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Home My WebLink About0201 YARMOUTH ROAD - Health . 201 Yarmouth Rd 3287137 KAM Appliance i u G �do It o a 5I 'F o a 9 a y I' I, x . Willow Street ,, 19 0? o 100' 12' ---- 36' 17' 32' WQt�e � 48' a 1 K41 ) KAM Floor Plan 1" = 20' v V Page 1 -- 36' 19'- 6" T- 0" 01 KAM Showroom Plan 1/411= V- 91 Page 2 } TOWN OF BA.RNSTABLE Poo L6CATION1 c4c� a A'q/ SEWAGE # �5"6 VILLAGE ASSESSOR'S MAP & LOT:3,0t f IV INSTALLER'S NAME&PHONE N6'� . SEPTIC TANK CAPACITY LEACHING FACILITY: (ty ) cyy, size) ` 7 3>c /3( ,tc>,1 NO. OF BEDROOMS BUILDER OR OWNER rr, 11 PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet. Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by -_G a No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS Application for Migoof *p!tem CConelruction i3ermit Application for a Permit to Construct( , )Repair(Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. CR'O 1 g4ZM O UT Owner's Name,Address and Tel.No. 14fQN1tIr., 111AA W4 nY'li rRMIE Assessor's Map/Parcel t MOR-Us is 13-:k �3B Instal e,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Cz7n.cr1oL9_6MN Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder A/A Other Type of Building tSe,re No.of Persons Slravvef'S-�- ) C�aEcterin-�—) Other Fixtures Gk o r-,�5 f ry Design Flow gallons per day. Calculated daily flow "1 '"►°O gallons. Plan Date ( � Number of sheets Revision Date Title �rt� r� �ir� o cts.x `��S mac.` Zs SA . Size of Septic Tank A x,. o ;t IbuC cg:!,-'yokType of S.A.S. IT M, If i Description of Soil! t— C�1�C' Nature of Repairs or Alterations(Answer when applicable) G,�_ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate f Compliance has Wlhe of e 9 �� O � Sig Date pplication Approved b Date Application Disapprovelowing reaso Permit No. L Date Issued No. M—'t ! Fee THE_ COMMONWEALTH OF MASSACHUSETTS Entered in computer: ti Yes PUBLIC HEALTH-DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for- oigogat *pgtem Construction Permit Application fora permit toSConstruct( )Repair�,X Co Upgrade( )Abandon( ) mplete System ❑Individual Components Location Address or Lot No. c UTq Owner's Name,Address and TeJ.•No..- t+YartN► tnq KRMPtMt Assessor's Map/Parcel t Installer�N Address,and Tel.No. Designer's Name,Address and Tel.No } �� , 5N w� 4nutcrmtv�zn 5�145. ZNC: d-Y � �.o.6oX coa-� , �� I�mo�n, �A 5 39-99(4 o3t:5 Type of Building: �'vK,c.-Qrctia� Dwelling No.of Bedrooms Lot Size 3c0 sq.ft. Garbage Grinder W/P. Other Type of Building r4td,o No. of Persons S o e " ) Cafeteria-(— Other Fixtures Design IFlow- - q C'-�,r-N gallons per day. Calculated daily flow ct O gallons. Plan" Date 7-"�OS Number of sheets 4' ( Revision Date a Title mc-x�Sr�rli�nS�,Cncs� �aX,�P ��S�cA� Sc�S�n. Size of Septic Tank 12 06 N �c�lc Type of S.A.S. _�Tre�c�lc 1�,'X 40'x d' Description of Soil $'0C C%a\ ChCtr\\01� Nature of Repairs or Alterations(Answer when applicable) Q r''.Ito Q\an. Date last inspected: Agreement: . The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been-'i'ssued,by-thi-s-Blear of t1th. — 'A'�+ Signe *thee, Date 9" /�� G` pplication Approved byf O Date 0 Application Disapproved owi�ing reaso - r 49 Permit No. Date Issued a , t ` THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certif irate of Complianre THIS I, TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( Abandoned( )by at r 1`" ' " N�r r a ha b en constructed in accordance with the provi_axs ^f Title 5 an the for Disposal System Construction Permit o dated Installer �'— Designer The issuance of this pen-nit shall got be construed as a guarantee that the stem i u c ion a designed Date Inspector No. ! Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS ligponl *p5tem tonztrurtion Permit T Permission is hereby granted to Construct( )Repair( )Upgrade( band ( ) -. System located at 1 (w J� o l4 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to, comply with Title 5 and the following local provisions or special conditions. Provided: Con tructio must be completed within three years of the date of thi Vr1mi Date: l / Approved bye 03/1.1/2016 0:1 : 18. FAX a 001/001 Town of Barnsfable Regulatory Services _ � I Thomas F.Geiler,Director ` • Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 5MS62-4644 Fax: 508-790-6304 Installer & Desi ee Certification Form Date: la OJ`r i Designer: Shay Environmental Services,Inc. Installer:. `' C I Address: P.O. Box 627 Address: East Falmouth, MA 02536 yClc�nQi M on d 5 was issued a permit toinstall a ( at } (installer) septic system at �1 _ q\Jn •, (X)rL L based on a design drawn by (address) j Shay Environmental Services, Inc. dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. i CgRMFJd� �t S E. SHAY N NO.9181 .. ¢131ST� i Nf TAM (Designer's Signature A x D - i tainp Iere i PLEASE RETURN TO BARNSTYEPUBLIC REALTH DIMS)[( CERTIFICATE OF CONTL WILL NOT BE ISSUED UNTIL BOTH THIS F RM AND AS- BUM CARD ARE REC LV_ED B'Y THE BARNSTABLE PUBLIC.HE .T ID XO ', THANK YOU, Q;HcaJLVSepdd0c31gncr Ce d fleation Form r i Appliances & Home Electronics KEVIN GRALTON 201 Yarmouth Rd., Hyannis, MA 02601 1344 Washington Street, Hanover,MA 02339 800-649-2221"Ext. 120•Fax:508-771-2365 kevin@appliancemart.com 4 i Kr Y Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS .. DBA: KAM Appliance Fax: — Corp Name: Mailing Address _.. _ Location: !201 Yarmouth Rd.Hyannis Street: _. ................ .......... ..... . _._. mappar: '328-137- - City: Contact: State: Ma Telephone: Zip: 00000 Emergency: Person Interviewed: Business Contact Letter Date: ........... ... .... ...... . ..._....... Category: Inventory Site Visit Date: ......... ......... Type: Follow Up/Inspection Date: ........_ ❑ public water ❑ indoor floor drains ❑ 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: ............_.._.........._... _... 4/6/05 alp no hazardous materials on site.All returned products that compliance: may contain haz mat are stored in sagamore beach. Satisfactory 'i y 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 _... __... .._..__._.... .................................. ....... .. ................_........ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMrNTAL. DEPARTMENT OF ENVIRONMENTALI 8 SOUTHEAST REGIONAL OFFICE WILLIAM F. WELD 2 RUDSecetaXE Governor ryARGEO PAUL CELLUCCI �yA�psT�(19`9T D B Commissioner Lt. Governor D J F N DC( 1 July 22 , 1997 Mr. John Gralton RE: BARNSTABLE--WSC/SMP/RTN-4-0852 KAM Appliance Former Cotton Pick'n Tees 201 Old Yarmouth Road 201 Old Yarmouth Road Hyannis, Massachusetts 02601 DOWNGRADIENT PROPERTY STATUS M.G.L. c . 21E and MCP, 310 CMR 40 . 0000 Dear Mr. Gralton: On' April . 7, 1997, the Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) , received a report titled "Unit' 3 Group, Barnstable Aquifer Protection Project, Phase II - Comprehensive Site Assessment Report" (the Phase II Report) dated March 24 , 1997, prepared by SEA Consultants, Incorporated. The Phase II Report was accompanied by BWSC Form-104 titled "Response Action Outcome (RAO) Statement & Downgradient Property Status Transmittal" prepared on your behalf by William J. Mallio, the Licensed Site Professional of record for the property located at 201 Old Yarmouth Road (the site) The Phase II Report indicated that process waste (i . e . , spent inks, paints, solvents and thinners) associated with the Former Cotton Pick' n Tees screening process was discharged to the on-site septic system located west of the building and a dry well . The process waste contained heavy metals, aldehydes, phthalates and corrosive and organic solvents . The Report also indicated that groundwater flow is east/northeast toward the Maher Municipal Wellfield and petroleum compounds (i .e . , benzene, toluene, ethylbenzene, xylene, total petroleum hydrocarbons, and ethylene ,. dibromide) were the only constituents identified in the monitoring wells located upgradient and at the site . In addition, the Report indicated that a release of oil occurred at a Sunoco Service Station (formerly known as -the . Charter Service Station) , an Exxon Service Station (formerly the BP Station) and Nelson Coal and Oil Company are located west of .and hydrogeologically upgradient of the site on Iyanough Road. 20 Riverside Drive 0 Lakeville, Massachusetts 02347 • FAX(508) 947-6557 0 Telephone` (508) 946-2700 -2- Based on the information specified above, the Licensed Site Professional (LSP) of record for the site, Mr. William J. Mallio, provided an opinion that the presence of petroleum products in the groundwater beneath the property located at 201 Old Yarmouth Road resulted from a release from upgradient sources . The Department reviewed the Phase II Report and concurs with this opinion. The Downgradient Property Status shall be limited to the release of petroleum products described herein and to the KAM Appliance property boundary. Please be advised, that the Downgradient Property Status for this site shall terminate if : 1 . new information becomes available which indicates that the criteria in 310 CMR 40 . 0183 (2) are no longer met; 2 . the person providing the Downgradient Property Status Submittal fails to meet the requirements specified in 310 CMR 40 . 0185 for maintaining such status; 3 . the person providing the Downgradient Property Status Submittal notifies the Department in writing that such person intends to perform Comprehensive Response Actions in accordance with 310 CMR ,40 . 0800 ; 4 . the Department establishes Interim Deadlines in accordance with 310 CMR 40 . 0167 and/or issues an order requiring the performance of response actions pursuant to Massachusetts General Law c . 21E, Section 9 or 10 . Should you have questions regarding this letter, please contact Laura Stanley at the letterhead address or at (508) 946-2880 . The Department appreciates your anticipated cooperation in this matter. Very truly yours, Gerard M.R. Martin,- Acting Chief Site Management & Permit Section M\LAS\cb CERTIFIED MAIL NO. P 256 385 792 RETURN RECEIPT REQUESTED cc : Barnstable Board of Health P.O. Box 534 Hyannis, Massachusetts 02601 ATTN: Tom McKearn, Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 ATTN: Warren Rutherford, Town Manager ti -3- cc : Barnstable Water Company 47 Old Yarmouth Road Hyannis, Massachusetts 02601 ATTN: George Wadsworth, President Barnstable Municipal Airport Boardman-Polando Field 480 Barnstable Road, 2nd floor Hyannis, Massachusetts 02601 ATTN: Benjamin C. Jones, Airport Manager SEA Consultants, Incorporated 485 Massachusetts Avenue Cambridge, Massachusetts 02.139-4018 ATTN: William J. Mallio, LSP Volta Oil Company, Incorporated 140 Samoset Street, Route 44 P.O. Box 1040 Plymouth, Massachusetts 02362 ATTN: Bruce Garrett Hubbard Oil Company, Incorporated P.O. Box 10 Hyannis, Massachusetts 02601 ATTN: Mr. Fred Fournier Nelson Coal and Oil, Company 180 Iyanough Road Hyannis, Massachusetts 02601 . ATTN: P. Gordon Nelson, Jr. Citizens Bank of Massachusetts P.O. Box 960 Hyannis, Massachusetts 02601 ATTN: Laurie Warren DEP-SERO ATTN: Andrea Papadopoulos, Deputy Regional Director Data Entry May 29, 1997 SEE S E A Consultants Inc. Science/Engineering/Architecture Mr. Thomas McKean Health Director Town of Barnstable 307 Main Street Hyannis,Massachusetts 02601 Re: Filing of Downgradient Property Status Document with Massachusetts Department of Environmental Protection for KAM Appliance 201 Yarmouth Road Hyannis Massachusetts 02601 S E A Ref.No. 95230.09 Dear Mr. McKean: This letter is to inform you that a Downgradient Property Status Submittal has been made to the Massachusetts Department of Environmental Protection (DEP), Bureau of Waste Site Cleanup, 20 Riverside Drive, Lakeville Massachusetts 02347 for the property located at 201 Yarmouth Road in Hyannis, Massachusetts, Release Tracking No. 4-0852, now operating as KAM Appliance. This submittal may be reviewed by contacting DEP at the above address. A copy of the submittal may be obtained for review by contacting the property owner, Mr. John Gralton, at the location referenced above. This notification is being sent to you per 310 CMR 40:1403(3)(g).r Very truly yours, S E A CONSULTANTS INC. William J. Mallio,Ph.D.,LSP,P.G. 485 Massachusetts Avenue Project Manager Cambridge, MA 02139-4018 (617)497-7800 WJM:srd\letters\unit3grp\KAMdps3.doc FAX(617)497-7709 Email cambridge@seacon.com cc: Mr. John Gralton,KAM Appliance • Ms:Laura Stanley,Massachusetts DEP-SERO Rocky Hill, CT Rochester, NY , Concord, NH Web site http://www.seacon.com E n DANIEL S.GREENBAUM Commissioner f GILBERT T.JOLY Regional Director ,x.- , 1 February 5, 1991 Cape Cod Bank & Trust RE: BARNSTABLE--Hazardous Waste Post Office Box 700 Cotton Pickin' T' s 307 Main Street 201 Yarmouth Road Hyannis, Massachusetts 02601 Notice of Inspection 310 CMR 30. 000 Site ID#MAV000007814 ATTENTION: Mr. David Greenman Status: Very. Small Vice President Quantity Generator The Department of Environmental Protection, on January 4 , 1991, conducted a follow-up inspection of the property located at 201 Yarmouth Road, Hyannis, Massachusetts, formerly operated by Cotton Pickin' T' s. The purpose of the inspection was to verify that as custodian of the property, Cape Cod Bank and Trust has complied with the deficiencies outlined in the Department' s two (2) "Notices of Noncompliance" dated May 7 and July 10, 1990, relative to the Massachusetts Hazardous Waste Regulations as contained in 310 CMR 30. 000. At the time of the follow-up inspection a one gallon container of photochemical waste remained on site. On January 24 , 1991, a copy of manifest MAF031235 was received by this office indicating that the remaining one gallon of photochemical waste had been shipped off site on January 7, 1991. The follow-up inspection, in conjunction with manifest MAF031235 confirmed that all hazardous waste has. been properly` removed from the property. As a result of this corrective action and in view of your current operational status, the Department has determined that Cape Cod Bank and Trust has complied with the two Notices of Noncompliance issued on May 7 and July 10, 1990. f Recycled Paper f _.7 -2- Should you have any questions relative to hazardous waste management at your company, please contact Thomas Cushing of this office at (5.08) 946-2824 . Very truly yours, Gerald A. Monte, Chie:C'y / RCRA Section M/TC/re cc: Board of Health Town Hall 367 Main St. Barnstable, MA 02601 DEP -. BWP ATTN: Compliance 1 a f� r-y� rh,> lip June 18, 1991 Andrea L Dogon. TGG Environmental Incorporated 100 Crescent Road Needham, MA 02194 Dear Ms. Dogon: The Town of Barnstable Health records were reviewed by Edward Barry, Health Inspector, and the following information is noted for the indicated properties: a. 201 Yarmouth Road, Hyannis, Ma. , Assessor's Map 328, Parcel 137, formerly Cotton Picking T's - is listed as a priority site by DEP where oil and hazardous materials discharge in with the wastewater from the silk screen process into the septic system and into a dry well on property. The property is now owned by Cape Cod Bank and Trust. b. 180 Iyanough Road (Rte. 28) Hyannis, Ma. , Assessor's Map 328, Parcel 131, 1.2 - is the main office of the Nelson Coal and Oil Company. The Barnstable Water Company of Hyannis, has three wells (entitled the Maher Wells) located one-half mile east of this property which were found to be contaminated with volatile organic compounds. Test wells in the vicinity of Nelson Coal and Oil Company showed same contamination and became a potential Responsible Party (PRP) . This site is now considered a priority site in Phase I of the Massachusetts Contigency Plan. In addition in 1990, there was an overfill of #2 fuel while filling one of the three 10,000 gallon above ground tanks. The spill was about 50 gallons and was contained in one bay of the cement enclosure below the three tanks. About four (4) cubic yards of contaminated soil was removed from site. c. 156 Rte. 28 (Iyanough Road) Hyannis, Ma. Assessor's Map 328 Parcel 151.57A - is the Mobil Gas Station. As of this date, this location is considered by DEP as priority petroleum release site in Phase I of the Massachusetts Contingency Plan. d. Brooks Road, Hyannis, Ma. , Assessor's Map 328, Parcel 125,76A - is an unclassified site for a petroleum release in Phase I of the Massachusetts Contingency Plan. e. 287 Iyanough Road, (Rte. 28) Assessor's Map 328, parcel 210 - is the site of the former Remada Inn and the Sand Dollar. The Health Department has no records of any hazardous waste spills at this site. Yours Truly, Thomas A. McKean Director of Public Health TOWN OF BARNSTABLE EB/bcs r i 97e Commonwea" 'l/^� JAU""&_t& C ol&nv Daniel S. Greenbaum tf&&6� Commissioner 0 84 437 Gilbert T. Joly Regional Director •- � May 7, 1990 Cotton Pick-in' T's RE: BARNSTABLE--Hazardous Waste 201 Yarmouth Road Site ID# MAV000007814 Hyannis, MA 02061-2098 Small Quantity Generator ATTENTION: Paul Kudarauskas, President NOTICE OF NONCOMPLIANCE THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES. Department personnel have observed that on April 4 , 1990, activity occurred at 201 Yarmouth Road, Hyannis, Massachusetts, in noncompliance with one or more laws, regulations, orders, licenses, permits or approvals enforced by the Department. The purpose of this inspection was to determine the status of your facility relative to compliance with the Massachusetts Hazardous Waste Regulations as contained in 310 CMR 3 . 000 which were adopted under the provisions of Section 4, 6 and 9 of Chapter 21C of the Massachusetts General Laws as applicable. Attached hereto 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. If you fail to take any action the Department now wants you to take by the prescribed deadline, or if you otherwise fail to remain in compliance in the future with requirements applicable to you, you could be subject to legal action, including but not limited to, criminal prosecution, court imposed civil penalties or civil administrative penalties assessed for every day from now on Original Printed on Recycled Paper -2- that you are in noncompliance with the requirements referred to above. Very truly yours, 4- -der'-ffld A. Monte, Chie RCRA Section M/SS/re Enclosure CERTIFIED MAIL #P965 994 428 RETURN RECEIPT REQUESTED cc: DEP - Compliance Section Boston DEP - BWSC ATTN: Mark Begley Board of Health Town Hall, 367 Main St. Barnstable, MA 02601 NOTICE OF NONCOMPLIANCE NONCOMPLIANCE SUMMARY NAME OF ENTITY IN NONCOMPLIANCE: Cotton Pickin' T's LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: 201 Yarmouth Road Hyannis, MA 02601-2098 DATE WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: April 4, 1990 DESCRIPTION OF NONCOMPLIANCE, REQUIREMENTS NOT COMPLIED WITH, ACTION TO BE TAKEN AND THE DEADLINE FOR TAKING SUCH ACTION: 1. The inspection revealed that you are a Small Quantity Generator (SQG) of hazardous waste but you have not notified the Department of such status nor obtained a site specific, permanent EPA identification number, in violation of 310 CMR 30.351(10) (c) which references 310 CMR 30. 303. An SGQ is one who generates greater than 100 kilograms (approximately 27 gallons) but less than 1000 kilograms (approximately 270 gallons) of hazardous waste in any calendar month. The Department acknowledges that you have submitted a registration form for status as .a Very Small Quantity Generator, but this status is not accurate. Therefore, you must immediately comply with the Regulations by notifying the Department of your status as a Small Quantity Generator and obtaining an EPA identification number. The notification shall be on the enclosed form, prescribed by the Department, which you must complete, sign and submit to the attention of Rosemary Healey, Department of Environmental Protection, Division of Hazardous Waste, 5th floor, 1 Winter Street, Boston MA 02108, (telephone 617 556-1023) . A copy of the completed form shall be submitted to the attention of Stephanie Syler of this Regional Office. You are advised that an SGQ may not accumulate greater than 2000 kilograms of hazardous waste nor store such waste on site for a period greater than 180 days. 2 . You are accumulating waste on site without having determined whether or not the waste is hazardous, in violation of 310 CMR 30. 351 (10) (b) which references 310 CMR 30. 302 . Said waste included, but is not necessarily limited to, two (2) drums of unidentified liquid material, located in the basement. Therefore, you must, within thirty (30) days of receipt of this Notice, identify the waste material observed in the drums -2- during the inspection and determine whether or not this waste and any other unidentified waste stored or accumulating on site is hazardous waste pursuant to the Regulations. 3 . You are accumulating hazardous waste on site in containers which are not properly labelled, in violation of 310 CMR. 30 (351) (8) (a) which references 310 CMR 30. 340 (1) (b) . Said waste includes, but is not necessarily limited to, seventeen (17) pails of photochemical wastes located in and adjacent to the dark room. Therefore, you must immediately clearly mark all containers of hazardous waste with the following: a. The words "Hazardous Waste"; b. The hazardous waste identified in words (i.e. , silver) ; C. The type of hazard associated with the waste (i.e. , toxic) ; d. The date when accumulation in each container begins. Furthermore, any other waste presently accumulating which has yet to be determined as hazardous, and all hazardous waste generated and accumulated in the future, must be in properly labelled containers. 4. You are accumulating hazardous waste in containers which are not covered, in violation of 310 CMR 30.351(8) (a) which references 310 CMR 30. 340(1) (a) and 30.685. Said containers included, but are not necessarily limited to, six (6) pails of photochemical waste. Therefore, you shall. immediately cover all containers of hazardous waste. Furthermore, any other waste presently accumulating which has yet to be determined as hazardous, and all hazardous waste generated and accumulated in the future, must be secured in containers which remain closed except when said waste is being added or removed. 5. You are accumulating hazardous waste in areas which are not properly designed or designated as hazardous waste storage areas, in violation of 310 CMR 30. 351(8) (b) which references 310 CMR 30.340( (1) (j) (k) . Therefore, you shall immediately establish a designated storage area for your hazardous waste which is distinguishable at all times from other areas (such as virgin product storage areas) . In addition, the area shall be posted at all times with a sign which includes the words "Hazardous Waste" in ., . 3- capital letters at least one inch high. Hereafter hazardous waste shall be stored only in such designated areas in compliance with the Regulations. In addition, Department personnel observed that you had greater than 100 pails of various inks accumulating on site which you have yet to determine as usable product or waste. Be advised that once you define which inks are usable in your process and which inks are considered waste which must be disposed of, you must further determine if the waste inks are hazardous waste pursuant to the Regulations. All such hazardous waste must then be managed in compliance with the Regulations for Small Quantity Generators. Furthermore, relative to the unpermitted discharge to a dry well, which was observed by Department personnel during , the inspection, you are advised that said discharge is being referred to the appropriate regulatory division within the Department. Relative to this Notice of Noncompliance the Department requires a written response, within fifteen (15) days of receipt hereof, indicating actions taken in order to achieve and maintain compliance with the regulations. Should you have any questions relative to this Notice, please contact Ms. Stephanie Syler at (508) 946-2817. DATE• 2 / 9 BY: s Gerald A. Monte, Chime RCRA Section f - , a Daniel S.Greenbaum Commissioner Gilbert T.Joly �p Regional Director i �z1 DEQE yApril 9, 19 0 %=i3� ad� �fidd®� � �;,�O1Vt�9E��Ta�d. �OT�CTION Cotton Pickin T' s RE: BARNSTABLE--WSC-4-0852 201 Yarmouth Road Cotton Pickin T's Hyannis, Massachusetts 02601 201 Yarmouth Road NOTICE OF RESPONSIBILITY ATTENTION: Paul Kudarauskas PRIORITY DISPOSAL SITE Owner Request for PA/Phase I Report, M.G.L. , Chapter 21E and 310 CMR 40. 000 Gentlemen: This letter concerns the existence of volatile organic compounds (VOCs) in the environment surrounding the Cotton Pickin T's facility located at 201 Yarmouth Road, Hyannis, Massachusetts, (hereafter, the site) . The Department of Environmental Protection, Bureau of Waste Site Cleanup (hereafter, the Department) , has determined that the site is a priority disposal site for oil and hazardous materials within the meaning of the "Massachusetts Oil and Hazardous Material Release Prevention and Response Act" (M.G.L. , c21E) . The site is located within the zone II (approximately 600 ' upgradient) of the public water supply well field known as Maher Wells 1,2 and 3 , owned by the Barnstable Water Company. The Department is investigating the sources) of contamination affecting the water quality at the water supply wells. On April 4, 1990, Department personnel conducted an inspection of the site. At that time, discharges of waste water from the silkscreen process to the septic system and a dry well on site were documented. Information regarding conditions at the site prepared and submitted on your behalf by K.V. Associates, Inc. 'to the Department include the following: - "Site Report Relative to Hazardous Material", February 1988 . - "Supplemental Work Relative to a Site Report on Hazardous Material" , March 1988. Original Printed on Recycled Paper y �4 -2- 'n to the reports, analyses of round water in Accords g p Y g observation wells installed at the site confirm the presence of VOCs. 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. , Chapter 21E, and by 310 CMR 40. 000, the Massachusetts Contingency Plan (hereafter, the MCP) . Based upon the available information, the Department has reason to believe that you are a potentially responsible party (PRP) with liability under M.G.L. , c. 21E, Section 5. Section 5 makes the following parties liable to the Commonwealth: current and past owners and/or operators of a site; any person who arranged for or transported, stored, disposed of or treated hazardous materials to or at the site; or any person who in any way caused the release or threat of release of oil or hazardous materials. The nature of this liability is joint and several and without regard to fault. The Department is authorized pursuant to M.G.L. , c. 21E, Sections 3A (j) and 4 to take such response actions at the site as it deems necessary should you fail to respond to these releases in an appropriate and timely manner. Any response actions taken by the Department will be dictated by the individual characteristics of the site and by the time lines set out in M.G.L. , c. 21E, Section 3A and the MCP. The Department encourages potentially responsible parties to take response actions to assess and cleanup contamination at sites. By taking the response actions you make it unnecessary for the Department to have its contractor perform the work. If you do not take the necessary response actions the Department is authorized by M.G.L. c. 21E sections 3A(j) and 4 to have the work performed by its contractor and recover up to three (3) times its costs from you. Regardless of who performs the necessary work at the site, you may be liable for all the Department's response action costs. Response action costs include the cost of direct hours for work performed by Department employees in overseeing or arranging for response actions, any expenses incurred by the Department in support of those direct hours, as well as payments to the Department's contractors (for more details see the cost recovery regulations at 310 CMR 40. 600 et sea. ) . In addition to your liability for up to three (3) times the response action costs incurred by the Department, you may also be liable for damages for loss of natural resources, and interest on the total outstanding liability at the rate of 12% compounded annually. To guarantee payment of this debt the Department may -3- place a lien on all of your property within the Commonwealth. To recover the debt the Department may foreclose on the lien or the Attorney General may bring a court action against you. As a party potentially liable for releases at the site, the Department requires that you take the steps outlined below: 1. Provide the Department with a written response within fourteen (14) days of your receipt of this Notice, 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 Notice, 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 at the site, additional observation wells (deep and shallow) need to be installed in the area downgradient of the on site septic system and dry well. 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 site; 3 . Maps drawn to scale showing the location of the observation wells, catch basins, utility lines, septic system, dry well, floor drains and associated piping; 4. A current ground water and contaminant plume contour map; and, -4- 5. Characterization of the contents of the septic system and the dry well by sampling and testing for the chemicals listed under item 2 above; and, 6. Results of laboratory and field testing data. Ground water from all wells (existing and new) w 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 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. Because the site is located within the zone II of public water supply wells and contamination was found in ground water at the site, the site has been classified as a priority disposal site, in accordance with 310 CMR 40.544 (2)-(c) . However, due to the lack of sufficient information available to the Department, the remaining criteria have to be addressed. 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 Notice; and, 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 site, you must immediately notify the Department and submit a proposal for a STM. This evaluation shall continue throughout the assessment process for the site. Depending on the information generated by the above work, the Department may require additional investigations, studies and actions. Be advised that the site has been placed on the Massachusetts Hazardous Waste Site List in accordance with M.G.L. , C. 21E, Section 3A, resulting in the tracking of the progress of this site by the Department. Should you have any questions regarding this Notice, please contact Maria Ramirez at (508) 946-2869. In any correspondence to this office, please refer to case WSC/SA 4-0852 . -5- The Department looks forward to your cooperation in the assessment of the site. Very truly yours, Mark J. 4egle ';' C 'ef Waste Site Clean p Section B/MR/lm Enclosures CERTIFIED MAIL JP707 024 567 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 Town Hall Hyannis, Massachusetts 02601 Barnstable Water Company P.0 Box 326 Hyannis, Massachusetts 02601 ATTN: George Wadsworth DEP - Div. of Water Supply - SERO ATTN: David DeLorenzo DEP - RCRA - SERO ATTN: Gerald Monte DEP - DWPC - SERO ATTN: Jeff Gould l s I 3-24" DAM ACCESS MANHOLES {ACfTi�lle �fY ', r ro' I i)arrtstar�rlr, ". ,. I i .ram, •',�•...•, --, �,. *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. VENT PIPE (O Least 24 inches tall Schedule 40 PVC w/Charcoal Odor Fllter "1 1 r••'f L 10' min. from-� D-BOX cover must be INLET 1 1 _ X"I T9mouth Rd Steel MAnHole Covsrs O finished grade / I\ Existing Foundation house to septic tank CHAMBER cover must be INLET \ TOF ELEV = 40.00 Septic tank Cover, must be Steal MAnHOIs Cousin O Misn grode Steel MAnHols coven O finished grade J THE ACCESi COVERS FOR THE SEPTIC TANK, - Grade over Septic Tank - 96 00 Grads ow D-Box - 96 00 rad* over SAS - ELEV� 96 OC ,, DISTRIBUTION BOX AND LEACHING COMPONENT ..: ^: ,.- '!.,�:^' t SHALL BE AISED TO WITHIN 6' OF SECTION A -A ` i r: I FINISHED 4AOE. i S 002 PROFILE VIE I► OF LEACHING SYSTEM STEEL REINFORCED PRECAST CONCRETE INSTALL Tl.'-TITE GAS BAFFLES OR EQUALS .< 3 Ot_E 20 ^ O 33' NEW ST B x 3' Maximum Cover �T p of SAS-Elev-91 T5 PLAN VIEW ON ALL OUTLET TEE ENDS - i'_ O S=O-IO or Greater S• 0.010' per root A IV L .gF4 h �O,r.� 62•Y?'. s.ne Ne hso 9 '.o-w-y®24D6 HA lII ,�-�•"' ' NEW PIPE 0 2,000 GAL. OR EATER ��s/, r 1 1/8 • r..A a.M 01-1 Se31- -a' .J r/s• - r/s' F-%.e helew.. 3-24' REMOvABLE COvERS I - ----- FROM FOUNDATION rn SEPTIC TANK 40 II H-20 O O rn 2' Enective Osotn INSPECTION cover must he N� 1 > �...�. o o wltnin 6 a1 nnis�ed grade �� , . T= '�T GENERAL NOTES CONCRETE CRAWL SPACE FOUNDA`10 > 0 Of at `�p \ 3 min,dearoncs 1 T I•. I ,r entt•Y' > I II 4 I INLET ff mi_l__�2 Tin InHt to outlet e• iCOntrOCtar iS FespOnSibIC for DigSOfe notification 4) II .-J m CUTS'SYSTEM PROFILE 6 In.of 3/4'-1 1/2• u 'o u o 0 0 0 o NLE{ o.mM T-! ua��a le.« and protection of all underground utilities and pipes. > compacted stone13� 11 0 o O CD o � o - 1 _ti a I F 1 �. _4. I 2. a septic tank onq distribution box shall be set c Not to Scale Effective Vll > C7 C7 C7 C7 CJ T -4' li > > „ a units a es' - 68' � •� cs I level on 6" of 3/4 -1 1/2" stone. E t 4•-a' min 3 Backfill should be clean sand or gravel with no m �' I----�8' 1' I o o.eas. • Liquid depth �I �» s I•. stones over 3" in size. 6 in.or 3/4"-1 1/2" O 'v ' compacted stone m 70' -- . t 4. This System 19 9UbjeCt t0 inspection during installation l I { by Carmen E. Shay - Environmental Services, Inc. Bottom of Test Pit = Elevation 83.50 Effective Length ♦Obs. Groundwater - Test Hole 1& 2 Elev.= None Observed SOIL ABSORPTION SYSTEM (SAS) 11•-0' e• -a" 5. The contractor shall nstall this system In accordance with Title V of the Massachusetts state code, the approved plan NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE 500 - C H-20 LEACHING UNITS / wIGGINS PRECAST CROSS SECTION END-SECTIC� I and Local Regulations. Not to Scale � 6. If, during Installation the contractor encounters any TYPICAL 2000 GALLON SEPTIC TANK soil conditions or site conditions that are different from those shown on the so og or In au design NOT TO SCALE installation must host & immea,ate notification be J made to Carmen E. Shay - Env,ronmentG' Sere -e ~-20 _OA� NG j 7. No vehicle or heavy machinery shai dr ve over •"e septic system unless noted as H-20 septic components. 8. 'nsta'li %f-Tlte gas baffles or equals on all outlet tee ends. \ y 9. All Distribution Lines sholl be 4" diameter Sch. 40 NSF PVC pipes 10. All solid piping, tees & f Ittir.gs sha l be 4" diameter Schedule 40 NSF PVC pipes witn water tight joints. I I SITE and Surrounding Properties are Connected I to Municipal Water. I I NOTE: THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN GENERATED BY I WHITNEY & BASSET OF HYANNIS MA, DATED FEBRUARY, 1967 ENTITLED "CERTIFIED PLOT PLAN OF 201 YARMOUTH ROAD, HYANNIS, MA FOR FIELDS POINT MANUFACTURING" -- IS TO E A SURVEY #t AND HOULDTBE TUSEDDFOR NO PURPOSE 0 LHOERPLAN THAN q I THE SEPTIC SYSTEM INSTALLATIION. I I NO WETLANDS ARE LOCATED WITHIN A 200' RAD jS CF '-E S `E i I EXISTING CESSPOOL TO BE PUMPED DRY & FILLED IN PLACE N/F N.Y.N.H. & H. RAILROAD --OMPANv - __ -- NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE I I FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED I I I I i OF AS PER BOARD OF HEALTH SPECIFICATIONS. I I I N 29d 31 ' 15" E /-CB D.H. '96 PROJECT BENCH MARK - - 231 .00' ti TOP OF FOUNDATIONr- . / _ -- CB D.H. / ELEV. = 100.00 (ASSUMED) � N 29d 31 ' 1 5" E -�---- I , I I , O 302.86 NEW 2000 gal. 1 y I H E 1 0 v - - - Septic Tank 0. � � I I- 1 I - - ^--- _ i r 1 • • • • • • •� �v..v}, Paved Parking Area / Ln O (.A •1''y,{.""tC,,•,•r•�r'%.•tl ,k.•,"�, I `rC,)' :.Lew CJ'i 00 4 0' O PARCEL #1 & PARCEL #2 36,768 +/- sq. ft. Cr) ec0)'ing Catch Bas n 00 Ln `EST HOLE #2 Z .a Fa led KAM APPLIANCES, INC. Leaching Catch Basin -EST LE # Cesspool (TO BE REMOVEp) -------------- :2000 , I l NICIp S.F. OFFICE SPACE ' \ At-WATER Leaching 115,000 S.F. RETAIL SHOWROOM \ _ - -----� I Cate iT I \ I i 231 .00' ------ I I I I I I -- I , -----' - I I 1 1 ----- -- ------------------- --- I 285.06' --- ------ ---- - ��. S 29d 27' 15" W a - ------------ -------------- - -------- .H. -------- - ---------- -- - ---- CB D.H------------------------------ ----------- - T - (50' RIGHT OF 96 - 96 -- - - - I I ASSESSORS MAP - 328 �a� =_ 137 & 138 ALL OUTLET PIPES FROM THE DISTRIBUTION BOX SHALL BE -- 12" -� CONCRETE COVER SET LEVEL FOR AT LEAST z FT. PERCOLATION R C 0 LAT I O N TEST ZONING - COMERCIAL N FOOD ZONE C I LEGEND ' - _ 6 - 5" OUTLET A ,' 2. KNOCKOUTS (r - --15.5" 12" INLET Date of Percolation Test: SEPTEMER 5, 2005 88X0 DENOTES PROPOSED 1 ! OUTLET ( c ) Test Performed By. CARMEN E. SHAY, R.S., C.S.E. - 1 Results Witnessed By. THOMAS McKEOWN C.H.O.( Barnstable B.O.H.) SPOT GRADE R01��IOSED 6" 8" EXCAVATOR: CAPE ENTERPRISES, INC. X 104.46 DENOTES EXISTING 2" SPOT GRADE PREPARED FO ! \ ,Percolation Rate: Less Than 2 MPI ® 36" Below Land Surface P T I 15.5" ' t.75-� ------------_--- ! SUBSURFACE SEWAGE DISPOSAL SYSTEM PLAN-SECTION CROSS SECTION Testa Hole Test HolePL PROPERTY LINE I OF 6 HOLE � H -20� DISTRIBUTION ��/� DEPTH SOILS ELEV.i DEPTH- _SOILS ELEV I - 97 F PROPOSED CONTOUR NO' TO SCALE 0 94.50 0 Loam 94.00 97- - - - - -97 EXISTING CONTOUR KAM APPLIANCES , iNC 20 A YARMOUTH ROAD Loamyy Sand Sand I _L.� �1 I ' Design CQICulaticln 10 YR 3/2 to 4/3 # YA! v M 0 U I I R O L _ �YAN , 0"-9. A, 95.251 0"-9" A. 38.25 DEEP TEST HOLE & Loamy Loamy I I PERCOLATION TEST LOCATION - ---- - - - OFFICE AREA: 2000 S,F, Equivalent to 150 Gal./Day I Sand HYANNIS , M A - t0 YR 5/6 10 vR S/6 cCl /U/ /'� RETAIL SHOWROOM: 15,000 S.F: Equivalent to 750 Gal./Day FENCE C�1 R��1�'N E. ,J�H'1 Y 9"- 36" B. 91.50' 9"- 30" B. 191.50 Leaching Capacity Proposed: 900 Gal./Day Minimum Coarse I H OF Coarse Septic Tank - 2 x 900 Gal./Day = 1,800 USE NEW 2,000 GAL. Septic Tank. Sand do Gravel and & Grave' i PRIVATE DRINKING WATER WELL $OIL ABSORPTION AREA (PER TRENCH) Using percolation rate of <2 min./inch I 2.5 Y e/6 o TR r �/6 Y ENVIRONMENTAL SERti7C�'S, Bottom Area: 0.74 al sq. ft. x 910sq. ft. 673.4 gallons 36"- 72" C+ 30"- 60" C, Q \ 4 E. INC. Sidewoll Area 0.74 gal/sq. ft. x 332 sq. ft. = 245.68 gallons Medlum Sandra REVISION `�' `1 n V j - 9 58 -- _/°� li NO 1$ 34 THATCHERS LANE Providing: = 919.08 gallons Sand I �F ��° EAST FA[ ivi iTH, MA 02536 2.5 Y 7 6 2.5 Y 7/6 T 72"- 132 G 83.501 Perc #1 60'- 120 Ca 84.00 NO. DATE: DEFINI I ION i s TE a UN� TRENCH TQTAL: II Depth at Perc: 38" to 56" ANITAR�P Perc Rate- Less Than 2 MPI -�; 0796 Use. (8) PRECAST 500-C UNITS (Per Trench), HAVING A 2' EFFECTIVE DEPTH, Groundwater Not Observed -- - t A.X 50 -�A= No Observed ESHWT TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND � SCALE: 1 '�-20' DRAWN BY: CES DATE: SEPT. 8, 2005 1' OF WASHED STONE ON THE ENDS. 53'L x 12W x 2' D ADJUSTED H2O Elev. = None PROJECT# KAM FILENAME: KAM.DWG SHEET 1 OF 1