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0076 ENTERPRISE ROAD - Health
76 ENTERPRISE RD. ,HYANNIS Teen e � rs TOWN OF BARNSTABLE LOCATION ' r SEWAGE # r VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. R 2R3 03 (� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No � � `co �" /3�'� is� ; f � � �� � �''°�. t,�c ,� z � TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH satisfactory 2.Printers o . O unsatisfacto 3.Auto Body Shops COMPANY '� C, rY 4.Manufacturers (see"Orders") 5.Retail Stores V 6.Fuel Suppliers ADDRESS 16LJa Class• 7.Miscellaneous MAJOR MAT RIALS� Q°UANTITIES AND STORAGE (IN=indoors;OUT-outdoors) Drums AboveUnder IN OUT IN I OUTI 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: MOL10(fl6w 3 wj�� � ) ; I DISPOSAURECLAMATION REMARKS: p� / 1. Sanitary Sewage 2 ater Supply oac_-,- o CU Q O Town Sewer ublic ps o SO/9 O On-site OPrivate 3. Indoor Floor Drains YES NO y (�®. (1 O Holding tank:MDC W J J O Catch basin/Dry well 40virz ADO GD O On-site system Q ° A® 4. Outdoor Surface drains:YES NO ORDERS: o /► r° O Holding tank:MDC / /I V//V t�J� S (9 O Catch basin/Dry well O On-site system 5.Waste Transporter (� c7 � Name of Destination Waste Product YES NO 2. Person(s) Interviewed Inspect0 Dater . Ax TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: © Mail To: BUSINESS LOCATION: card of Health Town of Barnstable MAILING ADDRESS: P.O. Box 534 TELEPHONE NUMBER: s r Hyannis, MA 02601 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health 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 character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case 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 bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) ��� C' 1 MONO" Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business January 12 , 1993 Barnstable Board of Health Town Hall Hyannis , MA 02601 To Whom it May Concern, Methylmethacrylate monomer (a liquid) is mixed with a powder to create an acrylic that is used to make dentures and partials . No chemical waste is generated by this process . Approximately 1 gallon (maximum) will be kept on the premises, and will be stored in a refrigerator. Mechanical ventilation will be provided while using this chemical . I have over seventeen years experience working with this chemical and know how to properly use and store it . Sincerely, 0000, Ralph J . Miller U ljc. ilEi;-u�,L r lu,- MIMAI MANUFACURLR., E. I. Du Print dp, Nemuur_,� 6 (�o- , )nC,. Finishes & FabriCatPd PZDUdUCt5 D--Pt- Wj lmingtcwi, DE 19898 TILEPHONC- For Product InforITIBUM, 800-441-75-15 For medical Lmelgel)cies: 800441-3637 Foi- Transportation Emergency: BOCi-424-9300 (Chemtrec) PRODUCT: t*thylmethacrylate Moi.-icaer (MMA), inhibited 11: V14GREDYNTS EXPOSIURE LDAIYS C A: N OSHA ACGIH 80-62-ri V9m,(20(") L 'Y 1 Me t 111 F2 L r ate J.00ppm 100ppfr Sul"-_,Lltuted Phes)Olic p0iy,",)v-j.jzat.j0n Int)JbiLors. 4-1_QO0 PP61, PHYSICAL DATA EVAPWATION RAIEt* (BuAc=!) 3 VAR)R NSILTY (at 6(f ,l ATM. )3.46 SOLUBILITY IN fi,'AIEP_, 1.6 grams/100 grams FERC Vol-ATILF: 100% AKIROXNWIFE B01'LING RANCE-. '.)j4F at 7601t7m DF;-NSIIY. 0.950 Hg SEC110N IV- FIRE Ex�i_C1`;70N DATA FLASH POINT (W-1HOW : 51F (TCC) APPROX. FLAWABLE: LIM115. 11 .6-5.2% EXTINGUISHING WDIA: Foam, carbon dioxide, dry C1-ODIC61, wbit6T fC9 (")y trained persuw)el) Special fire fighting procedures: Full protective _-0uiP,1V')t* Jrlcludlng se.0-contained bre8thifIg SPPatstus, is I Cori. containers of r(j&teriaj exposed to heat with cold water spray. Fig fires tror. a safe distarice or pn)tected aress. I Unusual fire 6 expiosion hazards: Se'air--d CCntaj(jtr51 exposed *1,0 elevated temperatures may rupturc. explosively due to pglyflier Zat,_I on Vapors alp heavier than air and Tray travel to ignition source. F.J, '7CTION V-. r_- ALTH HTVARD DA'I'A ROUIL OF ENTRY: fwmptoms/effects of overexposure and firs t aid I I �, C or, INGEST194: Inauce ,codfting and gf-,t PrUlPt Mcclica a' t `nti INHALATION. Civelexpo6ure may cause eye, rose wid thr t irritation. May cause central nervous syster, effects such as d17;rinesss, _�. Hclae%he* nausezt, and Joss of Conciousness, Remove to frocih nir. If having treatt)inq difiriculty, aomirlit;tey oxygen. f If not breathing, administer artlf-icial respirati Mr. Call a physician. woei sofie- drc mistances, rnut7zg.w_ ijc changeS, hisve beta oh. ervett Wtjj IVA, The meaning and sigrificanre of these TL-sultS IS n0t_ LnderstuDd. At KOUD PpVt WA ib weakly embiyotoxic with rQ3tS. i�kd ilia ,V , SKIN OR r'YF COIrJACT. VapDr may Cause irritatiul of UN- Yelrl, lic v cause comeal injuty, 1kepeateo or prolk.-�geO rrrJ:a!_t MY cAus al pro c skin rash, 7e C Se of E itching, swelling. P0Tx11tiA snir) SK.Slti , T� in ye r-("tact, ir water 't least 15 minutes; Call a I A I ,C.eeji2te�y f)u$t) *j�t) plet,ty of water for a physician: In case. of skin conz-act, wash *ith soap 600 Watc,'-'. contact a physician. 0EC-101,4 Vj: RIFACTIV11Y DATA _ .STABL,1TY: Stable r,Cj1t,Cj T IONS If 0 AVOID: Heat anu I Cf.'I i t i cy'; sources-, o ra ge �dp_r INCtOMPAT 181.1 ITY: (Matprials to avoid) rt�docing and ox 10 A.Z in'q apnt-'J. -P n -F it 01 rUbb Material yids #,trC4jg �.()jve,-It properties and �;n soft. pai er. hAZAkDOUS DECU4M- SIT1011-41: 'tjazard,)u,, dpcL)mpcsiticx) procict5. C' , HAZARwM FiXY�ERIZATJON: May occur M01TIONS U)' AVOID Fr,)pk Z E A,1S.jVe heat; Stor,.IL ATION. XcL 1'2 1 Of calt-aly t. see E-531033 for absence 0, in�jjt.�jtor; 14-iadveitcnt aidditil-fl details on Inhibitors and storage stability. Kit TI.i?ty Vil: SPILL OR UIDV, PRCC0DUtF, STEPS 10 BE IAKEN 1 1 CA`4_ MATTERIIAL jS PELI-ASED OP SFT_-,rD. Evacuaie area. of i rtjtian. Pr-e,fefjt skin contact Xly t)reath-ing of vapor. 4L " Ctj)f'jne ario remove with inert. absurbant. V,-t*ntil'te src-li 1 j it p 12 /85 �pA 115,ted j4az&r&),U S waste u-%oer q[PA IU-162). 00, h o t WAS'i� SPOSAL W-1HOD: IP allow Mtay461 to Contamlinate DrMnd water SY-�,term. Incinerate 'A r) a facility -L ent�� . 1 1. �1, state arid local _,o n 0 t J.ncinerste whiCh CCKtPlies Witi, fe(It:rA I reQUIrM %I estlmate of 96 nrr medi"4'1 thr--shold in closed containers AquLAic t0xC4tY-- limit: 100-10001PPM., CCIA! CA M _�f.C710N Vill: V, FiESPIRATORY: Wty contained breathing �n level$ exceed 10f), PPM, %vear sel1 c apparatus. volorrs�! ar)(J paltem t-3 �(CeP W.NII I LAT WN: Suf rlcie�)t- v-mlti 'at'Or' "n airborne levels below 10CUPITI. uge explosion proof equi MOTECTW "JIVUS. t�kjprene r"'Ove5 are TpcomrnendeO. Ey'F. FIR017 CT!U11, !*)la5"Cnr00f OQWIC-,q• 07,+p, pRr- Ni?o pmie boPIL-5 ano covcralls' �QLjIPWNT _CTTON TX 5PF (r, labe" pyecetiticn- TO B17 Tp,<-N It-, ANQ STORINC. Cb,5 e� L -Itainer afteT Keep away from. heat, direct, strlight, sparks arld flamz, 'Close cc$ _ ' f --jI�- -,-3 ate ! 5 C33f p�v tjf�v each uSe. OrMnd cOntainer!, when pourir)g. -Sr,-e " 3 1 t,c) stcray�t of tlammal..)Ie liquids should be, follOwed pe-�rr!i4%- F4�L_CAUTWNS- . ai r Srja e to e,. is t insid Mal,t=rjal titorf-u more thviri 3 months :,hCuld IlayP inriJbitur level Che!Cke-10 rind at the riginal level. TRAN',,PORTATICON: D0 ChIS-5- i-ja,-,.r(alnle Liquid, ut-41247. 4;r) Y V�, ICC: Ttv,� oata 2n tt,is safety eC to do ort -,r-late use C, DW with any other material 0,, 4n -anv process. ical 'ieTvices MlillagfT Date: includes Cingival Tone Licuid Fed. Std. No. 313B M,w /PIMOY.p . OMB.NO. AI'R1 JA1 . . TYPE OF DATA $ACE' MATERIAL SAFETY DATA SHEET ®;EII IS�o rrr RtvrsaID.s.er.ew NP. , SECTION I GENERAL INFORMATION MA NUFACTUR.E R•S NAME FSCM/FSCMM CONTRACT NUMBER OR OROCR NuMBCR CAULK/DENTSPLY MANUFACTURER'S AOORCSS fNl�ePi.SIr0.1,cilr.S/AIO.Awd 21P Cod*) PART.NUMBER, PRODUCT AMO/OR TRACE NAME Lakeview. & Clarke. Avenues. Milford, DE 19963-035.9 LUCITONEO 199 LIQUID NATIONAL STOCX,NUMB(R,ACTIVITY CONTROL NUMBC'R,OR HAZ.AR000S SPECIFICATION .. .LOCAL STOCK NUMBER. . . .. MATERIAL . TYPO.GRAO(-ANO/OR CLASS NRC LICENSE NUMBER [ A_ CGISTRAriam NuMBCR CM(MICAL;AMC AMID SYNONYMf 00MICAI FAMILY _ 'OSAAUTA . Methyl Methacrylate Monomer Methacrylic ester CH2(CH3)COOCH3 TYPCO OR iRINT(O'NAM(OF COMPANY SIOHA TO RE (MERGE NCY TELL• OAT( - POINT.OF CONTACT ?NON'(NUMBER - Earl'C. Francis (302)4.22-4511 5-8-86 ' SECTION I1 COMPOSITION HOMIER 7CM9MICAL.NAME f100ndlON141. TLV tharrylare < 95 T14A 100 PPM 97-90-5 Ethylene ^1 col. Dimethacr late < lu 2. SECTION III PHYSICAL PROPERTIES BOILING roINT rr••e) 214 F 1 0 CCAITICA'LY4MPrrlb'c) N.A. _ SOLUBILITY IN WATER Slip,,ht . SPEC171C GRAvive(fl10 1)) .0.9.4. VISCOSITY AOTOIGNITION T[MP CVAPOR ATIOM RAT[ - N.E. rr A c) N.E. - a!) < 1 VAPOR PR[SSURK(MM No) CRITICAL PR[SSURC - O[CCMPOSITIOM T[IIR PCRC(MT VOLATILE.SIT " CORROSION RAT( ,I N.E: VOLUME n.) lmot=l Rol. 1 N.A. APP[ARAMC[-AMC DOOR- vA.oR ocN:ITY(A1.1,) P» Water clear liquid 3.45. L FR 99ZING(MOhIeV POINT - Characteristic acrylic odo - r r •e) N.E. MAGNCTISM ivllNo.wA) N.E. SECTION IV FIRE AND EXPLOSION HAZARD DATA FLASH POINT(MSrllad(jAOd) FLAMMABLE(C+P/OSlre/LIMITS 55OF:TOC 500F TCC " 2.12 VE12.5 EXTINGVISMING MEDIA - Foam C0,2_Dry chemical water fog �,®..SPECIAL FIRE FIGHTING PROCCOURfs AND COUIPMCMTWater may be. infaffective unless used as a fine spr Ev or fog. Use water spray: to, cool fire-exposed containers of methyl methacryla e UNUSUAL FIRE AMC EXPLOSION NAZAROS . Vapors may travel to source of ignition and flash back. I' Avoid ignition sources or . ation.. u erz . . figure 2 Alternate ernate Form A. 21 N.A. Data does not apply to this product N.E. `Value has not been established for this product. Fed. Std. No. 313E SECTION v HEALTH MAZARO DATA }© Err ECTS Of ACUTE ANO CNRONIC Ovl RE x'POSURC High vapor concentration can induce headache, nausea smarting of .eyes and irritation of. respiratory system. Liquid contact with eyes will . cause i. and - os.s1hle corneal dama e. EMERGENCY ANO FIRST AIO PRocE.ouRcs INHALATION: Move subject to fresh air. Give oxygen or - artificial respiration as required. INGESTION: Induce vomiting and consult a physician immediately. EYE & SKIN CONTACT Flush eyes promptly with copious -amounts of water for 15 mins. & consult physician with, soap and water. SECTION VI REACTIVITY DATA STAEILITY CONDITIONS TO AVOID(S/eeally) uNeT�RLE. 3TA•LE Elevated temperatures and ignition sources IM OMP•T AEILI TV(Me/1.le/e CO S.be) Amines re,ducin. or o:xidYzin materials NAZAROOU3 OCCOMPOSITIO M PROOUCTs Acrid-fumes and CO and/or CO2 NAZAROOUS POLYMCRIZATION CONDITIONS TO AVOID(PelrelmePum/ . .0 MAY OCCUR .LLL»O.OcU* Eleva't.ed temperatures reducing and oxidizing materials SECTION vll . SPILL OR LEAK PROCEDURES STEPS TO at TAKEN IN CASE MATERIAL IS RELEASCO OR SPILLEO Eliminate ignition sources. Avoid breathin vapors. Dike 6 absorb spill with inert material (sand, soda, ash, vermiculite, etc ) and transfer to containers for disposal; use non-sparking tools. Remove saturated clothing and wash affected 'skin areas with soap and water. WASTE MANOLINO ANO DISPOSAL METM00 Incinerate under controlled conditions in a safe open are , or landfill according to federal,. state and local regulations. Biological degradat on is also possible. NEUTRALIZING AGENT SECTION.VIII OCCUPATIONAL PROTECTIVE MEASURES RESPIRATORY PROTECTION(SPeel4 19Pe) Self contained breathing apparatus during high vapor VENTILATION(RPIO)Y MNIJ PROTECT I va GLOV v., EYE PROTLCTION IoeaM MMI OTN;R PERSONAL PROTECTIVE LO u1PM[NTIIMdM MPeI 1 'hM°el Impervious apron and overshoes during Impervious glow s Slash roof o 1 s P P g gg clean-u operation. SECTION IX . SPECIAL PRECAUTIONS MANGLING AMOSTORAOE,PRECAUTI.O,NS Store at ambient temperatures out of direct sunlight/advisable to use oldest materials. first. Use adequate ventilation.. OTMER PRECAUTIONS Avoid repeated breathing and contact with the skin. Keep containers closed and away from heat. Keep away .from sparks and open flame. SECTION X TRANSPORTATION APPLICASLC REGULATIONS 0•e CFO a IMCQ a TART/P e000IA TA MILJTARV AIR(APR Tlr) SMIPPING NAME .. 10 NUMBERY Methyl Methacrylate Monomer Inhibited. UN1247 1 NAZARO CLASS Lw�CLS Yes L Flammable UNIT CONTAINER _ GOT SPEC CONTAINER OOT EXEMPT/000 CCN LINITCO OT.Y ..L .. AEROSOL MOPE LLAMTf31 _ M9T EAPL RT I 92 JOHN,T: THOMSON s ATTORNEY < 205 HANOVER STREET HANOVER.MA.02339 $; F r , a February 22, 1988 Mr. Philip J. Greenspan Senior Vice-President Quincy Savings. Bank 1200 Hancock Street Quincy, Mass. 02169 RE: Dennis J. Toth ' 76 Enterprise Road Hyannis, Mass. , n Dear Phil: Enclosed is a copy of the 21-E Site Assessment for the property Dennis Toth is purchasing in Hyannis. estions lease let me u P r have an comments q If you y or Y know.. Very truly yours, JTT/ef enc l. F' 1, i ` March 16, 1988 d I frA Mr. Philip Greenspan Senior Vice President Quincy Savings Bank 1200 Hancock Street Quincy, Mass. 02169 RE: 76 Enterprise Road Hyannis, Mass. Dear Mr. Greenspan: This is to certify that the 55 Gallon 41rum referred to: in the conclusions of. the 21E Report by .Saunders Associates L recommending its removal has �n .fact been removed .and is ` no longer present at the site. '! Very truly yours, 1>. Dennis J. oth Y 'a d F.: • r ! 1 a 21-E. SITE ASSESSMENT ;," #76 Enterprise Way Hy annis, `Massachusetts M � February 8, 1988`,, y Prepared For Denis Toth P. 0. Box 158 Accord, Massachusetts 02018 Js '' Prepared By: a.: . Saunders Associates P. 0. Box 2646 Vineyard Haven, Massachusetts 02568 (617 ) 693-1578 - .ITT^ `S L EXECUTIVE SUMMARY E' Saunders. Associates have- completed a Chapter 21-E Site .Assessment for .V5 Enterprise Way based on document review, 'historical research, site visits, surface exploration':and',water ` quality, analyses.. ' The site assessment report is summarized ' below. f 1. No.. record of waste handling or',lstorage was _a reported on site. Prior to the existence. of the - , Y present building the site was woodland. 2. A previously existing underground storage tank on 7 Lot #8 across Enterprise Way was removed in 1986.'' IV z� Subsequent tests by Briggs Engineering Company (1986) and Saunders Associates (1987) on and- off site verify that. no significant leakage `occurred from the tank prior to removal. A diese l'of l ' storage tank located adjacent, to the building on ' site is situated in a concrete bunker with a roof covering. No sign of leakage was observed., 3. Two upgradient .monitoring wells and one .on-site monitoring well show no significant levels of volatile organics (including hydrocarbons). 4. A 55-gallon drum situated south of the building on ' site. should be removed and taken to an appropriate: ' disposal site. Princip 1/Hydrogeologist i J 41 ( 11 to h t. TABLE OF CONTENTS, ' 1 0- Situ Ownership and Location 2. 0 Site'' Description and Environmental Characteristics! ' 3. 0 Site History 4.0 Site. Inspection and Subsurface Investigation 5A. Conclusions 6.0 References h z Appendix: `? Field Boring Logs - MonitoringrWell Schedule tAl Water Quality Results. Figures 1. U.S.G.S. ' Quadrangle Map - Hyannis 2: Hyannis Town Assessors Map 294 3. Site Plan 4. Monitoring Well Location. Map + 5. Groundwater Contour Map 6. Zone of Contribution - Hyannis ` Municipal Wells ;. INVE-TIGATION REPORT FOR 't SITE CERTIFICATION RELATIVE TO HAZARDOUS MATERIALS 1. 0'.'`SITE OWNERSHIP AND `LOCATION , 5 •4 1:1 Site Owner: 76 Renta1 'Associates 76 Enterprise Way . ' Hyannis, Massachusetts 02601 Date . of . ownership: 1974 to Present a 1.2 Site Location: 76 Enterprise Way Hyannis, Massachusetts 02601 County: Barnstable Assessor's Plat: : Map 294 Lot 16 Figure 2) ' USGS Quadrangle: Hyannis. (Figure 1) 2:.:O . :SITE DESCRIPTION AND ENVIRONMENTAL CHARACTERISTICS 2.1 Site Description: The site is located in a heavily built-up commercial..- area adjacent to the expansive Cape Cod Mall complex. About 20% of this .92-acre lot is occupied by a two-. story building which is built into a moderately sloping hillside overlooking Fresh Hole. Pond. This embankment ' i abuts the expansive parking area of the mall. The building, built in 1973, is used principally for offices. f a` { r' 2.2 Site Layout (Figure 2) Site Boundaries (see Figure 3 ) : North: Unpaved way Cape Co Ma ll 1 East , p South: Lot 22, .Madieros : Construction Company West Fresh Hole Pond . Yr • 1 - F. 7'�'�vax�ly¢��7.. � � 4: iL. T C)Sa v i r ¢ , �C a P= J. _ - .: t .. .• - .. ..: � 5 `�? Zk Qltll•P>•nrap.A r+ 'r h r }"� n I l/ *�i / .t- a i! "��•,���. p.�y' IvC.i�1,P v ✓Y Y v / - r x l t to� � q `/ 0 _n"�• Q�` � ( •' �,.. •V _ 1"+\ll�° } z 1.o 1 k t 7d s;C+ # a 1 �'� 1 � ,J '• . ?•;`�)• 1 D�J Ij� •� �J Q Q ��� a �tC,,'. tt'� ? v -,r ti 1. •�..' :oQ-_`d •) 1 j /l ( rRlr'��,005 t �u ':''t.' fs'� �'t' .aea. �a# tx .�� .,^• ' 'P + .•: 't L'�'— a l •. �►!�$PJ..-, - 1 �. '•t. \� .,\ �/ �t �, zp ,�`� ""t t .� § � J �P k�� d. •...r. 1 O s �p,�^t t��l �11 t���'.1� ���L. �. y� /�v :��//1 —�i_..u._�) t '�l 'C .�� 1��'+��� ��� `�'��r i �>�' t'�'. � ,�.t �� �,j,� h _ .F. .d... _ (.._ .`r.ti c.'t.., p �'�'i'.�' `01• l'�l� �7•' Wtei t � �--;5.�`•j _..� f t,.�.-:� "S�' f��'rt �"'S 1. ��11 �a• •'t tw e ,.��.� a. ,� rzn�V`-^1•;� � (,c•`, �!f�. :,-� O 1)°�0e•,'�r�/�.I � �•' .:�• j t �i �„ +'1 a 1:��! Yam:: `, ,n,,•ppf�•' .�.'fr\ ..o••..l• ••�, (\�,. ••}�e�l!/C" (/ Y 1 yi li ;F r t ; ''• •.�-•'r.� i..':./ t � '� ! •�' •p '•• P`•.�`1\�//♦`^' �i. 'y y, "S s a.•4 i�-�rw - I o'. p-, t1 :I ! .•1, t.1 1 a•.. o � t t r fi §� c J ,. . ' j •�l��eLo"•I��' " L 1�`�1.0. � 1' .F,U`D ��J O -o U•\� � °tS G r z• �, �• !�.o �_ .'( .��=i•, Jai',o li.�ot.1'tl.. .1` .� ,1,Na p�t- � V1 k j X c. AL 10 �° (�'' �. �.. I• _V T/,"rav(e'lnuPita { 'K ai, , � Q � b��` 'ii' tt _VL/I • ! /�3. lr•����I � e ,_ � R ' ! Pond hem t . u m(oIV (or o) e 1 o- •�' `% 76 a �`� 1, y0 • n •o • - ubllo • ,.1' Q'1••Y •I t r1 ��i � O t.e� -• Q} � d •I te \• •� •!I'4Q rY A Y`♦ p • • * .vim r t&o .00 ° r .'•� '' ''1� b° fix- -III x ,b ::• a o m � r •. .a w •. •K ? a, iy � V fna r r r e r r � :� ]r •I � �t3.., ` �0 1 Ir Q a ,1 �g •rhch Sk SO �1 U.S.G.S. QUADRANGLE MAP •— HYANNIS S,,n sT SAUNDERS .ASSOCIA I•,� / .u� �j�,=,r SCALE: 1:25000 FIGURE 1 s 1 .•�t�� �" � t t., e a f zF; a n 1r41 •AV � �tf it � r d. � � �. A tix tI� �•�9 �x t5� rL z.., s't�'` k+ ' ' °`A` SITE a t. 4nK faqbi— ?, • ' i ' '4b,c. ,v.. POND t: 2041 r v a 014 t ; 1' ` y� t _ OP 7.16 Of sows 22 1 .:� b •o mot. , t.p/O ; ... E fs-14 F4�, .u.f IV. 14 t �+ A AA y,t. HYANNIS ASSESSOR'S MAP #294 SAUNDERS ASSOCIA SCALE:. 1" 200' gIGURE 2 i 6 'E •�' .. a ,�. ��. y � �s����y� �)) .v r >� � - � .a� •• tit-h } � ' ems. �, r� �5 y"'� � t �,� o�R ,x � fa••ff.f. '���t l 6 � '1 x r ;1° � t `#Jj oQ _ - Fresh f`4 Hole \� IL' a '-" Pond U } Plot Plan - #76 Enterprise Way, SA`UNDER S .•A.S..SOC I4TE'S` y SCALE: lINCH=SOFEET FIGURE 3 1 Y• Roads• P1one: Site is accessed. r through Enterprise#80 'Entp Way 7 i •��C� j f, FJ v e S Y vv BUJ�1c?lng C;.ad Par): n :.afire area. ,north.,ana West"�of p t � the` building .is paved' lf ` used .for parking l r Fences: Along eastern and southern s f boundary. *s F Site Utilities: Electric Below ground. ` New England s r Telephone Underground. Water �. Municipal under- M _ ground. Y On-site Drinking ,Water. fY � x 3 None: Municipal Supply Hyannis Fire District - 5T Ponds, Streams and Wetlands A small portion of the site borders Fresh Hole Pond, a small pond which is,approximately. one acre in area. Flood Plains: , Not- within designated flood plain. Area of bank` below parking area adjacent to pond shown as Zone B (area susceptible. to 100-500 year flood). - 2 3 Site Waste-water Information: ti The' system consists of a 1,000 gallon septic tank 'which is situated northwest of the building on site. It is *. s a not.-known whether leaching fields or basins are_ con nected to the septic tank. The system was inspected .by ABCO Septic Systems on January 12th, 1988. 2'.4 On-site Storage of Hazardous Materials: • ,Above/Underground Tanks: v None: The site is heated with natural: gas. x Other b No handling or storage of hazardous materials s was reported. 2 L , • s — x 0 SITE HISTORY t 3 1T loning 'Zoned Commercial. 4 3.2 Current and Former. Uses of the Site: ` r > ; , tThe building• is divided into office .units Present 1 t' tenants include �: 1) Cape Cod YMCA 2 ) Certified.,"Pest Control 3) Cape Cod' Homemaker . 4 ) Cape Cod Time Clock - 5 ) Aetna 'Life Insurance Company 1 6 ) , New England Telephone Service None of these companies store or manufacture' hazardous•' waste .on the site. New. England Telephone installed a 5 500-gallon diesel fuel tank to service emergency generators. This tank is placed- in a secure, concrete lined bunker, along the eastern wall of the building. ' The bunker is covered with corrugated Fiberglas roof x and shows, no signs of leakage. ' Presently, a 55 ,gallon drum is.' found .in the alley, south. of the building. The drum contains some. solid material, however, the top was rusted and•it 'was not possible to remove the cap on the drum. No leakage was ;I observed around the drum. The present structure was built in 1973. Prior. to that time the site and much of the surrounding"area was d woo land. 3.3 . Current and Former Uses of Surrounding Properties: The following businesses occupy the adjoining property:' r` 5. Lot 6 : Bearse Auto Service }, Lot 5 Larry's Truck & Auto Supply Lot 17: Anchor Electric Lot 13 : Fred' Vallari Marshal Arts; formerl Y Linoleum and countertop shop. Lot 15 #80 Enterprise Way. office building ` Lot 19 : Nevada' Bob's Lot 20 : Vacant Lot 22: J. .Craig Madi.eros - -Septic, Plumbing/ Underground Construction - � ;i• r i } s4'Jl{ y �'iF 51� yi yt;} �1 .'?lit`! `71'6�i3' ". ' . .. � .. ._t . . - ... �•• .. .,. t.r r.+.J:+.�f►ri'iJL�W4rfG `%c�rAs :d Lats 7 & 8 Lots';7, & 8 were under he 'owner:ship ::iany owners during.the. pa:, y r : During that period gasoline and 'of wasr" � , ` „ , ,� Y stored. and handled on site. A`;;21 E`-Sited Investigation carried out on the property in May of 1986`'.by Briggs' Engineering a reported soil staining`and observed:° removal of two underground fuel' tanks _'- use j Soil samples were collected. No. in'dica--� tion, 'of^ leakage in soil underlying• ,. ,•4 tanks was reported. A limited::amount, of r4 f . G ' ;y 'soil from the area of staining 'was '-;removed.xk Water quality analysis undertaken in December 1987'.by Saunders 'Associates on. Lot 15 showed no significant Y groundwater contamination in the area. 3. 4 Environmental Permits None 3.5 Summary _of Prior 'Citations or Fines for. Violations of . Environmental Regulations: " None ' 3.6 Persons Interviewed Relative to Site History and Use: .µ David McCarthy, 35 Quail Road 3 Osterville, Massachusetts .02655 `4 X 617-428-5890 William Diller 76 Enterprise Way Hyannis, Massachusetts 0260i 617-778-7222 ` Chief Farrenhopf . Hyannis Fire District x 95 High Street Hyannis, Massachusetts 02601 R 617-775-1300 SUMMAF.X�QP' SITE INSPECTION 'AND SIJBSURFACE- INVESTIGATIOI;; r ,c wv x - ' Surface Soil and Sediment Sampling Locations: ' c None. No` staining of soil was observed over limited{ a _ unpaved area. 4.2 Surface Water. Sampling"Locations: 4F_, .'; None 4.3 Soil Gas Testing: None 1 L ` 4.4 Subsurface Soil and Groundwater Exploration: Boring locations and logs , (Figure 4) : . A boring was advanced by hand-au g,.ering at, location MW76-1 at the southeastern cornet of the site. A description of soil types is found in the Appendix. Two borings were advanced in December on the #80. '• Enterprise Way property by augering drill rig s operated by D. A. Scannell Drilling. Sand and gravel deposits were encountered throughout the boring.. ` 7 . } Monitoring well locations A temporary stainless steel well point was utilized to withdraw a groundwater sample at MW76-1. The well', was purged I(at least three-well volumes) and samples. were a collected, 'refrigerated and sent to Groundwater ' Analytical Laboratory in Buzzards .Bay, Massachusetts. t 4.5 Hydrogeological Interpretation: } Soil Description: h Surface soils in the area are described as Merimac Sandy Loam (MS.) which are excessively-drained to well, y4 B } -drained soils. They consist of fine granular 'loam. ; 5 y overlying gravelly sandy loam and gravelly sand. a_ j , liruJ 1 'x '.ii �1117J>i®Qi�C � ats, F'•`t� ,i. � t '.?� i,�q�:;�, � ... r ,Rormer u: dergro nd / r i ai is"e"v �tuniC '.location: µ � Q� yy 4•c r Y "^� A "k: + r^� \ f� t 9} li is A'Goa i•' r'^v. + ,!'; �..a- / �� d f� �? JF 'v� L p a'� •w� � art zy � _•� •. � �rt tit c tra ie $`e r EPMW-1 "."'• )`•� t ti ®EPMW-2 �� .Vk•n , , .. HOLE POND K k, t' n - to 1 Jos• MW76-1' y iuooaor : Monitoring Well 2J 4*N Nl of f/n LAAV WGISMATILSY MCICE frflf f1 atf f/r 40 1«l to M Ma. tww f N.x ivufr for purl. .r z Monitoring well location map(CCSC,1984) : SAUNDERS ASSOCIATES FIGURE 4 SCALE: 1INCH=40FEET , • r t` - � � try a r ` ! { f •) '. . � � � i t, xr r �}rl._ Geology: Thy . site is underlain by;Barnstable Outwash Plrain Deposits deposited during the last retreat of` P.leis �d } ' tocene glaciation.' These deposits, consistin }` '' ' ' s g p . g:`of sand •,J �and gravel, are derived from the, Sandwich moraine found just north;,of ;the site. The.'permeability of <.these� ` y ; ` sediments is high, with hydraulic conductivities ' tYKr ranging from: 200 to 300 feet per day. Crystalline,:; Y ' bedrock is found approximately 275 feet below ''ground a,. $. f surface in . this area, (Oldale, 1969). Grou . ..,° ndwater,,Flow: Regional groundwater flow in the .area is generally: ` ' w towards the east (Figure . 5) . This , flow is greatly inf luenced by 'mounding associated with Municipal Waste Disposal Leaching beds located west of the : site w Locally, some, flow may move . towards Fresh :Hole Pond. 4 On-site and other drinking water supplies: Much of the Hyannis area is exploited. for muni?cipal , r9y, water. As shown on Figure 6, the site lies in the Zone.: 4 of Contribution' of Hyannis Fire. District Wells. s «(Y` : s 4.6 Water Quality Laboratory' Analyses: ;YI The. sample (MW76-1) was an for content of volatile F organic compounds following EPA testing guidelinesl a (EPA 601-602 Analyses), No presence of these contami, .'A nants was indicated. t r Prior tests on adjacent monitoring .wells on #80 Enterprise Way showed no sign of volatile organics in EPMW.-1 and a trace ( less than one part per. billion) of , hydrocarbon in monitoring well EPMW-2. This was believed 'to have resulted from runoff from the parking area. 4. TI 4. 6 '��'AC �'-.�� n�Rno0. ' �" ' l Y "u"`yr+ar-�•r., r RARNSTjoL6 1 N s y# � •.-j^�!'��"Z'." �� . �. j \� b�'/'SY• ' ; rfd_.F F "•i,a sri�,s3,: R=°!. •t.r'i - �•'/ ,,.fir , F 4 \��. _ � 44JJ ► _Y4 �•,`f •' t� `y F�•S t"^ a� J' 5 Y, e ��;� -.• .. -. .. S`�'wT�„•,l( r. , r•�+ a •:,.tr�J..�'.• K� � aA � ,�K4 ' `��.s ,ar,S•{:/•.•-F,w,15>,18.1• - `''�1 u'� - � �' •� 20 3 4,, ' - q, '�• '.rli -jl cr r. •.•' t t r ._,may�.� `'� +r J �'« 4 ?•' •_ •� - �+;{.. { 1 ./ �::�':"^..'��. .,mot .. .t -�;i�, ,. � •_ rn.•••}y'. • •1. -'• •Y.�'N.N•'r C1• ':•' _!':... 22.y� �Fiv `��Z r_; ~ '�` f r�".'.r.:�....,1.'•• •. �('{ '!. ti r' `', tt a r 'S - t P 341 „' aw 402 �t, .'.�•L3411�•.. ' . OF 370: ,w ® BW 403 $ �.�.• 1 �{ �it'�•`ty���'t`�..�.. `30.J:•. •1�,2�.6' `�'f,• 2 �t • .� r �*' � 'f i >„ .+1 ,� }•^ '' {I,, - BW 387®®$W 383 l `� * �.i[r �'{.,.{ \ wrr Y.l,•w •, •{ �i•R ,r,, , n `` / -- � 4�v r' r ;, ;�J¢.+ jA s1 m� � �� • • ...•♦k t� r f J T •Y.. r �� I • n y .p -•I a• •S�-� 1-` 4 ' SITE .,2e.s • ,.,.�.�'f � ,...C�► v 1• '.�` iAlW 230" SW 377 BW 386 388 , r,` c+..?•{.` 27:2 :,E tjl r`a'1' `i:' ;^ r •:x�V O'6E 226 i.• �O1fY37CE 2227.. ,;: ` ••-•�gW3$4 j .�::';..'�:�' ►:..: �Lrwls MA s U.S.G.S. GROUNDWATER CONTOUR. MAP SAUNDERS* ASSQCIA $. - -. ✓ tad} �s!' } � r.J•• 3 nr ,��. FIGURE 5 r ri 9 ll t . +..:LL C.:ii 11.•1 ;2if.. ak.�. ;,+-,y�wr:,t n:'iJ .ti4i:,a...:: .:.?a t.:.t:..i�..t .u:i::! •.�..a'2. ::::x+tt.Y...slarLt�iatGl�r.>$L" kfi Rf `%..+a:�+-'_✓� ��i t—�' V "W 9:<:�...r: .•..r-�'r r e , ,i!' �T };.{. ,.''..! f' a•t+•�; '.ff��..a: .i-`}} �f •f[�t n -ic . : ` 7 C .r. '..�. t /, •/ i .,'�/ ,:. r S': C�,. ` e .v• ,!''• - .a-... (>:;:�1:;� tKR:P ,",.• •z:. r r•_ . t•• r(� r s .aA �• ( S 7+R 'c t a `i :3 *S J } 1.. �a•::•:� t :-i• •v ti } r FA. 1 .a , i 1 r1_x 4.. V.' ;s i �•� i���:tiC.:��.:?:tip:';.�� fa ! '%. tr• 1 ...-..'..,:w:,.i•: .:.: .• ::. ;;.,•.::.;..-::.i:C.. a ' n -. t = r. .'_�1_ =•e e :0. �y h .1 <:>:<.:: SITE ;:5. ..• LOCATION •I:Onafu :•��' �a4 t•i. Y, :.qt. •I R' 3 a.l 0 "•i�{ice:�?.:••. „i I•V •Ii.' .,t 7 t { '•aG y, :4' f v. c: `so. :4 :•f e •P ':o af6r. I :::(•.- :.(•. y jw .iy v. i'c1�+�.r ::::• 4:- .......t....................::::. .f .:........ g, f F i•. t. a •; c. _ I/ •o. "7 0 R'.. •..• y ::Eke 5:: �s:: P Q M T u r a •"H�i f. r.. a: r :I Hi vr.t•.. pp lr' s :e.o •: P • ♦A Il � ,� ..�...:f , •{ 1• ! , `ice. Syr:i� I.! > ?)fC •�..` -,d.a; 'i •l. 't. 't. 1 .p a• ^N:w 4.� .i '1. t •n M •I 11 .: T' , . .. ........... ..•:i:;is ::`':�r::::'�?i�al t` D i •'V f � n ] I M FIGURE 6: Municipal "Wells - Zones of Contribution y . rj y 5.0 CONCLUSIONia y t�t � � �v'+:.:� ky[ ' .~! � c s,1 ' d •.- ,. . ,'.. •- .. ' -. .y. � HA , ° =flr��a � { �:f ,gam r:. '5``l Persons Conducting the Site Inspection and Fna lyres r a W t c rr ,Craig Saunders Hydrogeologist Saunders Associates'.`,, Groundwater Analytical Laboratory' 285 Main Street A3 . , n " Buzzards Bay, Massachusetts :.02532 5.2 Conclusions of the Inspections 'and Investigationsr`',3�� ' including any Limitation Thereto: No :record of present' or past handling, or storage yt ' of hazardous materials was reported. . "'The .:.tank ,'one ` site is well secured.in a weather-tight,. .cement -' r ` lined bunker. 2.' An area upgradient of the site once had under-' ground tanks. These tanks. were removed and soils 4 under the tanks showed no sign of leakage. A '`'`• monitoring well placed on the 80 Enterprise Road t site showed .no signs of hydrocarbons. + .. ..A y 3. A 55-gallon drum located south of the building showed no signs of leakage. The contents:of the drum should be identified and the: drum should be 'x taken to an appropriate disposal site. r C 7 REFERENCES 7 U Bri`ggs•xEngineerng, _May.'29, 1986, 21-E Site Assessment :for the e Troperty located-at 87 .Enterprise Road in .Hyannis, .LeBlanc, .Denis R., et al., 1986, Groundwater Resources `of Cape , ` Cod, Massachusetts', O.S.G.S. 'Hydrologic Investigations , J, Atlas`:HA-692. to `Oldale..,. R ' N.,. 1969, Seismic Investigations on Cape Cod, Martha's,' „ky S * i4. Vineyard and Nantucket, Massachusetts, U.S.G.S. Professional h>'. e Paper 650-B. w Saunders'. Associates, December 1987, .21-E Site .Assessment #,80 ., . Enterprise Way, Hyannis, Massachusetts. r 1 P _ H 8 a — Ip : 3 , SERVICE CONSTRAINTS 4 1 13, a t y ! 1 Much of ,the information provided in:this report pis ,based, upon personal interviews;.and research of;alxl ' available ;documents, records and maps;, heldby the�Q' appropriate .government and..:private .agencies This ° ` is subject to the limitations of historical''docu '. : mentation, availa and accuracy of pertinent �s } .bility ., records-, .and;the;:personal reco 1 lection. of those persons contacted. ~'2. An initial site investigation +`took into account,' .. , =,} the natural and ,man-made features of the site including any unusual or suspect phenomenon. These factors combined with the site's geology, ' hydrology, topography and past and present- land uses served as a basis for choosing a methodology. ? , and location for .subsurface exploration, as well s• ` as groundwater`_and subsurface soil sampling. . The . f subsurface data generated is meant as. a repre sentative overview of the site. y.:k fh 3. The location and analyses of soil, groundwater and; " i surface .water samples was based upon the same x ti> considerations listed in the above. The' samples que were analyzed for those parameters uto the site ,.as determined from the preceding site evaluation. ,t { eF, q '4 .. L my a4 A. b Y✓.8 i.:t ra a r ,'" .. _. Y `.:• � ;� t�, 1 fir: {e+ .e. h +.1, g y.. f 4 5+, .. k••. .A+x� F S'A �,r�„-��f:F Aj� r h " - 3 r g ^�R•ems a y1° i.a�)`�y :. 14 he ,y A�P P a Y ♦ 1 .. . M= $ fk Aft f 1 ..A x •ter r , � 1. �► ro ijM' UVtit.Yta6` � � L e �ww:ii 1 �w�i, X a: En -erprise 80,< EPMW 7� -iq.:�Q�i t,;; �a+• ' �, �5 r~�:�5��x r++, � Ft :�k x . sURF,ACE; tCRAPtiIC: 0 .E 5 C R I P T i O N SANPIE feet ltx INTERVAL i,� (probably fill) cobbly sand; bright' �, ``� s .•:;;; brown, medium to, coarse grain 15 L sp' sand; light brown, coarse-very coarse grain, . minor gravel h - .10 a t 15 20 1:s TOTAL DEPTH = 23 feet s: 25 4j , a. 77, Y , }r 4�' �'�r �" .+/\1 lam•J i� t <. trr < pwr ,p `,?, LAND � �•.'. y>v c i ,:.� 1 .,. ¢r r•�" f. h��t .. � �'�7 v�:' �'C M MO.IK W. EPMW 2 34 r 3a ". t, `PR'3�ECTt.Enterprise80. t 15 Sp *r.nn V� W aaj �P e r E 'SURFACE cRM++Ic D E S C R 1 P T 1.0 M siwPt.E s, IHTERVAC 9.5 fsa[ LOC t F `:'�•a cobbly sand; medium brown, medium-' f ° coarse grain, wet Y 5 'gib fM�'• •� .. � !: :S a 10 .�o��••• ' sand; medium brown,, coarse-very u,. coarse Y , 20 r TOTAL DEPTH = 20 feet .t u X���S�6�ISSOCTA'g5 � "� i a f} E .F'IELID L0S 0r 00itxas, s. F i � -`k �k 4'[ rL r.� xJy F - 'a _ # d� t's�w'z .� �,fi� j:'� 3• PrTH s Mio3ECTi #76. .Ente'rprise lgtltG:NO..t MW76 .D.E'S C I I P T ION SAHP�E ` SURf,ACE !GRAPf:IC S (.fa at `4 LOG`� .. _,� INTERVAL s�,,�.• �y.�s� ! sorted' a sand;. tan,': medium grain, well •" P s z tc t S :.• ' t } PD robabl backfll, 2 inch of frost p; 9P gravelly sand; mediumxv -coarse grain, ' ` a cobbles at 4 feet .:: Q ;r TOTAL DEPTH = S feet 10 d 1) Hand-augered boring. 2) Sample with stainless steel n ' well point sampler 15, �4 a S 20 r S , 2S • yr,. S Y 1.q' AT., r y Uf D1�1/ ANALYTIC 4 k }a 41, 258 Moin Street`A3.'Buzza ds"Baf N Telephone(617)759 4441 w ;, Saunders.,Associates Date .of Analysis: 0205 .88 Vineyard-,Haven, MA 02568 �. Sample ID; 76 Enterprise Way' MJ76 1 02-03-.88 Pr03.8802° _V, a , REPORT' OF ANALYSES ' EPA hIEiHODS 601 & 602 Pin-ge#Ue Halocarbons and Aromatics + -, Dichlorodifluoromethane Vinyl chloride N Chloromethane Chloroethane } Bromomethane k; Trichlorofluoromethane > 1,1-Di.chloroethene Methylene chloride ' trans-1,2-Dichloroethene 1,1-Dichloroethane Chloroform. 1,14-TYichloroethane Carbon tetrachloride Benzene 1` 2-Dichloroethane Zrichloroethene 1 2-Dichloro ro e ' P Pan Bromodichloromethane 2-Chloroethylvinyl ether , trans-1,3-Dichloropropene ' }Toluene cis-1,3-Dichloropropene 1,1,2-Trichloroethane Tetrachloroethene a `-Dibromochloromethane Chlorobenzene . , , Ethylbenzene Bromoform F 1 A,1,2;2-Tetrachloroethane 1,3-Dichlorobenzene ` `1,4-Dichlorobenzene 1,2-Dichlorobenzene ' Methyl tertiary Butyl Ether cis-1,2-Dichloroethene ' m+p .Xylenes o-Xylene t No 601 or 602 contaminants were detected. c All concentrations expressed in tg/L (PPB). €. Detection limits are_.2 PPB except where noted. Analyst: • ,` `Detection limit for this parameter is 10 PPB. , '`IYace indicates probable presence but below detection limit. ' I \I I /1 1/ I \.:,I `'t� I •I \I. \L� I I 258 Moin Street A3 Buzzards Boy MA02532 y Telephone(617)il759 4d41 %"� r x tryS l?1��LS �iSSGCld�e�" DaLe'of Analysis: » 12 02 87 ' t ;; RFD 372A ru 3' ? Vineyard Haven, MA 02568 Sample ID: EPMW 1 11-29 87 . " REPORT OF ANALYSES x r 4 z < � EPA MEMOD 601 Pur eabl .Halocarbons k Bromodichloromethane 1,2-Dichloroethane t, Bromoform 1,1-Dichloroethene Bromomethane trans-1,2-Dichloroethene il Carbon tetrachloride 1,2-Dichloropropana V Chlorobenzene cis-1,3-Dichloropropene : ,Chloroethane trans-1,3-Dichloropropene' r 1 2-Chloroethylvinyl ether Methylene chloride Chloroform IA 1,2,2-Tetrachloroethane ## t Chloromethane Tetrachloroethene r s 4 Dibromochloromethane 1,14-Trichloroethane Q-D1,3-Dichlorobenzene 1,1,2-Trichloroethane. Y � y ;. 1,4-Dichlorobenzene Trichloroethene 1,2-Dichlorobenzene Trichlorofluoromethane Dichlorodifluoromethane Vinyl chloride '. 1;1-Dichloroethane cis-1�2-Dichloroethene EPA ME1UD 602 - Purgeable Aromatics v Benzene : 1,3-Dichlorobenzene. ' Chlorobenzene 1,4-Dichlorobenzene , ' Ethylbenzene 1,2-Dichlorobenzene +` Toluene m+p Xylenes i o-Xylene ~ q No 601 or. 602 contaminants were. detected. F• ; All concentrations expressed in ug/1 (PPB). Analyst: 'Detection •limits are 2 PPB. .' "Trace"`'indicates probable presence but.below detection limits. .�- .. - ... 4. ., r;...- .. .... .... ��� l;�X , G( UU N DWATP�� A�IALYTICA� NC , r �' , fi'yfi sari et :.: - -'a3 ,i�•""' �a � � 258 Main Street A3, Buzzards Bay tvlA 025321 y Telca (517)75o C4G'1� ` 't _ Y,Saunders 'Associates y Date of.Analysis .12 0 Z 8 7� FD 2 A `{ .•lk r e -�'LLL L}'.�3�L11°�.;. •, ': .. .. .. ., .• J i "tiY �5< 1'"",3,qx� c� #�t'" �'�..F E:P Vineyard Haven, MA .02568 Sample ID.: r� o 11-29irt* � 4 ; .r s a - u iris 4�7 t . REPORT.OF ANALYSES µ EPA METHOD" 601 - Rneable.Halocarbons f Bromodichloromethane 1,2-Dichloroethane Bromoform: 1,1-Dichloroethene Bromomethane trans-1,2-Dichloroethene Carbon tetrachloride 1,2-Dichloropropane xrl 'Chlorobenzene cis-1 3-Dichloro ro ne P Pe, Chloroethane trans-1,3-Dichloropropene " e 2-Chloroethylvinyl ether Medthylene chloride ,. Chloroform a 111,2,2-Tetrachloroethane F Chloromethane Tetrachloroethene Dibromochloromethane 1,1,1-Trichloroethane 1,.3-Dichlorobenzene 1,112-Trichloroethane 114-Dichlorobenzene Trichloroethene 1,2 Dichlorobenzene Trichlorofluoromethane v , Dichlorodifluoromethane Vinyl chloride ° y - 1,1-Dichloroethane cis-1,2-Dichloroethene' EPA METHOD 602 - Purgeable Aromatics trace Benzene 1,3-Dichlorobenzene Chlorobenzene 1,4-Dichlorobenzene Ethylbenzene 1,2-Dichlorobenzene c trace Toluene trace m+p.Xylenes o-Xylene , t � a r F•j o 601: contaminants were detected.. , b All,.concentrations expressed in ug/1 .(APB). Analyst: Detection_limits are.2 PPB. r, u= "Trace."'indicates probable presence but below detection limits. y rn-- — jA Wo � (4{ h�-. S .' 2. d'{..� 1. 1. -�• ; La< a x Iv 1 es ;a x JT J�ZlKifi�lG1Y�[/LGj' (F1Pif1CP.j difUJJ(ICJKIJ��W l��v�Fa3 , 3 � 'AfT CERTIFICATION FOR CHEMICAL ANALYSIS OF WATERS LABORATORY Groundwater Analytical DATE: 09/25/•87 258 Ma'i n Street... Buzzards Bay, MA 02532 EXPIRATION DATE: 03/15/88 ,, y DIRECTOR: Wes Sanford _ ' PRIMARY PARAMETERS AND CATEGORIES (DRINKING WATERS) .79: s FULL CERTIFICATION: None at Present PROVISIONAL -CERTIFICATION: None at Present nl ., SECONDARY PARAMETERS AND CATEGORIES: _ pa x :. ' FULL CERTIFICATION: Volatile Halocarbons, Volatile Aromatics y a> PROVISIONAL CERTIFICATION: None at Present • r x Massachusetts Department of Environmental Quality Engineering will accept4. 7 'x results from all parameters and categories listed above. This certificate supercedes all previous certificates issued to this Laboratory,, a .. -Reporting of analyses other than. those authorized above shall be cause .for : E r to e 3 ' revocation :of. certification. r . O'riginal Certificate, not copies, must be displaged`in a prominent place at all � rY times.:: Certification subject to approval by OGC. 3 4 1° crt ;t Z r V F Jose E. O'Brien, Ph.D.` `:. Director, Laboratory Certification` . k For the ,Commissioner �t �100 00 thLK Q�wod�P�a� 1.887 1987 :a i.