 1992 Ray Blackburn Auto Salvage RE: BARNSTABLE--WSC/SA 4-1029 Airport Road Barnstable Aquifer ' Hyannis, Massachusetts 02601 Protection Project NOTICE OF MEETING/ COMMENCEMENT OF WORK M.G.L. C.21E Section 4 ' Gentlemen: ' The Department of Environmental Protection, Bureau of Waste Site Cleanup (the "Department") , is investigating releases of- oil and hazardous materials in the Hyannis area in accordance with M.G.L. c. 21E and the Massachusetts Contingency Plan (MCP) . Numerous confirmed priority disposal sites and Locations To Be Investigated have been identified in the zone of contribution of the Barnstable Fire District Well #2, the Maher Electric Water ' Supply wellfield and the Mary Dunn wellfield. Overlapping contaminant plumes at different depths into the aquifer have been found during hydrogeologic studies in the subject area. As you ' know from previous correspondence, the Department has reason to believe that the Ray Blackburn Auto Salvage located on Airport Road, Hyannis, Massachusetts (hereafter the Location) , a property You (as used in this letter "You" refers to the Ray Blackburn Auto ' Salvage) either own or operate, is a potential source of contamination threatening the water supply of one or more of the several public water supply wells located in the area. . ' The Department is holding an informational meeting to discuss the future response actions that are planned in the area. The meeting has been scheduled on April 8, 1992, at 2:00 p.m. at the ' Barnstable Town Hall, 2nd. Floor Auditorium, 367 Main Street, Hyannis, MA. Due to the existing and_ potential migration pathways, and the complexity and _magnitude of the releases, the Department has determined that the interrelationships of all identified sources needs to be assessed in a systematic Comprehensive Site Assessment. This assessment will provide relevant information to protect the public health, safety and the environment. Therefore, the ' Department, pursuant to its authority under M.G.L. c. 21E section 4, has assigned its contractor, HMM Associates, Inc. (HMM) , under the Site Assessment and Remediation Support Services (SARSS) , to ' Lakeville Hospital • Route 105 • Lakeville,Massachusetts 02347 • FAX(508)947-6557 0 Telephone(508)946-2700 -2 ' undertake the following tasks: ' - Compile and analyze existing information. - Develop an area wide Phase II - Comprehensive Site Assessment Scope of Work. Coordinate and oversee the field o erations during th e P g implementation of the Scope of Work. - Review and interpret the data generated. ' - Provide conclusions and recommendations for future work. HMM is currently reviewing. the information that exists on file with the Department and soon will begin work on the other tasks. The Ray Blackburn Auto Salvage located on Airport Road, Hyannis, Massachusetts, in addition to approximately thirty other sites, ' will be included in the Comprehensive Site Assessment. In addition, as part of the ongoing investigation, the ' Department will conduct a viability survey of all existing groundwater monitoring wells in the area. In order to perform this survey, the Department requires access to the Location. Enclosed, ' please find a request for site access agreement. Your anticipated cooperation in this project is appreciated. If you have further questions, please contact Maria Pinaud or David ' Ellis at the letter head address or at (508) 946-2862. The Department looks forward to your attendance to this meeting. ' Very truly yours, 0- 3/1b /gz Mark J. Begley, Chief Site Remediation Section Enclosure B/MP/ ' CERTIFIED MAIL #P 622 5.81 .577 RETURN RECEIPT..REQUESTED cc: DEP-BWSC-Boston DEP SERO - Data Entry ' 1 i V) Massachusetts Department of Environmental Protection BWSC-102B ' Bureau of Waste Site Cleanup Release Tracking Number RELEASE LOG FORM ATTACHMENT _LT E. LOG/RE EASE;ILOCAYON INFORMATION: (complete if using BWSC-1026 only) City/Town: Date: Time: ❑ AM ❑ PM I �Release Address: N/ Use of Attachment(chec(one): ❑ Amendment to Release Log Form ❑ Attachment Page(s): of- F. INSPECTIONS OR-SITE VISITS(also Follow-up Office Response): (check one) ❑ Initial Compliance Field Response-Announced ❑ Initial Compliance Field Response-Unannounced ❑ Compliance Field Response-Announced ❑ Compliance Field Response-Unannounced ❑ Short Notice Audit Inspection ❑ Field Response-Direct Oversight ❑ Follow-up or Other Field Response ❑ Follow-up Office Response G. ADDITIONAL DESCRIPTION: 70, y r \ r� J ll H. DEP ASSIGNMENT: ( mpl to if u ' (3 B d 102B or BWSC-102B only) Preparer of RLFA(please print): Signature: Staff Lead Assigned(if different from preparer): ' ❑ Check here if the Release or Threat of Release is unassigned. ❑ Check here if this RLFA records a change in staff lead. Revised 11/22/99 Do Not Alter This Form Page 2 of 2 ' Massachuset ts Department of Environmental Protection BWSC-1026 Bureau of Waste Site Cleanup Release Tracking Number RELEASE LOG FORM ATTACHMENT M= E. LOG/R SELOCATIO_hl INFORMATION: (complete if using BWSC-102B onl oc, City/Town: Date: : ❑ AM toy PM Release Address: Use of Attachment(check one): ❑ Amendment to Release Log Form ❑ Attachment Page(s): of: ' F. INSPECTIONS OR SITE VISITS (also Follow-up Office Response): (check one) Initial Compliance Field Response-Announced r- Initial Compliance Field Response-Unannounced ❑ Compliance Field Response-Announced ❑ Compliance Field Response-Unannounced ❑ Short Notice Audit Inspection ❑ Field Response-Direct Oversight n Follow-up or Other Field Response ❑ Follow-up Office Response G. ADDITI NAL DESCRIPTION: 01 i Al-We 4 H. DEP ASSIGNMENT: (com e u ' q a BWSC-102B only) Preparer of RLFA(please print): Signature: I , Staff Lead Assigned(if different from )arer re : P P. ❑ Check here if the Release or Threat of Release is unassigned. ' ❑ Check here if this RLFA records a change in staff lead. Revised 1122/99 Do Not Alter This Form Page 2 of 2 Massachusetts Department of Environmental Protection BWSC-102B Bureau of Waste Site Cleanup Release Tracking Number Q RELEASE LOG FORM ATTACHMENT ® _ ' E. LOG/RELEASE LOCATION INFORMATION: (complete if using BWSC-102B on 9 >� CitylTown: h ! :�,LJ' n Date: + Time: lL1 AM ❑ PM Release Address: Use of Attachment(check one): ❑ Amendment to Release Log Form ❑ Attachment Page(s): of: 1 F. INSPECTIONS OR SITE VISITS(also Follow-up Office Response): (check one) I❑ Initial Compliance Field Response-Announced ❑ Initial Compliance Field Response-Unannounced ❑ Compliance Field Response-Announced ❑ Compliance Field Response-Unannounced ❑ Short Notice Audit Inspection ' ❑ Field Response-Dirdct Oversight ❑ Follow-up or Other Field Response ❑ Follow-up Office Response G. ADDITIONAL DESCRIPTION: H. DEP ASSIGNMENT: (k�mpl 'if us in BW' P�;Bd/�D2 or BWSC-1026 only) Preparer of RLFA(please print): 1 Signature: Staff Lead Assigned(if different from preparer): ❑ Check here if the Release or Threat of Release is unassigned. ' ❑ Check here if this RLFA records a change in staff lead. Revised 11/22/99 Do Not Alter This Form Page 2 of 2 COMMONWEALTH OF MASSACHUSETTS ' - EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS a DEPARTMENT OF ENVIRONMENTAL PROTECTION ' ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 �y ARGEO PAUL CELLUCCI Governor TRUDY CORE Secretary DAVID B.STRUHS ' Commissioner RAY BLACKBURN AUTO SALVAGE SITE INFORMATION: ' SITE NUMBER 4-000f081 AIRPORT RD RAY BLACKBURN AUTO SALVAGE BAP HYANNIS AIRPORT RD. HYN BARNSTABLEAIA 02601- BARNSTABLE ' ** IMPORTANT COMPLIANCE INFORMATION -PLEASE READ IMMEDIATELY ** April 16, 1998 Dear Sir or Madam: The Department of Environmental Protection DEP publish the 1998 List of Tier I Disposal(DEP)will P Sites on or about August 4, 1998. This List identifies the highest priority(Tier I)sites in the Commonwealth where a release of oil or hazardous material has been reported to DEP,as well as"default Tier IB"sites where property ' owners or other parties have missed a significant assessment or cleanup deadline. DEP is publishing this list in accordance with Massachusetts General Law Chapter 21E, Section 3A(b)and the Massachusetts Contingency Plan ("MCP,"310 CMR 40.0000). Out information indicates that you have a connection to the above-referenced site as a past or current landowner, facility owner or operator,generator or transporter of oil or hazardous material,or another type of connection.The above-referenced site will be included in the Tier I Site List as a default Tier IB site unless actions are taken to ~'-return this site to compliance. Designation as a default Tier IB site could result in increased compliance fees and DEP enforcement. To avoid having this site included in the Tier I Site List and to avoid possible :.enforcement action, you must take appropriate actions(as described in Attachment 1) by June 15, 1998. For More Information: A copy of the MCP may be obtained from the Statehouse Bookstore in Boston by caIli 'g 617-727-2834 or in Springfield by calling 413-784-1376. If you have questions about the requirements applicable to the above-referenced site,please visit DEP's Web Site(www.state.ma.us/dep/bwsc)or call the MCP HelpLine: from area code 617 and outside Massachusetts,call 617-338-2255; from all other Massachusetts.area codes,call 800-462-0444. ti Very truly yours, '. 7 Sarah Weinstein,Acting Deputy Assistant Commissioner Bureau of Waste Site Cleanup z J This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. K9E on the World Wide Web: http:/hvww.magnetstate.ma.ustdep Printed on Recycled Paper s1k�. '. S \ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ' DEPARTMENT OF ENVIRONMENTAL PROTECTION d 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508.946.2700 ARGEO PAUL CELLUCCI Governor BOB DURAND ' Secretary JANE SWIFT LAUREN A. LISS Lieutenant Governor Commissioner March 9 2000 Ray Blackburn Auto Salvage RE: BARNSTABLE—BWSC Airport Road RTN: 4-0001081 ' Hyannis, Massachusetts 02601 Ray Blackburn Auto Salvage Airport Rd. NON-SE-3T-001 NOTICE OF NONCOMPLIANCE THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONEQUENCES ' To Whom It May Concern: The Massachusetts Department of Environmental Protection, Bureau of Waste Site Cleanup (the "Department") is tasked with ensuring the permanent cleanup of oil and hazardous material releases pursuant to Massachusetts General Law Chapter 2 1 E ("Chapter 21E"). The law is implemented through regulations known as the Massachusetts Contingency Plan,310 CMR 40.0000 et seq.(the"MCP"). Through the MCP, the Department is currently regulating a release that has occurred at Airport Rd., Barnstable, Massachusetts. The Department's records indicate that you (as used in this Notice, ' "you"collectively refers to Ray Blackburn Auto Salvage)are a Potentially Responsible Party("PRP") for this release. This Notice is provided to inform you that you are not in compliance with the MCP. The Department has no record of your completing the response actions required by the MCP to address this release or location. ' Attachment A of this Notice is a Noncompliance Summary sheet that outlines the provisions of the MCP that you have not complied with. Contained within the Noncompliance Summary are the necessary actions you must complete to return to compliance. Additionally,there is a prescribed deadline ' for your completion of the action(s). An administrative penalty of for each violation may be assessed for every day that you are ' in noncompliance with the requirements indicated in this Notice. Notwithstanding this Notice of Noncompliance ("NON"), the Department reserves the right to • exercise the full extent of its legal authority in order to obtain full compliance with all applicable This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http:/ANww.state.ma.us/dep ' £'a Printed on Recycled Paper f 2 requirements, including, but not limited to criminal prosecution, civil action including court-imposed civil penalties,or administrative penalties assessed by the Department. ' Finally, Attachment 2 of this Notice is a fact sheet containing supplemental information regarding g g this Notice of Noncompliance. ' Questions regarding this matter, or if you would like to discuss compliance with this Notice, please contact John Handrahan, at the letterhead address or by telephone at 508-946-2883. All future communications regarding this matter must reference Release Tracking Number4-0001081. Very truly yours, athan E. Hobill, Regional Engineer ureau of Waste Site Cleanup H/JH/re Attachments: Attachment 1: Noncompliance Summary Sheet P rY Attachment 2: Supplemental Information Regarding This Notice of Noncompliance Certified Mail #Z 240 866 678 Return Receipt Requested , ' cc: Board of Health P.O. Box 34 Town Hall ' Hyannis, MA 02601 Board of Selectmen P.O. Box 34 Town Hall Hyannis, MA 02601 ' DEP-SERO Attn: Regional Enforcement Office(2 Copies) ' Attn: Data Entry ATTACHMENT 1 NOTICE OF NONCOMPLIANCE NONCOMPLIANCE SUMMARY ' ENTITY/POTENTIALLY RESPONSIBLE PARTY IN NONCOMPLIANCE: ' Ray Blackburn Auto Salvage Airport Road Hyannis, Massachusetts 02601 LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERV ED: I ' Release Tracking Number 4-0001081 , Ray Blackburn Auto Salvage Airport Rd., Barnstable ' DATE(S)WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: November 21, 1994 ' DESCRIPTION OF ACTIVITY OR CONDITION RES ULTING IN NONCOMPLIANCE: 1. The site referenced above was listed as a Location to be Investigated (LTBI), Unclassified Disposal Site or Nonpriority Disposal Site on the Transition List of Confirmed Disposal Sites and Locations to be Investigated originally published by the Department on August 2, 1993. Under the MCP, either a Response Action Outcome(RAO)Statement or Tier Classification Submittal was due to the Department no later than November 21, 1994. You are in noncompliance with the MCP because you did not make the required submittal. DESCRIPTION OF REQUIREMENT NOT COMPLIED WITH ' 1. Pursuant to 310 CMR 40.0610(3), 40.0620(3) and 40.0636(3), the Responsible Party (PR), Potentially Responsible Party (PRP) or Other Person for a Location To Be Investigated (LTBI), Unclassified Disposal Site,or a Nonpriority Disposal Site without a Waiver on the 1993 Transition List shall submit to the Department an LSP-Opinion, Response Action Outcome, or Tier Classification by the applicable ' deadline prescribed therein. DESCRIPTION AND DEADLINES OF ACTIONS TO BE TAKEN ' To avoid imposition of a Civil Administrative Penalty for this violation of the MCP you must co mplete omplete the following action within thirty(30)days of your receipt of this NON: ' 1. Submit to the Department either an RAO or Tier Classification Report. All items must be in full accordance with the MCP. prepared ' No twithstanding this NON,the Department reserves the right to exercise the full extent of its legal authority to obtain full compliance with all applicable requirements, including but not limited to,criminal prosecution, ' civil action including court-imposed civil penalties,and Civil Administrative Penalties issued by DEP. ATTACHMENT 2: SUPPLEMENTAL INFORMATION REGARDING THIS NOTICE OF NONCOMPLIANCE This attachment further explains why this Notice of Noncompliance(NON) has been issued to you. ' Why was I issued this NON? DEP's records indicate that you did not submit one or more of the documents listed in the attached NON on time. This NON was issued to inform you of this fact and offer you an opportunity to come back into ' compliance by submitting 'the missing information to DEP by the deadlines specified in the NON. You are listed in DEP's records as the person who is responsible for cleaning up of the release cited in the attached NON. For example, at the time you or another party notified DEP that the release occurred, you • either informed DEP that you accepted responsibility for the cleanup or you were sent a "Notice of Responsibility"(NOR) by DEP informing you that we found that you were responsible for the release. In either case, DEP has reason to believe that you are an owner, operator, generator, transporter, disposer, or ' person who otherwise caused the release or threat of release of oil and/or hazardous materials cited in the attached NON. This means that, under Section 5 of M.G.L. Chapter 21 E, you are a Polenlially Responsible Party (PRP) and liable for response action costs associated with the release. As a PRP, you ' are required to conduct and complete certain response actions outlined in the MCP to clean up the release of oil and/or hazardous materials expeditiously. What happens if I fail to comply with or respond to the NON? You have 30 days from the date you receive the NON to comply. If you fail to comply, you will be assessed a penalty by DEP. SYour total penalty exposure can be considerable. For ,exam le penalties can be assessed for each da P p y you remain in noncompliance. Note that the Department is allowed by law to back calculate daily penalties to begin on the date you received the NON. You can be penalized several thousand dollars should you fail to comply with or respond to the NON by the 30 day deadline. Please refer to the Civil Administrative Penalty Statute, Chapter 21A, Section 16 and 310 CMR 5.00, the Civil ' Administrative Penalty Regulations, for complete details on the Administrative Penalty rules. When the cleanup contractor finished the work in the field, I thought my dealings with DEP were ' finished.What more do I have to do? This is a common question asked when a NON is received. PRPs often think their dealings with DEP are over when, for example, the field work is completed by a cleanup contractor. Examples of this type of field work include cleaning up a spill from a saddle tank leak on a roadway, or removing contaminated soil from a tank grave during a tank replacement or oil-contaminated debris from a storage tank after a fire. The field work may be complete, but you still must submit some paperwork to DEP to prove that the ' cleanup was undertaken in compliance with the MCP. The MCP includes deadlines by which you must complete response actions and submit information about ' those response actions to DEP. We track the progress of cleanups by checking to see if you are sending information about your cleanup progress to DEP on time. For example, if we do not receive a Response Action Outcome Statement (RAO) before the 1-year anniversary date of the release, we must assume that the environmental cleanup has not been completed. For work to continue after the 1-year anniversary date of the release, the MCP requires that you submit a Tier I or Tier II Classification to DEP. If DEP does not receive either an RAO or Tier Classification by the 1-year anniversary date,we must assume that ' you are not implementing any cleanup at all. Without your cooperation in obtaining the cleanup information, DEP does not know whether serious environmental problems are being addressed. If work is not being performed, DEP must take action to ensure it happens. On the other hand, you may have finished the cleanup but neglected to forward the cleanup documentation required by the MCP. What do I have to do to comply with the NON? First, all response actions not directly managed by DEP staff must be overseen and directed by a "Licensed Site Professional" or LSP. LSPs are licensed by the Commonwealth, and 'their stamp and signature are required (together with yours) on all but one form you must submit to DEP. If you don't already have the forms and information required for you to comply with this NON, contact the consultant ' and/or cleanup contractor who worked on your cleanup. If you have not undertaken any cleanup work, contact a Licensed Site Professional (LSP) immediately. A list of LSPs may be obtained by calling (617) 556-1091 or viewing the list on the Internet at http://www.state.ma.us/Isp. ' The documents you must submit to the Department require LSP stamp and signature. For example, when a cleanup is completely finished, the MCP requires that you submit a document called a "Response ' Action Outcome" (RAO) to DEP in which you attest that you have completed the cleanup in accordance with the MCP. (f you do not submit an RAO to DEP, the case remains open in DEP's files even if the fieldwork is completely finished. If you received this NON and you think the fieldwork is completely finished, call your cleanup contractor and LSP to find out how to have an RAO prepared and submitted to ' DEP. If more environmental studies or cleanup are needed (for example, following the initial cleanup of a highway spill or soil contamination found during a tank replacement), you must submit forms describing your plans to continue the work in a timely manner. Again, these forms must contain an LSP's stamp and signature, and be co-signed by you. Depending on the circumstances, the possible submittals are an ' Immediate Response Action (IRA) Plan, IRA Status Report, IRA Completion Statement, and/or a Tier Classification Submittal and Tier I Permit Application. You should also be aware that DEP does not become involved in or help mediate billing disputes with insurance companies, cleanup contractors, or LSPs. A common response to a NON is that an insurance company is slow on paying cleanup bills or will not cover various cleanup costs. We also hear that ' cleanup firms and LSPs will not send in RAOs and other forms because their clients have not paid their bills. These matters must be resolved privately by you. You ultimately must comply with the attached NON or be subject to significant penalties from DEP. 1 1 1 1 1 MAtIantico 1 1 1 1 1 1 1 . 1 Appendix C: SEA Environmental Consultants 1 Phase I Report—July, 1988 1 1 1 1 f 1 ' REPORT 1 ENVIRONMENTAL SITE ASSESSMENT AUTO SALVAGE YARD NEAR ' RUNWAY EXPANSION BARNSTABLE MUNICIPAL AIRPORT PREPARED FOR BARNSTABLE MUNICIPAL AIRPORT COMMISSION JULY 1988 S E A CONSULTANTS INC. Engineers/Architects ' Cambridge, Massachusetts Springfield, Massachusetts Soutb Portland, Maine Wethersfield, Connecticut �w TABLE OF CONTENTS ' 1 Page ' LIST OF FIGURES LIST OF TABLES CHAPTER 1 - INTRODUCTION Purpose 1-1 ' Scope of Services 1-1 Site Description 1-2 CHAPTER 2 - ENVIRONMENTAL SETTING Geology 2-1 Hydrology 2-1 CHAPT ER 3 - LAND USE, FILE SEARCH, AND FUTURE CONSTRUCTION ' Land Use 3-1 DEQE File Search 3-1 ' Town of Barnstable Records Search 3-2 Other Relevant Information 3 2 Proposed Future Construction 3-4 CHAPTER 4 - SITE INVESTIGATION ' Objective and Approach 4-1 Site Reconnaissance 4-2 ' Subsurface Investigations 4-3 CHAPTER 5 - RESULTS OF SITE INVESTIGATIONS Surficial Geology and Hydrology 5-1 Analytical Results - Soil Samples 5-2 Analytical Results - Soil Gas 5-3 Analytical Results - Groundwater 5-5 ' SEA Consultants Inc. 1 TABLE OF CONTENTS (Continued) 1 Pam_ CHAPTER 6 - PRELIMINARY RISK ASSESSMENT Objective 6-1 Compounds Detected 6-1 1 Pathways and Transport Mechanisms 6-2 Populations at Risk 6-3 ' Risk Characterization 6-3 1 CHAPTER 7 - FINDINGS, CONCLUSIONS AND RECOMMENDATIONS Findings and Conclusions 7-1 Recommendations 7-2 i I CHAPTER 8 - LIMITATIONS OF WORK 8-1 1 APPENDIX A - REFERENCES APPENDIX B - SOIL BORING LOGS AND MONITORING WELL SCHEMATICS 1 APPENDIX C - LABORATORY RESULTS AND CHAIN-OF-CUSTODY RECORDS 1 ' If 1 SEA Consultants Inc.-.-," `Y LIST OF FIGURES Figure No. Title Page 1 .1 Locus Map 1-3 ' 1. 2 Site. Plan Map 1-4 3.1 Well and Auger Hole Locations Map 3-3 LIST OF TABLES ' Table No. Title Page '..1 Monitoring Well Data 4-5 5.1 Groundwater Data for Monitoring Wells 5-1 ' 5.2 Results of Chemical Tests - Soil Samples 5-2 5.3 Soil Gas Results 5-4 ' 5.4 Results of Chemical Tests - Groundwater Samples 5-5 SEA Consultants Inc. . S ' CHAPTER 1 INTRODUCTION Purpose ' The purpose in conducting the site assessment presented in this report was to evaluate the potential for the release or threat of release of oil ' or hazardous materials at the environment from the property owned by Raymond Blackburn on Airport Road adjacent to the Barnstable Municipal ' Airport in Hyannis, Massachusetts. This assessment was performed to assist in identifying risk liability under Massachusetts Oil and ' Hazardous Material Release Prevention Act, Massachusetts General Law Chapter 21-E, and other applicable state and federal laws and regulations. Scope of Services ' The purpose set forth above was accomplished by completing the following tasks: 1 . Collecting and evaluating historical site information. ' 2. Reviewing the site's environmental setting. 3. Identifying current land uses. ' 4. Conducting a field investigation program including drilling soil borings, installing three monitoring wells, and collecting soil and groundwater samples from the site. ' 5. Conducting a laboratory testing program to identify and quantify contaminants in the soil and groundwater. 1 0634R 1-1 ' SEA Consultants Inc. 6. Reviewing construction plans of the proposed expansion of Runway 15-33. 7. Formulating conclusions and recommendation based upon the findings of this investigation. ' 8. Preparing a site assessment report complete with data collected. ' Site Description ' The general location of the site under investigation is shown on Figure 1.1, Locus Map. The property is located on Airport Road in Hyannis, Massachusetts adjacent to the Barnstable Municipal Airport and is iapproximately 6.3 acres in area. The site is currently occupied by Blackburn's Auto Salvage Yard which extends over approximately 80 percent of the site. The only building on the site is near the northern end of the site (see Figure 1.2). The site is bounded on the north and on the ' east by the Barnstable Municipal Airport and on the south by the airport and property of Cape Harbor Associates. The properties to the west are, ' beginning at the northern most end of the site, a large warehouse type building (#1 on Figure 1.2) on property owned by Gilbert Campbell, two buildings 02 and #3 on Figure 1.2) near Cit Avenue that house an auto rebuilding shop, a piano retail sales shop and a used auto sales shop (McQuade Auto Sales). The larger north-south aligned building 04 on ' Figure 1.2) that is adjacent to the site's western boundary houses a contractor shop, a fruit and produce shop, an auto cleaning and degreasing shop and a towing service (B&B Towing) . The southerly-most building (ll5 on Figure 1.2) on the site's western edge has American Medical Instruments occupying it. ' The site utilities consist of electric power and telephone services only. According to town officials and personnel at the Barnstable Water Company, the site does not have a hook-up to the town sewer system nor ' does it have a book-up to the Barnstable Water Company water main that -� 0634R 1-2 SEA Consultants Inc. 1 runs along and underneath Airport Road. The site is not serviced by Colonial Gas Company which is the local supplier for fuel gas in the Hyannis area. There did not appear to be any liquified natural gas or propane tanks on the site. The one building on the site appears to be heated by a small kerosene type heater. According to the Barnstable 1 Health Department , there are no sewage disposal facilities of any kind on the site. 1 1 is - 1 1 1 - 1 1 - 1 1 1 J 0634R 1-5 SEA Consultants Inc. CHAPTER 2 ENVIRONMENTAL SETTING ' . Geology ' According to a U.S. Geological survey map entitled, "Geologic Map of the Hyannis Quadrangle, Barnstable County, Cape Cod, Massachusetts", by Oldale (1974) the property under investigation is underlain by deposits classified as "Barnstable Outwash - Plain Deposits.' This material is described as "mostly gravelly sand with some pebbles to small boulder gravel (less than 1 foot diameter) ." Some of the material grades into a small boulder gravel. Oldale indicates that the outwash material probably overlays older glacial lake deposits consisting of silt and clay which may extend to the bedrock. Depth to bedrock is approximated by the U.S Geological Survey to be between 350 and 400 feet below ground surface. The bedrock is believed to be a combination of sedimentary, metamorphic, and igneous rock types of Precambrian to Mesozoic age. Its excessive depth, however, has ty.pically hampered an understanding of its physical and structural nature. ' Hydrology Surface Water It appears from the topography of the site, which is relatively flat, that any surface water would tend to drain north-northeasterly towards runway 15-33 of the Barnstable Municipal Airport (Figure 1.2) . However, because there is very little vegetation at the site covering the soil , any precipitation would tend to quickly infiltrate into the ground or be lost to the atmosphere via surface evaporation and not move off the site 1 by surface drainage. Surface water drainage, if present , could eventually make its way to the waters of Nantucket Sound , about two miles ' to the south. The only surface water body in proximity of the site is a small pond near the southwest corner of the site. This pond appears to accumulate the run-off from various adjacent paved parking lots associated with properties to the south and west of the site under investigation. 0634R ' SEA Consultants Inc. ' Groundwater The groundwater conditions, including the direction of groundwater flow at and in the vicinity of the site, can be approximated based upon ' information derived from previous studies. As described by Guswa and LeBlanc (1981 ) , the Barnstable area is characterized by an aquifer which is comprised of five layers of varying hydraulic properties ranging in thickness from approximately 50 feet to 160 feet. These layers may extend •to depths as great as 400 feet below mean sea level at which depth the buried bedrock surface is believed to be located (Oldale, 1974) . Natural groundwater flow in the study area is most likely directed southerly toward Nantucket Sound. This flow direction is based upon an east-west trending groundwater divide situated approximately through the central portion of Barnstable (Guswa and LeBlanc, 1981 ) and the site as ' located south of this divide. The Town of Hyannis relies heavily upon groundwater sources for potable water supplies. Several existing supply wells owned by the Barnstable Water Company are located approximately 3,000 feet to the northeast of the site. S E A (1985) has demonstrated that under potential future I� conditions within Hyannis, flow at and in the vicinity of the site may be redirected to the northeast toward the supply wells. This is based upon Increased discharges at the Hyannis Water Pollution Control Facility (approximately 4,500 feet southwest of the site) and greater withdrawal from the aquifer liy the existing and future expected supply wells. -} 0634R 2-2 SEA Consultants Inc. If CHAPTER, 3 LAND USE, FILE SEARCH, AND FUTURE CONSTRUCTION Land Use Historically, very little documented informatio❑ exists as to past usages of the site. The only information available was verbal information from employees of the Town of Barnstable and the Barnstable Water Company. • These persons indicated that the auto junkyard has existed at the site for at least 25 years and possibly for as long as 40 years. Town records show only that Raymond Blackburn currently owns the site and has owned it for about 20 years. As previously noted, the site is currently occupied by Blackburn's Auto Salvage Yard which extends over approximately 80 percent of the site. The southerly portion of the site is occupied by scattered small trees, grasses and shrubs. Currently the site zoning classification is Zone B which allows general business usage. No prior zoning data appears to exist. DEQE File Search On February 23, 1988, S E A Consultants Inc. reviewed public records on file with the Massachusetts Department of Environmental Quality Engineering's (DEQE) Southeast Regional Office. These files contain records, information, . and reports pertaining to the assessment of environmental conditions at companies and sites where a release of oil or hazardous materials is suspected or known to have occurred. The files reviewed included the Barnstable Resource Conservation and Recovery Act (RCRA) Hazardous Waste File, the Barnstable General File, and the Barnstable Spill Reports File. The Barnstable General File contained no information that would indicate a potential environmental problem at the site or near to it. 0634R I� SEA Consultants Inc. ' One case file was located that relates to Parcel 16 at 157 Airport Road (see Figure 3.1) which borders the western edge of the site. A Massachusetts General Law Chapter 21-E Site Assessment was performed on this property by Hydell Ester Technical Services. At the time of the Investigation, the site was occupied by Solar Systems of Cape Cod. Results of associated groundwater testing showed that xylenes and 1 toluene were present in the 2 to 5 microgram per liter (ug/1) range. These volatile organic compounds currently do not have established maximum contaminant levels (MCLs) for drinking water. Town of Barnstable Records Search Records pertaining to the site were reviewed at the Department of Public Works, the Barnstable Health Department, the Town Clerk's Office and other town offices as appropriate. No records were found relating ' to the site that were pertinent to this investigation. On April 4, 19885 S E A personnel met with Lt. Dean Melanson of the Hyannis Fire ' Department - Fire Prevention Bureau to obtain information about above or below ground storage tanks that might be on the site under investigation. As of April 4, 1988, the Fire Prevention Bureau of the Hyannis Fire Department did not have any records showing the presence of underground or above ground storage tanks at the site nor do they ihave any information about tanks being removed from the site. Information supplied by the. Barnstable Fire Department referred to ' several junk car fires that have occurred on the site and that these were probably related to hydrocarbon fuels being spilled onto the ground and then being accidentally ignited. ' Other Relevant Information In October of 1986, IEP, Inc. performed a 21-E site assessment for property owned by the Barnstable Municipal Airport. This property abuts the site along its northern edge and is about 2.0 acres in area. -� 0634R 3-2 SEA Consultants Inc. r s' The results of their testing of groundwater samples were such that groundwater from IEP's four observation wells installed on the site north of the Auto Salvage Yard did not detect the presence of volatile organic compounds (by EPA Method 624). IEP reported lead (170 mg/kg) , cadmium (2.50 mg/kg) and some mercury (14.9 mg/kg) in the soils on the site. Because of the presence of these metals, they recommended performing EP toxicity tests on the soils at the site they investigated to determine if a contamination threat exists to the groundwater near the site. Proposed Future Construction According to plans provided by Barnstable Municipal Airport Commision's transportation consultants, Edwards & Kelcy, Inc. , approximately half of the site will be regraded (proposed earth cut) to accommodate the expansion of runway 15-33 and the associated taxiway. The proposed cut is roughly wedge-shaped in cross section, ranges from zero feet to approximately eight feet in vertical dimension, and will impact the north-easterly most portion of the site (closest to the proposed runway) . No construction is planned for the south-westerly portion of the site in connection with the runway expansion. i t 1 0634R 3-4 SEA Consultants Inc. ' CHAPTER 4 SITE INVESTIGATIONS Objective and Approacb The objective of the site investigation was to obtain information to evaluate the potential for a. release of oil or hazardous materials to have occurred into the environment from or onto the site. Tasks performed during the field investigation included: 1. Site reconnaissance. 2. Excavating shallow auger holes across the property and collecting soil samples from these holes for subsequent' field and laboratory testing. 3. - Screening the soil gas in the auger holes for the presence of photoionizable compounds using a Photovac TIP II Analyzer. 4. Drilling and sampling three soil borings. Soil samples were collected from the borings and retained for future examination. 5. Constructing groundwater monitoring wells in the three boreholes. 6. Collecting groundwater samples from the monitoring wells and analyzing them at a certified testing laboratory for the presence of purgeable organic compounds using EPA Method 624. 7. Surveying installed monitoring wells and measuring the relative elevations of groundwater to evaluate the direction of groundwater flow. 0634R 4-1 MEN SEA Consultants Inc. 8. Collecting four composite soil samples from the shallow auger holes for analysis at a state certified laboratory for the thirteen U.S. Environmental Protection Agency (EPA) priority pollutant metals. Site Reconnaissance A general site walk-over was conducted on March 24, 1988. The site under investigation was, on that date, occupied by an auto salvage yard and a small building. At that time, the auto salvage yard was essentially full , with little open space left for the storage of junked cars and used tires. Located within the auto junk yard were several jpiles of used tires. One of these piles was about 150 to 200 feet long, 40 feet wide and 15 feet high. All of the observed junked cars tand tires were located directly on the ground surface which also contained some intact and some smashed/broken batteries. Bits and pieces of chrome trim, rubber sealing strips, glass and other miscellaneous automotive debris litter the site fairly uniformly. About a dozen 55 gallon drums were observed on the site. Visual Inspection of the drums indicated that they were rusted,. but structurally intact. No labeling as to drum contents or owner was apparent or discernable. Because of the unknown nature of the drums' contents, no attempt was made to determine whether the drums contained any liquid materials. No catch basins, sumps, drainage ditches, lagoons, pits or evidence of drainage lines could be found on the site. Only small patches of paving were found on the site. Most were near to the existing site building. During the site walk-over, a Photovac TIP II was used to initially evaluate the organic vapor concentration of the ambient air and those conditions associated with any visible areas of potential contamination. 0634R 4-2 ' SEA Consultants Inc. ' A second abbreviated walk-over was made on April 4, 1988 when water 1 samples were collected. At that time, some of the junked cars had been compressed and hauled off-site. Approximately 20 percent of the ' original number of cars had been removed. Subsurface Investigations General The subsurface investigations were divided into three areas of activity. These activities were soil gas investigations, soil boring and monitoring well installations, and soil and groundwater sampling and analyses. Soil Gas Investigations Sixteen soil hand auger holes ranging in depth from six to twenty-four Inches below ground surface were excavated to sample and analyze the soil gas environment for volatile organic compounds (VOCs) and to obtain soil samples for priority pollutant metals analysis work. When La shallow auger hole is made, the soil gas from the surrounding soil fills the empty hole. Due to the volatile nature of many organic contaminants, a certain fraction of these contaminants are present as vapor in the soil gas. These contaminants can be detected with the Photovac TIP II, and measured as total ionizable compounds present in air in parts per million (ppm). Shallow auger holes were made at the site locations shown on Figure 3.1 . These holes were generally positioned well onto the site in a ' random grid pattern to evaluate Auer the overall site conditions. g hole depths varied due to the presence of buried rocks and automotive debris. In the soil . The auger hole identification number and soil gas measurement results (as total photoionizable volatile organics) are presented in Chapter 5. The Photovac TIP II is a direct reading device that will detect most volatile organic chemicals that typically occur in environmental samples, and are photoionized by the ultraviolet lamp contained within 0634R CM 1 SEA Consultants Inc. the detector. The TIP II produces a total reading for all of the Individual photoionizable gases present within a range of 0-2,000 ppm ' and above the detection limit of 0.1 ppm. The TIP II cannot identify Individual compounds. To sample the soil gas air, a small tube attached to the Photovac TIP II is inserted into the hole. The instrument draws a continuous stream of air through the tubing past its detector contained within the Instrument and gives a reading in parts per million. This procedure • was performed on each of the sixteen auger holes identified on Figure 3.1. he oil as atmosphere are most likely The detection of VOCs within t s g p y indicative of contaminated soil. Naturally occurring volatile organic compounds, if present , - would be expected to occur at relatively the same levels at all of the auger holes since soil and subsoil conditions appeared to be uniform throughout the site (that is, moderately dry sandy soil with a low organic content). Soil Borings and Monitoring Well Installations Soil borings and monitoring well installations were completed on March 24, 11988 by Environmental Drilling, Inc. of New Braintree, ' Massachusetts as a subcontractor to S E A. A total of three (3) soil borings were each drilled to a depth of 35 feet below ground surface. One single screened monitoring well was constructed in each of the boreholes following completion of the borings. Each of these operations was observed by an S E A geotechnical engineer. • During drilling operations, precautions .were taken not to introduce textraneous materials into the open boreholes. No drilling muds were used to facilitate drilling operations. Borings were advanced between sampling intervals using the hollow stem auger technique. Samples were obtained by driving a 1-3/8-inch inside diameter (ID) split spoon sampler with a 140 pound hammer falling 30 inches. The number of 1 0634R 4-4 1 - ' SEA Consultants Inc. 26 hammer blows required to drive the sampler for each 6-inch interval sampled are recorded on the boring logs. Representative soil samples Iwere placed in glass jars for retention for possible future analytical chemistry or soil classification work. Details of each soil boring Iincluding a description of the soil types encountered are presented in Appendix B. ' After completion of each soil boring,g, the monitoring wells were Installed. Groundwater monitoring wells were constructed of 2-inch I diameter, schedule 40, threaded, flush-joint , polyvinyl chloride (PVC) pipe. The wells in these borings are identified as MW-1 , MW-2 and MW-3. The slotted or "screened" portion of PVC consisted of 0.01-inch, machine-slotted openings around which filter sand was placed. A Ibentonite seal was placed above the screened portion of PVC in order to prevent materials from the surface from entering the well. A lockable metal cover attached to a three inch diameter protective metal guard pipe was placed over the top of the well casing. Monitoring well I cross-sectional schematics are presented in Appendix B, detailing the specific well construction. Monitoring well information is summarized In Table 4.1. Table 4.1 I, Monitoring Well Data Total Screened Elevation of I� Well ID Depth (ft) Interval (ft) Top of Casing MW-1 35 25-35 100.00 I . MW-2 35 24-34 98.45 IMw-3 35 25-35 96.92 Elevations were taken by S E A personnel surveying the top of monitoring well road box (protective casing), assuming the top of casing elevation of MW-1 equal to 100.00. The depth to water in each [' monitoring well was measured below top of casing using a tape. f 0634R 4-5 r I' SEA Consultants Inc. ' Soil and Groundwater Sampling and Analyses Soil samples for metals analyses were collected by compositing soil samples from the first six inches of each shallow auger hole excavation. These composites, in turn, were used to make one composite from each of the four auger holes located in each of the four quadrants of the site. This resulted in a total of four samples for laboratory analysis. The soil samples were collected and stored in .40 ml volatile organic analysis (VOA) vials and sent to Alpha Analytical Laboratory i ' for priority pollutant metals analyses using Environmental Protection Agency (EPA) approved methods. The analytical results are presented in Chapter 5. About one week after installation of -the monitoring wells, each well was purged with a clean teflou bailer and then sampled using this bailer. Two groundwater samples each were collected from monitoring wells MW-2 and MW-3. Well MW-1 could no longer be located due to the ' heavy equipment and heavy truck traffic that had passed over it during the process of hauling off the compressed junked automobiles from the I�. site. One sample from each well was retained by S E A for possible future analytical work and one was delivered to a state certified +' laboratory .for analysis for purgable organic compounds by EPA Method .624 the day after they were collected. The analyses were performed within the allowed 14 day holding period that has been established by the EPA for this type of analytical work. Alpha Analytical Laboratory, Ia state certified laboratory located in Ashland, Massachusetts, performed the analyses. The results for these tests are presented in iChapter. 5. 1� I� 0634R 4-6 I' M,maw SEA Consultants Inc. CHAPTER 5 } RESULTS OF SITE INVESTIGATIONS ' Surficial Geolog y and Hydrology As described in the soil boring logs (Appendix B) , subsurface soils encountered to a depth of about 35 feet below the ground surface ' generally consisted of medium dense to dense, fine to coarse sand and trace amounts of fine to coarse gravel. Water was encountered at an average depth of 28.8 feet below ground surface in the monitoring wells. No water was encountered in any of the shallow auger hole excavations. Observed water levels in the monitoring wells as shown in Table 5. 1 ranged from 27.7 to 29.9 feet below the ground surface. Based on the water level elevations taken in the three installed wells, the general direction of groundwater flow in the vicinity of the observed water table appears to be in an -east to ( northeasterly direction. This is generally in agreement with data from earlier studies done by IEP, Inc. (1986) on property that abutts this site, and is most likely due to pumping influences of the Barnstable Water Company supply wells which are located northeast of the site (S E A, 1985). Table 5.1 Groundwater Elevations Depth to Elevation of Groundwater Well ID Water (ft) Top of Casing Elevations (ft) MW-1 29.9 100.00 70.1 MW-2 28.8 98.45 69.6 MW-3 27.7 96.92 69.2 r _? 0634R 5-1 SEA Consultants Inc. t � 3 ' Analytical Results - Soil Samples ' The results of the four (4) composite soil samples (one sample from each quadrant) analyzed for total metals are presented in Table 5.2 and Appendix C. Table 5.2 ' Results of Chemical Tests - Soil Samples Quadrant 1 Quadrant 2 Quadrant 3 Quadrant 4 Limit of Metala Results Results Results Results Detection ' Antimony 16.9 16.5 16.9 M 3 10.0 Arsenic 8.8 7.6 10.1 6.8 0.1 Beryllium BDL BDL BDL BDL 0.4 Cadmium 2.2 2.9 2.3 3.5 0.2 Chromium 9.2 9.5 10.9 14.5 0.4 Copper 18. 3 34.9 37.0 73.4 0.4 Lead 170 240 210 300 1.0 Mercury BDL BDL BDL BDL 0.21 Nickel 16.1 19.4 10.9 40.5 1.0 Selen Wm 0.2 0.2 BDL 0.1 0.1 Silver BDL BDL BDL BDL 0.06 Thallium 10.6 10. 7 10.7 BDL 10.0 • Zinc 290 140 200 380 0.2 Note: All results are in milligrams per kilogram (approximately equal to parts per million) a = as total constituents b = as milligrams per kilogram BDL = Below Detection Limit 1� ' 0634R SEA Consultants Inc. From the analytical results for the total metals content of the soil samples in Table 5.2, it can be seen that the concentration of metals at the site is moderately uniform except for concentrations of copper, lead, nickel and zinc in Quadrant 4. The concentration of these metals II ' range from almost twice the lowest concentration of the metal in the soils to more than four times the lowest concentration of the metal in ' the soils. According to information published by the U.S. Geological Survey (Shacklette and Boerngen, 1984) , the mean values for these metals in natural soils and surficial deposits in the Eastern United States are as follows: copper at 22.0 mg/kg, lead at 17.0 mg/kg, nickel ' at 18.0 mg/kg and zinc at 52.0 mg/kg. Analytical Results - Soil Gas During the site walkover with the Photovac TIP II, patches of ' oil-stained surface soil ranging in area from approximately one to one hundred square feet produced readings just slightly above background ' levels when monitored. Approximately in the center of the site, the TIP II unit produced readings of 5.0 to 10.0 parts per million (ppm) in ' air when held at about three feet above ground surface. A walk through of this central area did not result in observing any definite source ' for the hydrocarbon vapors. Monitoring at other portions of the site produced readings in the air at about three feet above the ground that were within background concentrations limits. t The auger hole identification number and soil gas measurement results (as total photoionizable volatile organics) are presented in 'Table 5.3. From these results, it is apparent that some samples had- concentrations of VOCs in the soil gas that exceeded the background concentration of approximately 1 .0 ppm. In our opinion, four auger ' holes significantly exceeded the background level. These were auger holes A2, A4, C2 and C4 (Figure 3.1) The results for these four ' locations are indicative of VOC contamination in the soil . ' 0634R MA a- ' Table 5.3 Soil Gas Results {1 Total Ionizable Organic Auger Hole ID Compounds Present (ppm) ' Quadrant 1 Al less than 1 .0 B1 less than 1.0 I , Cl less than 1 .0 I D1 less than 1 .0 Quadrant 2 A2 132.0 2 less than 1.0 C2 41 .0 I D2 less than 1.0 Quadrant 3 A3 less than 1.0 (' B3 less than 1.0 C3 less than 1 .0 ' D3 less than 1 .0 I Quadrant 4 A4 5.0 fB4 less than 1 .0 C4 5.0 I� D4 less than 1 .0 ' The low readings found at most. of the hand auger holes on the site, as shown in Table 5.2, tend to indicate that little or no naturally ' occurring volatile organics are present. I ' 0634R - 1 ' Analytical Results - Groundwater ' S E A collected groundwater samples from monitoring wells MW-2 and MW-3 for analysis at Alpha Analytical Laboratory for VOCs by EPA Method 624. This was based on the results of the soil gas monitoring with the Photovac TIP II which indicated concentrations of VOCs above background concentrations at four locations. The analyses, as shown in Table 5.4 ' reported only trichlorofluoromethane (also known as Freon 11 and fluorotrichloromethane) in MW-3. This VOC does not have an established ' MCL and, as of July 1987, the EPA did not require periodic monitoring for this compound in public _ water supply systems. ' Table 5.4 Results of Chemical Tests - Groundwater Samples Monitoring Monitoring USEPA Limit Well Well Established of Detec- Compounda MW-2 MW-3 MCL tionb Benzene BDL BDL 5.0 4.4 Ethyl Benzene BDL BDL •+• 7.2 Toluene BDL BDL + 6.0 Xylenes BDL BDL + 10.0 Vinyl Chloride BDL BDL 2.0 6.5 Tetrachloromethane BDL BDL 5.0 2.8 1 ,2-Dichloroethane BDL BDL 5.0 .2.8 Trichloroethylene BDL BDL 5.0 1.9 P-Dichlorobenzene BDL BDL 75.0 10.0 1 ,1-Dichloroethylene BDL BDL 7.0 2.8 1 ,1 ,1-Trichloroethane BDL BDL 200.0 3.8 Trich.lorofIuoromethane BDL 190 + 5.0 (Fluorotrichloromethane) Notes: All results are in micrograms per liter (ug/1 ) (approximately equal to parts per billion) + = No MCL (Maximum Contaminant Level) has been established. a = as purgeable volatile organics (EPA Method 624) ' b = micrograms per liter (see Appendix C) BDL = Below Detection Limit 0634R 5-5 SEA Consultants Inc. I,I Fluorotrichloromethane (trade name Freon-11) is commercially used as a refrigerant, aerosol propellant, in solvent cleaning mixtures, as a foaming agent and sometimes in fire extinguishers. Based on the Information obtained during the course of this investigation, a probable source for this compound might be from leakage from air conditioning systems in junked automobiles. I' 0634R f CHAPTER 6 PRELIMINARY RISK ASSESSMENT Objective ' The preliminary risk assessment gathers together existing Information p y g g g and qualitatively analyzes the risk posed to public health, welfare, or the environment based on potential exposure to hazardous, materials Identified in the sampling and testing programs. The risk assessment Is based solely on information collected to date, and our understanding of conditions as they currently exist. The risk assessment follows a logical sequence of steps to document any ' imminent or substantial environmental threat that may exist at the site. The following areas of identifications and/or characterization ' were assessed for their relevance to this site: I 1 . Review of the results of the soil and groundwater screening and testing programs. 2. The pathways and transport mechanisms for contaminants to reach receptor populations. 3. Populations identified as being at risk. 4. Risk characterization assessing the extent of expected harm and the likelihood of such harm occurring. Compounds Detected Results of the soil auger hole testing are presented in Chapter 5. With the exception of the four soil auger holes in Quadrants 2 and 4, all auger holes were found to contain 1.0 ppm or less of total 0634R 6-1 photoionizable compounds in the soil gas. Although relatively high concentration of VOCs were detected in the soil gas environment in ' auger holes in Quadrants 2 and 4 of the site (Figure 3.1), analytical results for the groundwaters from the monitoring wells revealed only ' Freon 11 at 190 ug/l. This suggests that migration of VOCs from the site's unsaturated soils to the aquifer located about 28 feet below the ' site surface may be occurring to only a minor degree most likely due to the excessive depth to groundwater. None of the compounds associated with gasoline or oil spills were found in the groundwater. These associated compounds would be VOCs such as benzene, toluene, ' ethylbenzene or one of the xylene isomers. Lead, copper, nickel and zinc present in the site soils above what are considered to be mean concentration levels, indicates that a release of hazardous materials may have occurred on the site. At present, based ' on information from IEP's environmental site assessment of the property that abuts the site under investigation, very little, if any, ' migration of metallic species into the groundwater at the abutting site location' appears to be occurring. ' Pathways and Transport Mechanisms The primary pathway for environmental contaminants to reach receptor populations would be through direct ingestion of the site soils. A ' secondary pathway is through dermal (skin) contact. A minor, but possible, pathway would be from inhalation of airborne particulate !, material originating from the site. 1 It is conceivable that young children .could ingest surficial soils or have significant skin contact if they were allowed to play unsupervised In the area where site soils are exposed to the atmosphere. This possibility must be considered as very unlikely due to the site's location and proposed future use. I, 0634R 6-2 i ' There does not appear to be a significant potential for VOC ' contaminants present in the near-surface soils to migrate off-site with the groundwater, since relatively low levels of VOCs were detected in the monitoring well water. Unless additional test results show that metals can leach from surface soil samples from the site, the potential for movement of metallic species off site is relatively low. Populations at Risk The only group that may be at risk are those individuals who are ' working at the site or on properties that are near to it. Some fugitive dust containing copper, nickel , zinc or. lead compounds may reach individuals working on the site and in buildings to the west and ' south of the site. Some slight risk of exposure to these metals may exist for these individuals. There are no nearby residential units at the site and the area around it is zoned for general business use only. ' Risk Characterization Unless further investigations show that hazardous materials' are migrating offsite through either wind or water induced movement, then the . risk posed to public health and the environment by this site appears to be low based on the information that is currently available. f 0634R 6-3 l CHAPTER 7 ' FINDINGS, CONCLUSIONS AND RECOMMENDATIONS Findings and Conclusions It is the opinion of S E A Consultants Inc. that an imminent , substantial threat to public health or the environment does not exist at this site. However, in our opinion, remedial actions and/or further testing of the site may be required by the DEQE unde-r the present site conditions. This opinion is based on the following findings and conclusions. I ' Findings 1. The subsurface soils at the site generally consist of fine to coarse sands. I 2. Water levels were observed at depths ranging from 27.7 to 29.9 feet. I3. The general direction of groundwater flow in the vicinity of the water table at the site is east to northeasterly. 4. There is no public record on file with the Department of Environmental Quality Engineering of any oil or hazardous material release or history of hazardous waste disposal at the site under investigation. 5. The only VOC detected in the groundwater on-site was fluorotri chi oromethane 1190 ug/1 ) in monitoring well MW-3. This VOC presently does not have an established MCL for drinking water. 0634R 6. The concentrations of photoionizable compounds detected in the • soil were generally relatively low when compared to measured ' background conditions. Exceptions, however, were at four shallow auger holes in Quadrants 2 and 4 which produced concentrations ranging from 5.0 to 132 ppm. 7. There were visually apparent surface areas of oil contamination of the on-site soils. 8. The soils at the site contain moderately elevated levels of copper, nickel , lead and zinc as compared to the reported mean ' concentrations values for these metals in soils in the Eastern United States. Conclusions ' 1 . The subsurface conditions encountered agree with the surficial geology mapping previously reported by the U.S. Geological Survey. 2. The VOCs detected in the auger holes in Quadrants 2 and 4 are probably the results of miscellaneous spills of oil and/or ' gasoline onto the ground surface at or near these locations. 3. There does not appear to be a significant environmental hazard associated with the metals in the site soil because a 1, significant transport mechanism that could cause the II contaminants to migrate off-site does not appear to be present. I� i 0634R LEE i SEA Consultants Inc. ' 33 Recommendations .i Based on the findings of this environmental site assessment and the proposed future construction planned for this site, S E A recommends the following: 1. Submit this report to the Massachusetts Department of Environmental Quality Engineering (DEQE) for their review and evaluation. 2. Prior to and during re-grading of the site to accommodate the expansion of runway 15-33, perform field and laboratory analyses to define the horizontal and vertical extent of the visibly stained and potentially oil or gasoline contaminated soils. Sampling and analysis protocols, and handling and ' disposal of all contaminated soils, should be performed in accordance with the DEQE's Interim Policy on Management of Residuals Under M.G.L.Chapter 21E from Spills* / Releases of Virgin Petroleum Oils. r3. For the portion of the site beyond the proposed limit of grading, we recommend that the same procedures described above be implementd to ensure that those oil or gasoline . • contaminated soils are properly remedied. Alternatively, if acceptable to DEQE, since the oil and/or gasoline constituents believed to be present in the site soils do not appear to be mobile .(entering the groundwater regime beneath the site) , cover, grade and seed the remaining portion of the site with clean borrow material from the excavation area. This will provide a local spoil disposal area, will eliminate the Ingestion and dermal contact exposure routes, and will result In significant cost savings over off-site disposal. I' 0634R 7-3 1 � SEA Consultants Inc. CHAPTER 8 1 LIMITATION OF WORK This site assessment was performed for the exclusive use of the Barnstable Airport Commission. The conclusions drawn by S E A are based solely on information gathered to date. Information that may be gathered in the future may• modify. certain of the conclusions reported here. This report has been prepared in accordance with generally accepted engineering practices. No other warranty, expressed or Implied, is made. f f I ' 0634R APPENDIX A � .E.aaCas I � I if r 3 REFERENCES i ' Guswa, J.H. and D.R. LeBlanc, 1981. "Digital Models of Groundwater Flow in the Cape Cod Aquifer System, Massachusetts," U.S. Geological Survey Water Resources Investigations Open-File Report 80-67, 128 pp Shacklette H. T. and Josephine C. Boerngen, 1984. "Element Concentrations in soils and other Surficial Materials in Conterminous United' States", U.S. Geological Survey Professional Paper 1270. IEP, Inc. , 1986. 21-E Site Assessment, •Barnstable Municipal Airport, Hyannis, Massachusetts" prepared for Edwards & Kelly, 286 Congress Street, Boston, Massachusetts. Oldale, R .N. , 1974. "Geologic Map of the Hyannis Quadrangle, Barnstable County, Cape Cod, Massachusetts," U.S. Geological Survey, Geologic Quadrangle Map GQ-1158. S E A Consultants Inc. , 1985. "Groundwater and Water Resource Protection Plan," prepared for the Town of Barnstable, Massachusetts. APPENDIR B } SOIL BORING LOGS AND ' MONITORING WELL SCHEMATICS I, Page 1 of 2 Project : BARNSTABLE MUNICIPAL AIRPORT Boring Log 21 E SITE ASSESSMENT Boring No. B-1 E ultants Inc. BARNSTABLE, MASSACHUSETTS Ref. No. 88053.01 iArchliecis 1CSE---tra:ctor: ENVIRONMENTAL DRILLING,INC. Casing Size: 3 3/4'I.D.H.S.A. EnginearlGeologist: M.P.CLARK Sampler: 1 318'L D. SPLIT SPOON Boring Location: SEE MAP Ground Surface Elev.: SEE PLAN Water Level: 29'11' Date: 3/24/88 Casing at: OUT Sample Depth Sample Stratum (ft) No Pan/Rs c. (ft)Depth Blows/6" Description Remarks Description S-1 0.0'-2.0' Medium dense,brown,fine to 1 Fine to coarse SAND,iave to some 0.5 coarse SAND,some fine to coarse fine to coarse gravel 1 1.5 gravel 2 2.5 3 3.5 4 4.5 5 5.5 S-2 18/5 5.0'-6.5' 21 Medium dense,brown,fine to 16 coarse SAND,little fine to coarse 6 6.5 11 gravel 7 ' 7.5 8 8.5 9 9.5 1 010 5 S-3 18.10 10.0'-11.5' 16 Medium dense,sample penetration, 2 g no recovery other than one large 11 8 pebble in end of spoon 11s 1 212.5 (12.0') Medium SAND with varying 13 amounts of finer and coarser 13.5 sands,trace fine gravel 14 14.5 1 515 5 S-4 18/10 15.0'-16.5' 16 Dense,light brown to tan,medium to 1 6 17 coarse SAND 16.5 14 +� 1 817.5 1 18.s 19 1s.s 20 Granular Soils Cohesive Soils Remarks. Blows/FL Density Blows/FL Density 1. Sample S-1 from auger cuttings. 2 No recovery;large pebble lambed in spoon. 0-4 V.Loose <2 V.Soft 3. Augered to 35.0',sand blew into augers about 2'upon plug withdraweral,no sample taken;well 4-10 Loose 2-4 Soft set at35.0' 10.30 M.Dense 4-8 M.Stiff Boring Lo 30-50 Dense 8.15 Stiff 9 9 >50 V.Dense 15.30 V. Stiff Boring No. B-1 �) 1 1 >30 Hard Ref.No. 88053.01 Information on this tog is a compilation of subsurface conditions and soil or rock classifications obtained from the field as well as laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines may be transitional and approximate.Water level measurements have been made in the open boreholes at the time and location indicated.and may vary with time,geologic condition or construction activity. 3Y Page 2 of 2 Project . BARNSTABLE MUNICIPAL AIRPORT Boring Log 21 E SITE ASSESSMENT Boring No.8.1 S E A Consultants Inc. BARNSTABLE, MASSACHUSETTS Ref. No. 88053.01 Engineers/Architects Contractor: ENVIRONMENTAL DRILLING,INC. Casing Size:3 3/4'I.D.H.SA Engineer/Geologist: M.P.CLARK Sampler: 1 3'8*L D. SPLIT Boring Location: SEE MAP SPOON Ground Surface Elev. : SEE PLAN Water Level : 29'11* Date: 3/24/88 Casing at:OUT Sample Depth Sample Stratum (tt) No. p/Re(in) Dep)h Blows/6" Description Remarks Description 20.5 Medium dense,light brown to tan, Medium SAND with varying 21 16 medium SAND,trace of fine to amounts of finer and coarser 21.5 coarse sand sands,trace fine gravel 22 22.5 23 23.5 24 24.5 25 25.5 26 26 5 S-6 18111 25.0.26.5 Medium dense,light tan to white 1 (with trace of brown lenses)fine 27 13 SAND,trace medium to coarse send 27.5 28 28.5 29 29.5 30 030.5 S-7 18115 30.0'-31.5' 16 Dense,wet,tight brown,fine to 31 coarse SAND,trace fine gravel 31R14 .5 19 32 32.5 3 333.s . 34 34.5 3 535.5 3 36 Bottom of Explorabon at 35.0' 36.5 37.5 ' 38 38.5 ' 3 939.5 40 Granular Soils Cohesive Soils Remarks: Blows/Ft. DensityBlows/Ft. Density 1. Sample S-1 from auger cuttings. ty 2. No recovery;large pebble jambed in spoon 0-4 V.Loose Q V.Soft 3. Augered to 35.0',sand blew into augers about Z upon plug withdraweral,no sample taken;well ' set at 35.0' 4-10 Loose 2.4 Soft 10-30 M.Dense 4-8 M.Stiff Boring Log 30-50 Dense 8-15 Stiff >50 V.Dense 15-30 V.Stiff Boring No. B-1 >30 Hard Ref.No. 88053.01 Information on this lop is a compilation of subsurface conditions and soil or rock classifications obtained from the field as well as laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum fines may be transitional and approximate.Water level measurements have been made in the open boreholes at the time and location indicated,and may very with time,geologic condition or construction activity. 37 Page 1 of 2 } Project : BARNSTABLE MUNICIPAL AIRPORT Boring Log 5 21 E SITE ASSESSMENT Boring No. B-2 rEnqlnoors/Architects A Consultants Inc. BARNSTABLE, MASSACHUSETTS Ref. No. 88053.01 ctor: ENVIRONMENTAL DRILLING,INC. Casing Size: 3 314'I.D.H.S.A. Engineer/Geologist: M.P.CLARK Sampler: 1 3/8'L D. SPLIT SPOON Boring Location: SEE MAP Ground Surface Elev. : SEE PLAN Water Level: 28'-6' Date: 3/24188 Casing at: OUT Sample Depth Sample Stratum (tt) No Pen (in) Depth Blows/6" Description Remarks Description /Rse. (fq S 1 0.0'-2.0' Brown,silty fine to medium SAND 1 Fine to me0lum SAND, some fine to 0.5 coarse gravel,some to like silt 1 1.5 • 2 2.5 3 3.5 4 4.5 l _ 5 5.5 S-2 18/10 5.0'-6.5' 11 Medium dense,brown,silty fine 11 SAND,some fine to coarse gravel, 6 6.5 t3 trace medium to coarse sand j 7 7.5 �i8 8.5 { 9 9.5 1 S-3 1&12 /0.0'-11.5' 14 10.5 Medium dense,brown,fine to 13 medium SAND•some fine fo coarse 11 11s t2 gravel 1 212-5 Fine to coarse SAND,trace fne 13 gravel I� 13.5 14 14.5 1515 5 S-4 18/10 15.0'-16.5' 16 Dense,light brown to tan,fine to 25 coarse SAND.trace fine gravel 1 616.5 27 1 717.5 18 18.s 1 91s.5 20 Granular Soils Cohesive Soils Remarks: Blows/FL Density Blows/FL Density 1. Sample S-1 from auger cuttings. 0-4 V.Looss <2 V.Soft 4.10 Loose 2-4 Soft 10-30 M.Dense 4-8 M.Stiff Boring Log 30.50 Dense 8-15 stiff 9 9 >50 V.Dense 15.30 V.Stiff Boring No. B 2 >30 Hard Ref.No. 88053.01 Infommbon on this log is a compilation of subsurface conditions and soil or rock classifications obtained from the field as well as laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines may be transitional and approximate.Water level measurements have been made in the open boreholes at the time and location indicated,and may vary with time,geologic condition or construction activity. I� L1° Page 2 d 2 Project : BARNSTABLE MUNICIPAL AIRPORT Boring Log see 21 E SITE ASSESSMENT S E A Consultants Inc. BARNSTABLE, MASSACHUSETTS Boring No.Rot. No. 86053.53.01 Engineers/Architects Contractor: ENVIRONMENTAL DRILLING,INC. casino Size:3 3/4'I.D.H.SA Engineer/Geologist: M•P.CLARK Sampler: 1 3✓8*L D. SPLIT Boring Location : SEE MAP SPOON Ground Surface Elev.: SEE PLAN Water Level : 28'-6- Date: 3124/88 casing at:OUT Sample Depth Sample Stratum (ft) No Pen (in) Depth Blows/6- Description Remarks Description /Rec. (I I) 20.5 Medium dense,tan,fine to medium Fire to coarse SAND,trace fine 21 11 SAND,little coarse send,fine gravel gravel 21.5 22 22.5 16 23 23.5 24 24.5 25 2s.s 2 626 5 S-6 111115 25.0-26.5 11 Medium dense,tan to white,fine 1 SAND,some medium to coarse '.' 27 14 sand,trace fine gravel 27.5 28 28.5 29 l� 29.5 II 3.0 S-7 18/10 30.0'-31.5' 5 Loose,wet tan,fine to coarse 31 SAND,little fine gravel 4 31.5 32 32.5 33 t 34 33.5 34.5 I� 3 3 635.5 Bottom of Exploratlon at 35.0' 36.5 37 37.5 38 38.5 39 39.5 40 Granular Soils Cohesive Soils Remarks: 1. Sample S-1 from auger cuttings. BlowsJFt Density Blows/Ft Density 0-4 V.Loose <2 V.Soft 4-10 Loose 2-4 Soft 10-30 M.Dense 4-8 M.Stiff Boring Lo 30-50 Dense a-15 stiff 9 9 >50 V.Dense 15.30 V.Stiff Boring N. B-2 01 >30 Hard Ref.No. Information on this log is a compilation of subsurface conditions and soil or rock classifications obtained from the field as well as laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines may be transitional and approximate.Water level measurements have been made in the open boreholes at the time and location indicated,and may vary with time,geologic condition or construction activity. Page i of 2 Project : BARNSTABLE MUNICIPAL AIRPORT Boring Log 21 E SITE ASSESSMENT Boring No. B-3 S E A Consultants Inc. BARNSTABLE, MASSACHUSETTS En inears/Architects Ref. No. 88053.01 Contractor: ENVIRONMENTAL DRILLING,INC. Casing Size: 3 3/4'LD.H.SA. Engineer/Geologist: M.P.CLARK Sampler: 1 318'L D. SPLIT SPOON Boring Location: SEE MAP Ground Surface Elev. : SEE PLAN Water Level: 28'-6' Date: 3124/88 Casing at: OUT Sample Depth pen a le cn Sample Remarks Stratum ift) No. on (I Depth Blows/6- Description Description S-1 0.0'-2.0' Brown to dark brown,fine to coarse 1 Fine to coarse SAND,lime fine 0.5 SAND,little fine gravel gravel 1 1.5 2 2.5 3 3.5 4 4.5 I 5 5.5 S-2 18n0 5.0'-6.5' 15 Dense,brown,fine to coarse SAND, 18 little fine gravel 6 6.5 23 7 7.5 8 8.5 9 9.5 1 10.5 S-3 18r9 10.0'-11.V 9 Dense,light brown to tan,fine to 14 medium SAND,little fine to coarse 11 11.5 16 gravel,coarse sand 1.(r) Fine to medium SAND,little fine to 12 coarse gravel,coarse sand 12.5 13 I 13.5 f 1 414.5 (I 1 515 5 S-4 18/15 15.9-16.5' 12 Dense,brown,fine to coarse SAND,� 17 little fine to coarse gravel 16 16.5 t9 1 817.5 18 18.5 1� 19 919.s 20 Granular Soils Cohesive Soils Remarks: BlowseFt. Density Blows/FL Density 1. Sample S.i from auger cuttings. 0-4 V.Looss <2 V.Soft 4-10 Loose 2-4 Soft 10-30 M.Dense 4-8 M.Stiff Boris LO 30-50 Dense 8-15 Stiff 9 9 >50 V.Dense 15.30 V.Stiff Boring No. B-3 >30 Hard Ref.No. 86053.01 Information on this log is a compilation of subsurface conditions and soil or rock classifications obtained from the field as well as laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines may be transitional and approximate.Water level measurements have been made in the open tloreholes at the time and location indicated,and may vary with time,geologic condition or construction activity. Page 2 of 2 Project . BARNSTABLE MUNICIPAL AIRPORT Boring Log 21 E SITE ASSESSMENT Boring No.8.3 S E A Consultants Inc. BARNSTABLE, MASSACHUSETTS Ref. No. 88o53.Ot Engineers/Architects contractor: ENVIRONMENTAL DRILLING,INC. Casing Size:3 314•I.D.H.SA. Engineer/Geologist: M.P.CLARK Sampler: I M*1.D. SPLIT Boring Location: SEE MAP SPOON Ground Surface Elev. : SEE PLAN Water Level : 28'•6- Date: 3/24/88 Casing at:OUT Sample Depth Sample Stratum (ft) No. Pon (in) Depth Blows/6" Descrlptlon Remarks Descrlptlon 2o.s Dense,tan,fine SAND,little medium Fine to medium SAND,little fine b 21 21.5 16 to coarse SAND,fine gravel coarse gravel,coarse sand 22 22.5 14 23 23.5 24 24.5 25 2s.s 2 626 5 S-6 t 8/9 25.0.26.5 14 Medium dense,tan,fine SAND,little medium b coarse sand,trace fine 27 13 gravel 27.5 28 28.s i' 29 29.5 3 030.5 S-7 18110 30.0'-3 t.5' 7 Medium dense,wet tan to brown, fine to coarse SAND,little fine to 3 6 coarse gravel ' 31.5 32 32.5 3 333.5 34 34.5 35 ----- 35.5 Bottom of Exploration at 35.0' 36 36.5 �. 3 737.5 38 38.5 39 39.5 40 Granular Soils Cohesive Soils Remarks: 1. Sample S-t from auger cuttings. Blows/Ft Density Blows/FL Density 0 4 V.Loose <2 V.Solt / 4-10 Loose 2.4 Soft 10-30 M.Dense 4-8 M.Stitt 30.50. Dense 8-15 stiff Boring Log >50 V.Dense 15 30 V.Stitt Boring No. B-3 >30 Hard Ref.No. 88053.01 Information on this log is a compilation of subsurface conditions and soil or rock classifications obtained from the field as well as laboratory testing of Information Strata have been interpreted by commonly accepted procedures. The stratum lines may be transitional and approximate.Water level measurements have been made in the open boreholes at the time and location indicated,and may vary with time,geologic condition or construction activity. a t y' S E A Consultants Inc. Engineers/Architects Cambridge,MA. S.Portland,ME Wethersfield,CT. DRILLING CONTRACTOR: ENVIRONMENTAL DRILLING,INC. MONITORING WELL NO. M W-1 FOREMAN:JOHN STONE JOB NO: 8806901 CLIENTBARNSTABLE AIRPORT METHOD: HOLLOW STEM AUGER LOCATION SEE PLAN DATE SEA GEOLOGIST/ENGINEER: M.P.CLARK START: 3/25/88 FINISH: 3/25/88 GROUNDWATER LEVEL: SOIL SAMPLES TAKEN: YES DATE: 3/25/88 TIME: 2:OOP.M. EQUIPMENT CLEANING: YES FEET: 25 11* METHOD: STEAM CLEANING PRIOR TO BEGINNING METHOD: TAPE,. DATUM: TOP OF CASING MATERIAL TO FACILITATE DRILLING: NJ TYPE: N/A LOCKABLE OR SCREW-TYPE METAL COVER ( ELEV. 100.0'ASSUMED ) i GROUND SURFACE ■ ( APPROX. EL. 100.00' ) 3'_ DIA. PROTECTIVE METAL GUARD PIPE ( HEIGHT A.G.S. 0.0 ) IMPERMEABLE SEAL ( DEPTH RANGE NIA ) CEMENTGROUT 2' DIA. SCHEDULE 40 PVC THREADED BACKFILL FLUSH JOINT RISER PIPE ( DEPTH RANGE 0.0'•21.0' ) ( DEPTH RANGE 0.0'•25.0' 3 3/4' DIA. BOREHOLE IMPERMEABLE SEAL ( DEPTH••RANGE 21.0'•23.0' ) — 2* DIA. SCHEDULE 40 PVC THREADED SAND FILTER — FLUSH JOINT 10 -SLOT SCREEN ( DEPTH RANGE 23.0'- 35,0' ) _ ( DEPTH RANGE• 25.0'-35.0' ) WELL PLUG 35.0' NATURAL MATERIAL Rm BOTTOM OF SOIL BORING(DEPTH 35.0' ) MONITORING WELL CROSS SECTION SCHEMATIC S E A Consultants Inc. Engineers/Architects Cambridge,MA. S.Portland,ME. Wethersfield,CT. ' DRILLING CONTRACTOR. ENVIRONMENTAL DRILLING,INC. MONITORING WELL NO. M W-2 FOREMAN:JOHN STONE JOB NO: 8806901 CLIENTBARNSTABLE AIRPORT METHOD: HOLLOW STEM AUGER LOCATION SEE PLAN CCIMIUN DATE SEA GEOLOGIST/ENGINEER: M.P.CLARK START: 3/25/88 FINISH: 3125188 GROUNDWATER LEVEL• SOIL SAMPLES TAKEN: YES DATE: 3/25/88 TIME: 2:00P.M• EQUIPMENT CLEANING: YES FEET: 28.5' METHOD: STEAM CLEANING PRIOR TO BEGINNING METHOD: TAPE DATUM: TOP OF CASING MATERIAL TO FACILITATE DRILLING: NJ TYPE: N/A LOCKABLE OR SCREW-TYPE METAL COVER ( ELEV. 98.45' ASSUMED ) ' GROUND SURFACE ( APPROX. EL. 98.45' ) �1 ' 3' DIA. PROTECTIVE METAL GUARD PIPE ( HEIGHT A.G.S. 0.0 ) IMPERMEABLE SEAL ( DEPTH RANGE N/A ) CEMENTGROUT 2- DIA. SCHEDULE 40 PVC THREADED BACKFILL FLUSH JOINT RISER PIPE ( DEPTH RANGE 0.0'•20.0' ) ( DEPTH RANGE 0.0' -24.0' ) 3 314- DIA. BOREHOLE IMPERMEABLE SEAL ' � ( DEPTH RANGE 20.0'-22.0' ) — —_ 2* DIA. SCHEDULE 40 PVC THREADED SAND FILTER — FLUSH JOINT 10 -SLOT SCREEN ' ( DEPTH RANGE 22.0'. 35.0' ) _ ( DEPTH RANGE 24.0' . 34.0' ) WELL PLUG 34.0' ' NATURAL MATERIAL BOTTOM OF SOIL BORING(DEPTH 35.0' ) MONITORING WELL, CROSS SECTION SCHEMATIC ' ys S E A Consultants Inc. 1 Engineers/Architects Cambridge,MA. S.Portland,ME. Wethersfield,CT. ' DRILLING CONTRACTOR: ENVIRONMENTAL DRILLING,INC. MONITORING WELL NO. M W-3 FOREMAN:JOHN STONE JOB NO: 8806901 CLIENT$ARNSTABLE AIRPORT METHOD: HOLLOW STEM AUGER LOCATION SEE PLAN DATE SEA GEOLOGIST/ENGINEER: M.P.CLARK START: 3125/88 FINISH: 3/25/88 GROUNDWATER LEVEL: SOIL SAMPLES TAKEN: YES DATE: 3/25/88 TIME: 2:00 P.M. EQUIPMENT CLEANING: YES FEET: 27' -7. METHOD: STEAM CLEANING PRIOR TO BEGINNING METHOD: TAPE DATUM: TOP OF CASING MATERIAL TO FACILITATE DRILLING: NO ' TYPE: N/A LOCKABLE OR SCREW-TYPE92 ASSUMED METAL COVER ( ELEV. ) tGROUND SURFACE ( APPROX. EL. 96.92' ' 3' DIA. PROTECTIVE METAL GUARD PIPE ( HEIGHT A.G.S. 0.0 ) IMPERMEABLE SEAL ( DEPTH RANGE N/A ) CEMENTGROUT 2' DIA. SCHEDULE 40 PVC THREADED BACKFILL FLUSH JOINT RISER PIPE ( DEPTH RANGE 0.0'-21.0' ) ( DEPTH RANGE 0.0'-25.0' ) 3 314' DIA. BOREHOLE IMPERMEABLE SEAL ( DEPTH RANGE 21.0'- 23.0' ) 2 DIA. SCHEDULE 40 PVC THREADED SAND FILTER _ FLUSH JOINT 10 -SLOT SCREEN ( DEPTH RANGE 23.0'-35.0' ) — ( DEPTH RANGE E F5.0'-35.0' ) WELL PLUG .35.0' ' NATURAL MATERIAL BOTTOM OF SOIL BORING(DEPTH 35.0' ) � MONITORING WELL CROSS SECTION SCHEMATIC C^ i 11 �� ' 1 1 I . 1 I 1 ! I 1� . l i� saaooaa aaoisao-ao-Nina axd It slusaa aaozVaORV I a XIaxadav 1 1 y? AIRR ANALYTICAL IABCPATCRIES ' 200 Ekmier Avenue Ashland Tac bnology Center Ashland, Massachusetts setts 01721 ' (617) 881-3503 ' CERTIFTCAM OF ANALYSIS Client: SEA Consultants Job Number: 880501 ' Address: 485 Massachusetts Avenue Invoice Number: 4110 Cambridge, MA 02139 Date In: 03/28/88 Attn: Willis R. Moody Date Repotted: 04/11/88 ' Sample Description: Four soil samples SEA Proj. t88069.01 i ' REFERENCES: 1. Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. ' EPA SW-846. 1982. 2. Standard Methods for Examination of Water and Waste Water. APHA 4ACF. ' 15th Edition. 1980. 3. Methods for Chemical Analysis of Water and Wastes. EPA 600/4-82-055. 1982. t4. Oil Spill Identification System. OC-D-52-77 U. S. Coast Guard. 1977. Authorized by: - Scott McLean--Laboratory Director q8' ALPHA ANALYTICAL LABORATORIES CMMCATE OF ANALYSIS Client: SEA Consultants Sample Number: 880501.1 Analysis Requested: Total Priority Pollutant 13 Date Received: 03/28/88 Metals Client Ident: SSC1A Date Reported: 04/11/88 Sanple Location: Sample Description: Soil Sample C mtainer: VQA vial # of C mtainers: 1 Field Prep: None PARAM= RESULT UNITS MDL* INST REF** METHOD EX'IHACr ANALYSIS Total PP 13 Metals Antimony 16.9 mg/Kg 10.0 ICP 1 6010 04/06/88 Arsenic 8.8 mg/Kg 0.1 HGA 1 7060 04/06/88 Beryllium ND mg/Kg 0.4 ICP 1 6010 04/06/88 Cadmium 2.2 mg/Kg 0.2 ICP 1 6010 04/06/88 Chromium 9.2 mg/Kg 0.4 ICP 1 6010 04/06/88 Copper 18.3 mg/Kg 0.4 ICP 1 6010 04/06/88 Lead 170 mg/Kg 1.0 ICP 1 6010 '04/06/88 Mercury ND mg/Kg 0.21 CV 1 7470 04/06/88 Nickel 16.1 mg/Kg 1.0 ICP 1 6010 04/06/88 Selenium 0.2 mg/Kg 0.1 HGA 1 7740 04/06/88 Silver ND mg/Kg 0.06 HGA 1 7760 04/06/88 Thallium 10.6 mg/Kg 10.0 ICP 1 6010 04/06/88 Zinc 290 mg/Kg 0.2 ICP 1 6010 04/06/88 * MDL--Method Detection Limits (same units as the Results) - ** REF—Reference as cited on the cover (first) page of this report. �y 1 . ALPHA ANALYTICAL LABORAZIORMS } CERUFICATE OF ANALYSIS ' Client: SEA Consultants Sample Number: 880501.2 Analysis Requested: Total Priority Pollutant 13 Date Peceived: 03/28/88 rMetals . Date Peparted: 04/11/88 Client Ident: SSC2A r Sable Incati.an: Sample Description: Soil Sample Oontair .. VOA vial # of Containers: 1 ' Field Prep: None PARAMETER RESULT L= MDL* INST REF** =DD EXIRACr ANALYSIS Total PP 13 Metals Antimony 16.5 mg/Kg 10.0 ICP 1 6010 04/06/88 r Arsenic 7.6 mg/Kg 0.1 HGA 1 7060 04/06/88 Beryllium ND mg/Kg 0.4 ICP 1 6010 04/06/88 Cadmium 2.9 mg/Kg 0.2 ICP 1 6010 04/06/88 ' Chromium 9.5 mg/Kg 0.4 ICP 1 6010 04/06/88 Copper 34.9 mg/Kg 0.4 ICP 1 6010 04/06/88 lead 240 mg/Kg 1.0 ICP 1 6010 04/06/88 Mercury ND mg/Kg 0.21 CV 1 7470 04/06/88 r Nickel 19.4 mg/Kg 1.0 ICP 1 6010 04/06/88 Selenium 0.2 mg/Kg 0.1 HGA 1 7740 04/06/88 Silver ND mg/Kg 0.06 HGA 1 7760 04/06/88 ' Thallium 10.7 mg/Kg 10.0 ICP 1 6010 04/06/88 Zinc 140 mg/Kg 0.2 ICP 1 6010 04/06/88 1 i 4 r r r * MDTr-Method Detection Limits (same units as the Results) ** REF Reference as cited on the cover (first) page of this report. 1 1 AIPHA ANALYTICAL IABORAMRIES C ERrMCATE OF ANALYSIS Client: SEA Consultants Sample Number: 880501.3D Analysis Requested: Total Priority Pollutant 13 Date Received: 03 28 88 Metals / / Date Reported: 04/11/88 Client Idatt: SSC3A (duplicate) ' Sample Iocatien: Sample Soil Sample Container: VOA vial # of Containers: 1 Field Prep: None PARAME M RESULT UNITS MDL* INSr REF** MMiOD EX RACr ANALYSIS ' Total PP 13 Metals Antimony 13.2 mg/Kg 10.0 ICP 1 6010 04/06/88 ' Arsenic 7.9 mg/Kg 0.1 HGA 1 7060 04/06/88 Beryllium ND mg/Kg 0.4 ICP 1 6010 04/06/88 Cadmium 2.0 mg/Kg 0.2 ICP 1 6010 04/06/88 Chranitun 9.5 mg/Kg 0.4 ICP 1 6010 04/06/88 ' Capper 25.6 mg/Kg 0.4 ICP 1 6010 04/06/88 Lead 180 mg/Kg 1.0 ICP 1 6010 04/06/88 Mercury ND mg/Kg 0.21 CV 1 7470 04/06/88 ' Nickel 9.7 mg/Kg 1.0 ICP 1 6010 04/06/88 Selenium ND mg/Kg 0.1 HGA 1 7740 04/06/88 Silver ND mg/Kg 0.06 HGA 1 7760 04/06/88 ' Thallium 10.4 mg/Kg 10.0 ICP 1 6010 04/06/88 Zinc 170 mg/Kg 0.2 ICP 1 6010 04/06/88 ' * MDL--Method Detection Limits same units as the Results ** ( ) REF—Reference as cited on the cover (first) page of this report. �y ALPHA ANALYTICAL IABpRA'InRIES ' CERTIFICATE OF ANALYSIS .1 ' Client: SEA Consultants Sample Number: 880501.3S Analysis Requested: Total Priority Pollutant 13 Date Received: 03/28/88 Metals (spike recovery) ' Date Reported: 04/11/88 Client Idea: SSC3A Sole IDcat-icn: Sample Description: Soil Sample Container: VOA vial # of Containers: 1 Field Prep: None CCtGCUND $ RECOVERY ' Total. PP 13 Metals Antimony 40% ' Arsenic 75% Beryllium 100% Cadmium 79% Chromium 84% Copper 75% Lead 78% Mercury 60% Nickel 90% Selenium 38% Silver 60% ' Thallium 71% Zinc 89% * MD units as Ir-method Detection Limits (same � the Results) } ** REF Reference as cited on the cover (first) page of this report. y3 ALE4R ANALYTICAL LABORATORIES ' CERTIFICATE OF ANALYSIS Client: SEA Consultants Sample Number: 880501.4 Analysis Requested: Total Priority Pollutant 13 Dane Received: 03/28/88 ' Metals Client Ident: SSC4A Date Reported: 04/11/88 ' Sample Iocati cn: Sample : Soil Sample Container: VOA vial # of Corltai ners: 1 , Field Prep: None PARAM= RESULT UNITS MDL* INST REF** M=D EX RACr ANALYSIS Total PP 13 Metals Antimony 18.3 mg/Kg 10.0 ICP 1 6010 04/06/88 ' Arsenic 6.8 mg/Kg 0.1 HGA 1 7060 04/06/88 Beryllium ND mg/Kg 0.4 ICP 1 6010 04/06/88 ' Cadmium 3.5 mg/Kg 0.2 ICP 1 6010 04/06/88 Chrcanitun 14.5 mg/Kg 0.4 ICP 1 6010 04/06/88 Copper 73.4 mg/Kg 0.4 ICP 1 6010 04/06/88 Lead 300 mg/Kg 1.0 ICP 1 ' 6010 04/06/88 ' Mercury ND mg/Kg 0.21 CV 1 7470 04/06/88 Nickel 40.5 mg/Kg 1.0 ICP 1 6010 04/06/88 Selenium 0.1 mg/Kg 0.1 HGA 1 7740 04/06/88 ' Silver, 0.06 mg/Kg 0.06 HGA 1 7760 04/06/88 Thallium ND mg/Kg 10.0 ICP 1 6010 04/06/88 Zinc 380 mg/Kg 0.2 ICP 1 6010 04/06/88 * MDIr-Meethod Detection Limits (same units as the Results) ** REF—Reference as cited on the cover (first) page of this report. �"N CHAIN OF CUSTODY RECORD SI Project:— u o Sc I va�„c yam. Location: -b'ar to s n 6�s MFS1`. S E A Consultants Inc. Client:-- Be-inyJaLl, AirP�} Cot M Project No: 88O 6 9, o / Engineers/Architects Cambridge,MA, S.Portland.ME. Wethersfield.CT. SAMPLE IDENTIFICATION AND ANALYSIS S E A Sample Lab. I.D. No. No.of Sample I.D. No. Containers Sample Location Date Time Type Analysis Required SSC 1 A \ 1 Qc,a�. ate} 1 so; I 3-2s/-�8 lo:oo SSC 2 Q —lo Tn Is I PP Me 4e.Is �E SSC 3q .. 3 1 Ouadr•a•.+ 3 $o;I SSC qq 1 Q�a►d a.,� 'I Soil 3 Z,/-SP IS:oo 64 t> or o' d ' ate. dt k 1 m2 s (. --mmm&'COMMENTS: s Lea VLA-,d Scw-P :3 Ed. '`' ; r� atia/ s wdtk . ., �,� ~ 4a+ 1 il. "dulls d I;c 7; s CHAIN OF CUSTODY CHRONICLE : COLLECTED BY: W ; \\*k S `-� , M 00 .d CUSTODY TRANSFERRED TO NAME: (.5 .2 . M n., 1 COMPANY SEA eeH,�1r., NAME: -7 MP NY: A SIGNATURE: C42 3 ,.� . _ DATE: 3-2 S 8� TIME: O ;0 O SIGNATURE:- �Cc! e.[ ,-,r-!: ..�k.� .,�111 f 71. ' TIME: t CUSTODY TRANSFERRED TO: -RELIEVED IN LABORATORY BY NAME: COMPANY:2 JENAME: COMPANY: SIGNATURE: DATE: TIME: IGNATURE DATE:---TIME: NOTE:Original remains =`,sample containers ^� ^y AIPF� AIAIMC29, LABOPATCMES ' AshlandTecbnology Center Ashland, ssac=etts; 01721 (617) 881-3503 CIHEIF'ICAaE OF AILS Client: SEA Consultants, Inc. Job Number: 880571 Address: 485 Massachusetts Avenue Invoice Number: 4186 ' Cambridge, MA 02139 Date In: 04/05/88 Attn: Willis R. Moody Date Reported: 04/19/88 ' Sample Description: Two water samples SEA Job #88069.01 ' REFERENCES: 1. Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. ' EPA SW-846. 1982. 2. Standard Methods for Examination of Water and Waste Water. APHA-AWWA-leaCF. 15th Edition. 1980. 3. Methods for Chemical Analysis of Water and Wastes. EPA 600/4-82-055. 1982. ' 4. Oil Spill Identification System. C-D-52-77 U. S. Coast Guard. 1977. I 1 ' Authorized by: cam- Scott McLean--Laboratory Director ALPHA ANALYTICAL LABORATORY ' ) CFMETCATE OF ANALYSIS Client: SEA Consultants Sample Number: 880501.3 Analysis Aagaested: Total Priority Pollutant 13 Dane Reoeived: 03/28/88 Metals I Date Report'.ed: 04/11/88 Ca lent Ident: SSC3A Sample Lncatirn: Sample L apticn: Soil Sample Container. VOA vial # of Containers: 1 Field Prep: None , IPARAM= RESULT UN= MDL* INSr REF** METHOD EX'MC.r ANALYSIS 1 Total PP 13 Metals IIAntimony 16.9 mg/Kg 10.0 ICP 1 6010 04/06/88 ' Arsenic 10.1 mg/Kg 0.1 HGA 1 7060 . 04/06/88 Beryllium ND mg/Kg 0.4 ICP 1 6010 04/06/88 Cadmium 2.3 mg/Kg 0.2 ICP 1 6010 04/06/88 ' Chromium 10.9 mg/Kg 0.4 ICP 1 6010 04/06/88 Copper 37.0 mg/Kg 0.4 ICP 1 6010 04/06/88 Lead 210 mg/Kg 1.0 ICP 1 6010 04/06/88 Mercury ND mg/Kg 0.21 CV 1 7470 04/06/88 Nickel 10.9 mg/Kg 1.0 ICP 1 6010 04/06/88 Selenium ND mg/Kg 0.1 HGA 1 7740 04/06/88 Silver ND mg/Kg 0.06 HGA 1 7760 04/06/88 Zhallium 10.7 mg/Kg 10.0 ICP 1 6010 04/06/88 Zinc 200 mg/Kg 0.2 ICP 1 6010 04/06/88 1 * MDL—method Detection Limits (same units as the Results) J ** REF Reference as cited on the cover (first) page of this report. S,` AIR ANALYTICAL LABORATORIES ' CEEMFICATE OF ANALYSIS Client: SEA Consultants, Inc. Sample Number: 880571.1 IAnalysis Regiessted: Volatile Organics (624) Date Received: 04/05/88 ' Date Reported: 04/19/88 Client Ident: 88069.01 W2A Sample Location: Sample Description: Water Sample Container: VOA vial # of Containers: 1 Field Prep: None PARAMUM RESULT UNITS MDL* INST REF** METHOD E IRAC.r ANALYSIS Volatile Organics (624) Volatile Halocarbons ND ug/L 1* GC/MS 1 8240 04/19/88 Volatile Aromatics ND ug/L 1* GC/MS 1 8240 04/19/88 1* A list of volatile halocarbons and volatile arcanatics analyzed for and ' their detection limits accoopanies this report. * MDIr-method Detection Limits (same units as the Results) ** REF Reference as cited on the cover (first) page of this report. 1 AUM ANALYTICAL IAAHORATORIFS ' CERTIFICATE OF ANALYSIS 1 Client: SEA Consultants, Inc. Sample Number: 880571.2 Analysis Requested: Volatile Organics (624) Date Received: 04/05/88 Client Ident: 88069.01 W3A Date Reported: 04/19/88 Sample Location: Sample Description: Water Sample Container. VOA vial # of Containers: 1 Field Prep: None I, PARAME'I'II2 RESULT UNITS P'IDL* INST REFS* METHOD E?fiI12ACr ANALYSIS Volatile Organics (624) Volatile Halocarbons Trichlorofluorcmthane 190 ug/L 1* GC/MS 1 8240 04/19/88 Volatile Arcanatics ND ug/L 1* GC/MS 1 8240 04/19/88 f h * 1 A list of volatile halocarbons and volatile arranatics analyzed for and I' their detection limits ac=panes this report. * MDL—Method Detection Limits (same units as the Results) ** REF Reference as cited on the cover (first) page of this report. VOIA= CF12NIC BY GC,/M ' Method •624 and 8240 ' Paramater Metter Detection Limit Methylene chloride 2.8 ug/L 1,1-Dichloroethane 4.7 ua ' Chloroform 1.6 ug/L Carbon tetrachloride -• 2.8 ug/L 1,2-Dichlamcpr ne 6.0 uq/L ' Dibramochlc�et ne 3.1 ug/L 1,1,2-Trichloroethane 5.0 UgVL 2-ChIc oethylvirnyl ether 10.0 ug/L ' Te rachloroethene 4.1 ug/L Chlorcbenzene 6.0 ug/L Trichlosofllrn,rxoethane 5.0 ug/L ' 1,2-Dichlaraethane 2.8 ug/L 1,1,1-Trichlorvethane 3.8 ug/L Bomodichl 2.2 ug/L trans-1,3-Diehl 5.0 ug/L ' Cis-1,3-Dic3i1 5.0 ug/L Bromform 4.7 ug/L qll,2,2-Tletradiloruethane 6.9 ug/L ' Berme a 4.4 ug/L T°luene 6.0 ug/L Ethyl benzene 7.2 ug/L Xylenes 10.0 ug/L Chloranethane 8.0 ug/L Er 21t� 7.0 ug/L Vinyl chloride 6.5 ug/L Chloe 7.5 ug/L 1,1-Dichlaroethem 2.8 ug/L 1,2-Dichloroethene 1.6 ug/L ' Trichloroethem 1.9 ug/L 1,2-Diehl 10.0 ug/L 1,3-Dichlornbenzene 10.0 ug/L ' 1,4-Dichlorobenzene 10.0 ug/L ' ------N=:--Detection-limits-in-soil-and-6ediment are Sox higher. �a CHAIN OF CUSTODY RECORD Project: o a lA% Location: hYzg n n.'r /�Al S E A Consultants Inc. Client: —'� ._ Project No:- R�DG Q_ o t Engineers/Architects Cambridge,MA. S.Port".ME. Wethersfield•CT. SAMPLE IDENTIFICATION AND ANALYSIS S E A Sample No.of I D.No Lab. I.D. No. Contairws Sample Location Sample Date Tye Time Analysis Required .o I w2 a 7/. 1 a -� Io:D EPA GIEEE-= r� q•� f COMMENTS: CHAIN OF CUSTODY CHRONICLE r COLLECTED BY: ' CUSTODY TRANSFERRED TO : ffSIGNATURE ME: W'�1 ' COMPANY: LI o-tr ..l1 NAME: vCOMPANY:w DATE: 3 v "TIME �(0:3 O SIGNATURE"��{) / �- ?S , .S D CUSTODY TRANSFERRED TO : ATE TIME: NAME: RECIEVED IN LABORATORY BY: COMPANY: 2 ENIAME: COMPANY: SIGNATURE: DATE: _TIME: NATURE: • _ DATE: TIME: ------- NOTE:Original rema�- pith sample containers I g 1 i BARNSTABLE MUNICIPAL AIRPORT RUNWAY 15-33 T.W AY AUTO SALVAGE YARD rs 4 ' STUDY. o� � •'AREA••• LTOSCALE 3 5 Pend 1 REFERENCE: FROM TOWN OF BARNSTABLE ASSESSOR'S OFFICE LEGEND ' ® BUILDINGS Figure 1.2 ' 1 -4 Site Plan Map r i n i MAtIantke 1 1 1 1 1 1 1 1 Appendix D Environmental First Search 1 1 1 1 1 1 1 1 1 ' DataMap Technology Corporation 1 1 Environmental FirstSearcfi Report 1 TARGET PROPERTY: 1 AIRPORT ROAD 1 HYANNIS MA 02601 1 Job Number: 5770.00 PREPARED FOR: 1 Atlantic Environmental Technologies, Inc. 86 Faunce Corner Road, Suite 410 North Dartmouth, MA 02747 1 i 06-12-00 FIRS 1 Tel: (781) 320-3720 Fax: (781) 320-3715 1 Environmental FirstSearch is a registered trademark of DataMap Technology Corporation.All rights reserved. ' Environmental FirstSearch Site Information Report ' Request Date: 06-12-00 Search Type: COORD eq YPe ' Requestor Name: Carolyn Brown Job Number: 5770.00 Standard: ASTM Target Address: AIRPORT ROAD HYANNIS MA 02601 Demographics ' Sites: 62 Non-Geocoded: 13 Population: 375 ' Radon: 0.1 -2.2 PCl/L Site Location Degrees(Decimal) Degrees(Min/Sec) UTMs ' Longitude: -70.292624 -70:17:33 Easting: 392398.173 Latitude: 41.673337 41:40:24' Northing: 4614102.302 Zone: 19 ' Comment Comment: Additional Requests/Services Adjacent ZIP Codes: 0.00 Mile(s) Services: ' UP Code City Name ST DistMir sel Requested? Date Sanborns Y 6/12/00 ' Aerial Photographs N Topo Maps(hardcopy) N City Directories N Title Search N Municipal Reports N Online Topo Map N Environmental Firsd earch Search Summary Report Target Site: AIRPORT ROAD HYANNIS MA 02601 ' FirstSearch Summary Database Sel Updated Radius Site 1/8 1/4 1/2 1/2> ZIP TOTALS NPL Y 01-19-00 1.00 0 0 0 0 0 0 0 CERCLIS Y 01-19-00 .0.50 0 0 0 0 - 0 0 RCRA TSD Y 10-18-99 0.50 0 0 0 0 - 0 0 ' RCRA COR Y 10-18-99 1.00 0 0 0 0 0 0 0 IRC$A.GM Y 10-18-99 0.25 0 1 3 0 4- RCRA NLR N 10-18-99 0.25 - - - - - - - ERNS Y 01-06-00 0.25 0 0 0 - 7 7— ' NPDES N 10-18-99 0.25 - - FINDS N 09-21-99 0.25 _ TRIS N 07-16-98 0.25 - - - - - - ' tale Sites Y 05-10-00 1.00 0 2 2 2 16 0 22 SAWS-1.9Z Y 03-20-00 0.50 0 1 0 12 5 18 --, Spills-1980 N 03-10-98 0.25 SWL Y 12-07-99 0.50 0 0 0 0 - 0 0 Permits N NA 0.25 - Other N NA 0.25 -REG 1 ULIaZT Y 03-29-00 . 0.25 0 1 0 - - 1 2 Leaking UST N NA 0.50 - - - - - - - ' to W Is Y 12-02-99 0.50 1 2 1 3 0 7 Aquifers Y 01-20-99 0.50 2 0 0 0 0 2 ACEC N 01-20-99 0.50 - - - - - - - ' Wetlands N 12-31-99 0.50 Floodplains N 09-01-96 0.50 - Receptors Y 01-01-95 0.50 0 0 0 0 - 0 0 Nuclear Permits N 04-30-99 0.50 - - - - - - - Historic(Landmark N 09-01-99 0.50 - Federal Land Use N 06-17-98 0.50 Federal Wells N NA 0.50 - - - - - - - ' Releases(Air/Water) N NA 0.25 - - - - - - - -TOTALS- 3 7 6 17 16 13 62 ' Notice of Disclaimer Due to the limitations,constraints,inaccuracies and incompleteness of government information and computer mapping data currently available ' to DataMap Technology Corp.,certain conventions have been utilized in preparing the locations of all federal,state and local agency sites residing in DataMap Technology Corp.'s databases.All EPA NPL and state landfill sites are depicted by a rectangle approximating their location and size.The boundaries of the rectangles represent the eastern and western most longitudes;the northern and southern most latitudes.As such, the mapped areas may exceed the actual areas and do not represent the actual boundaries of these properties.All other sites are depicted by a ' point representing their approximate address location and make no attempt to represent the actual areas of the associated property.Actual boundaries and locations of individual properties can be found in the files residing at the agency responsible for such information. ' Waiver of Liability Although DataMap Technology Corp.uses its best efforts to research the actual location of each site,DataMap Technology Corp.does not and can not warrant the accuracy of these sites with regard to exact location and size.All authorized users of DataMap Technology Corp.'s services ' proceeding are signifying an understanding of DataMap Technology Corp.'s searching and mapping conventions,and agree to waive any and all liability claims associated with search and map results showing incomplete and or inaccurate site locations. ' Environmental FirstSearch Sites Summary Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 TOTAL: 62 GEOCODED: 49 NON GEOCODED: 13 SELECTED: 62 ID DB Type Site Name/ID/Status Address MUM Map ID ' 48 AQUIFER CAPE COD SSA 0.00- 35 SSA-371MED MA ' 49 AQUIFER CAPE COD SSA 0.00- 36 EPA SSA-821EPA DESIG.SOLE SOUR MA 46 PWS MA ZONE II 0.00- 33 ZONEII-720 MA 41 PHIS MA ZONE II 0.02 NW 29 ZONEII-700 MA ' 21 STATE RAY BLACKBURN AUTO SALVAGE BAP AIRPORT RD. HYN 0.05 SE 20 4-00010811DEF TIER 1 B BARNSTABLE MA 02601 45 PWS MA ZONE If 0.09 SW 32 ' ZONEII--717 MA 1 RCRAGN BAY STATE PIPING CO INC 174 AIRPORT RD 0.10 SW I MAD0028839081VGN BARNSTABLE MA 02601 ' 40 UST BAY STATE PIPING COMPANY 174-192 AIRPORT RD 0.10 SW I 0-001094 HYANNIS MA 02601 30 SPILLS COMPACTOR TRUCK RUPTURE 174 AIRPORT RD 0.10 SW 1 ' S91-0153 BARNSTABLE MA 02601 14 STATE CYPRUS REALTY TRUST BAP 157 AIRPORT RD. HYN 0.12 SW 16 4-0000368INDS BARNSTABLE MA 02601 ' 9 STATE CANDLE COMPANYIFAR BAP 24 PLANT RD. HYN 0.16 SW 12 4-0000435INFA BARNSTABLE MA 02601 43 PWS MA ZONE H . 0.18 NW 30 ' ZONEII-709 MA 3 RCRAGN HALLAMEYERS EXPRESS CORP 58B PLANT RD 0.19 SW 3 MAD9852695391YGN BARNSTABLE AM 02601 2 RCRAGN BENNE7T AUTO REPAIR 64 PLANT RD 0.21 SW 2 MAD9818946941VGN BARNSTABLE MA 02601 15 STATE FMR PACKAGING INDUSTRIAL GROUP PLANTS 1,2&3 70-84 AIRPORT RD 0.25 SW 5 ' 4-0001080117ER IA BARNSTABLE MA 02601 4 RCRAGN PACKAGING IND GROUPINC AIRPORT RD 0.25 SW 5 M4D0024489591VGN BARNSTABLE MA 02601 44 PWS MA ZONE IT 0.30 NW 31 ZONEH-716 MA 33 SPILLS PACKAGING INDUSTRIES PLANT#1 70 AIRPORT RD 0.31 SW 27 ' 4-00119881720 DY BARNSTABLE MA 02601 47 PWS MA ZONE IT 0.32 SW 34 ZONEII-726 MA ' 29 SPILLS CAPE FLIGHT AREA BARNSTABLE MUNICIPAL AIRPORT 0.33 SE 25 4-00148601TWO HR BARNSTABLE MA 02601 ' Environmental FirstSearch Sites Summary Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 TOTAL: 62 GEOCODED: 49 NON GEOCODED: 13 SELECTED: 62 ID DB Type Site Name/ID/Status Address Dist/Dir Map ID 31 SPILLS GRIFFINAV/ONICS BARNSTABLE AIRPORT 0.33SE 25 4-00129111720 DY BARNSTABLE MA 02630 ' 32 SPILLS NEAR END OFMARY DUNN RD 6 AIRPORT WAY(REAR) 0.35 SW 16 4-00112701TWO HR BARNSTABLE MA 02601 38 SPILLS STOP&SHOP 65 INDEPENDENCE DR 0.39 SW 9 4-00100941TWO HR BARNSTABLE MA 02601 37 SPILLS STOP&SHOP 65 INDEPENDENCE DR 0.39 SW 9 4-00100541TWO HR BARNSTABLE MA 02601 ' 39 SPILLS STOP&SHOP PLAZA 65 INDEPENDENCE DR 0.39 SW 9 4-00104791TWO HR BARNSTABLE MA 02601 27 SPILLS BEHIND SEARS RTE 132 CAPE COD MALL 0.41 SW 6 4-001474711'WO HR BARNSTABLE MA 02601 34 SPILLS PROPERTY RTE 28/CAPE COD MALL 0.41 SW 6 S90-0157 BARNSTABLE MA 02601 35 SPILLS SEARSAUTO CAPE COD MALL 0.41 SW 6 S93-0608 BARNSTABLE MA 02601 ' 36 SPILLS SEARS AUTO CENTER RTE 28 @ CAPE COD MALL 0.41 SW 6 ' S91-0265 BARNSTABLEMA 02601 22 STATE SEARS AUTOMOTIVE CTR BAP CAPE COD MALL(RTE 132) 0.41 SW 6 4-00008991RAO BARNSTABLE MA 02601 ' 41 PWS GP WELL#2 BREEDS HILL ROAD 0.45 NE 28 PWS-2875 BARNSTABLE MA 8 STATE BOUYSREALTY BDP 5991YANOUGHRD. HYN 0.45SE 11 4-0000461INDS BARNSTABLE AIA 02601 28 SPILLS BUDGET RENT A CAR RTE 132/NIGHTINGALE LN 0.49 SE 24 S92-0684 BARNSTABLE MA 02601 25 STATE THE CAPE COD COMPANY BAP 100 BREEDS HILL RD 0.52 NW 22 4-00009371TIER IA BARNSTABLEMA 02601 23 STATE SHELLSERVICESTATION BAP 5901YANOUGHRD 0.52SE 7 4-00007931RAO BARNSTABLE MA 02601 7 STATE BARNSTABLE FIRE TRAINING BAP MARYDUNN RD 0.55 NE 10 4-0000190/I7ER 14 BARNSTABLE MA 02601 ' 20 STATE PACKAGING INDUSTRIES GROUP BAP PERSEVERENCE WAYIPT#5 HYN 0.55 NW 19 4-0000938INDS BARNSTABLE MA 02601 ' 16 STATE GIBBSSERVICESTATIONIFAIR BAP CAPE COD MALL(RTE 132) HYN 0.55 SW 17 4-00008981RAO BARNSTABLE MA 02601 12 STATE CORPORATIONPLAZA BAP 109 CORPORA 77ON RD 0.60SW 4 4-0000890117ER IA BARNSTABLE MA 02601 ' 18 STATE NEVADA BOBS BDP 30 CORPORA TIONRD. HYN 0.63 SW 18 4-0000782AVFA BARNSTABLE MA 02601 J ' Environmental Firsdearch Sites Summary Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 TOTAL: 62 GEOCODED: 49 NON GEOCODED: 13 SELECTED: 62 ID DB Type Site Name/ID/Status Address Dist/Dir Map ID 5 STATE BAPAIRPORT-HANGER I BOARDMAN-POLANDO FIELD 0.65 SE 8 4-00120481TIER I B BARNSTABLE MA 02601 ' 6 STATE BARNSTABLE AIRPORT BAP BOARDMAN-POLANDO FIELD 0.65 SE 8 4-60008231DEF TIER 1 B BARNSTABLE MA 02601 17 STATE GRIFFIN AVIONICS 630 BARNSTABLE RD 0.65 SE 8 4-0012911 BARNSTABLE MA 02601 24 STATE STAR ENTERPRISE FACILITY 1140IYANOUGH RD ROUTE 132 0.74 NW 21 4-00113011FIER 1C BARNSTABLE MA 02601 ' 26 STATE TIRRELL RADIATOR SHOP BAP 528 BEARSE S WAY HYN 0.74 SW 23 4-00007171DEF TIER 1 B BARNSTABLE MA 02601 11 STATE CITGO QUICK MART 317 FALMOUTH RD 0.79 SW 14 4-00104151TIER 2 BARNSTABLE MA 02601 10 STATE CANDLE CORPORA TIONIFMR BDP IYANOUGH RDIRTE 132 HYN 0.81 NW 13 4-0001082IL.T.RL BARNSTABLE MA 02601 ' 19 STATE OLD HARBOR CANDLE CO/FAIR 11801YANOUGH RD 0.81 NW 13 4-00012891RAO BARNSTABLE MA 02601 13 STATE CUMBERLAND FARMS/GULFSTATION 1171 IYANOUGHRD 0.85 NW 15 4-00108501TIER IC BARNSTABLE MA 02601 i } Environmental Firsdearch Sites Summary Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' TOTAL: 10 GEOCODED: 9 NON GEOCODED: 1 SELECTED: 10 ' ID DB Type Site Name/ID/Status Address Dist/Dir Map 10D 4 ACEC 0.14 NE 4 4481MA WETHAB MA ' 7 ACEC 0.18 NE 7 621/MA WETHAB MA 1 ACEC HYANNIS PONDS WMA 0.54 SE ! OPEN-119851MA OPENSPACES MA 1 ACEC HYANNIS PONDS WMA 0.69 NE 2 OPEN-119641MA OPENSPACES MA ' 9 ACEC 0.70 SW 9 OPEN-12008/MA OPENSPACES MA 3 ACEC HYANNIS PONDS WMA 0.84 NE 3 OPEN-119441MA OPENSPACES MA 5 ACEC 0.92 NE 5 OPEN-I 19481MA OPEN SPACES MA ' 8 ACEC 0.97 NW 8 389/MA WETHAB MA 6 ACEC 0.99 NE 6 i OPEN-119281MA OPENSPACES. MA 0 Environmental Firsdearch Sites Summary Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 TOTAL: 62 GEOCODED: 49 NON GEOCODED: 13 SELECTED: 62 ' ID DB Type Site Name/ID/Status Address Dist/Dir Map ID 56 ERNS COVE BETWEEN PLEASANT AND OCEA. NON GC 5873061VNKNOWN HYANNIS MA 02601 ' 55 ERNS OCEAN STREET DOCK HYANNIS(TIE NONGC 5508091UNKNOWN BARNSTABLE MA 02601 62 UST BELL ATLANTIC(5324-03) 16 HINCLEY RD NON GC 0-001361 HYANNIS MA 02601 50 ERNS COMMONWEALTH ELECTRIC CO. IYANOUGH ROAD NONGC 4248431UNKNOWN(EPA REGIONS HYANNIS MA 02601 ' 51 ERNS HYANNIS TIRE&AUTO RT 28&E MAIN SI.. NON GC 1848121UNKNOWN(NRC) HYANNIS MA 02601 57 SPILLS LAIDLAW BUS CO. FERNDOCK RD NONGC ' 4-0013502177VO HR BARNSTABLE MA 02601 51 ERNS MOBIL OIL CORP MOBIL STATION ROUTE 132 NONGC 2309651FD"FACILITY HYANNIS MA 02601 ' 58 SPILLS NO LOCATTONAID 44 COMMUNICATIONAVE NONGC 4-00145651TWO MR BARNSTABLE MA 02601 59 SPILLS POLE 150/86 RTE 132 NONGC ' 4-0014312/I'WO HR BARNSTABLE MA 02601 53 ERNS PRIVATE CITIZEN AIRPORT ROAD-DEAD END STREET 0 NONGC' 4360381FVXD FACILITY BARNSTABLE MA 02601 ' 54 ERNS TARA HYANNIS HOTEL TARA HYANNIS HOTEL NON GC 4266171FIXED FACILITY HYANNIS MA 02601 60 SPILLS TRANSFORMER VAULT ATTUCKS WAY NONGC 4-00136851TWO HR HYANNIS MA 02601 61 SPILLS UNITED PARCEL SERVICE OFFMARYDUNNRD NONGC S93-0673 BARNSTABLE MA 02601 Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 AQUIFER ' SEARCH ID: 48 DISUDIR: 0.00-- MAP ID: 35 NAME: CAPE COD SSA REV: 01/20/99 ADDRESS: IDI: SSA-37 MA ID2: STATUS: MED CONTACT: PHONE: AREA: 21482335.13298 PERIMETER: 183974.12283 ' SSA NUMBER: I AQUIFER SEARCH ID: 49 MUM: 0.00-- MAP ID: 36 NAME: CAPE COD SSA REV: 01/20/99 ADDRESS: IDI: EPA_SSA-82 ' MA ID2: STATUS: EPA DESIG.SOLE SOURCE CONTACT: PHONE: AREA IN ACRES: 525932047.99005 PERIMETER: 380072.769976172 SOURCE CODE: GIS Selected Site Details Page-1 Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 40 DIST/DIR: 0.10 SW MAP ID: 1 NAME: BAY STATE PIPING COMPANY REV: 03/29/00 ADDRESS: 174-192 AIRPORT RD IDI: 0-001094 ' HYANNIS MA 02601 ID2: STATUS: CONTACT: L.DAVID SCOTT PHONE: (508)775-9268 HAS LEAK EVER BEEN DETECTED?: NO IF DETECTED,WAS DEP NOTIFIED OF LEAK?: NO DEP TRACKING NUMBER: TANK LEAK DETECTION METHOD: PIPING LEAK DETECTION METHOD: TANK MATERIAL/CONSTRUCTION: Bare Steel PIPE MATERIAL/CONSTRUCTION: Bare Steel IS TANK LINED?: NO DOES TANK HAVE EXCAVATION LINER?: NO INSTALL INSPTD BY ENGINEER?: NO INSTALL INSPTD BY IMPLEMENTING AGCY?: NO ' DATE OF LAST TIGHTNESS TEST: TANK NUMBER: 3 TANK STATUS: In Use PIPE STATUS: CONTENTS: Gasoline CAPACITY: 6000 GALLONS DATE INSTALLED: 3/15/84 0:00:00 DATE LAST USED: DATE REMOVED: HAS LEAK EVER BEEN DETECTED?: NO IF DETECTED,WAS DEP NOTIFIED OF LEAK?: NO DEP TRACKING NUMBER: TANK LEAK DETECTION METHOD: Approved In-Tank Monitor PIPING LEAK DETECTION METHOD: Suction:Check Valve at Dispenser TANK MATERIAL/CONSTRUCTION: Cathodically Protected Steel Single Walled PIPE MATERIA (CONSTRUCTION: Fiberglass Reinforced Plastic Double Walled IS TANK LINED?: NO DOES TANK HAVE EXCAVATION LINER?: NO INSTALL INSPTD BY ENGINEER?: NO INSTALL INSPTD BY IMPLEMENTING AGCY?: NO DATE OF LAST TIGHTNESS TEST: TANK NUMBER: 4 ' TANK STATUS: In Use PIPE STATUS: CONTENTS: Diesel CAPACITY: 5000 GALLONS DATE INSTALLED: 3/15/84 0:00:00 DATE LAST USED: ' DATE REMOVED: HAS LEAK EVER BEEN DETECTED?: NO IF DETECTED,WAS DEP NOTIFIED OF LEAK?: NO DEP TRACKING NUMBER: ' -Continued on next page- Selected Site Details Page-6 Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 40 DISUDIR: 0.10 SW MAP ID: 1 NAME: BAY STATE PIPING COMPANY REV: 03/29/00 ADDRESS: 174-192 AIRPORT RD IDI: 0-001094 ' HYANNIS MA 02601 H)2: STATUS: CONTACT: L.DAVID SCOTT PHONE: (508)775-9268 TANK LEAK DETECTION METHOD: Approved In-Tank Monitor PIPING LEAK DETECTION METHOD: Suction:Check Valve at Dispenser TANK MATERIAUCONSTRUCTION: Cathodically Protected Steel Single Walled PIPE MATERIAL/CONSTRUCTION: Fiberglass Reinforced Plastic Double Walled IS TANK LINED?: NO DOES TANK HAVE EXCAVATION LINER?: NO INSTALL INSPTD BY ENGINEER?: NO INSTALL INSPTD BY IMPLEMENTING AGCY?: NO ' DATE OF LAST TIGHTNESS TEST: i 1 Selected Site Details Page- 7 Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SPILLS SITE SEARCH ID: 30 DISUDIR: 0.10 SW MAP ID: 1 NAME: COMPACTOR TRUCK RUPTURE REV: ADDRESS: 114 AIRPORT RD ID1: S91-0153 BARNSTABLE MA 02630 ID2: 0000 BARNSTABLE STATUS: CONTACT: BRENNAN,S PHONE: ' CASE CLOSED? YES SPILL DATE: 19910326 SPILL TIME: 09:30 DATE REPORTED: 19910326 REPORT TIME: 09:55 ' SPILL NOTIFIER: GLENN PRADABFI NOTIFIER PHONE: SPILL DESCRIPTION: INCIDENT: RUPTURE MATERL4,L SPILLED: TRANSMISSION OIL AMT RPTD SPILLED: 10-50 GALLONS ACTUAL AMT SPILLED: UNKNOWN GALLONS SOURCE OF SPILL: OTHER SOURCE >COMPACTOR TRUCK PET/HAZ: PETROLEUM VIZ/WASTE: WASTE PCB LEVEL: NONE ENVIRONMENTAL IMPACT: ' LUST?: NO SOIL CONTAMINATED?: CONTRACTOR: NOT USED PREPARE REPORT: DAYSICLOSE: I Selected Site Details Page-8 Environmental Firsdearch Site Detail Report rTARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 1 STATE SITE SEARCH ID: 14 DISUDIR: 0.12 SW MAP ID: 16 NAME: CYPRUS REALTY TRUST BAP REV: 05/10/00 ADDRESS: 157 AIRPORT RD. HYN IDI: 4-0000368 ' BARNSTABLE MA 02630 ID2: STATUS: NDS CONTACT: PHONE: ILTBI: 7/15/87 CONFIRMED: DELETED: ' REMOVED: SITE INFORMATION: INITIATED: SAB CURRENT STATUS: PHASE 1 L ACTION BY: RP ONLY SITE STATUS: NDS ' ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: SITE ACTIONS: TS DATE: 8/22/96 RAS TYPE: DEP-NDS RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: Selected Site Details Page-9 Environmental FirstSearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SITE SEARCH ID: 9 DISTAMR: 0.16 SW MAP ID: 12 NAME: CANDLE COMPANY/FMR BAP REV: 05/10/00 ADDRESS: 24 PLANT RD. HYN IDI: 4-0000435 BARNSTABLE MA 02630 ID2: STATUS: NFA CONTACT: PHONE: LTBI: 1/15/88 CONFIRMED: 4/15/90 DELETED: REMOVED: ' SITE INFORMATION: INITIATED: SAB CURRENT STATUS: PHASE 1 C ACTION BY: RP ONLY SITE STATUS. NFA ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: SITE ACTIONS: TS DATE: 7/29/96 RAS TYPE: LSP-NFA RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: REITER lected Site Details Pa a-10 Se S Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE WELLS SITE SEARCH ID: 43 DLST/DIR: 0.18 NW MAP ID: 30 ' NAME: MA ZONE 11 REV: 12/02/99 ADDRESS: IDI: ZONEII-709 MA ID STATUS: CONTACT: PHONE: AREA: 1472149.9 , PERIMETER: 11563.9 ' AREA IN ACRES: 363.8 NUM ZONES: RCRA GENERATOR SITE ISEARCH ID: 3 DIST/DIR: 0.19 SW MAP ID: 3 NAME: HALLAMEYERS EXPRESS CORP REV: ADDRESS: 58B PLANT RD IDI: MAD985269539 BARNSTABLE MA 02601 ID2: STATUS: VGN CONTACT: DON COUGHLIN PHONE: 6175551212 ADDRESS: OWNERSTREET NOTIFIED: OWNERCITY MA 99999 PART A: ACTIVITIES: VG:GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE CM+E LIST: VIOL DATE: AGENCY: UPDATED: 11-10-98 RAATS: ACTION DATE: DOCKET: UPDATED: 06-24-96 VIOL: NUM: ENF: DATE: ASSESS: SETTLE: Selected Site Details Page- II fEnvironmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 RCRA GENERATOR SITE SEARCH ID: 2 DISUDIR: 0.21 SW MAP ID: 2 1 NAME: BENNETT AUTO REPAIR REV: ' ADDRESS: 64 PLANT RD IDI: MAD981894694 BARNSTABLE MA 02601 ID2: STATUS: VGN CONTACT: BENNETT EDWIN PHONE: 6175551212 ADDRESS: OWNERSTREET , NOTIFIED: f OWNERCITY MA 99999 PART A: ACTIVITIES: VG:GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE f CM+E LIST: VIOL DATE: AGENCY: UPDATED: 11-10-98 fRAATS: ACTION DATE: DOCKET: UPDATED: 06-24-96 VIOL: NUM: ENF: DATE: ASSESS: SETTLE: f . f f f I 1 Selected Site Details Page-12 ' Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 15 DIST/DIR: 0.25 SW MAP ID: 5 NAME: FMR PACKAGING INDUSTRIAL GROUP REV: 05/10/00 ADDRESS: PLANTS 1.2&3 70-84 AIRPORT RD ID1: 4-0001080 BARNSTABLE MA 02630 ID2: STATUS: TIER IA CONTACT: PHONE: LTBI: 7/15/91 CONFIRMEDc 7/15/93 DELETED: REMOVED: SITE INFORMATION: INITIATED: SAB CURRENT STATUS: PHASE 1 C ACTION BY: RP ONLY SITE STATUS: TIER I ACTION TAKEN(REM CODE): ' REQ TYPE: REQ DUE: SITE DESCRIPTION: GROUNDWATER RELEASE; MANUFACTURING FACILITY; UNKNOWN AS TO WHAT IS CONTAINED IN; V.O.C:S PRESENT; ' OTHER CONTAMINATION: OTHER RELEASES: OTHER PROBLEMS: OTHER TYPE OF SITE: SITE ACTIONS: ' TS DATE: 6/10/96 RAS TYPE: TS-ACCEPT RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: TS DATE: 2/9/95 RAS TYPE: RAO-P ' RA STATUS: RAORCD RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: JOHNSON TS DATE: 9/20/94 RAS TYPE: IRA RA STATUS: CSRCVD RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: JOHNSON ' TS DATE: 9/20/94 RAS TYPE: TCL ASS RA STATUS: RECPT RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: JOHNSON Selected Site Details Pa a-13 S ' Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 { ' RCRA GENERATOR SITE SEARCH ID: 4 DISUDIR: 0.25 SW MAP ID: 5 NAME: PACKAGING IND GROUP INC REV: ADDRESS: AIRPORT RD IDI: MAD002448959 HYANNIS MA 02601 ID2: BARNSTABLE STATUS: VGN CONTACT: CROTEAU PAUL PHONE: 5087755220 ADDRESS: OWNERSTREET NOTIFIED: OWNERCITY MA 99999 PART A: ACTIVITIES: VG:GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE CM+E LIST: VIOL DATE: 11-04-86 AGENCY: S UPDATED: 11-10-98 RAATS: ACTION DATE: DOCKET: UPDATED: 06-24-96 VIOL: GER,FEA NUM: 4 1 DATATE: 11- 1-19-86 ASSESS: SETTLE: ' STATE WELLS SITE SEARCH ID: 44 DISUDIR: 0.30 NW MAP ID: 31 NAME: MA ZONE H REV: 12/02/99 ADDRESS: IDI: ZONEU-716 MA ID2: ' STATUS: ` CONTACT: PHONE: AREA 222599.38 PERIMETER: 453721 ' AREA IN ACRES: 55 NUM ZONES: Selected Site Details Page-14 Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SPILLS SITE SEARCH ID: 33 DIST/DIR: 0.31 SW MAP ID: 27 NAME: PACKAGING INDUSTRIES PLANT#I REV: 03/20/00 ADDRESS: 70 AIRPORT RD IDI: 4-0011988 ' BARNSTABLE MA 02630 ID2: STATUS: 120 DY CONTACT: PHONE: ' RELEASE NOTIFICATION DATE: 3/16/96 RELEASE SOURCE: UNKNOWN TYPE OF CHEMICAL RELEASED: UNKNOWN CHEMICAL OF TYPE-HAZARDOUS MATERIAL AMOUNT RELEASED: 9.4 UG/L TYPE OF PROPERTY: COMMERCIAL TYPE OF PROPERTY: INDUSTRIAL I ' ACTION TAKEN: Response Action Outcome ACTION DATE: 07/31/1998 ACTION STATUS: RAO Statement Received TYPE OF RESPONSE ACT.OUTCOME: Bl-Remedial actions have not been conducted because a level of No Significant Risk exists. ACTIVITY USE LIMITATION: NONE . LSP ID NUMBER: 6135 ACTION TAKEN: Downgradient Property Status ACTION DATE: 07/31/1998 ' ACTION STATUS: Action:status TYPE OF RESPONSE ACT.OUTCOME: ACTIVITY USE LIMITATION: LSP ID NUMBER: 6135 1 ' Selected Site Details Page-1 S i ' Environmental Firsdearch Site Detail Report iTARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE WELLS SITE SEARCH ID: 47 DISTIDIR: 0.32 SW MAP ID: 34 NAME: MA ZONE If REV: 12/02/99 ADDRESS: IDI: ZONEII-726 ' MA ID2: STATUS: CONTACT: PHONE: AREA: 4190164.5 PERIMETER: 10210.79 AREA IN ACRES: 1035.4 NUM ZONES: 1 1 - Selected Site Details Page-16 Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SPILLS SITE SEARCH ID: 29 DLST/DiR: 0.33 SE MAP ID: 25 ' NAME: CAPE FLIGHT AREA REV: 03/20/00 ADDRESS: BARNSTABLE MUNICIPAL AIRPORT ID1: 4-0014860 ' BARNSTABLE MA 02601 ID2: STATUS: TWO HR CONTACT: PHONE: RELEASE NOTIFICATION DATE: 7/14/99 RELEASE SOURCE: PIPE ' TYPE OF CHEMICAL RELEASED: JET FUEL AMOUNT RELEASED: 20 GAL TYPE OF PROPERTY: COMMERCIAL ACTION TAKEN: Immediate Response Action ACTION DATE: 07/14/1999 ACTION STATUS: Oral Approval of Plan TYPE OF RESPONSE ACT.OUTCOME: ACTIVITY USE LIMITATION: LSP ID NUMBER: 6537 ACTION TAKEN: Response Action Outcome ACTION DATE: 09/14/1999 ACTION STATUS: RAO Statement Received TYPE OF RESPONSE ACT.OUTCOME: A2-A PERMANENT SOLUTION HAS BEEN ACHIEVED: CONTAMINATION HAS NOT BEEN REDUCED TO BACKROUND ' ACTIVITY USE LIMITATION: NONE LSP ID NUMBER: 6537 Selected Site Details Page-17 ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SPILLS SITE SEARCH ID: 31 DISUDIR: 0.33 SE MAP ID: 25 NAME: GRIFFIN AVIONICS REV: 0320/00 ADDRESS: BARNSTABLE AIRPORT IDI: 4-0012911 ' BARNSTABLE MA 02630 ID2i STATUS: 120 DY CONTACT: PHONE: ' RELEASE NOTIFICATION DATE: 320/97 TYPE OF CHEMICAL RELEASED: CADMIUM AMOUNT RELEASED: ' TYPE OF CHEMICAL RELEASED: TOTAL PETROLEUM HYDROCARBONS(TPH) AMOUNT RELEASED: TYPE OF PROPERTY: MUNICIPAL ACTION TAKEN: Phase H ACTION DATE: 09/04/1998 ' ACTION STATUS: Scope of Work Received TYPE OF RESPONSE ACT.OUTCOME: ACTIVITY USE LIMITATION: LSP ID NUMBER: 6846 ' ACTION TAKEN: Tier Classification ACTION DATE: 0324/1998 ACTION STATUS: Tier IC Classification TYPE OF RESPONSE ACT.OUTCOME: ' ACTIVITY USE LIMITATION: LSP ID NUMBER: 6846 ACTION TAKEN: Phase I ACTION DATE: 0324/1998 ' ACTION STATUS: Completion Statement Received TYPE OF RESPONSE ACT.OUTCOME: ACTIVITY USE LIMITATION: LSP ID NUMBER: 6846 Selected Site Details Page-18 1 ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SPILLS SITE SEARCH ID: 32 DISTAHR: 0.35 SW MAP ID: 26 ' NAME: NEAR END OF MARY DUNN RD REV: 03/20/00 ADDRESS: 6 AIRPORT WAY(REAR) IDI: 4-0011270 ' BARNSTABLE MA 02601 ID2: STATUS: TWO HR CONTACT: PHONE: ' RELEASE NOTIFICATION DATE: 4/6/95 RELEASE SOURCE: DRUMS ' TYPE OF CHEMICAL RELEASED: UNKNOWN CHEMICAL OF TYPE-HAZARDOUS MATERIAL AMOUNT RELEASED: TYPE OF PROPERTY: COMMERCIAL ' ACTION TAKEN: Response Action Outcome ACTION DATE: 04/08/1996 ACTION STATUS: RAO Statement Received TYPE OF RESPONSE ACT.OUTCOME: A2-A PERMANENT SOLUTION HAS BEEN ACHIEVED: CONTAMINATION HAS NOT BEEN REDUCED TO BACKROUND ACTIVITY USE LIMITATION: LSP ID NUMBER: 1510 ACTION TAKEN: Immediate Response Action ACTION DATE: 04/08/1996 ACTION STATUS: Completion Statement Received TYPE OF RESPONSE ACT.OUTCOME: ' ACTIVITY USE LIMITATION: ISP ID NUMBER: 7473 I i Selected Site Details Page-19 ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SPILLS SITE ' SEARCH ID: 38 DLSTMIR: 0.39 SW MAP ID: 9 NAME: STOP&SHOP REV: 03/20/00 ' ADDRESS: 65 INDEPENDENCE DR ID1: 4-0010094 BARNSTABLE MA 02601 ID2: STATUS: TWO HR CONTACT: PHONE: ' RELEASE NOTIFICATION DATE: 11/24/93 RELEASE SOURCE: COMPACTOR ' TYPE OF CHEMICAL RELEASED: PETROLEUM BASED OIL AMOUNT RELEASED: TYPE OF CHEMICAL RELEASED: PETROLEUM BASED OIL ' AMOUNT RELEASED: 50 GAL TYPE OF PROPERTY: COMMERCIAL ' ACTION TAKEN: Immediate Response Action ACTION DATE: 01/24/1994 ACTION STATUS: Completion Statement Received TYPE OF RESPONSE ACT.OUTCOME: ACTIVITY USE LIMITATION: LSP ID NUMBER: 1564 ACTION TAKEN: Response Action Outcome ACTION DATE: 01/24/1994 ' ACTION STATUS: RAO Statement Received TYPE OF RESPONSE ACT.OUTCOME: Al-A PERMANENT SOLUTION HAS BEEN ACHIEVED:CONTAMINATION HAS BEEN REDUCED TO BACKROUND OR A THREAT OF A RELEASE HAS BEEN ELIMINATED ACTIVITY USE LIMITATION: ' LSP ID NUMBER: 1564 Selected Site Details Page-20 ' Environmental FirstSearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SPILLS SITE SEARCH ID: 37 DISUDIR: 0.39 SW MAP ID: 9 ' NAME: STOP&SHOP REV: 03/20/00 ADDRESS: 65 INDEPENDENCE DR IDI: 4-0010054 ' BARNSTABLE MA 02601 1D2: STATUS: TWO HR CONTACT: PHONE: ' RELEASE NOTIFICATION DATE: 1 l/3/93 RELEASE SOURCE: COMPACTOR RELEASE SOURCE: PIPE TYPE OF CHEMICAL RELEASED: PETROLEUM BASED OIL AMOUNT RELEASED: 50 GAL ' TYPE OF CHEMICAL RELEASED: PETROLEUM BASED OIL AMOUNT RELEASED: 50 GAL TYPE OF PROPERTY: INDUSTRIAL ' TYPE OF PROPERTY:. COMMERCIAL 1 ACTION TAKEN: Response Action Outcome ACTION DATE: 01/27/1994 ACTION STATUS: RAO Statement Received TYPE OF RESPONSE ACT.OUTCOME: Al-A PERMANENT SOLUTION HAS BEEN ACHIEVED:CONTAMINATION HAS BEEN ' REDUCED TO BACKROUND OR A THREAT OF A RELEASE HAS BEEN ELIMINATED ACTIVITY USE LIMITATION: LSP ED NUMBER: 1078 ' ACTION TAKEN: Immediate Response Action ACTION DATE: 01/27/1994 ACTION STATUS: Completion Statement Received TYPE OF RESPONSE ACT.OUTCOME: ACTIVITY USE LIMITATION: LSP ID NUMBER: 1078 i i ' Selected Site Details Page-21 Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SPILLS SITE ' SEARCH ID: 39 DISTAMR: 0.39 SW MAP ID: 9 NAME: STOP&SHOP PLAZA REV: 03/20/00 ' ADDRESS: 65 INDEPENDENCE DR ID1: 4-0010479 BARNSTABLE MA 02630 ' ID2: STATUS: TWO HR CONTACT: PHONE: RELEASE NOTIFICATION DATE: 5/14/94 RELEASE SOURCE: PIPE RELEASE SOURCE: COMPGLASS TYPE OF CHEMICAL RELEASED: UNKNOWN CHEMICAL OF UNKNOWN TYPE AMOUNT RELEASED: 20 GAL ' TYPE OF PROPERTY: COMMERCIAL ACTION TAKEN: Response Action Outcome ACTION DATE: 07/14/1994 ACTION STATUS: RAO Statement Received TYPE OF RESPONSE ACT.OUTCOME: Al-A PERMANENT SOLUTION HAS BEEN ACHIEVED:CONTAMINATION HAS BEEN REDUCED TO BACKROUND OR A THREAT OF A RELEASE HAS BEEN ELIMINATED ACTIVITY USE LIMITATION: NONE ' LSP ID NUMBER: 1564 ACTION TAKEN: Immediate Response Action ACTION DATE: 07/14/1994 ' ACTION STATUS: Completion Statement Received TYPE OF RESPONSE ACT.OUTCOME: ACTIVITY USE LIMITATION: ISP ID NUMBER: 1564 Selected Site Details Page-22 Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SPILLS SITE SEARCH ID: 27 DISUDIR: 0.41 SW MAP ID: 6 NAME: BEHIND SEARS REV: 0320/00 ADDRESS: RTE 132 CAPE COD MALL IDI: 4-0014747 BARNSTABLE MA 02601 ID2: STATUS: TWO HR CONTACT: PHONE: I ' RELEASE NOTIFICATION DATE: 525/99 RELEASE SOURCE: TRANSFORM TYPE OF CHEMICAL RELEASED: UNKNOWN CHEMICAL OF TYPE-OIL AMOUNT RELEASED: 200 GAL TYPE OF PROPERTY: COMMERCIAL ' ACTION TAKEN: Response Action Outcome ACTION DATE: 0729/1999 ACTION STATUS: RAO Statement Received TYPE OF RESPONSE ACT.OUTCOME: A2-A PERMANENT SOLUTION HAS BEEN ACHIEVED: CONTAMINATION HAS NOT BEEN REDUCED TO BACKROUND ACTIVITY USE LIMITATION: NONE LSP ID NUMBER: 3497 ' ACTION TAKEN: Immediate Response Action ACTION DATE: 0525/1999 ACTION STATUS: Oral Approval of Plan TYPE OF RESPONSE ACT.OUTCOME: ' ACTIVITY USE LIMITATION: LSP ID NUMBER: 3497 Selected Site Details Page-23 Environmental FirstSearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SPILLS SITE SEARCH ID: 34 DLSUDIR: 0.41 SW MAP ID: 6 NAME: PROPERTY REV: ADDRESS: RTE 28/CAPE COD MALL ID1: S90-0157 ' BARNSTABLE MA 02630 ID2: 4-0899 BARNSTABLE STATUS: CONTACT: BRENNAN,S PHONE: ' CASE CLOSED? YES SPILL DATE: SPILL TIME: DATE REPORTED: 19900309 REPORT TIME: 11:00AM SPILL NOTIFIER: DICK MARKS/NED ABELSON, NOTIFIER PHONE: SPILL DESCRIPTION: INCIDENT: MATERIAL SPILLED: PERCHLOROETHYLENE AMT RPTD SPILLED: UNKNOWN ACTUAL AMT SPILLED: UNKNOWN SOURCE OF SPILL: PET/HAZ: HAZARDOUS VIR/WASTE: WASTE PCB LEVEL: NONE ENVIRONMENTAL IMPACT: SOIL ' LUST?: - SOIL CONTAMINATED?: CONTRACTOR: NOT USED PREPARE REPORT: DAYS/CLOSE: 1 Selected Site Details Page-24 ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SPILLS SITE SEARCH ID: 35 DIST/DIR: 0.41 SW MAP ID: 6 ' NAME: SEARS AUTO REV: ADDRESS: CAPE COD MALL IDI: S03-0608 BARNSTABLE BARNSTABLE MA 02630 ID2: 0000 STATES CONTACT: RAMIREZ,M PHONE: ' CASE CLOSED? YES SPILL DATE: 19930907 SPILL TIME: DATE REPORTED: 19930907 REPORT TIME: 09:OOAM SPILL NOTIFIER: DONNA MORANDUBOH NOTIFIER PHONE: SPILL DESCRIPTION: INCIDENT: MATERIAL SPILLED: WASTE OIL AMT RPTD SPILLED: ACTUAL AMT SPILLED: SOURCE OF SPILL: PET/HAZ: PETROLEUM VIR/WASTE: WASTE PCB LEVEL: ENVIRONMENTAL IMPACT: LUST?: NO SOIL CONTAMINATED?: CONTRACTOR: NOT USED PREPARE REPORT: DAYSICLOSE: 0 Selected Site Details Page-25 i Environmental Firsdearch ' Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SPILLS SITE SEARCH ID: 36 DISUDIR: 0.41 SW MAP ID: 6 NAME: SEARS AUTO CENTER REV: ADDRESS: RTE 28 @ CAPE COD MALL IDI: S91-0265 BARNSTABLE MA 02630 ID2: 4-0899 BARNSTABLE STATUS: CONTACT: BRENNAN,S PHONE: CASE CLOSED? YES SPILL DATE: 19910315 SPILL TIME: DATE REPORTED: 19910515 REPORT TIME: 11:55AM SPILL NOTIFIER: JACK THOMAS NOTIFIER PHONE: SPILL DESCRIPTION: INCIDENT: RUPTURE MATERIAL SPILLED: HYDRAULIC FLUID AMT RPTD SPILLED: 10-50 GALLONS ACTUAL AMT SPILLED: UNKNOWN SOURCE OF SPILL: OTHER SOURCE >HYDR LIFT PETIHAZ: PETROLEUM VIR/WASTE: WASTE PCB LEVEL: NONE ENVIRONMENTAL IMPACT: SOIL ' _ f LUST?: SOIL CONTAMINATED?: CONTRACTOR: NOT USED PREPARE REPORT: DAYS/CLOSE: 1 Selected Site Details Page-26 Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 iSTATE SITE SEARCH ID: 22 DIST/DIR: 0.41 SW MAP m: 6 NAME: SEARS AUTOMOTIVE CTR BAP REV: 05/10/00 ADDRESS: CAPE COD MALL(RTE 132) IDI: 4-0000899 BARNSTABLE MA 02601 ID2: STATUS: RAO CONTACT: PHONE: ' LTBI: 7/15/90 CONFIRMED: 7/15/90 DELETED: REMOVED: SITE INFORMATION: INITIATED: SAB CURRENT STATUS: PHASE 2 ACTION BY: RP ONLY SITE STATUS: RAO ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: GROUNDWATER RELEASE; CONTAINED IN A LUST; METALS PRESENT; PETROLEUM PRESENT; RELEASE TO SOIL; V.O.C.S PRESENT; OTHER CONTAMINATION: OIL/WATER SEPARATOR&ACID NEUTRALIZER TANK OTHER RELEASES: OTHER PROBLEMS: ' OTHER TYPE OF SITE: AUTOMOTIVE CENTER SITE ACTIONS: ' TS DATE: 7/31/97 RAS TYPE: RAO RA STATUS: RAORCD RAO CLASS: A-2 AUL DATE: AUL RESTRICTION: NON LSP: REITER TS DATE: 9114/94 RAS TYPE: TS-ACCEPT ' RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: REITER i Selected Site Details Page-27 ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE WELLS SITE SEARCH ID: 41 DIST/DIR: 0.45 NE MAP ID: 28 NAME: GP WELL k 2 REV: 12/02/99 ADDRESS: BREEDS HILL ROAD IDI: PWS-2875 BARNSTABLE MA ID2: 4020000-02G STATUS: CONTACT: PHONE: ' DEP PUBLIC WATER SUPPLIER NUMBER: 2141 ' WATER SUPPLY TYPE: GROUNDWATER ' CORRESPONDING ZONE If NUMBER: 311 YIELD IN GALLONS PER MINUTE: MORE THAN 70 ' SOURCE CHECK METHOD GPS SURVEYED TOPOGRAPHIC QUADRANGLE NAME: HYANNIS ' STATE SITE SEARCH ID: 8 DIST/DIR: 0.45 SE MAP ID: I 1 NAME: BOUY S REALTY BDP REV: 05/10/00 ADDRESS: 599 IYANOUGH RD. HYN IDI: 4-0000461 BARNSTABLE MA 02630 ID2: STATUS: NDS CONTACT: PHONE: LTBI: 1111/88 CONFIRMED: DELETED: 1/I1/90 REMOVED: SITE INFORMATION: ' INITIATED: SAB CURRENT STATUS: NOT A SITE D ACTION BY: RP ONLY SITE STATUS: NDS ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: SITE ACTIONS: Selected Site Details Page-28 ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 I ' STATE SPILLS SITE ' SEARCH ID: 28 DISUDIR: 0.49 SE MAP ID: 24 NAME: BUDGET RENT A CAR REV: ADDRESS: RTE 132NIGHTINGALE LN IDI: S92-0684 BARNSTABLE MA 02630 ID2: 0000 BARNSTABLE STATUS: CONTACT: KEARNS,R PHONE: ' CASE CLOSED? YES SPILL DATE: SPILL TIME: DATE REPORTED: 19920825 REPORT TIME: ' SPILL NOTIFIER: NOTIFIER PHONE: SPILL DESCRIPTION: ' INCIDENT: TANK REMOVAL MATERIAL SPILLED: GASOLINE AMT RPTD SPILLED: 1-10 CUBIC YDS ACTUAL AMT SPILLED: SOURCE OF SPILL: U.S.T. ' PET/HAZ: PETROLEUM VIRIWASTE: VIRGIN PCB LEVEL: ' ENVIRONMENTAL IMPACT: SOIL LUST?: NO SOIL CONTAMINATED?: CONTRACTOR: NOT USED PREPARE REPORT: DAYS/CLOSE: l Selected Site Details Page-29 ' Environmental FirstSearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 25 DIST/DIR: 0.52 NW MAP ID: 22 NAME: THE CAPE COD COMPANY BAP REV: 05/10/00 ADDRESS: 100 BREEDS HILL RD ID1: 4-0000937 ' BARNSTABLE MA 02630 ID2: STATUS: TIER IA CONTACT: PHONE: LTBI: 10/15/90 CONFIRMED: 4/15/92 DELETED: REMOVED: SITE INFORMATION: ' INITIATED: WS CURRENT STATUS: PHASE I C ACTION BY: RP ONLY SITE STATUS: TIER IA ' ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: GROUNDWATER RELEASE; MANUFACTURING FACILITY; OTHER CONTAMINATION: OTHER RELEASES: OTHER PROBLEMS: OTHER TYPE OF SITE: ' SITE ACTIONS: TS DATE: 12/1/94 RAS TYPE: TS-ACCEPT RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: TS DATE: 8/11/97 RAS TYPE: RAO-P RA STATUS: RAORCD RAO CLASS: ' AUL DATE: AUL RESTRICTION: LSP: BHUNIA TS DATE: 8/11/97 RAS TYPE: PHASEIII RA STATUS: CSRCVD RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: BHUNIA TS DATE: 12/15/98 RAS TYPE: PHASEII RA STATUS: CSRCVD RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: BHUNIA TS DATE: 8/11/97 RAS TYPE: PHASEII RA STATUS: CSRCVD RAO CLASS: ' -Continued on next page- Selected Site Details Page-30 ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SITE SEARCH ID: 25 DISUDIR: 0.52 NW MAP ID: 22 t NAME: THE CAPE COD COMPANY BAP REV: 05/10/00 ADDRESS: 100 BREED S HILL RD IDI: 4-0000937 ' BARNSTABLE MA 02630 ID2: STATUS: TIER IA CONTACT: PHONE: AUL DATE: AUL RESTRICTION: ' LSP: BHUNIA ' Selected Site Details Page-31 i � . Environmental FirstSearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SITE ' SEARCH ID: 23 DIST/DIR: 0.52 SE MAP ID: 7 NAME: SHELL SERVICE STATION BAP REV: 05/10/00 ' ADDRESS: 590 IYANOUGH RD IDI: 4-0000793 BARNSTABLE MA 02630 ID2: STATUS: RAO CONTACT: PHONE: LTBI: 10/15/89 CONFIRMED: 10/15/89 DELETED: REMOVED: ' SITE INFORMATION: INITIATED: SAB CURRENT STATUS: PHASE I C ACTION BY: RP ONLY SITE STATUS: RAO ACTION TAKEN(REM CODE): ' REQ TYPE: REQ DUE: SITE DESCRIPTION: GASOLINE PRESENT; GAS STATION; GROUNDWATER RELEASE; CONTAINED IN A LUST; RELEASE ' TO SOUL; OTHER CONTAMINATION: OTHER RELEASES: ' OTHER PROBLEMS: OTHER TYPE OF SITE: SITE ACTIONS: ' TS DATE: 11/13/96 RAS TYPE: RAO RA STATUS: RAORCD RAO CLASS: B-1 AUL DATE: AUL RESTRICTION: NON LSP: BINGHAM TS DATE: 11/8/94 RAS TYPE: TS-ACCEPT ' RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: LANDYN 1 1 Selected Site Details Page-32 Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE ' SEARCH ID: 7 DISUDIR: 0.55 NE MAP ID: 10 NAME: BARNSTABLE FIRE TRAINING BAP REV: 05/10/00 ADDRESS: MARY DUNN RD IDI: 4-0000190 ' BARNSTABLE MA 02630 ID2: STATUS: TIER IA CONTACT: PHONE: ' LTBI: CONFIRMED: 1/15/87 DELETED: REMOVED: SITE INFORMATION: ' INITIATED: SAB CURRENT STATUS: PHASE 3 ACTION BY: RP ONLY SITE STATUS: TIER IA ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: CHLORINATED SOLVENTS PRESENT; GROUNDWATER RELEASE; PETROLEUM PRESENT; RELEASE ' TO SOIL; ALTOGETHER UNCONTAINED; OTHER CONTAMINATION: OTHER RELEASES: ' OTHER PROBLEMS: OTHER TYPE OF SITE: COUNTY FIRE TRAINING SITE SITE ACTIONS: ' TS DATE: 11/17/98 RAS TYPE: IRA RA STATUS: PLANWR RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: CAMBARERI TS DATE: 9/23/94 RAS TYPE: TS-ACCEPT ' RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: CAMBARERI ' TS DATE: 3/25/99 RAS TYPE: IRA RA STATUS: IHEVAL RAO CLASS: AUL DATE: AUL RESTRICTION: ' LSP: CAMBARERI TS DATE: 325/99 RAS TYPE: IRA RA STATUS: CSRCVD RAO CLASS: ' AUL DATE: AUL RESTRICTION: LSP: CAMBARERI TS DATE: 11/17/98 RAS TYPE: RAM -Continued on next page- t Selected Site Details Page-33 Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 7 DISTAHR: 0.55 NE MAP ID: 10 NAME: BARNSTABLE FIRE TRAINING BAP REV: 05/10/00 ADDRESS: MARY DUNN RD IDI: 4-0000190 ' BARNSTABLE MA 02630 ID2: STATUS: TIER IA CONTACT: PHONE: ' Ra STATUS: CSRCVD RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: CAMBARERI ' TS DATE: 11/17/98 RAS TYPE: IRA RA STATUS: IHEVAL RAO CLASS: AUL DATE: ALL RESTRICTION: LSP: CA14BARERI Selected Site Details Page-34 ' Environmental FirstSearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 20 DISUDIR: 0.55 NW MAP ID: 19 NAME: PACKAGING INDUSTRIES GROUP BAP REV: 05/10/00 ADDRESS: PERSEVERENCE WAY/PT.#5 HYN IDI: 4-0000938 ' BARNSTABLE MA 02630 ID2: STATUS: NDS CONTACT: PHONE: ' LTBI: 10/15/90 CONFIRMED: DELETED: 10/1/93 REMOVED: SITE INFORMATION: ' INITIATED: WS CURRENT STATUS: NOT A SITE D ACTION BY: SITE STATUS: NDS ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: GROUNDWATER RELEASE; INDUSTRIAL SITE; ' OTHER CONTAMINATION: OTHER RELEASES: OTHER PROBLEMS: OTHER TYPE OF SITE: ' SITE ACTIONS: Selected Site Details Page-35 ' Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 16 DIST/DIR: 0.55 SW MAP ID: 17 NAME: GIBBS SERVICE STATION/FMR BAP REV: 05/10/00 ADDRESS: CAPE COD MALL(RTE 132) HYN IDI: 4-0000898 BARNSTABLE MA 02630 ID2: STATUS: RAO CONTACT: PHONE: LTBI: 4/15/90 CONFIRMED: 4/15/90 DELETED: REMOVED: SITE INFORMATION: INITIATED: UNSL CURRENT STATUS: PHASE 2 ACTION BY: RP ONLY SITE STATUS: RAO ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: FORMER; GASOLINE PRESENT; GAS STATION; GROUNDWATER RELEASE; CONTAINED IN A LUST; RELEASE TO SOIL; V.O.C.S PRESENT; OTHER CONTAMINATION: OTHER RELEASES: OTHER PROBLEMS: OTHER TYPE OF SITE: SITE ACTIONS: TS DATE: 9/2/94 RAS TYPE: TS-ACCEPT RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: TS DATE: 5/30/97 RAS TYPE: RAO ' RA STATUS: RAORCD RAO CLASS: A-2 AUL DATE: AUL RESTRICTION: NON LSP: REITER i Selected Site Details Page 36 Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SITE SEARCH ID: 12 DIST/DIR: 0.60 SW MAP ED: 4 i NAME: CORPORATION PLAZA BAP REV: 05/10/00 ADDRESS: 109 CORPORATION RD IDI: 4-0000890 BARNSTABLE MA 02630 ID2: STATUS: TIER IA CONTACT: PHONE: ' LTBI: 4/15/90 • CONFIRMED: 4/15/90 DELETED: REMOVED: SITE INFORMATION: INITIATED: UNSL CURRENT STATUS: PHASE 2 ACTION BY: RP ONLY SITE STATUS: TIER IA ' ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: COMMERCIAL SITE; CHLORINATED SOLVENTS PRESENT; GROUNDWATER RELEASE; UNKNOWN ' AS TO WHAT IS CONTAINED IN; V.O.C.S PRESENT; OTHER CONTAMINATION: OTHER RELEASES: OTHER PROBLEMS: OTHER TYPE OF SITE: SITE ACTIONS: TS DATE: 8/15/94 RAS TYPE: IRA RA STATUS: APWRIT RAO CLASS: AUL DATE: AUL RESTRICTION: ' LSP: TS DATE: 8/12/94 RAS TYPE: TS-ACCEPT RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: REITER TS DATE: 6/14/96 RAS TYPE: RAO-P RA STATUS: RAORCD RAO CLASS: A-2 AUL DATE: AUL RESTRICTION: NON LSP: REITER 1 TS DATE: 11/24/99 RAS TYPE: PHASER RA STATUS: SOW RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: REITER f ' Selected Site Details Page-37 i ' Environmental FirstSearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 18 DISUDIR: 0.63 SW MAP ID: 18 NAME: NEVADA BOB S BDP REV: 05/10/00 ADDRESS: 30 CORPORATION RD. HYN IDI: 4-0000782 BARNSTABLE MA 02630 ID2: STATUS: NFA CONTACT: PHONE: LTBI: 10/15/89 CONFIRMED: 16/1589 DELETED: 7/15/90 REMOVED: SITE INFORMATION: ' INITIATED: UNSL CURRENT STATUS: N.F.A. ACTION BY: RP ONLY SITE STATUS: NFA ' ACTION TAKEN(REM CODE): C,D REQ TYPE: REQ DUE: SITE DESCRIPTION: COMMERCIAL SITE; GROUNDWATER RELEASE; CONTAINED IN A LUST; PETROLEUM PRESENT; i UNKNOWN AS TO WHAT IS CONTAINED IN; RELEASE TO SOIL; V.O.C.S PRESENT; OTHER CONTAMINATION: OTHER RELEASES: OTHER PROBLEMS: ' OTHER TYPE OF SITE: SITE ACTIONS: Selected Site Details Page-38 ' Environmental Firsdearch Site Detail Report 1 TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 5 DISUDIR: 0.65 SE MAP ID: 8 NAME: BAP AIRPORT-HANGER I REV: 05/10/00 ADDRESS: BOARDMAN-POLANDO FIELD ID1: 4-0012048 ' BARNSTABLE MA 02630 ID2: STATUS: TIER I CONTACT: PHONE: I ' LTBI: CONFIRMED: DELETED: REMOVED: SITE INFORMATION: INITIATED: CURRENT STATUS: ACTION BY: SITE STATUS: TIER I B ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: ' SITE ACTIONS: TS DATE: 2/28/97 RAS TYPE: FEND RA STATUS:' TRANS RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: TS DATE: 4/29/96 RAS TYPE: TS-ACCEPT ' RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: I , 1 Selected Site Details Page-39 i Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SITE SEARCH ID: 6 DIST/DIR: 0.65 SE MAP ID: 8 NAME: BARNSTABLE AIRPORT BAP REV: 05/10/00 ADDRESS: BOARDMAN-POLANDO FIELD IDI: 4-0000823 ' BARNSTABLE MA 02630 ID2: STATUS: DEF TIER I B CONTACT: PHONE: ' LTBI: 1/15/90 CONFIRMED: 7/15/93 DELETED: REMOVED: SITE INFORMATION: INITIATED: WS CURRENT STATUS: PHASE 1 C ACTION BY: RP ONLY SITE STATUS: DEF TIER I B ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: SITE ACTIONS: 1 IS DATE: 6/23/97 RAS TYPE: PHASEH RA STATUS: CSRC VD RAO CLASS: ' AUL DATE: AUL RESTRICTION: LSP: NELSON IS DATE: 323/99 RAS TYPE: PHASEIV RA STATUS: RIPRCVD RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: NELSON j ' IS DATE: 10/11/94 RAS TYPE: TS-ACCEPT RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: IS DATE: 1221/98 RAS TYPE: IRA I ' RA STATUS: PLANWR RAO CLASS: AUL DATE: AUL RESTRICTION: ISP: NELSON ' IS DATE: 323/99 RAS TYPE: PHASEIII RA STATUS: CSRCVD RAO CLASS: AUL DATE: AUL RESTRICTION: ESP: NELSON ' IS DATE: 1020/98 RAS TYPE: IRA RA STATUS: APORAL RAO CLASS- AUL DATE: AUL RESTRICTION: -Continued on next page- Selected Site Details Page-40 ' Environmental FirstSearch . Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 i ' STATE SITE SEARCH ID: 6 DIST/DIR: 0.65 SE MAP ID: 8 NAME: BARNSTABLE AIRPORT BAP REV: 05/10/00 ADDRESS: BOARDMAN-POLANDO FIELD IDI: 4-0000823 ' BARNSTABLE MA 02630 ID2: STATUS: DEF TIER I B CONTACT: PHONE: LSP: + 1 . ' 1 1 1 1 1 1 ' 1 1 ' 1 t Selected Site Details Page-41 Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 17 DISUDIR: 0.65 SE MAP ID: 8 NAME: GRIFFIN AVIONICS REV: 05/10/00 ADDRESS: 630 BARNSTABLE RD ID1: 4-0012911 BARNSTABLE MA 02601 ID2: STATUS: CONTACT: PHONE: LTBI: CONFIRMED: DELETED: REMOVED: SITE INFORMATION: ' INITIATED: CURRENT STATUS: ACTION BY: SITE STATUS: ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: SITE ACTIONS: TS DATE: 4/27/98 RAS TYPE: FEND f RA STATUS: TRANS RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: TS DATE: 3/24/98 RAS TYPE: TCLASS RA STATUS: RECPT RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: LAMMINEN Selected Site Details Page-42 t I j Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 24 DLST/DIR: 0.74 NW MAP ID: 21 NAME: STAR ENTERPRISE FACILITY REV: 05/10/00 ADDRESS: 11401YANOUGH RD ROUTE 132 IDI: 4-0011301 BARNSTABLE MA 02601 ID2: STATUS: TIER IC CONTACT: PHONE: LTBI: CONFIRMED: DELETED: REMOVED: SITE INFORMATION: INITIATED: CURRENT STATUS: ACTION BY: SITE STATUS: TIER I ' ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: ' SITE ACTIONS: TS DATE: 3/3/97 RAS TYPE: FEND RA STATUS: TRANS RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: ' TS DATE: 4/9/96 RAS TYPE: TCLASS RA STATUS: RECPT RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: BINGHAM rSelected Site Details Page-43 1 Environmental FirstSearch Site Detail Report t TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 26 DIST/DIR: 0.74 SW MAP ID: 23 NAME: TIRRELL RADIATOR SHOP BAP REV: 05/10/00 ADDRESS: 528 BEARSE S WAY HYN IDI: 4-0000717 BARNSTABLE MA 02630 ID2: STATUS: DEF TIER I CONTACT: PHONE: LTBI: 10/15/89 CONFIRMED; DELETED: REMOVED: SITE INFORMATION: INITIATED: SAB CURRENT STATUS: P.A. L ACTION BY: RP ONLY SITE STATUS: DEF TIER 1 B ACTION TAKEN(REM CODE): REQ TYPE: INTERIM-DL REQ DUE: 11/21/94 SITE DESCRIPTION: SITE ACTIONS: Selected Site Details Page-44 Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SITE SEARCH ID: 11 MUM: 0.79 SW MAP ID: 14 NAME: CITGO QUICK MART REV: 05/10/00 ADDRESS: 317 FALMOUTH RD ID1: 4-0010415 BARNSTABLE MA 02601 ID2: STATUS: TIER 2 CONTACT: PHONE: LTBI: CONFIRMED: DELETED: REMOVED: SITE INFORMATION: INITIATED: CURRENT STATUS: PHASE 2 ACTION BY: SITE STATUS:. TIER 2 ' ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: SITE ACTIONS: TS DATE: 4/18/97 RAS TYPE: FEND RA STATUS: TRANS RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: TS DATE: 4/4/95 RAS TYPE: TCLASS RA STATUS: RECPT RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: SALVETTI i � 1 � 1 1 1 , Selected Site Details Page-45 ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SITE SEARCH ID: 10 DISUDIR: 0.81 NW MAP ID: 13 ' NAME: CANDLE CORPORATION/FMR BDP REV:- ADDRESS: IYANOUGH RDIRTE 132 HYN IDI: 4-0001082 ' BARNSTABLE MA 02601 ID2: STATUS: L.T.B.I. CONTACT: PHONE: REGION: 4 LTBI DATE: 07-15-93 NPL: 21 E CURRENT STATUS: P.A. L CONFIRM DATE: PUB INV: PET/HAZ: DELETED DATE: INIT ACTION: OTH REMEDIATION: REMED DATE: RESP ACTION: WAIVER DATE: PRIORITY: PRECLASSIFICATION - CONTENT: ' LOCATION: RESULTS: GROUND WATER: ' Selected Site Details Page-46 ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SITE SEARCH ID: 19 DISUDIR: 0.81 NW MAP ID: 13 ' NAME: OLD HARBOR CANDLE CO/FMR REV: 05/10/00 ADDRESS: 1180 1YANOUGH RD IDI: 4-0001289 BARNSTABLE MA 02601 ID2: STATUS: RAO CONTACT: PHONE: ' LTBL• 7/15/93 CONFIRMED: 10/1/93 DELETED: REMOVED: SITE INFORMATION: ' INITIATED: UNSL CURRENT STATUS: PHASE 2 ACTION BY: RP ONLY SITE STATUS: RAO i ' ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: FORMER; GROUNDWATER RELEASE; MANUFACTURING FACILITY; V.O.C.S PRESENT; ' OTHER CONTAMINATION: UNKNOWN SOURCE OTHER RELEASES: OTHER PROBLEMS: OTHER TYPE OF SITE: ' SITE ACTIONS: ' TS DATE: 10/3/94 RAS TYPE: TS-RAS RA STATUS: RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: TS DATE: 8/17/94 RAS TYPE: IRA RA STATUS: IHEVAL RAO CLASS: ' AUL DATE: AUL RESTRICTION: LSP: SALVETTI ' TS DATE: 7/21/97 RAS TYPE: RAO RA STATUS: RAORCD RAO CLASS: B-1 AUL DATE: AUL RESTRICTION: NON LSP: SALVETTI ' Selected Site Details Page-47 f Environmental FirstSearch ' Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SITE SEARCH ID: 13 DISUDIR: 0.85 NW MAP ID: 15 NAME: CUMBERLAND FARMS/GULF STATION REV: 05/10l00 ADDRESS: 1171 IYANOUGH RD IDI: 4-0010850 ' BARNSTABLE MA 02601 ID2: STATUS: TIER 1C CONTACT: PHONE: LTBI: CONFIRMED: DELETED: REMOVED: SITE INFORMATION: ' INITIATED: CURRENT STATUS: ACTION$V: SITE STATUS: TIER I ACTION TAKEN(REM CODE): REQ TYPE: REQ DUE: SITE DESCRIPTION: SITE ACTIONS: ' TS DATE: 2/28/97 RAS TYPE: FEND RA STATUS: TRANS RAO CLASS: ' AUL DATE: AUL RESTRICTION: LSP: TS DATE: 10/27/91 RAS TYPE: TCLASS RA STATUS: RECPT RAO CLASS: AUL DATE: AUL RESTRICTION: LSP: BINGHAM 1 ' Selected Site Details Page-48 f ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 62 DISUDIR: NON GC MAP ID: NAME: BELL ATLANTIC(5324-03) REV: 03129/00 ADDRESS: 16 HINCLEY RD IDI: 0-001361 ' HYANNIS MA 02601 ID2: STATUS: CONTACT: EDWARD MCGRATH PHONE: (617)743-7123 ' TOTAL NUMBER OF TANKS: 1 OWNER INFORMATION OWNER NAME: BELL ATLANTIC ' OWNER ADDRESS: 125 HIGH ST,ROOM 1006 BOSTON MA 02110 OWNER TELEPHONE: • (617)743-6846 OWNER TYPE: Private FACILITY INSURANCE INFORMATION FACILITY GROUNDWATER INFORMATION COMMERCIAL INSURANCE?: NO WITHIN DRINKING SUPPLY PROTECTION AREA?: NO ' SELF INSURED?: YES WITHIN A WELLHEAD PROTECTION AREA?: NO RISK RETENTION GROUP RESPONSIBH,ITY?: NO WITHIN 100 FEET OF A WETLAND?: NO GUARANTEE FINANCIAL RESPONSHIILITY?: NO WITHIN 300 FEET OF A BODY OF WATER?: NO TRUST FUND FINANCIAL RESPONSIBH ITY?: NO TOWN FIRE DEPARTMENT CODE: 01922 SURETY BOND FINANCIAL RESPONSIBU M?: NO ' STATE FUND FINANCIAL RESPONSHIILITY?: NO OTHER TYPES OF INSURANCE: TANK NUMBER: 1 ' TANK STATUS: In Use PIPE STATUS: CONTENTS: Gasoline CAPACITY: 2000 GALLONS DATE INSTALLED: 1/1/86 0:00:00 DATE LAST USED: DATE REMOVED: ' HAS LEAK EVER BEEN DETECTED?: NO IF DETECTED,WAS DEP NOTIFIED OF LEAK?: NO DEP TRACKING NUMBER TANK LEAK DETECTION METHOD: Interstitial Monitoring ' PEPING LEAK DETECTION METHOD: Suction:Check Valve at Dispenser TANK MATERIAL/CONSTRUCTION: Fiberglass Reinforced Plastic Double Walled PEPE MATERIALICONSTRUCTION: Fiberglass Reinforced Plastic Single Walled ' IS TANK LINED?: NO DOES TANK HAVE EXCAVATION LINER?: NO INSTALL INSPTD BY ENGINEER?: NO INSTALL INSPTD BY IMPLEMENTING AGCY?: YES DATE OF LAST TIGHTNESS TEST: 1 ' e-50 Selected Site Details Page Environmental FirstSearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' EMERGENCY RESPONSE NOTIFICATION SITE SEARCH ID: 56 DISUDIR: NON GC MAP ID: NAME: REV: ADDRESS: COVE BETWEEN PLEASANT AND OCEAN ST ID1: 587306 ' HYANNIS MA 02601 ID2: STATUS: UNKNOWN CONTACT: PHONE: ' CERCLIS(Y!N): + MAT: OIL:DIESEL QUANT: 0.00 UNKNOWN ' LOCATION: COVE BETWEEN PLEASANT AND OCEAN ST CITY: REPORTED: 07/22/98 SOURCE: UNKNOWN MEDIUM: WATER UNKNOWN/UNKNOWN SHEEN SIGHTING,SHEEN SIZE:UNKNOWN SIZE/COLOR:UNK DUE TO CAUSE: UNKNOWN DARKNESS!CALLER COULD SMELL MATERIAL FOR OVER AN HOUR ACT: NONE ' BY: EMERGENCY RESPONSE NOTIFICATION SITE SEARCH ID: 55 DIST/DIR: NON GC MAP ID: NAME: REV: ADDRESS: OCEAN STREET DOCK HYANNIS(TIED UP TO ONLY PIER) IDI: 550809 BARNSTABLE MA 02601 ID2: ' STATUS: UNKNOWN CONTACT: PHONE: CERCLIS(Y/N): ' MAT: UNKNOWN OIL QUANT: 0 UNKNOWN LOCATION: OCEAN STREET DOCK HYANNIS(TIED UP TO ONLY PIER) ' CITY: REPORTED: 09/08/97 SOURCE: UNKNOWN MEDIUM: WATER 55 FT FN JESSICA SUSAN AND/OR THE 55FT IN CAROL R 11/SHEEN SIZE:80 FT X ' CAUSE: UNKNOWN 30 FT/COLOR:RAINBOW/EXACT SOURCE UNKNOWN ACT: NONE BY: • Selected Site Details Page-49 ' Environmental FirstSearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 NOTIFICATION SITE EMERGENCY RESPONSE N O ' SEARCH ID: 50 DISTAHR: NON GC MAP ID: NAME: COMMONWEALTH ELECTRIC CO. REV: in/93 ADDRESS: IYANOUGH ROAD IDI: 424843 HYANNIS MA 02601 ID2: STATUS: UNKNOWN(EPA REGIONS) CONTACT: PHONE: ' SPILL INFORMATION DATE OF SPILL: 1/7/93 TIME OF SPILL: 0300 ' PRODUCT RELEASED(1): TRANSFORMER OIL QUANTITY(1): 1 UNITS(1): UNK PRODUCT RELEASED(2): ' QUANTITY(2): UNITS(2): PRODUCT RELEASED(3): QUANTITY(3): UNITS(3): MEDIUM/MEDIA AFFECTED AIR: NO GROUNDWATER: NO ' LAND: NO FIXED FACILITY: YES WATER: NO OTHER: NO WATERBODY AFFECTED BY RELEASE: ROAD-STORM DRAIN ' CAUSE OF RELEASE DUMPING: NO EQUH'MENT FAILURE: NO NATURAL PHENOMENON: NO OPERATOR ERROR: NO ' OTHER CAUSE: NO TRANSP.ACCIDENT: NO UNKNOWN: YES ACTIONS TAKEN: CLEAN HARBOR CALLED BY POWER CO. RELEASE DETECTION: CAR CAR HIT UTILITY POLE MISC.NOTES: CLEAN HARBORS TO RESPONDED WITHIN THE HOUR.POWER CO.USED PCB HIT TO TEST OIL NO PCB PRESENT.POWER CO.TO CALL STATE S/P. DISCHARGER INFORMATION ' DISCHARGER ID: 424843 DUN&BRADSTREET N: TYPE OF DISCHARGER: PUBLIC UTILITY NAME OF DISCHARGER: COMMONWEALTH ELECTRIC CO. ADDRESS: ' UNKNOWN Selected Site Details Page-51 r . Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' EMERGENCY RESPONSE NOTIFICATION SITE SEARCH ID: 52 DISUDIR: NON GC MAP ID: NAME: MOBIL OIL CORP REV: 8/1/91 ADDRESS: MOBIL STATION ROUTE 132 IDI: 230965 ' HYANNIS MA ID2: BARNSTABLE STATUS: FIXED FACILITY CONTACT: PHONE: ' SPILL INFORMATION DATE OF SPILL: 8/1/91 TIME OF SPILL: 1500 ' PRODUCT RELEASED(1): GASOLINE QUANTITY(1): I UNITS(1): OTH PRODUCT RELEASED(2): QUANTITY(2): UNITS(2): PRODUCT RELEASED(3): QUANTITY(3): UNITS(3): MEDWM/MEDIA AFFECTED AIR: NO GROUNDWATER:. YES ' LAND: YES FIXED FACILITY: NO WATER: NO OTHER: NO WATERBODY AFFECTED BY RELEASE: NONE ' CAUSE OF RELEASE DUMPING: NO EQUIPMENT FAILURE: YES NATURAL PHENOMENON: NO OPERATOR ERROR: NO ' OTHER CAUSE: NO TRANSP.ACCIDENT: NO UNKNOWN: NO ACTIONS TAKEN: R&T SYSTEM IN PLACE RELEASE DETECTION: ' MISC.NOTES: GD-GAC-SHALLOW POND DISCHARGER INFORMATION DISCHARGER ID: 230965 DUN&BRADSTREET#: TYPE OF DISCHARGER: NAME OF DISCHARGER: MOBIL OIL CORP ADDRESS: 1 TECHNOLOGY PARK DR WESTFORD MA 01888- Selected Site Details Page-54 1 Environmental FirstSear ch Site Detail Report TARGET SITE: AIRPORT ROAD HYANMS MA 02601 JOB: 5770.00 ' STATE SPILLS SITE SEARCH ID: 57 DLSUDIR: NON GC ' MAP ID: NAME: LAIDLAW BUS CO. ADDRESS: FERNDOCK RD REV: 03/20/00 ' BARNSTABLE MA 02601 IDI: 4-0013502 ID2: CONTACT: STATUS: TWO HR PHONE: RELEASE NOTIFICATION DATE: 11/21/97 RELEASE SOURCE: PIPE ' TYPE OF CHEMICAL RELEASED: DIESEL FUEL AMOUNT RELEASED: 15 GAL TYPE OF PROPERTY: COMMERCIAL . ACTION TAKEN: ACTION STATUS: Response Action Outcome ACTION DATE: 12/18/1997 TYPE OF RESPONSE ACT.OUTCOME: R O Statement Received BEEN REDUCED TO BACKROUND A PERMANENT SOLUTION HAS BEEN ACHIEVED: CONTAMINATION HAS NOT ACTIVITY USE LIMITATION: LSP ID NUMBER: NONE 9546 1 i 1 i Selected Site Details Page-53 i ' Environmental Firsdearch Site Detail Report ' TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 EMERGENCY RESPONSE NOTIFICATION SITE SEARCH ID: 51 DISTAMR: NON GC MAP ID: NAME: HYANNIS TIRE&AUTO REV: 11/3/90 0: ' ADDRESS: RT 28&E.MAIN ST. ID1: 184812 HYANNIS MA ID2: BARNSTABLE STATUS: UNKNOWN(NRC) CONTACT: PHONE: SPILL INFORMATION DATE OF SPILL: 11/3/90 TIME OF SPILL: 1030 PRODUCT RELEASED(1): UNKNOWN OIL QUANTITY(1): 0 UNITS(1): UNK PRODUCT RELEASED(2): ETHYLENE GLYCOL QUANTITY(2): 0 UNITS(2): UNK PRODUCT RELEASED(3): ' QUANTITY(3): UNITS(3): MEDIUM/MEDIA AFFECTED AIR: NO GROUNDWATER: NO LAND: YES FIXED FACILITY: NO WATER: NO OTHER: NO WATERBODY AFFECTED BY RELEASE: MARSHLANDS CAUSE OF RELEASE DUMPING: NO EQUIPMENT FAILURE: NO NATURAL PHENOMENON: NO OPERATOR ERROR: NO ' OTHER CAUSE: NO TRANSP.ACCIDENT: NO UNKNOWN: NO ACTIONS TAKEN: NONE ' RELEASE DETECTION: CALLER STATES THAT COMPANY IS WASHING OIL AND ANTIFREEZE INTO THE MARSHLANDS OUT BACK- MISC.NOTES: MARSHLANDS 30 FT X 50 Fr.BLACK COLOR.HAS BEEN GOING ON FOR 2 OR 3 MONTHS. DISCHARGER INFORMATION ( , DISCHARGER ID: 184812 DUN&BRADSTREET#: TYPE OF DISCHARGER: PRIVATE ENTERPRISE NAME OF DISCHARGER: HYANNIS TIRE&AUTO ADDRESS: RT 28 ' HYANNIS MA 26010 Selected Site Details Page-52 ' Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SPILLS SITE SEARCH ID: 58 DIST/DIR: NON GC MAP ID: NAME: NO LOCATION AID REV: 03/20/00 ADDRESS: 44 COMMUNICATION AVE IDI: 4-0014565 ' BARNSTABLE•MA 02601 ID2: STATUS: TWO HR CONTACT: PHONE: RELEASE NOTIFICATION DATE: 2/25/99 RELEASE SOURCE: VEHICLE TYPE OF CHEMICAL RELEASED: DIESEL FUEL AMOUNT RELEASED: 30 GAL TYPE OF PROPERTY: COMMERCIAL ACTION TAKEN: Response Action Outcome ACTION DAT E: 04/06/1999 ACTION STATUS: RAO Statement Received TYPE OF RESPONSE ACT.OUTCOME: Al-A PERMANENT SOLUTION HAS BEEN ACHIEVED:CONTAMINATION HAS BEEN REDUCED TO BACKROUND OR A THREAT OF A RELEASE HAS BEEN ELIMINATED ACTIVITY USE LIMITATION: NONE LSP ID NUMBER: 1523 ACTION TAKEN: Immediate Response Action ACTION DATE: 02/25/1999 ACTION STATUS: Oral Approval of Plan TYPE OF RESPONSE ACT.OUTCOME: ACTIVITY USE LIMTTATION: LSP ID NUMBER: 1523 Selected Site Details Page-55 i Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 I ' STATE SPILLS SITE SEARCH ID: 59 DLSUDIR: NON GC MAP ID: ' NAME: POLE 150/86 REV: 0320/00 ADDRESS: RTE 132 IDI: 4-0014312 BARNSTABLE MA 02601 ID2: STATUS: TWO HR CONTACT: PHONE: RELEASE NOTIFICATION DATE: 11/6/98 RELEASE SOURCE: VEHICLE TYPE OF CHEMICAL RELEASED: UNKNOWN CHEMICAL OF UNKNOWN TYPE AMOUNT RELEASED: 50 GAL TYPE OF PROPERTY: ROADWAY ACTION TAKEN: Immediate Response Action ACTION DATE: 11/06/1998 ACTION STATUS: Oral Approval of Plan TYPE OF RESPONSE ACT.OUTCOME: ACTIVITY USE LIMITATION: LSP ID NUMBER: 7763 ACTION TAKEN: Response Action Outcome ACTION DATE: 01/05/1999 ACTION STATUS: RAO Statement Received TYPE OF RESPONSE ACT.OUTCOME: Al-A PERMANENT SOLUTION HAS BEEN ACHIEVED:CONTAMINATION HAS BEEN REDUCED TO BACKROUND OR A THREAT OF A RELEASE HAS BEEN ELIMINATED ACTIVITY USE LIMITATION: NONE LSP ID NUMBER: 7022 ' Selected Site Details Page-56 Environmental FirstSearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 EMERGENCY RESPONSE NOTIFICATION SITE SEARCH ID: 53 DISTAMR: NON GC MAP ID: NAME: PRIVATE CITIZEN REV: 4/6/95 ADDRESS: AIRPORT ROAD-DEAD END STREET ON HYANNIS-BARNSTABLE IDI: 436038 HYANNIS MA ID2: STATUS: FIXED FACILITY CONTACT: PHONE: • SPILL INFORMATION DATE OF SPILL: 4/6/95 TIME OF SPILL: 1 100 PRODUCT RELEASED(1): DRUMS OF VARIOUS CHEMICALS QUANTITY(1): 77 UNITS(l): DRU PRODUCT RELEASED(2): QUANTITY(2): UNITS(2): PRODUCT RELEASED(3): ' QUANTITY(3): UNITS(3): MEDIUM/MEDIA AFFECTED AIR: YES GROUNDWATER: NO LAND: YES FIXED FACILITY: NO WATER: NO OTHER: NO WATERBODY AFFECTED BY RELEASE: ' CAUSE OF RELEASE DUMPING: NO EQUIPMENT FAILURE: NO NATURAL PHENOMENON: NO OPERATOR ERROR: NO ' OTHER CAUSE: YES TRANSP.ACCIDENT: NO UNKNOWN: NO ACTIONS TAKEN: BARNSTABEL WATER CO.WELL WAS TAKEN OUT OF SERVICE PENDING THE SOIL SAMPLES 1 RESULTS. RELEASE DETECTION: STORAGE YARD NEXT TO BARNSTABLE MUNICIPAL AIRPORT.SPREADING BRUSH FIRE INGNITED CHEMICALS IN METAL DRUMS. MISC.NOTES: DRUMS MAY HAVE CONTAMINATED THE SOIL.MUNICIPAL WATER WELL LESS THAN HALF MILEFROM THE FIRE.DRUMS:MINERAL SPIRITS,WASTE OIL,FUEL OIL,KEROSENE.MA DEP TOOK SOIL SAMPLES. BENJAMIN BAXTER HIRED ZECCO CO.OF NORW WOD FOR CLEANUP. DISCHARGER INFORMATION DISCHARGER ID: 436038 DUN&BRADSTREET#: TYPE OF DISCHARGER: PRIVATE CITIZEN NAME OF DISCHARGER: PRIVATE CITIZEN ADDRESS: UNKNOWN it i Selected Site Details Page-57 Environmental Firsdearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 EMERGENCY RESPONSE NOTIFICATION SITE SEARCH ID: 54 DI UDIR: NON GC MAP ID: NAME: TARA HYANNIS HOTEL REV: 922/94 ADDRESS: TARA HYANNIS HOTEL IDI: 426617 HYANNIS MA ID2: BARNSTABLE STATUS: FIXED FACILITY CONTACT: PHONE: SPILL INFORMATION DATE OF SPILL: 9/22/94 TIME OF SPILL: 1300 PRODUCT RELEASED,1): MURIATIC ACID QUANTITY(1): l UNITS(1): GAL PRODUCT RELEASED(2): ' QUANTITY(2): UNITS(2): PRODUCT RELEASED(3): QUANTITY(3): UNITS(3): MEDIUM/MEDIA AFFECTED AIR: NO GROUNDWATER: NO LAND: NO FIXED FACILITY: YES WATER: NO OTHER: NO WATERBODY AFFECTED BY RELEASE: CAUSE OF RELEASE DUMPING: NO EQUIPMENT FAILURE: YES NATURAL PHENOMENON: NO OPERATOR ERROR: NO ' OTHER CAUSE: NO TRANSP.ACCIDENT: NO UNKNOWN: NO ACTIONS TAKEN: RELEASE DETECTION: SPILL CAUSED CHLORINE GAS FUMES IN HOTELS BASEMENT. MISC.NOTES: NEWSCLIP DISCHARGER INFORMATION DISCHARGER ID: 426617 DUN&BRADSTREET#: TYPE OF DISCHARGER: PRIVATE ENTERPRISE NAME OF DISCHARGER: TARA HYANNIS HOTEL ADDRESS: HYANNIS MA Selected Site Details Page-58 Environmental FirstSearch Site Detail Report tTARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 STATE SPILLS SITE SEARCH m: 60 DLST/DIR: NON GC MAP ID: NAME: TRANSFORMER VAULT REV: 03/20/00 ADDRESS: ATTUCKS WAY ID1: 4-0013685 BARNSTABLE MA 02601 ID2: STATUS: TWO HR CONTACT: PHONE: RELEASE NOTIFICATION DATE: 2/18/98 RELEASE SOURCE: TRANSFORM TYPE OF CHEMICAL RELEASED: UNKNOWN CHEMICAL OF TYPE-OIL AMOUNT RELEASED: 25 GAL TYPE OF PROPERTY: COMMERCIAL ACTION TAKEN: Response Action Outcome ACTION DATE: 04/15/1998 ACTION STATUS: RAO Statement Received TYPE OF RESPONSE ACT.OUTCOME: A2-A PERMANENT SOLUTION HAS BEEN ACHIEVED: CONTAMINATION HAS NOT BEEN REDUCED TO BACKROUND ACTIVITY USE LIMITATION: NONE LSP ID NUMBER: 3497 ACTION TAKEN: Immediate Response Action ACTION DATE: 02/18/1998 ACTION STATUS: Oral Approval of Plan TYPE OF RESPONSE ACT.OUTCOME: ACTIVITY USE LIMITATION: LSP ID NUMBER: 3497 Selected Site Details Page-59 Environmental FirstSearch Site Detail Report TARGET SITE: AIRPORT ROAD JOB: 5770.00 HYANNIS MA 02601 ' STATE SPILLS SITE SEARCH ID: . 61 DISTAMR: NON GC MAP ID: NAME: UNITED PARCEL SERVICE REV: ADDRESS: OFF MARY DUNN RD IDI: S93-0673 BAR,'YSTABLE MA 02630 ID2: •0000 BARNSTABLE STATUS: CONTACT: BRENNAN,S PHONE: CASE CLOSED? YES ' SPILL DATE: 19930927 SPILL TIME: DATE REPORTED: 19930927 REPORT TIME: SPILL NOTIFIER: HAZMAT TEAM 1 NOTIFIER PHONE: SPILL DESCRIPTION: INCIDENT: LEAK MATERIAL SPILLED: OTHER MATERIAL -> AMT RPTD SPILLED: LESS THAN 1 GALLONS ACTUAL AMT SPILLED: UNKNOWN GALLONS SOURCE OF SPILL: VEHICLE PET/HAZ: HAZARDOUS VIR/WASTE: VIRGIN PCB LEVEL: NONE 'ENVIRONMENTAL IMPACT: LUST?: NO SOIL CONTAMINATED?: CONTRACTOR: NOT USED PREPARE REPORT: DAYSICLOSE: 0 Selected Site Details Page-60 r Environmental FirstSearch Massachusetts Databases and Sources 1. State Sites: Confirmed Disposal Sites and Locations To Be Investigated. The Department of Environmental Protection Agency database of confirmed, LTBI, waiver, deleted and re- served sites maintained by the Bureau of Waste Site Cleanup. Updated immediately upon release. 2. Spills: The Department of Environmental Protection Agency database of emergency response actions and spill releases maintained by the Bureau of Waste Site Cleanup. ' Updated immediately upon release. 3. Landfills: The Department of Environmental Protection Agency Agency database of active solid waste landfill facilities maintained by the Division of Solid Waste Management. Updated annually. 4. UST: Underground Storage Tanks. The Department of Public Safety/Office of the Fire Marshall's database of registered underground storage tanks. Updated semi-annually. 5. PWS: The Department of Environmental Protection Agency's database of public water supply well locations maintained by the Division of Water Supply and MassGIS. Updated semi-annually. 6. Aquifers: The Executive Office of Environmental Affairs GIS database of high, medium and low yield aquifers, EPA sole source aquifers, known zone II boundaries for public water supplies and surface water. Updated annually. 7. ACEC: Areas of Critical Environmental Concern. The Executive Office of Environmental Affairs GIS database of legislated ACECs, protected open spaces, estimated habitats of endanger- ed species and vernal pools. ,. Updated annually.. I i Services Offices; State GIS Departments. Updated periodically. 9. Floodplains - 100 year and 500 year flood zone boundaries for select counties in the United States. Source: Federal Emergency Management Agency (FEMA) . This database will be updated by us as new data becomes available for purchase. f10. Historic Sites- National Register of Historical Places Database. The nation' s official list of cultural resources worthy of preservation. Properties listed include districts, sites, buildings, structures, and objects that are significant- in American history, architecture, archeology, engineering, and culture. Source: National Park Service. Updated yearly. ' 11. Wetlands - U.S. Fish and Wildlife Service produces information I .� on the characteristics, extent, and status of the Nation's wetlands and deepwater habitats. This data is available for select areas of the United States. 'll Source: U.S. Fish and Wildlife Service, National Wetlands Inventory. This database will be updated by us as new data becomes available for purchase. 12. Land Use - Federal Land data includes information from the following government agencies including Bureau of Indian Affairs Bureau of Reclamation Bureau of Land a d Management, Department of Defense, Forest Service, Fish and Wildlife Service, National Park Service, and the Tennessee Valley Authority. This database also contains data regarding wild and scenic rivers. Source: USGS. Updated periodically. a iEnvironmental FirstSearch Federal Databases and Sources 1. NPL: National Priority List. The EPA's list of confirmed or proposed Superfund sites. Source: Environmental Protection Agency. Updated quarterly. 2. CERCLIS: Comprehensive Environmental Response Compensation and .� Liability Information System. The EPA's database of current and potential Superfund sites currently or previously under investigation. Source: Environmental Protection Agency. Updated quarterly. 3. RCRIS: Resource Conservation and Recovery Information System. The EPA's database of registered hazardous waste generators and treatment, storage and disposal facilities. Included are RAATS (RCRA Administrative Action Tracking System) and CMEL (Compliance Monitoring & Enforcement List) . Source: Environmental Protection Agency. Updated quarterly. 4. ERNS: Emergency Response Notification System. The EPA's database of emergency response actions. Source: Environmental Protection Agency. Updated quarterly. 5. NPDES: National Pollution Disc harge Elimination System. The EPA's database of all permitted facilities receiving and discharging effluents. Source: Environmental Protection Agency. Updated semi-annually. 6. FINDS: The Facility Index System. The EPA's Index of identification numbers associated with a property or facility which the EPA has investigated or has been made aware of in conjunction with various regulatory programs. Each record indicates the EPA office that may have files on the site or facility. Source: Environmental Protection Agency. Updated semi-annually. 7. IRIS: Toxic Release Inventory System. The EPA's database of all facilities that have had or may be prone to toxic material releases. Source: Environmental Protection Agency. Updated semi-annually. 8. ACEC: Areas of Critical Environmental Concern. This database contains contact information for threatened and endangered Environmental FirstSearch e .25 Mile Radius ASTM Map: RCRAGEN, ERNS, UST AIRPORT ROAD, HYANNIS MA 02601 tt a� i Capetown Shopping Center Source: 1999 U.S.Census TIGER Files Target Site(Latitude:41.673337 Ungitude:-70.292624)........ Identified Site,Multiple Sites,Receptor............................ NPL,Solid Waste Landfill(S WL)or Hazardous Waste............................. Railroads.................................................................................................... Black Rings Repteseut 1/4 Mile Radii; Red Rin.-Represents 500 ft.RadiM Environmental FirstSearch �. iie .5 Mile Radius Eu"ilum6m ASTM Map: CERCLIS, RCRATSD, SPILLS90, SWL d AIRPORT ROAD, HYANNIS MA 02601 Smai Pon Israel Flintrock Pond Up G P C x PI-a Spay 6 Center - 7 Capetown 6 - 2 Cape cod Mall one enter i 1 Source.1999 U.S.Census TIGER Files Tarpt Site(Latitude:41.673337 Longitude:-70.292624)........ Identified Site,Multiple Sites,Receptor............................ ® i NPL,Solid Waste Landfill(SWL)or Hazardous Waste............................. Railroads.............................................................................. 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Railroads.................................................................................................... Black Rings Represent 1/4 Mile Radii; Red Ring Represcnts 5o0 ti.Raclius 1 1 1 1 f 1 1 1 TOWN OF BARNSTABLE COMPL/ANCE: CLASS: 1.Marine,Gas Stations,Repair O satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANYl � � � �d5 (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS P�/.e- Class: 7.Miscellaneous 2 tea- QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR SUndergroundMATER YAW. IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel (A) Diesel,Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply O Town Sewer OPublic - 4 O On-site OPrivate r � 3. Indoor Floor Drains YES NO 077 O Holding tank:MDC_ O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter ProductName of Hauler Destination Waste �� 1. 2. '7 Person s) Interviewed Inspector Date TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH O satisfactory g.Printers y Shops unsatisfactory- 4.Manufacturers COMPANY ,Q abWA1 &'40 �r= It,; 2. 1 (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS w���R C A. �(;1835: 7.Miscellaneous es QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALSCase lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: i v(Alp 64,) 7-s' I-S T � Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: r��® h DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage, 2. Water Supply del^I we .t&.*&+1 in �4� i�r$ ' jel�� IJ �;�i p ,;Vie O Town Sewer OPublic •,f/0 c a., C&r_j O On-site OPrivate w 3. Indoor Floor Drains YES NO O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES N0_X_ ORDE S: /q O Holding tank:MDC re --ei�, tl/ Gc.ylE'v a j O Catch basin/Dry well IT4 ° O On-site system r r 5.Waste Transporter Name of Hauler Destination Waste Product , YES NO 1. 2. Person (s) Interviewed Inspect,6r D to _. F-Y....� ,r.s..�w:.--i—.,.a .=,-'+.,.-C.` �...:TYY+4Y' ij,3a.,•.` „r _-,,,f �8 . •-1_.�r '"•\,....-r-/^�-^ --'�'•ti.^^- `-�w�wa•--....,-.y.-,..v�,,...'L.,,..�'�''7.w-�-�--,.... �-�.-'l.r+i -.,- --��"'.y..�Y+:�" c, l s.' 1 \ ` 1 '' \q� f Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F.Weld Governor Trudy Coxe Secretary,EOEA Thomas B. Powers Ailing Commissimer June 15, 1994 Ray Blackburn Auto Salvage RE: BARNSTABLE--WSC/SA-4-1081 Airport Road Ray Blackburn Auto Hyannis, Massachusetts 02601 Salvage, Airport Road LOCATION TO BE INVESTIGATED, TRANSITION M.G.L. Chapter_21E and 310 CMR 40. 0000 Gentlemen: The Massachusetts Department of Environmental Protection (DEP) has redesigned the Waste Site Cleanup Program. The revised Massachusetts Contingency Plan ("MCP") and related fee regulations (310 CMR 4.00) became effective on October 1, 1993. This letter is being sent to you regarding the above- referenced Location to be Investigated which is listed on DEP's August 1993 Transition List of Confirmed Disposal Sites and Locations to Be Investigated, or Addendum thereto. You (as used in this letter "you" refers to the Ray Blackburn Auto Salvage) have been previously identified as a "Potential Responsible Party" (PRP) for the above-referenced Location with liability under MGL c.21E §5. NECESSARY RESPONSE ACTIONS AND APPLICABLE DEADLINES This Location shall not be deemed to have had all the necessary. and required response actions taken for it unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c. 21E and the MCP. The enclosed MCP Transition Fact Sheet #2 explains the requirements for Locations to be Investigated. The new MCP offers two viable options with deadlines for a responsible party to submit to the Department the necessary submittals. However, because this Location is within an approved zone II for public water supply wells, the Department requests that the required information be submitted to the Department no later than November 21, 1994. 20 Riverside Drive 0 Lakeville,Massachusetts 02347 a FAX(508)947-6557 0 Telephone (508) 946-2700 -2- In addition, the .MCP requires persons undertaking response actions to perform Immediate Response Actions in response to sudden releases, Imminent Hazards -and Conditions of Substantial Release Migration. Such persons must continue to 'evaluate the need for Immediate Response Actions and notify the Department immediately if such a need exists. .We recognize that there may be difficulties and confusion during the transition of existing sites from the 1988 MCP to the new MCP. The new MCP, however, offers many incentives and opportunities for streamlined, timely, and efficient cleanups. It is the Department's intent to provide you with as smooth a transition as possible. Please be aware that failure to comply with any provisions of the revised MCP may result in the Department taking enforcement action against you. Should you have any questions about this letter, or to inform the Department whether you intend to comply with the Department's requirements, please contact Maria Pinaud or Jonathan Hobill at (508) 946-2862 or at the above address. Very truly yours, Gregg Hunt, Acting Regional Engineer for Waste Site Cleanup H/MP/rr Attachment: The 1993 MCP Transition Fact Sheet #2 Fact sheet on LSPs CERTIFIED MAIL #P337 626 822 RETURN RECEIPT REQUESTED. cc: 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: Warren Rutherford Town Manager DEP - SERO ATTN: Mark Jablonski DEP - SERO - Data Entry � 071 (/7no DANIEL S.GREENBAUM ) Commissioner L 'f GILBERT T.JOLY Regional Director i May 3, 1991 Ray Blackburnutossplrmvy�e RE: BARNSTABLE--WSC-4-1081 Airport Road Ray Blackburn Auto Hyannis, Massachusetts 02601 Salvage, Airport Road, LOCATION TO BE INVESTIGATED, Request For PA/Phase I Report, M.G.L. , Ch. 21E and 310 CMR 40. 000 Gentlemen: The Department of Environmental Protection, Bureau of Waste Site Cleanup, (the "Department") , has determined that the property occupied by the Ray Blackburn Auto Salvage located on Airport Road, Hyannis, Massachusetts, (the "Location") , is a Location To Be Investigated (LTBI) as a possible disposal site within the meaning of M.G.L: Chapter 21E and the Massachusetts Contingency Plan, (MCP) , 310 CMR 40. 000. Based upon avairable information, the Department considers this location reasonably likely to be a disposal site. Because this location has been identified as an LTBI, it will be included on the list of "Locations and Disposal Sites" published by the Department. The Department is investigating the source(s) of contamination affecting the water quality at several public water supply wells for the Hyannis area. As part of this investigation; the Barnstable Municipal Airport installed observations wells at the airport property. Ground water contamination with volatile organic compounds was detected in wells downgradient from the Location. The assessment and cleanup of disposal sites areas where oil or hazardous materials have been released or come to be located, is governed by M.G.L. , Ch. 21E, and by 310 CMR 40. 000, the MCP. The information currently available is insufficient to allow the Department to confirm the Location as a disposal site. In order to make this determination, the Department requests that you (as used in this letter you refers to the Ray Blackburn Auto Recycled Paper 1 4 -2- Salvage) , as a party potentially liable for the release, take the steps outlined below: 1. Provide the Department with a written response within fourteen (14) days of your receipt of this letter, indicating whether you intend to take the necessary actions. 2 . Contract with a consultant knowledgeable in hazardous waste site assessment and .abatement to conduct the following work in accordance with the MCP: a. Complete and submit, within forty-five (45) days of receipt of this letter, a Preliminary Assessment Report (copy enclosed) meeting the requirements of 40.541 of the MCP. r� A b. Complete the Phase I-Limited Site Investigation and Report as outlined in 40.543 of the MCP. All items must be addressed. Note that in order to determine the source and extent of contamination, observation wells (deep and shallow) need to be installed. To determine the depth of the wells and the length/location of the screen, split spoon samples should be taken continuously to be tested for the presence of VOCs utilizing a field gas chromatograph or similar instrument. The Phase I Report shall include, at a minimum, the following: 1. Boring logs, well construction specifications, a description of the drilling method; 2 . A listing of all chemicals (generic names) and quantities used, stored and disposed of at the Location; 3 . Maps drawn to scale showing the location of the observation wells, catch basins, utility lines, septic system, dry wells, floor drains; 4 . A current ground water and contaminant plume contour map; and 5. Results of laboratory and field testing data. Ground water from all wells should be sampled and analyzed for VOCs utilizing EPA Method 624 . In addition, the sampling plan should include the chemicals listed in item 2 for soil and ground water samples. All laboratory data must t -3- comply with the Department's "Minimum Standards for Analytical Data for Remedial Response Actions Under M.G.L. , Ch. 21E, Policy #WSC-89-004" (copy enclosed) . C. Complete the Interim Site Classification Form (copy enclosed) in accordance with 40. 544 of the MCP. The Phase I Report documenting all Phase I activities shall be prepared and submitted, in conjunction with the Interim Site Classification Form, to the Department within 90 days of receipt of this letter. d. The consultant shall also evaluate.-the need for a Short Term Measure (STM) as defined in 40. 542 of the MCP. If at any time an imminent hazard is discovered at the Location, you must immediately notify the Department and submit a proposal for a STM. This evaluation shall continue throughout the assessment process for the location. Depending on the information generated by the above work, the Department may require additional investigations, studies and actions. You should be aware that if the Department performs the required assessment activities, you may be held liable for of the costs the Department has incurred. If the LTBI is confirmed as a disposal site, you may be. named as a party liable for up to three (3) times the Department' s response action costs. The Department may also assess interest on the costs it has incurred to date atthe rate of twelve percent (12%) , compounded annually. You may also be liable for damages from the impairment of natural resources and for any liability imposed under M.G.L. Ch. 21E, Section 11 and other laws for each violation of Ch. 21E and other laws, or under M.G.L. Ch. 21A, Section 16, for violations of Ch. 21E and other statues, regulations, orders, or approvals. If you perform the required response actions, the Department will not seek to recover the costs it incurs in reviewing the preliminary assessment, phase I limited site investigation report and the disposal site classification form that you submit to the Department. -4- Should you have an questions re ardin this Notice, please Y Y q g g contact Maria Pinaud at (508) 946-2869. In any correspondence to this office, please refer to case WSC/SA 4-1081. The Department looks forward to your cooperation in this matter. Very truly yours, Mark J./Begley" Chief Waste Site Cleanup Section B/MP/rr Enclosures CERTIFIED MAIL #P840 475 585 RETURN RECEIPT REQUESTED cc: DEP - BWSC - Boston DEP - SERO - Data Entry Town of Barnstable Town Hall Hyannis, MA 02601 ATTN: Warren Rutherford Town Manager Hazardous Waste Coordinator P.O. Box 534 Hyannis, Massachusetts 02601 - ATTN: Tom McKean , DEP - Division of Water Supply - SERO ATTN: Larry Dayian Barnstable Fire District P.O. Box 546 Phinney' s Lane Barnstable, MA 02630 Barnstable Water Company P.O Box 326 Hyannis, Massachusetts 02601 ATTN: George Wadsworth