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HomeMy WebLinkAbout0250 VINEYARD ROAD - Health 250 VINEYARDLROAD, 'tOTUIT.28, COTUI'i' A= �.flls�'�00�.� =��rt rt 95 Sea Robin Road,Marstons Mills �A t h I' 1� No. 4210 1/3 0 ESSELTE 10% + G TOWN OF BARNSTABLE LOCATION t 0 �tv V oe..a'-V� /, ,1 SEWAGE# OJ'7 — )01 VILLAGE ' ; ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY Sc�O OS 7 LEACHING FACILITY:(type) C,5r,�E�Qt (size) NO OF BEDROOMS, 0 OWNER `S L. ' 4 PERMIT DATE: 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 leach' facility) Feet FURNISHED BY ��. iY 31-S 3 4y--- 'ItTo13� s No.--- -- ---- - Fee------ -- -------- BOARD OF HEALTH TOWN OF BARNSTABLE Zipp[icat ion,forlVell Cootruct ion Permit Application is hereby made for a permtt to Co struct ( ), Alter ( ), or R;5a' (�')'a n indiv' ual Well Location — Adgess Assessors al�Tp and Parcel Owner Address Installer — Driller _ Address Type of Building Dwelling -- -- - -- - --- Other - Type of Building.----__—_____________ No. of Persons---------------------_—_.—_- —. Type of Well — Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed -- -®--- - -- - ---- C� d t Q Application Approved By ®_ _— /' ate Application Disapproved for the following rea s: ---_--_ ----- —__—_----_-- -- --- ------------- ---- w date ` -Vol Permit No. — —__ ____ Issued------ oq date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired (K by— �'' "�tt�ralll- v d� ----------------- ---- ----- Installer --------------- at__ J 1�P � � has been installed in acc rdance with the provisions of the Town of Barnstable Boar of He lth Pr' to Well Protection Regulation as described in the application for Well Construction Permit No.W --- =-�DTed---------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE______ --- -- - — -- Inspector--------------------------------- No.--------------- - Fee------,------------- • BOARD OF HEALTH TOWN OF BARNSTABLE application;forVell CongtructiollVermit Application is hereby made fora permj to Co struct ( ), Alter ( ), or Re air ( v)an individual Well 4 /Location — Address Assessors Map and Parcel Owner Address -----------------------------------------------------—- ---------------------------- Installer — Driller � Address Type of Building Dwelling-------------------------------------------------- Other - Type of Building--=-----------____-- No. of Persons---------------------------------___---- Type of Well— �/ �� _---------- ------ Ca acit Purpose of Well h/0_ ------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to ' place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed oi�"/tom Application Approved By date Application Disapproved for the following rea s:------___—_____-----_-------—------ ___________—__—___—__________ -- - date Permit No. — __-- Issued--------- -77/date ---------------------------------------------------------------- z ---------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliante THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired (K Installer — /' Sys at ------------—---—------------------------ ----- ----— — --- — has been installed in accordance with the provisions of-the Town of Barnstable Bo rWofelth PrT' to Well Protection Regulation as described in the application for Well Construction Permit No. -��D ted --------------_____ r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------- — - —-- Inspector----------------------------------- ------- ----------------- BOARD OF HEALTH TOWN OF BARNSTABLE A . r well Construct ion Permit No. - - Fee- --------- �� 1 Jl ; «/Permission is hereby granted—d -L_Kewer �,/.���—L�%s I� L�� ��'='� -- ------------- to Construct ( ), Alter ( ), or Repair ( 1-1-aYndividua W at: tl' 0. $treet` as shown on th�e�ag/pli ationf r Well 0 st tion Permit No.-- Dated ' - - - Board of Health DATE P -- --- — -- t r �S No. - --------- Fee--------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Zippiicat ion,f"or lVell Con5truct ion permit Application is hereby made for a permit to.�Co^nstruct ( ), Alter (✓), or Repair ( )an individual Well at: Loc lion — Address Assessors Map and Parcel Owner Address �� •'" ✓C�._ !tJ (� LT --------•----- Installer — Driller Address Type of Building Dwelling _! [[� _✓ % 3= —--- — Other - Type of Building----..--.---_-__-__ No. of Type of Well r'e1241 Ca aril Purpose of Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. --ate -- Application Approved date Application Disapproved for the following reasons: date Permit No.-* L� Issued---—------ ------------------------------------ date -------------------------------------------------------------------------------------------- ---------.. BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Comphance THIS IS TO CERSTIFY, That the Individual Well Constructed ( ), Altered Vl)', or Repaired ( ) L ma Installer at-_ t;/Wit/ Le _�� ----- --- - --- - --- -- - - --- - has been installed in acc dance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ----------------_-.-_Dated.-..-------.--.-------. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------- - --- Inspector----------------------------------- 1 No. - ---- Fee-------- ---�- -- BOARD OF HEALTH TOWN OF BARNSTABLE Application-for Vtll Con0tructionPermit 1, r t'orI ` t/ . Application is hereby made for a permit to Construct ( ), Alter ( c/� or Repair )an individual Well at: w Loc tion — Address Assessors Map and Parcel S ___---------- Owner Address -------S ---Ste' `—` /�' — J �—j !LJ w�— -- ' = — ----------------------- — ——— — —--------------------- � Installer — Driller U Address Type of Building Dwelling— /--------------------- Other - Type of Building--------____________: No. of y Type of Well—�2��±��_�_1 �l�i �R Capacity---- - - --— -- -- ---—--- Purpose of Well ---- - ------------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation'until a Certificate ,of Compliance has been issued by the Board of Health. Signed !- ��_ ------- -— -- -- -- •ate / Application Approved —- _ _ —_----- / --------- date Application Disapproved for the following reasons: date Permit No.-- � --�_—____-- - -- Issued------ -- - - -- - -— --- - date --------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered (�/), or Repaired ( ) Installerat t' —ki +ry k has been installed in acc dance with the provisions of the Town o '.Ba rnstable Board of Health Private Well Protection ' Regulation as described in the application for Well ConstructlonSS, hermit No. =----------------______Dated--------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL. SYSTEM WILL FUNCTION SATISFACTORY. DATE---- -- - Inspector----------------------------------- �Y dr W:rsa+ai•iY rbr r-�vOWlUlle.r�rai 'ato+r�r K.Yr w W�i rr r.r i r�r r'�YIiY.li'ri w�r Mw•r eM.af W kf 1Y.wii w�e»i r 2q 1+ii r.q.Jl�ai.iii s:ii ikir Gii:'e mr W zl�araE rm i�+ie�Yu 6 w as far-w�.�ea.5cae se 3e le:.eadr��i BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Con5truttion Permit No. - �-- Fee_ Permission is hereby granted— _� �•< x� Gov�� o?�F lr( �✓ !' p r----------------- -- -- O/'��6���• U 'I to Construct ( ), AbnerPF(/' '?Y' or Re air ( ) an Individual Well at: ------------------------------------------------------------ -- street — as shown on the application for a Well Construction Permit No.- re - t - - - -- ------------- ._.._...__ _ Board of Health DATE ---- -- Town o° Barnstable // De artm P# 't 4 A me of Regulatory Services 1 ��.� i< Public Health Division a� 200 Main Stircet,Hyannis MA 02601 Date Date Scheduled ✓ ��---- .Tfthe Pee Pd. '~ Soil Suitability Assessment o ewage Disposal. Performed By:�Ci/'� �: ' .,Witnessed By: Location Address �.00ATION& GENERAL INFORMATION 25.0 Vineyard Road*. Owner's Name Cotuit,.' MA, . Vineyard Road H erit age Tr Address . c/a Wingate Lloyd Assessor's Map/Parcel. Q 1 Q 6 6 45 0 0 CatlleClra Ave .l Engineer's Na W NEW CONSTRUCTION " me Washington, DC 2101.6 ..REPAIR _ Tele hone# BSC Grou Land Use'�,�'�Y!)�e,�lf� � u p P r Inc._ .7 7 8 8 919 Slopes(9Ir) Distances from: Open Watej Body2Cd. P •-=;_ Surface Stones -----_ft .Nossible Wei Area �ft. Drinking Water Well Drainage Way A)A'. R R` Property;tine _ fit other. SKETCH:(Street name,dimensions of lot,exact localfons of test holes.a<Pere tests,locate wetlands In proximity to hole s) OV � u� C'F•P. Parent material(geologic) vTtAr4S l�-' t . Depth to Bedrock Depth to Groundwater. Standing Water in Hole: 6)01\14r, . Weeping from Pit Face Estimated Seasonal High Groundwater 80T VF Wft47 DETERMINATION FOR SEA ONAL HIGH WATE Method Used: —�°Sf/ZV ts' R TABLE Depth Observed standing in obs.hole: Depth to weeping from side of obs.hole ~' `In.:..Depth to soil mottle: In. Index Well M Reading Date: Index Well level In. _.Groundwater Adjustment ft. Adj.factor Adj.Uroundwater Level Observation PERCOLATION TEST.. Data 1 5 7 xlma _L ? Hole 0 42t' ` t: 4n Depth of Pea Time at Tlmo•at W Start Pre-soak Time 4 ,---^ •. Time(90.61,�. . End Pre-soak J;3 0 Rate MinJlnch LZ— 4 �. .. Site Suitability Assessment: Site Passed Sit!Pailad: i Additional Testing Needed(YIN) Original: Public Health Division ",;�ql Observtit;on Hole Data To Be Completed.on sack-----=---- ***If percolation testis to be conducted withit '100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:�.SEPTICIPERCFORM.DOC .i DEEP.OBSERVATION HOLE LOG Hole# . Depth from Soil Horizon Soil Texture ' Surface(in.) (USDA) Soil Color Soil• Other (Munsell) Mottling (Structure,Stones;Boulders.' . y to v 1 . f- ,1VLj Gam° DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture f t, Solt Color Soil Other Surface(in.) USDA na 11 ( ). Mottling (Structure,Stones,Boulders. nsi en 96 C Ste® a lea 2 ,�,>y� D l v 25' Ir w DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Muoscll) Mottling (Structure.Stones,Boulders. ns stency,%Gravel) ID LA r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Boulders, Consistency, 2 3 t�OiY yivJ 2 /VD [ram i S ry Ix �n/Zo" -S#f•v d Flood Insurance Rate Man: Above 500 year flood boundary No' Within 500 year boundary No Yes ' Within 100 year flood boundary Now Yes i Death of Naturally Occurring Pervious Materlal' ` Does at least four feet of naturally occurring pervious material exist in all areas observed throughout thli area proposed for the soil absorption system? ' If not,what is the depth of naturally occuaing pervious material? Certification .. ` `I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,ex ertise nd experience described in 10 CMR 15.017 i�a d, Signature Date Q-. er nC w8RCF0RM.DOC ,ti Town o'/?Barn stable Department of Regulatory Services Public H-Pi lth'Divion si at 200 Main Sorel,Hyanola MA 02601 .•' Date Date Scheduled Fee Pd. !� v f Soil Suitabili Assessment or PerforntedB : ,.,,.JF Sewage Disposal: y lk ds � . `Witnessed By. LLOCATION& GENERAL INFORMATION' ' Location Address 2 5 0 'Vineyard Road :Owner'e Neine Cotuit;.' ,MA.. � A .e, V.ineyard Road1 :Heri age Tr j ddress . c/o Wingate 1,1'oyd Assessor's Map/Parcel p 1 rj�.0 .. 4500 Cathei ari a l�Ave.. Engineer's Name W' NEW CONSTRUCnON g J^1a5.hirigton' DC 2 016 REPAIR Tele honeN BSC Gr'OU Land Use' Re ANr— Q t�� Slopes 96j - j P P r Inc. ':7 7 8 $919 P ( Surface Stones 1V01V4 Distances from: Open Water Bod 2010�'f y tt .Possible Wei Area 't!'ft. Drinking Water Well Drainage Way R Pr*4 tine ✓�® fl Other. . ft SKETCH:(street name,dimensions of lot,exact locations of test holes et petc testa,Ioctitts wetlands Proximity o holes) n n pr unit t ea Q 't cr' . - b Parent material(geologic) i i Depth to Bedrock ` t Depth to Groundwater Standing Water in Hole:_ 0 • P Weeping from Pit Faee � Estimated Seasonal High Groundwater Aor ea6r Pt DETERMINATION FOR SEA ONAL HIGH WATER*TABLE Method Used: hI $Ry IF(, Depth Observed standing in obs.hole:' In,.. Depth to avll mottles:Depth to weeping from side of obs.hole: in. -- index Well N ReadingDate: in, .Oroundwmer Adjustment fr.Index Well level Ad).11►ctor„ _ Adj.Oroundwater Levei PERCOLATION TEST',. Dale 5 D7 Tina 0:�� Observation Hole N Thne at 9" V Depth of Pere Tlme at 6" --- Start Pre-soak Time® � ,;• - -----•-' '.'Time(9"•6"). �.....�..— End Prc-soak/0 �r 0 t,>. Rate Minitnch L 2 L Site Suitability Assessment: Sile Passed Site 0ailid: .: i Additional Testing Needed(YIN)_T_ Original: Public Health Division ObServat�on Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within•100'of wetland,you must first not the, Barnstable Consel'vation Division at least one(1) week prior to beginning. Q:IS EPTICIPERCFORM.DOC DEEP.OBSERVATION HO7�E LOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Soil. Other Surface(in.) (USDA) `' (Munsell) Mottling g (Structure,Scones;Boulders: . Consistency, b-/o" 04N� /o x DEEP OBSERVATION HO E LOG Hole# _ -120. Depth from Soil Horizon Soil Texture l Soil Color Soil Other Surface(in.) (USDA) (Munsell), Mottling (Structure,Stones,Boulders. s e % rta e� III 1 /O .�R '' : .r DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture . Soil Color Soil Other Surface(in.) (USDA) (Munsell Mottling i g (Structure.Stones,Boulders. . b r ®` Consistency e toll O" /U V�d DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA). (Munsell Mottling g (Structure,Stones;Boulders, Consistency. v-n" �. 23 z D 60 -. 37 'i- /26 /pv a 3 Ina —, Flood Insurance Rate May: Above S00 year flood boundary No_ .Yes • ( ' Within 500 year boundary No Yea Within too year flood boundary Nor yes L De th of Naturally Occurring Pervious Material' . Does at least four feet of naturally occurring pervious:material exist in all areas observed throughout the... i area proposed for the soil absorption system? Q If not,what is the depth of naturally occurring pervi6us matot'ial? Certirication .. I certify that on 1 .2 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training.expertise and experience described in 10 CMR 15.017. Signature ,yl Datb 3 �► QAAef r7C%PBRCPORM.DOC tH f IV Commonwealth of Massachusetts VS 100051424 L', Asbestos Notification Form ANF-001 DecalNumber Q r Important- A. Asbestos Abatement Description When filling out forma on the 1 a.is this mown,district, municipal housing g author facility fee exempt-city, i owner-occupied computer,use kY. only the tab Ivey residence of four units or less?❑Yes ❑No to move your cursor-do not b. Provide blanket decal number if applicable: cal Number use the return key' 2. Facility Location: WNGATE L D - 250 VINEYARD ROAD a. F =on: b t A 02636 (S08)428-6106 C.Cityd.State e.Zlp Code elephone umber INSTRUCTIONS 3. Worlcsite L a 1.All sections of this SAME BATH,DININ form must be a.Building Namelsui ding Location D.Building tr C.NNng d.Floor e.Room completed in order to comply with 4. Is the facility occupied? Yes ❑No DEP notification requirements of 310 CMR 7.15 5. Asbestos Contractor: and the Division 61 ENDICOTT ST BLDG 32 of Occupational AIR8AFE INC i Safety(DOS) a.Nam b•Add notification NORWOOD 17817623390 requirements of 453 CMR 5.12 c.C /Town d.Zi Code e.Telephone Number AC000464 g. Contract Type: ❑Written ❑Verbal 1.DOS License Number h.Facift Contact Person i.Contact P rson's Tide JAIME E AMAYA AS060847 6. a.Name of on-Site Su arvisor/Foreman b.Su sor/Forem n DOS cerliftation Number SAMUEL COHEN JAM060767 a.Name of Pro 0e nitor b. ro ect Mon tot WS Certificeflon Number ENVIROTEST LAB AA000126 a' a.Name of Anbestos AnahMeall Lab b.Asbestos Analytical Lab DOS umbor 02N 512007 ft-"J 5 2007 ° 9. a.Pmject Start Date(mm1dd13nffl1 D.End Date m/d 0 7:00-5:00 N c. or ours Mon-Fri. d. hours at un. 0 10. a. What type of project Is this? o ❑ Demolition ❑Renovation ❑Repair ❑ Other,please specify: b.Describe 11. a. Check abatement procedures: ° Glove bag ❑Eficapsulation o Enclosure ❑Disposal only Cleanup ❑Other, specify: ILINO.GLZ,TRANS t` ❑ Full containment b.Describe z 12, is the job being conducted: Indoors? ❑Outdoors? Q anf001ap.doc-10102 Asbestos Notification Form•Page/of 3 S Commonwealth of Massachusetts 100051424 Asbestos Notification Form ANF-001 Decal Number A. Asbestos Abatement Description (cont.) 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed, enclosed,or encapsulated: 0 740 a.Total pipes or ducts(linear-ft) otal offief su ao 8 u re c.Boller,breaching,duct,tank surface coatings � d.insulating cement red a.Corrugated or laye paper pipe Insulation Lin.tt, 3 f.TroNreVSprayer ooadnga . Un,ft. g.Spray-on fireproofing h.Transits board,wall board Lln.ft. I.Cloths,woven fabrics n. . j.Other,please spedy. 700 k.Thermal,solid core pipe WINW GLAZ,FLO Insulation Lin, q• i.Specify 14, Describe the decontamination system(s)to be used: 3 CHAMBER DECONTAMINATION FACILITY 15. Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CMR 6,14(2) 6 MIL POLY LABELLED DOUBLE BAGS 16. For Emergency Asbestos Operations,the DEP and DOS officials who evaluated the emergency: a,Name ot DEP Official .We c.Date mm/d of Authorization d.0EP Welver e.Name of DOS r.U05 Offlcial N 9.Date(mm/ddlyft o zat on h.DOS Waiver 0 17. Do prevailing wage rates as per M.G.L.c. 149, §26, 27 or 27A—F apply to this project? ❑Yes©No ° B. Facility Description N RESIDENTIAL 0 1. Current or prior use of facility: 0 2, Is the facility owner-occupied residential with 4 units or less? Q Yes ❑No SAME 3' a.Facility Owner Name b.Address o �o c.C /Town dd.Zi� e.Telephone Number area code and extension 4'2 a.Name of Facility Owners On-Site Manager b.On-Site Manager Address ®a c.Cityrrown d,Zip Code e.Telephone Number(area code and extension) anf001ap.doc-10102 Aabesloe Notification Form-P - --..... Commonwealth of Massachusetts 100051424 Asbestos Notification Form ANF-001 Decal Number B. Facility Description (cunt.) 5' a.Name of Gener I ConUador b_Address c.CI !Town d.Z Code e.Tele hone Number fares code and extension f.Conlractor's Worker's Comp.Insurer Poll Number h.Exp.Date mmld 6. What is the size of this facility? s.Square Feel b.Number of floors C. Asbestos Transportation and Disposal 1, Transporter of asbestos-containing material from she to temporary storage site(if necessary); AIR SAFE, INC. Note:Transfer a.Name of Transpoof b.Address Stations must comply with the c,City/Town d.Zip Code e.Telephone Number Solid Waste Division 2. Transporter of asbestos-containing waste material from removaUtem ra site to final disposal site; Regulations 310 ® po rY p CMR 19.000 AIR SAFE, INC a.Name of TrunwrWr b.Address c• !Town d.Z�J e.Telephone Number 3. a.Rehire Transfer Station and Owner � b.Address c.C own d.ZI Code e.Telephone Number 4, JA A L SALVAGE INC a.Final Disposal Site Location Name b.Final Disposal Site Location Owner's Name 11225 STATE ROUTE 45 LISBON c.Final I Site Address d.Chyfrown OH 4 2 M e,State f.Zip Code g,Telephone Number 0 D. Certification N The undersigned hereby states,under the DAVID F.WAL8H penalties of perjury, that he/she has read the b.Authorized Signature ° Commonwealth of Massachusetts regulations VICE PRESIDENT for the Removal, Containment or Encapsulation of Asbestos,453 CMR 6.00 and .� d.Date(MnVdd&VW) Po 762.ol tle AIR SAFE, INC.� 310 CMR 7.15,and that the Information contained in this notification is true and correct e.Teleohong Number f-ReBMnting to the best of his/her knowledge and belief. 161 ENDICOTT ST �o .Address !u. NORWOOD I 02062 h,CtWTown i.Zip Code anfootsp.doc•10/02 Asbestos NoiHicatlon Form•Page 3 of 3 I Air Safe, Inc. 61 Endicott Sheet,Bldg.32-1 Norwood,MA 02062 78I-762-3390 Experts In Asbestos and Mold Removal FAX TRANSMISSION DATE: a //a/, TOTAL NUMBER OF PAGES INCLUDING COVER: 4 TO: BARNSTABLE BOARD OF HEALTH FAX RECEIVING: 508-790-6304 PHONE 508- 862-4644 FAX SENDING: 781-762-2815 taa "Ni CD to i 4 , Thomas& Betts Corporation 452 John Dietsch Blvd. P.O. Box 2510 Attleboro Falls, MA 02763 (508) 699-9800 Facsimile (508) 695-8111 Thomas Oao,Befts April2, 1998 H. Gates Lloyd, II c/o Fritz Dietzgen 250 Vineyard Road Cotuit, Massachusetts 02635 Dear Mr. Lloyd: Enclosed please e abora ults of the analysis of your well water, which we recently sampled from your property 250 Vineyard Road in otuit, Massachusetts. The water samples were collected by GZA GeoEnvironmenta , nc. an an yze=y the Mitkem Corporation laboratory. �Chlor� ofo was found in your well water at a concentration of.L 9 parts per billion. This contaminant is not related-to the 106 Falmouth Road Site. These results were sent to the Massachusetts Department of Environmental Protection(DEP). We understand that the DEP generally advises that "there is currently no drinking water standard for chloroform in non-chlorinated water supplies. The Department's Office of Research and Standards has established a drinking water guideline for chloroform of 5.0 ppb in non-chlorinated water supplies. Chloroform is considered to be naturally occurring and ubiquitous throughout Cape Cod. Chloroform has also been associated with on-site septic systems." If you have any questions regarding chloroform, please call the Barnstable Board of Health or DEP. As you may recall, the contaminants of concern at the 106 Falmouth Road Site were industrial solvents and cleaners potentially related to historic operations at that facility. To test for such materials, the laboratory analyzes for the range of VOCs specified by the EPA's testing method. That is why the Laboratory Analysis Report covers such a long list of organic compounds. Beside the list of compounds are two columns of data. The first column shows the concentration of the compound in parts per billion (ppb) found in the water sample. The letters "ND" mean the compound was not detected. The second column shows the lowest level at which the laboratory could accurately quantify the compound We appreciate your allowing us to come in and test your water. If you have any questions, please do not hesitate to call Tom McShane at Thomas & Betts (508-699-9820). Sincerely, William O. Frigon Attachment: Laboratory Analysis Reports cc: Town of Barnstable Board of Health Mark Wood, DEP MITKENI CORPORATI ON i 'a,-I APR 02 1998 March 31, 1998 GZA GeoEnvironmental, Inc. u U 140 Broadway Providence, RI 02903 Attn: Ms. Hilary Fortune RE: Client Project#: 31751.13, Cotuit Well Sampling (IRA) Lab Project#: E0410 Dear Ms. Fortune: Enclosed please find the data report of the required analyses for the samples associated with the above referenced project. If you have any questions regarding this report, please call me. We appreciate your business. Sincerel Edward A. Lawler Laboratory Operations Manager 175 Metro Center Boulevard • Warwick, Rhode Island 02886-1755 • (401) 732-3400 • Fax (401) 732-3499 1232 East Broadway, Suite 210 • Ttempe, Arizona 85282 • (602) 303-9535 • Fax (602) 921-2883 email: mitkem@worldnet.att.net MITKEM CORPORATION Client: GZA GeoEnvironmental,Inc. Client Project: 31751.13, Cotuit Well Sampling (IRA) Lab Project: E0410 Date samples received: 3/27, 3/30/98 Project Narrative This data report includes the analysis results for ten(10) aqueous samples that were received from GZA GeoEnvironmental, Inc. on March 27,30 1998. Analyses were performed per specification in the Chain of Custody form. For reference, a copy of the Mitkem Sample Log- In form is included for cross-referencing the client sample ID and laboratory sample ID. All of the analyses were performed according to method specifications. The method blank associated with these volatile organic sample analyses contained low levels of common laboratory contaminants methylene chloride and 1,12-trichloro-1,2,2-trifluoroehtane. These compounds were also detected in several samples. Where they are detected in samples,their concentrations are flagged with a"B". No other unusual occurrences were noted during sample analysis. This data report has been reviewed and is authorized for release as evidenced by the signature below. Edward A. Lawler Laboratory Operations Manager ,' 001 I Data Qualifiers: J This flag indicates an estimated value due to either • the compound was detected at below the Reporting Limit,or estimated concentration for Tentatively Identified Compound B This flag indicates the analyte was also detected in the associated Method Blank D This flag indicates the analyte concentration was obtained from a diluted analysis E This flag indicates the analyte concentration exceeded the Calibration Range P This flag is used for Pesticides/PCB/Herbicide analyte when there is a greater than 50%difference for detected concentration between the two GC columns used for Primary and Confirmation analyses. The lower of the two values is reported in the Analysis Report. 00 MITKEINI CORPORATION Analysis Report: Purgeable Volatile Organics Client: GZA GeoEnvironmental, Inc. Analysis Date: 3/31/98 Client ID: RW-23 Concentration in: ug/L Lab ID: E0410-05 Dilution: 1 Analysis: Method 524.2 Reporting Analyte Results L DA Dichlorodifluoromethane ND 0.5 Chloromethane ND 0.5 Vinyl chloride ND 0.5 Bromomethane ND 0.5 Chloroethane ND 0.5 Trichlorofluoromethane ND 0.5 1,1-Dichloroethene ND 0.5 Methylene chloride ND 0.5 trans-1,2-Dichloroethene ND 0.5 1,1-Dichloroethane ND 0.5 2,2-Dichloropropane ND 0.5 cis-1,2-Dichloroethene ND 0.5 Bromochloromethane ND 0.5 Chloroform 0.9 0.5 ,1,1,1-Trichloroethane ND 0.5 Carbon tetrachloride ND 0:5 1,1-Dichloropropene ND 0.5 Benzene ND 0.5 1,2-Dichloroethane ND 0.5 Trichloroethene ND 0.5 1,2-Dichloropropane ND 0.5 Dibromomethane ND 0.5 Bromodichloromethane ND 0.5 cis-1,3-Dichloropropene ND 0.5 Toluene ND 0.5 trans-1,3-Dichloropropene ND 0.5 1,1,2-Trichloroethane ND 0.5 Tetrachloroethene ND 0.5 1,3-Dichloropropane ND 0.5 Dibromochloromethane ND 0.5 1,2-Dibromoethane ND 0.5 Chlorobenzene ND 0.5 1,1,1,2-Tetrachloroethane ND 0.5 Page 1 of 2 E0410-05 r CORPORATION Client ID: RW-23 Lab ID: E0410-05 Reporting Analyte Result Limit Ethylbenzene ND 0.5 Xylenes (total) ND 0.5 Styrene ND 0.5 Bromoform ND 0.5 IsopropyIbenzene ND 0.5 Bromobenzene ND 0.5 1,1,2,2-Tetrachloroethane ND 0.5 1,2,3-Trichloropropane ND 0.5 n-Propylbenzene ND 0.5 2-Chlorotoluene ND 0.5 4-Chlorotoluene ND 0.5 1,3,5-Trimethylbenzene ND 0.5 tert-Butylbenzene ND 0.5 1,2,4-Trimethylbenzene ND 0.5 sec-Butylbenzene ND 0.5 1,3-Dichlorobenzene ND 0.5 4-Isopropyltoluene ND 0.5 1,4-Dichlorobenzene N D 0.5 -4-,2 Dichlorobenzene ND 0.5 n-Butylbenzene ND 0.5 1,2-Dibromo-3-chloropropane ND 0.5 1,2,4-Trichlo robe nzene ND 0.5 Hexachlorobutadiene ND 0.5 1,2,3-Trichlorobenzene ND 0.5 Naphthalene ND 0.5 1,1,2-Trichloro-1,2,2-trifluoroethane ND 0.5 QC Batch: V580330A Surrogate Recovery: Bromofluorobenzene 91% 1,2-Dichlorobenzene-d4 97% ND= Not Detected " Single point calibration Page 2 of 2 E0410-05 i MITKENF CORPORATION Analysis Report: Purgeable Volatile Organics Client: GZA GeoEnviron mental, Inc. Analysis Date: 3/31/98 Client ID: TB (3/27) Concentration in: ug/L Lab ID: E0410-08 Dilution: 1 Analysis: Method 524.2 Reporting Analyte Results Llmit Dichlorodifluoromethane ND 0.5 Chloromethane ND 0.5 Vinyl chloride ND 0.5 Bromomethane ND 0.5 Chloroethane ND 0.5 Trichlorofluoromethane - ND 0.5 1 1-Dichloroethene ND 0.5 Methylene chloride 0.6 B 0.5 trans-1,2-Dichloroethene ND 0.5 1,1-Dichloroethane ND 0.5 2,2-Dichloropropane ND 0.5 cis-1,2-Dichloroethene ND 0.5 Bromochloromethane ND 0.5 Chloroform ND 0.5 1,1,1-Trichloroethane N D 0.5 Carbon tetrachloride ND 0.5 1,1-Dichloropropene ND 0.5 Benzene ND 0.5 1,2-Dichloroethane ND 0.5 - Trichloroethene ND 0.5 1,2-Dichloropropane ND 0.5 Dibromomethane ND 0.5 Bromodichloromethane ND 0.5 cis-1,3-Dichloropropene ND 0.5 Toluene ND 0.5 trans-1,3-Dichloropropene ND 0.5 1,1,2-Trichloroethane ND 0.5 Tetrachloroethene ND 0.5 1,3-Dichloropropane ND 0.5 Dibromochloromethane ND 0.5 1,2-Dibromoethane ND 0.5 Chlorobenzene ND 0.5 1,1,1,2-Tetrachloroethane ND 0.5 Page 1 of 2 E0410-08 ITKENI CORPORATION Client ID: TB (3/27) Lab ID: E0410-08 Reporting Analyte Result Limif Ethylbenzene ND 0.5 Xylenes (total) ND 0.5 Styrene ND 0.5 Bromoform ND 0.5 Isopropylbenzene ND 0.5 Bromobenzene ND 0.5 1,1,2,2-Tetrachloroethane ND 0.5 1,2,3-Trichloropropane ND 0.5 n-Propylbenzene ND 0.5 2-Chlorotoluene ND 0.5 4-Chlorotoluene ND 0.5 1,3,5-Trimethylbenzene ND 0.5 tert-Butylbenzene ND 0.5 1,2,4-Trimethylbenzene ND 0.5 sec-Butylbenzene ND 0.5 1,3-Dichlorobenzene ND 0.5 4-Isopropyltoluene ND 0.5 1,4-Dichlorobenzene ND 0.5 1,2-Dichlorobenzene ND 0.5 n-Butylbenzene ND 0.5 1,2-Dibromo-3-chloropropane ND 0.5 1,2,4-Trichlorobenzene ND 0.5 Hexachlorobutadiene ND 0.5 1,2,3-Trichlorobenzene ND 0.5 Naphthalene ND 0.5 1,1,2-Trichloro-1,2,2-trifluoroethane 0.7 B 0.5 QC Batch: V5B0330A Surrogate Recovery: Bromofluorobenzene 94% 1,2-Dichlorobenzene-d4 102% ND= Not Detected ' Single point calibration Page 2 of 2 E0410-08 MITKEM CORPORATION Analysis Report: Purgeable Volatile Organics I Inc. Client: GZA GeoEnvironmenta, Analysis Date: 3/30198 Client ID: Concentration in: ug/L Lab ID: Method Blank, V5130330A Dilution: 1 Analysis: Method 524.2 Reporting n a lyte Results LilaA Dichlorodifluoromethane ND 0.5 Chloromethane ND 0.5 Vinyl chloride ND 0.5 Bromomethane ND 0.5 Chloroethane ND 0.5 Trichlorofluoromethane ND 0.5 1,1-Dichloroethene ND 0.5 Methylene chloride 0.4 J 0.5 trans-1,2-Dichloroethene ND 0.5 1,1-Dichloroethane ND 0.5 2,2-Dichloropropane ND 0.5 cis-1,2-Dichloroethene ND 0.5 Bromochloromethane ND 0.5 Chloroform ND 0.5 1,1,1-Trichloroethane ND 0.5 Carbon tetrachloride ND 0.5 1,1-Dichloropropene ND 0.5 Benzene ND 0.5 1,2-Dichloroethane ND 0.5 Trichloroethene ND - 0.5 1,2-Dichloropropane ND 0.5 Dibromomethane ND 0.5 Bromodichloromethane ND 0.5 cis-1,3-Dichloropropene ND 0.5 Toluene ND 0.5 trans-1,3-Dichloropropene ND 0.5 1,1,2-Trichloroethane ND 0.5 Tetrachloroethene ND 0.5 1,3-Dichloropropane ND 0.5 Dibromochloromethane ND 0.5 1,2-Dibromoethane ND 0.5 Chlorobenzene ND 0.5 1,1,1,2-Tetrachloroethane ND 0.5 2 Page 1 of 2 E0410-MB CORPORATION Client ID: Lab ID: Method Blank, V5B0330A Reporting Analyte Result Ll 3A Ethylbenzene ND 0.5 Xylenes (total) ND 0.5 Styrene ND 0.5 Bromoform ND 0.5 Isopropylbenzene ND 0.5 Bromobenzene ND 0.5 1,1,2,2-Tetrachloroethane ND 0.5 1,2,3-Trichloropropane ND 0.5 n-Propylbenzene ND 0.5 2-Chlorotoluene ND 0.5 4-Chlorotoluene ND 0.5 1,3,5-TrimethY(benzene ND 0.5 tent-Butylbenzene ND 0.5 1,2,4-Trimethylbenzene ND 0.5 sec-Butylbenzene ND 0.5 1,3-Dichlorobenzene ND 0.5 4-Isopropyltoluene ND 0.5 1,4-Dichlorobenzene ND 0.5 1,2-Dichlorobenzene ND 0.5 h-Butylbenzene ND 0.5 1,2-Dibromo-3-chloropropane ND 0.5 1,2,4-Trichlorobenzene ND 0.5 Hexachlorobutadiene ND 0.5 1,2,3-Trichlorobenzene ND 0.5 Naphthalene ND 0.5 1,1,2-Trichloro-1,2,2-trifluoroethane 0.6 0.5 QC Batch: V5B0330A Surrogate Recovery: Bromofluorobenzene 93% 1,2-Dichlorobenzene-d4 99% ND= Not Detected *Single point calibration U - 4 Page 2 of 2 E0410-MB MITKEM CORPORATION Lab Project#: E0410R1 Client Name: GZA GeoEnvironmental, Inc. Client Proj #: 31751.13 Logged In By: Client PO#: 3-01096 Project Name: Cotuit Well Sampling (IRA) Reviewed By: Date Due: 3/31/98 Total Price: $ - Date: �—31�� Time: 0 ?O Project Mgr: PAS Salesman: PAS Del Req'd: NA Completed?: YES Lab ID Client ID Matrix Analysis Sampled Received TPH IR_ BNA Herb P[P M�st Mgt V-GC V-MS -01 RW-1 AQ 524.2 3/27/98 3/27/98 1 -02 RW-7 AQ 524.2 3/27/98 3/27/98 1 -03 RW-24 AQ 524.2 3/27/98 3/27/98 1 -04 RW-17 AQ 524.2 3/27/98 3/27/98 1 -05 RW-23 AQ 524.2 3/27/98 3/27/98 1 -06 RW-18 AQ 524.2 3/27/98 3/27/98 1 -07 RW-8 AQ 524.2 3/27/98 3/27/98 1 -08 TB (3/27) AQ 524.2 3/27/98 3/27/98 1 -09 RW-15 AQ 524.2 3/28/98 3/30/98 1 -10 TB (3/28) AQ 524.2 3/28/98 MOM 1 C PT H IR >N Hgr4 PIP )Yd Mgt V-G V-MS &h N 0 0 0 0 0 0 0 0 10 0 CA 3/31/98 9:52 AM Page 1 of 2 Lab Project#: E0410 MITKEM CORPORATION Lab ID Client ID Matrix Analysis Price Sampled Received TPH IR B_NA Ruh P1P Wtt Mgt V-GC -MS Suit NOTES: R1 riotsade ORIGINAL REPORT GOES TO: INVOICE GOES TO: ADDITIONAL REPORT GOES TO: GZA GeoEnvironmental, Inc Attn: Hilary Fortune Same None 140 Broadway Phone: 401 421-4140 Providence,RI02903 Fax: 461 751-8613 G /31/98 9:52 AM Page 2 of 2 Lab Project#: E0410 WHITE COPY-Original YELLOW COPY-Lab Files PINK COPY-Project Manager W.O. # CHAIN-OF-CUSTODY RECORD (for lab use only) ANALYSES REQUIRED Sample DatelTime Matrix N u ; I.D. a m s '� � s A=a, r ` m" 8 Total (Very Important) GW=G,ouna W. 4 m e a N '- 0 #of Note SW=Sunaca d. o 2 WW=Wane W. 4 a .� m m N Cont. # DW=Ddnk,ng W. n C,he,(sp-y) -� _ -� -� Rev - I 3 17 48�t3'.35 17 W ✓ �` P�I,A) - ►6'.oa Gov ✓ tJ- 1-4- p Yid .��V— 23 ,� � l2•.02 Dv� ✓ Rvv- tS / ly :zs GW io DVV PRESERVATIVE (CI-HCI,N-HNO3,S-H2SO4,Na-NaOH,O-Other)' CONTAINER TYPE (P•Plaslic,G-Glass,V-Vial,T-Tellon,O-Other)' 44— .-WELINQUISHED BY: (Affiliation) DATEITIME RECEIVED BY: (Affiliation) NOTES: Preservatives,special reporting limits,known contamination,etc.: , v Q (Unless otherwise noted,all VOA vials have been preserved w/1:1 HCL.) RELINQUISHED BY: (Affiliation) DATE/TIME EI BY:(Affiliation) et�J 6 st � y /L �'-wa / Tuzec� Dti 3 , 9 s- T ��� -)r ` u-u. ;X0- 9- RELINQUISHED BY: (Affiliation) DAT /TIME RECEIV BY:(Affiliation) oe�e�:r�t� PROJECT MANAGER: A. EXT: TURNAROUND TIME:❑Standard /Rush Days,Approved by: � Sene-cj GZA FILE NO. 3 t I 13 P.O. N.O. GZA GEOENVIRONMENTAL, INC. ENGINEERS AND SCIENTISTS PROJECT COTUI T WILL:S ti PLI ti 140 Broadway PROVIDENCE,RI 02903 LOCATION I;OTy IT-, h& . (401)421-4140 _ FAX(401)751-8613 COLLECTOR(S) tA5./F16157/wTt- SHEET I OF�_ WHITE COPY-Original YELLOW COPY-Lab Files PINK COPY-Project Manager W.O. # (for lab use only) CHAIN-OF-CUSTODY RECORD ANALYSES REQUIRED Sample Daterrime Matrix a 'u m — a m I.D. i s=sou "= g m - 8 Total - � �- _ (Very Important) GW=G ound W. m e a `� '- - It of Note sW=s.eaca W. n WW=Was�.w. - y u ir _ - Cont. Y DW=06 king W. n s o y�! m i u a d O h.,1pecayl ] = u -, g 3 a i r S f to •�{in/-i S a z�qs pro;'zo G� ✓ 3 Tg Lt'"'P bluer✓ Vv o� PRESERVATIVE (Cl-HCI,N-HNO,,S-H=SO,,Na-NaOH,O-Other)' CONTAINER TYPE (P-Plastic,G-Glass,V-Vial,T-Tellon,O-Other)' R I UISHED BY:(Affiliation) DATE/TIME RECEIVED BY:(Affiliation) NOTES: Preservatives,special reporting limits,known contamination,etc.: (Unless otherwise noted,all VOA vials have been preserved w/r1:1 IHCL.) RE IN HED BY:(Affiliation DATE/TIME , RECEIV D BY:(Affiliation) RELINQUISHED BY: (Affiliation) DATE/TIME IVED BY: (Affiliation) PROJECT MANAGER: T'y'T--TLh�C' EXT: 3 I Zb TURNAROUND TIME:❑Standard ❑ Rush Days,Approved by: GZA FILE NO. ;5 t 416I 13 P.O. N.O. 3 - 0109 fo GZA GEOENVIRONMENTAL, INC. \ ENGINEERS AND SCIENTISTS PROJECT Cr)TU tT(Je—,L�54,A uA-IKY,- � �1 140 Broadway �.,� PROVIDENCE,RI 02903 LOCATION �� JIT, MA. (401)421-4140 J 'f FAX(401)751-8613 COLLECTOR(S) W �7U,Je 44 • i7OI2-T00c--- SHEET_ OF�_ I MITKEM CORPORATION Sample Condition Form Paget Received By: Reviewed By: Date: J_f" IMITKEM Project: a Client Project: w t(t Client: &per Sample ID Preservation (pH) Comments/Remarks/ Condition: Lab Client HNO3 H2SO4 HCI NaOH Corrective Action* J 1) Custody Seal(s) Presen Absent Cooler /Bottles �3 Intact/Broken `J 3 2) Custody Seal Number(s) AI _p 3) Chain-of-Custody Presen bsent 4) Cooler Temperature Coolant Condition 5)Airbill(s) Presen bsen Airbill Number(s) 6) Sample Bottles Inta Broken Leaking 7) Date Received 8) Time Received 9) Project Due Date • I * See Sample Condition Notification/Corrective Action Form yes MITKEM CORPORATION Sample Condition Form Pagd�2bf r�' Received By: Reviewed By: Date: 3 3 a C MITKEM Project: l b Client Project: Client: Sample ID Preservation (pH) Comments/Remarks/ Condition: Lab Client HNO3 H2s04 HCI NaOH Corrective Action* w 1) Custody Seal(s) Presen .Absent -ID ooler /Bottles c Broken 2) Custody Seal Number(s) 3) Chain-of-Custody Prese Absent 4) Cooler Temperature Coolant Condition 5)Airbill(s) Prese /Absent Airbill Number(s) 6) Sample Bottles Intact Broken Leaking; 7) Date Received 8) Time Received 9) Project Due Date See Sample Condition Notification/Corrective Action Form yes/no 0 J 0 Last Page of Data Report - 31 • MAILING LIST FOR 106 FALMOUTH ROAD SITE-MASHPEE,MASSACHUSETTSC DATE: / FILE NO.------------ 7S DOCUMENT• ADDRESSEE "reg.cc:" "blind cc:" VIA SENT Massachusetts Dept.of Environmental Protection - Southeast Regional Office 20 Riverside Drive ; Lakeville assachusetts 02347 : Mr.Gerard Martin,Acting Chief Attn: Mr.Mark Wood,Project Manager Massachusetts Department of Public Health Environmental Health Assessment 250 Washington Street,7'Floor Boston,Massachusetts 02108 Attn: Ms.Elaine Kroueger,Chief,Environmental Toxicology Mashpee Board of Health 16 Great Neck Road Mashpee,Massachusetts 02649 Attn: Mr.Elias McQuaid,Chairperson Mashpee Board of Selectmen P.O.Box 1108 16 Great Neck Road Mashpee,Massachusetts 02649 Attn: Ms.Judith Mills,Chairperson Mashpee Water District P.O.Box 1543 Mashpee,Massachusetts 02649 Attn: Mr.Dave Rich Mashpee Public Library P.O..Box 657 Mashpee,Massachusetts 02649 Barnstable County Dept.of Health and the Environment Superior Court House P.O.Box 427 Barnstable,Massachusetts 02630 Attn: Mr.Stetson Hall Barnstable Board of Health Attn: Thomas&Betts Corporation 452 John Dietsch Blvd. Attleboro Falls,Massachusetts 02763 Attn:Mr.William Frigon Thomas&Betts Corporation / 1555 LJJ��nnfield Road ✓� N,-. D Menttis,Tennessee 38119 VV Attn:Mr.Om Chopra /y Hale&Dorr 1455 Pennsylvania Avenue / Washington,DC 20004 Attn: Mr.Jeffrey J.Davidson,Esq. Willowbend Development Corporation 130 Willowbend Drive Mashpee,Massachusetts 02649 Attn: Mr.Bruce A.Besse,Jr.,V.P. IN-HOUSE COPIES Michael A.Powers,P.E.,LSP Hilary Downes Fortune,P.G. File Copy rOD9 e j:jobslenvl3l751-I.mapladres-3.doc .3 COTUIT WELL SAMPLING PROGRAM This well sampling work plan was prepared by GZA GeoEnvironmental, Inc. for the Thomas & Betts Corporation (T&B). The plan was prepared to describe how certain residential wells in Cotuit, Massachusetts will be tested for Volatile Organic Compounds G� (VOCs). The program is part of an ongoing study being conducted pursuant to the Massachusetts Contingency Plan ("MCP") and in coordination with the Massachusetts Department of Environmental Protection ("DEP"), and is designed to meet all applicable state standards. PURPOSE The purpose of, this sampling program is to provide additional information related to groundwater contamination associated with the former Augat manufacturing facility in Mashpee. The specific purpose of this work plan is to describe: (1) how wells were selected for sampling; (2) how samples will be collected and transported; (3) how samples will be analyzed; and (4) how the results of the testing will be documented and reported. The testing program is intended to provide information which will identify an unanticipated condition. Beyond this sampling program, ongoing and additional studies will be aimed at better defining the discharge location of the contaminated groundwater which is found beneath portions of the 106 Falmouth Road Site in Mashpee, and will help establish the long-term monitoring program required to confirm the identified discharge location(s). BACKGROUND Groundwater contaminated with volatile organic compounds (VOCs), primarily trichloroethene (TCE), tetrachloroethene (PCE), 1,1,1-trichloroethane (TCA), and associated degradation products, was found at the 106 Falmouth Road Site in Mashpee, Massachusetts in 1997. T&B has assumed responsibility for compliance with MCP procedures with respect to that contamination. The vertical and horizontal extent of that groundwater contamination has been well delineated from just south of Falmouth Road (Route 28) to the edge of Shoestring Bay. Based on the geometry of the aquifer and the Bay, and well-established geohydrological principles, it was initially estimated that the contaminated groundwater discharged to Shoestring Bay in the immediate vicinity of Bryant's Point. Subsequent detailed piezometric studies found that the groundwater discharge mechanism is more complex. Based on measured hydraulic heads and inferred hydraulic parameters, we now believe that the VOCs are discharging, or will discharge, to Shoestring Bay at locations more distant from shore than originally estimated. Although very unlikely, there is a possibility that at least a portion of the groundwater flow beneath Shoestring Bay also flows beneath Cotuit. Page 1 of 3 Because the discharge location has not yet been fully defined, and based on technical discussions with the DEP, T&B has elected to undertake a one-time testing of certain residential water supply wells in Cotuit for VOCs. This work plan describes that sampling and analysis program. It is noted that, because of the observed geohydrological conditions, the distances of the subject wells from the Site, and the earliest possible date of a release of VOCs, it is highly GZX unlikely that Site-related VOCs will be found in groundwater beneath Cotuit. We also emphasize that the sampling and analysis program detailed in this work plan is only a part of T&B's ongoing effort to be sure historical releases of VOCs pose no unacceptable risk to human health or the environment. Additional tasks to better delineate the discharge location of Site-related VOCs continue to be performed as part of an evaluation of the Site's Class C Response Action Outcome (RAO). SELECTION OF RESIDENTIAL WELLS Based on published geologic information[, the identified groundwater flow path at the 106 Falmouth Road Site, and topographic features in Cotuit, it is evident that if groundwater from the_Site passes beneath Shoestring Bay to beneath Cotuit, it does so in the vicinity of Fullers Marsh. We selected 20 residences which utilize private drinking water wells in the area of Fullers Marsh from a map depicting properties serviced by the Cotuit Water Company2. It is our intent to sample and test all 20 of these wells. SAMPLE COLLECTION We will make good faith efforts to contact owners at each of the identified 20 properties. With the permission of the owner, we will draw a sample of water from a cold water tap within the home. To the extent practical, we will observe the plumbing system so that samples are collected before any water treatment systems, and we will obtain whatever information the owner has on the construction of the well. The water will be run vigorously for a minimum of 15 minutes or until two volumes of any holding tank are withdrawn. This is to help ensure that the sampled water has not been in residence in the house's plumbing system for an extended duration. The sample will be collected by running the water gently (without an aerator) into new 40 ml glass vials, preserved with hydrochloric acid to a pH <2, and sealed with caps equipped with a teflon septum. The vials will be uniquely labeled, in the field, using a project code, placed on ice, and transported to the selected laboratory under chain-of-custody within 48 hours of collection. A trip blank will be transported in each cooler, and provided to- the Use of Particle trackingto o improve Numerical Model Calibration and to Analyze Groundwater Flow and Contaminant Migration,Massachusetts Military Reservation,Western Cape Cod,Massachusetts. USGS Open-File Report 96-214, 1996. 2 Map of Parcels with Connections to the Cotuit Water Company in the Poponessett Bay Area. Barnstable G.I.S. Unit G.M.C. 1/21/98. Page 2 of 3 c laboratory for testing. Additional QA/QC procedures will include the collection of two or more samples for analysis as blind duplicates. SAMPLE ANALYSES Samples will be analyzed by EPA Method 524.2 by an independent laboratory certified in Massachusetts using contract laboratory procedures. rjZx REPORTING GZA will compile the analytical results in a table, identifying each constituent found above its laboratory method detection limit. We will also compare these data to those compounds which have been found at the 106 Falmouth Road Site. The table will be supplemented with a brief report which will describe the sampling procedures and provide complete copies of the actual laboratory Certificates of Analysis. Each homeowner will be provided a copy of the Certificate of Analysis and a letter providing an appropriate description of the laboratory's analysis of the sample collected from their well. SCHEDULE Contingent upon homeowners' availability, the sampling will be conducted over a period of three days, from March 27 to March 30, 1998. The distribution of results to homeowners will occur within a week of sampling. The final report will be provided to the DEP, local officials and homeowners on or before April 10, 1998. gAjobs\env\3175I-L.map\cotuiftorkplan.doc Page 3 of 3 ' c Thomas&Betts Corporation 401-- 452 John P.O. Box 5ie sch Blvd. t Attleboro Falls,MA 02763 (508) 699-9800 Facsimile(508) 695,8111 Thomas W eft ��j ' ZI VU; eve March 20, 1998 MAR 23 1998 �- TOWry OF HEALT H DEFT.H DEPTABLE � Dear(Homeowner): 8 Just over a year ago,Thomas & Betts acquired Augat Inc. which operated a manufacturing facility in your neighboring town of Mashpee. Augat conducted manufacturing operations at its facility, located at 106 Falmouth Road, from the late 11960's until the plant was retired in December 1996. Upon closing the plant, Augat began a standard assessment of their property to determine if there was any historical industrial contamination at the site. Groundwater at the facility was found to be contaminated with volatile organic compounds associated with the use of industrial cleaning solvents. Since then, Augat, and subsequently Thomas & Betts, have been conducting a full technical investigation to resolve any potential environmental issues. As an extension of this investigation,Thomas & Betts is now requesting your permission to take a sample of water from your well at(address). That sample will be analyzed for volatile organic compounds. If you agree to participate, you will be provided with a copy of the laboratory results within roughly a week of the sampling. Obviously, this testing will be done at no charge to you. The purpose of this testing is to provide additional information for the on-going study related to the groundwater contamnation that was found at the former Augat facility in Mashpee. Based upon the current facts and the professional opinion of our Licensed Site Professional and our engineering consultants, Thomas & Betts believes that the contamination originating at the former Augat facility has or will discharge into Shoestring Bay. The quantities of contaminants released to the Bay are expected to be so small that they will present no significant risk to the Bay or the environment. However, although very unlikely, there is also a possibility that at least a portion of the groundwater flowing beneath Shoestring Bay may also flow beneath Cotuit. Therefore, as a precautionary measure and as part of our complete hydrogeological assessment, Thomas & Betts, in coordination with the state Department of Environmental Protection, would like to sample certain residential wells including your own. Of course, if this data suggests any need for concern or follow-up action, we will irrunediately contact you directly. A more detailed description of the sampling program which we have outlined to the state DEP is attached. Page Two A representative of Thomas &Betts.will be calling you in the next few days to further answer any questions and hopefully to schedule a convenient time to take the water sample. In the meantime, should you wish to contact us,please call Tom McShane at(508) 699-9820. Thank you in advance for your cooperation. Sincerely, William O. Frigon Manager Corporate Environmental, Health & Safety Attachments: Well Sampling Work Plan - Area Map cc: Massachusetts Department of Environmental Protection I GZA Engineers and Principals: GeoEnvironmental,Inc. scientists John P.Hartley, District Office Manager Michael A.Powers,RE.,L.S.P. David R.Carchedi,Ph.D.,P.E. John J.Spirito,P.E.,L.S.P. Philip P.Virgadamo,P.E.,L.S.P. March 20, 1998 Russell J.Morgan,P.E. File No. 31751.1 Mr. Mark Wood Z Department of Environmental Protection 1 3 � cfzx 20 Riverside Drive 1�1+ Lakeville, Massachusetts 02347 Rf� ED Re: Immediate Response Action Work Plan MAR 2 6 1998 106 Falmouth Road Site TOWNOFBARNSTMLE Mashpee, Massachusetts (RTN 4-11904) �� "EALTNDEPr. J 140 Broadway `` Providence Dear Mr.Wood: 10 Rhode Island 02903 8 '/ 401-421.4140 FAX 401-751-8613 GZA GeoEnvironmental, Inc. prepared the attached Immediate Response Action (IRA) work plan for the 106 Falmouth Road Site in Mashpee, Massachusetts. We are submitting this document on behalf of our client, the Thomas & Betts Corporation (T&B), in accordance with 310 CMR 40.0420. We believe this document provides the information you require. If you have any questions, please do not hesitate to call us at(401)421-4140. Very truly yours, GZA GEOENVIRONMENTAL,INC. Hilary Do nes Fortune, P.G. Mi ael A. Powers, P.E.,LSP A Subsidiary of GZA Seni oject Manager Se for Principal GeoEnvironmental Technologies,Inc. Attachments: BWSC-105: IRA Transmittal Form IRA Work Plan cc: Town of Mashpee Board of Health Town of Mashpee Board of Selectmen Mashpee Public Library Barnstable County Department of Health ,/Town of Barnstable Board of Health Cotuit Water Company William Frigon,T&B i 1:VOBS\ENV\31751-I.MAP\COTUI7VRA-LET.DOC An Equal Opportunity Employer NVFN/H IMMEDIATE RESPONSE ACTION (IRA) WORK PLAN This document is an Immediate Response Action (IRA) Work Plan. It was prepared by GZA GeoEnvironmental, Inc. for the Thomas & Betts Corporation (T&B). PURPOSE The purpose of this IRA is to provide additional information related to groundwater contamination associated with the 106 Falmouth Road Site (the Site) in Mashpee, Massachusetts. The specific purpose of this work plan is to describe: (1) how wells were selected for sampling; (2) how samples will be collected and transported; (3) how samples will be analyzed; and (4) how the results of the testing will be documented and reported. The testing program is intended to provide information which will identify an unanticipated condition. Additional studies will be aimed at better defining the discharge location of the contaminated groundwater which is found beneath portions of the 106 Falmouth Road Site, and will help establish the long-term monitoring program required to confirm the identified discharge location(s). BACKGROUND Groundwater contaminated with volatile organic compounds (VOCs), primarily trichloroethene (TCE), tetrachloroethene (PCE), 1,1,1-trichloroethane (TCA), and associated degradation products, was found at the 106 Falmouth Road Site in Mashpee, Massachusetts. T&B has assumed responsibility for compliance with MCP procedures with respect to that contamination. The vertical and horizontal extent of that groundwater contamination has been well delineated from just south of Falmouth Road (Route 28) to the edge of Shoestring Bay. Based on the geometry of the aquifer and the Bay, and well-established geohydrological principles, it was initially estimated that the contaminated groundwater discharged to Shoestring Bay in the immediate vicinity of Bryant's Point. Subsequent detailed piezometric studies found that the groundwater discharge mechanism is more complex. Based on measured hydraulic heads and inferred hydraulic parameters, we now believe that the Site VOCs are discharging, or will discharge, to Shoestring Bay at locations more distant from shore than originally estimated. Although very unlikely, there is a possibility that at least a portion of the groundwater flow beneath Shoestring Bay also flows beneath Cotuit. Because the discharge location has not yet been fully defined, and based on technical discussions with the DEP, T&B has elected to undertake a one-time testing of certain residential water supply wells in Cotuit for VOCs. This IRA work plan describes that sampling and analysis program. Page 1 of 3 It is noted that, because of the observed geohydrological conditions, the distances of the subject wells from the Site, and the earliest possible date of a release of VOCs, it is highly unlikely that Site-related VOCs will be found in groundwater beneath Cotuit. We also emphasize that the sampling and analysis program detailed in this work plan is only a part of T&B's ongoing effort to be sure historical releases of VOCs pose no unacceptable risk to human health or the environment. Additional tasks to better delineate the discharge location of Site-related VOCs will be performed as part of an evaluation of the Site's Class C RAO. SELECTION OF RESIDENTIAL WELLS Based on published geologic informations the identified groundwater flow path at the 106 Falmouth Road Site, and topographic features in Cotuit, it is evident that if groundwater from the Site passes beneath Shoestring Bay to beneath Cotuit, it does so in the vicinity of Fullers Marsh. We selected 20 residences which utilize private drinking water wells in the area of Fullers Marsh from a map depicting properties serviced by the Cotuit Water Company2. It is our intent to sample and test these 20 wells. SAMPLE COLLECTION We will make good faith efforts to contact owners at each of the identified 20 properties. With the permission of the owner, we will draw a sample of water from a cold water tap within the home. To the extent practical, we will observe the plumbing system so that samples are collected before any water treatment systems, and we will obtain whatever information the owner has on the construction of the well. The water will be run vigorously for a minimum of 15 minutes or until two volumes of any holding tank are withdrawn. This is to help ensure that the sampled water has not been in residence in the house's plumbing system for an extended duration. The sample will be collected by running the water gently (without an aerator) into new 40 ml glass vials, preserved with hydrochloric acid to a pH <2, and sealed with caps equipped with a teflon septum. The vials will be uniquely labeled, in the field, using a project code, placed on ice, and transported to the selected laboratory under chain-of-custody within 480 hours of collection. A trip blank will be transported in each cooler, and provided to the laboratory for testing. Additional QA/QC procedures will include the collection of two or more samples for analysis as blind duplicates. SAMPLE ANALYSES Samples will be analyzed by EPA Method 524.2 by a laboratory certified in Massachusetts using contract laboratory procedures. r r of Particle tracking tQ iraQrove Numerical MQdel Calibration and to Analyze Groundwater Flow and Contaminant Migration,Massachusetts Military Reservation,Western Cape Cod,Massachusetts, USGS Open-File Report 96-214, 1996. 2 Map of Parcels with Connections to the Cotuit Water Company in the Poponessett Bay Area. Barnstable G.I.S. Unit G.M.C. 1/21/98. Page 2of3 REPORTING GZA will compile the analytical results in a table, identifying each constituent found above laboratory method detection. Samples will be identified so that, with the aid of a separate key, the DEP will be able to identify which sample came from each residential well. We will also identify, on that table, which compounds, if any, have also been found at the 106 Falmouth Road Site. The table will be supplemented with a brief report which will describe the sampling procedures and provide copies of the laboratory Certificates of Analysis. Each homeowner will be provided a copy of the Certificate of Analysis and a letter providing an appropriate description of the laboratory's analysis of the sample collected from their well. SCHEDULE Contingent upon homeowners' availability, the sampling will be conducted over a period of three days, from March 27 to March 30, 1998. The distribution of results to homeowners will occur within a week of sampling. The final report will be provided to the DEP, local officials and homeowners on or before April 10, 1998. gAjobs\env\3175 i-L.map\cotuit\ira-3.doc E Page 3 of 3 L TABLE COTUIT PROPERTIES SELECTED FOR RESIDENTIAL WELL SAMPLING IMMEDIATE RESPONSE ACTION PLAN 106 Falmouth Road Site Mashpee, Massachusetts DD WELL P `AT ...... L;OT: i' .......... .I,D,. �. 1 6 48 750 Santuit Road 2 5 68 122 Pin uickset Cove Road 3 5 69 144 Pin uickset Cove Road 4 5 70 160 Pin uickset Cove Road 5 5 71 180 Pin uickset Cove Road 6 5 72 190 Pin uickset Cove Road 7 5 73 189 Pin uickset Cove Road 8 4 6 167 Pin uickset Cove Road 9 4 7 1617 Main Street (Pinciuickset Cove Road 10 4 8 1619 Main Street (Peppercorn Lane 11 4 9-1 114 Peppercorn Lane 4 9-2 120 Peppercorn Lane 4 10 144 Peppercorn Lane 4 11 160 Peppercorn Lane 4 12 N/A 12 6 10 12 Clamshell Cove Road 13 6 26 605 Popponesset Road 14 5 18 off Santuit Road conservation land 15 16 32 85 Peppercorn Lane 16 15 7 315 Vineyard Road 17 3 4 142 Bailey Road 18 6 63 312 Pine Ride Road 19 5 35 72 Cotuit Cove Road 20 5 3 262 Clamshell Cove Road 0:\IOBS\ENV\3175I-I.MAP\COTUIT\Cotuit-i.xls Page I of 1 3/20/98 Bureau of Waste Site Cleanup Release Ttaddnp Number. IMMEDIATE RESPONSE ACTION (IRA) Kw TRANSMITTALFORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 11904 A. RELEASE OR THREAT OF RELEASE LOCATION: Release Name:(optional) Street: 106 Falmouth Road Location Aid: West of B0Vdoin Rnad Cny&own: Masbpee 7JP Code: 62649 Check here N a Tler Ciassitication Submittal has been provided to DEP for this Release Trading Number. ❑ Check hero It this location Is Adequately Regulated,pursuant b 310 CMR 40.011 M114. Specify Program:❑ CERCLA ❑ HSWA Corrective Action ❑ Soli Waste Management ❑ RCRA State Program(21 C Facries) Related Release Trading Numbers That This IRA Addresses: B.THIS FORM IS BEING USED TO: (&eck all that apply) Submit as IRA Plan(complete Sections A,B,C,D,E,H,1,J and Iq. ❑ Check here if this IRA Plan is an update or modification of a previously approved written IRA Plan. Date Submitted: ❑ Submit an Immim d Hazard Evaluation(complete Sections A,9,C,F.H,I,J and iq. ❑ Submit an IRA Status Report(complete Sections A.8,C,E,H,I,J and Iq. fi ❑ Submit a Request to Temdnde an Active Remedial System and/or Terminate a Continuing Response Action(s)Taken to Address an imminent Hazard(complete Sections A,9,C,D,E,H,1,J and Iq. ❑ Submit an IRA CorMletion Stt nw t(complete Sections A,B,C,D,E,G,H,I,J and Iq. You must attach all supporting documentation required for each use of form indicated,including copies of any Legal Notices and Notices to Public Offkdals required by 310 CMR 40.1400. C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT IRA: Identity Meta and Rectos Affected: (check 80 that apply) ❑ Air FL] Gmwd"W ❑ Surface Water ❑ Sediment ❑ Sao ❑ Wetland ❑ Storm Drain ❑ Paved Surface ❑ Private wen ❑ Public water supply ❑ Zone 2 ❑ Reside ❑ School ❑ Unknovm ❑ Otier SPedly: Identify Conditions That Require IRA,Pursuant to 310 CMR 40.0412: (check an that apply) ❑ 2 Harr Reporting Conditio(s) ❑ 72 Hoke Reporting Condition(s) ❑ Substantial Release IVIVadw ® Other condition(s) • Describe: While very unlikely, there is a potential for groundvatpr to mi arato beneath a =nrt i nn of ,cotlllt identify 0119 and Hazardous Materials Released: (deck all that apply) ❑ Ods ® Chlorinated Solvents ❑ Heavy Metals > ❑ Others Spec"Y D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply) Assessment and/or Monitoring Only .' ❑ Deployment of Absorbent or Containment Matattals'' ❑ Excavation of Contaminated Sons j ❑ Temporary Covers or Caps ❑ Re-use,Recycling or Treatment 910nxmcdisfjon 0 On Site O Off Site Est Vol.: cubic yards ❑ Sod Vapor Extraction Describe: ❑ Structure Venting system > ❑ Store O On Site O Off Site Est.Vol.: cubic yards . ❑ Product or NAPL Recovery ❑ Landfill O Cover 0 Disposal Est.Vol.: cubic yam ❑ Groundwater Treatment Systems ❑ Removal of Drums,Tanks or Containers ❑ Air Sparging Describe: ❑ Temporary Water Supplies ? SECTION D IS CONTINUED ON THE NEXT PAGE Revised 224M Supersedes Forms BWSC-005, 006, 010(►n part)and 011 Page 1 of 3 Do Not After This Form Massachusetts Department of Environmental Protection BWSC-105 Bureau of Waste Site Cleanup , Release Tracking Number IMMEDIATE RESPONSE ACTION (IRA) _ a TRANSMITTAL FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 11904 H. LSP Opinion(continued): I am aware that significant penalties may result,Including,but not limited to,possible fines and Imprisonment,If I submit information which I know to be false, Inaccurate or materially Incomplete. Check here If the Response Actions)on which this opinion Is based,If any,are(were)subject to any order(s),permlt(s)and/or approval(s)issued by DEP or EPA. if the box Is checked,you MUST attach a statement Identifying the applicable provisions th "44 LSP Name: Michael A. Pbwers LSP#: 3436 Stamp: _eJV1O Telephone: (401) 421-4140 EA.: 3404 mIC FAx(optional) (401) 751-8613 P 8 y . 3 36 p Signature: is EQ'�' Date: 20. 1998 �67 PRC�SS4� I. PERSON UNDERTAKING IRA: Name of Organization: `!ems & Betts Corporation Name of contact William 0. Fri_=n Tide: Corp. Monster. Eird ronmentaI Street: 452 Jahn Dietsch BDnlevard Health & Safety Cltylrown: Attl nhhnm Fal 1 r, State: MA .ZIP Code: 02763 Telephone: (508) 699-7646 Ext.: FAX(optional) (508) 695-7010 Check here If there has been a change in the person undertaking the IRA. J. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING IRA: (check one) ® RP or PRP Speciy: J:) Owner Q 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.5(j)) Any Other Person Undertaking IRA Specify Relationship: K. CERTIFICATION OF PERSON UNDERTAKING IRA: I, William 0. FriQan ,attest under the pains and penalties of perjury(l)that I have personalty examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,pi)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(111)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. 11the person entity on whose behalf this submittal is made arnAs aware that there are significant penalties,including,but not limited to, possible fines and i nmem,f //fully submitting false,inaccurate,or Incomplete Information. By Title: Corp. Manager. Faviro®ental ( gyre) Health & Safety For. Thmas & Betts Corporation Date: March:-20, 1998 (print name of person or entity recorded in Section 1) Enter address of the person providing certification,If different from address recorded in Section I: Street: Clty/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 2/24/95 Supersedes Forms BWSC-W5, 006, 010(n pert)and 011 Page 3 of 3 Do Not Alter This Form i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI 1/v� TRUDY COXE Governor (1 Secretary V DAVID B. STRUHS Commissioner March 26, 1998 Mr. William Frigon RE: MASHPEE--WSC/SMP 4-11904 ' Thomas and Betts Corporation 106 Falmouth Road 452 John Dietsch Boulevard IMMEDIATE RESPONSE ACTION Post Office Box 2510 PLAN APPROVAL Attleboro Falls, Massachusetts 02763 MGL c . 21E & 310 CMR 40 . 0000 Dear Mr. Frigon: The Department of Environmental Protection, Bureau of ' Waste Site Cleanup (the Department) , received and verbally approved an Immediate Response Action (IRA) Plan on March 23 , 1998, for the above-referenced disposal site. The IRA Plan was submitted by GZA GeoEnvironmental, Inc. (GZA) on behalf of Thomas and Betts Corporation (T&B) Recent information presented to .the Department indicates that fresh groundwater exists below the portion of Shoestring Bay near where the contaminated groundwater is located. This fresh groundwater may provide a pathway for the contaminated groundwater in the plume migrating from south of the Augat Facility to beneath Cotuit . As a result, an IRA Plan was discussed and proposed during meetings at the Department' s Southeast Regional Office in Lakeville on February 6 , 1998 and February 27, 1998 . A written submittal was requested by the Department at the February 27, 1998 meeting. The IRA Plan proposes the sampling of 20 residential wells in Cotuit . The potential exists for these wells to be impacted with contaminated groundwater from the Site if it passes beneath Shoestring Bay. Sample locations are based ' on identified groundwater flow paths and topographic features in Cotuit . Sampling is contingent upon homeowners' availability and approval . Each homeowner will be provided a copy of the Certificate of Analysis and a letter providing _a description of the laboratory' s analysis of the sample collected from their well . As stated in the Thomas and Betts Corporation letter to individual homeowners, dated March 20, 1998, if data suggests any need for concern or followup, the homeowner will be .immediately contacted. , A final report will be provided to the DEP, local officials and homeowners on or before April 10, 1998 . 20 Riverside Drive • Lakeville, Massachusetts 02347 • FAX(508) 947-6557 9 Telephone (508) 946-2700 -2- In addition; Thomas and Betts has proposed to conduct additional tasks to better delineate the discharge location of site-related volatile organic compounds as part of the work conducted to support the review of the Class C (temporary) Response Action Outcome . i The Department hereby approves the IRA.plan with the following . conditions/modifications : 1 . A detailed plan for any proposed additional studies to better delineate the discharge location of site-related volatile organic compounds must be submitted to the Department within 30 days of the final report due date (April 10, 1998) . If you have any questions, please contact Mark Wood at the letterhead address or at (508) 946-2874 . All future communications regarding this site must reference the site number: 4-11904 . Sinc ely, erard M.R. Martin, Chief Site Management & Permits Section M/MW/cb CERTIFIED MAIL NO. Z 333 584 123 RETURN RECEIPT REQUESTED CC : Barnstable Board of Health Post Office Box 534 Hyannis, MA 02601 ATTN: Thomas A. McKean, Chairman Barnstable Board of Selectmen 367 Main Street Barnstable, MA 02601 ATTN: William Rutherford, Chairman Mashpee Board of Health 16 Great Neck Road North Mashpee, MA 02649 ATTN: Mr. Elias McQuaid, Chairperson Mashpee Board of Selectmen Post Office Box 1108 16 Great Neck Road Mashpee, MA 02649 ATTN: Ms . Judith Mills, Chairperson -3- cc : Mashpee Water District 108 Cape Drive Mashpee, MA 02649-3077 ATTN: Mr. Dave Rich GZA GeoEnvironmental, Inc. 140 Broadway Providence, RI' 02903 t ATTN: Mr. Michael Powers John C. and .Ramuta H. Bacon 750 Santuit Road Cotuit MA 02 635 John T. and Gladys E. McCubbin 206 Thornton Court Palm Beach Garden, FL 33418 John Sedlack, Tr. 243 Westbourne Street La Jolla, CA 92037 Enid B. Zimbler Post Office Box 2007 Cotuit, MA 02635 Robert E. and Regina G. Flynn 30 Lincoln Road Wellesley, MA 02181 Beth F. McParland 220 Boylston Street, #9018 Boston, MA 02116 Kathleen C. France 20 Bogart Court Princeton, NJ 08540 Gregg and Roberta M. Ribatt 84 Eldredge Street Newton, MA 02158 Margaret H. Lloyd 524 E. 72nd Street, Apt ., 28B New York, NY 10021 David G. Mugar 222 Berkley Street Boston, MA 02116 -4- cc : Benjamin H. Heckscher, Trs . Maurice Heckscher, II, Trs . John H. Heckscher, Trs . 5 Guernsey Road Swarthmore, PA 19081 Richard A. . Kraus and Patricia G. Fiero ' 12 Clamshell Cove Road Cotuit, MA 02635 Carl and Bettina S . Sonderegger fi 605 Popponesset Road Cotuit, MA 02635 Town of Barnstable Conservation Commission Town Offices 367 Main Street Hyannis, MA 02601 ATTN: Rob Gatewood Paul A. and Maureen K: Tempesta Post Office Box 452 Cotuit, MA 02635 Amnon and Prudence Rosenthal 2105 Devonshire Road Ann Arbor, MI 48104 Wingate and Janet W. Lloyd 4500 Cathedral Avenue, NW Washington, DC 20016 Jennifer J. Lempke and Robert C. Livingston Post Office Box 424 Cotuit, MA 02635 E.T. and R.A. Martin et . al . , Trs . 2750 Gulf Shore Boulevard, N. , Ste. 602 Naples, FL 33940 Frances M. Tallman 262 Clamshell Cove Road Cotuit, MA 02635 Cotuit-Santuit Civic Association Post Office Box 121 Cotuit, MA 02635 ATTN: Richard G. Barry, President SCC Coalition c/o Mr. Christopher Tufts 76 Sampson' s Mill Road Mashpee, MA 02649 d CC : Mashpee Environmental Coalition Post Office Box 274 Mashpee, MA 02649 ATTN: Mr. Charles Costello Masbpee Public Library Post Office Box 657 Mashpee, MA 02649 ATTN: Augat Information Repository DEP-SERO-Operations ATTN: Kevin Kiernan, Assistant Regional Counsel DEP-SERO ATTN: Liz Kouloheras, Chief, Cape Cod Watershed DEP-SERO-Data Entry s 26 J ' co T U I T WEL L SAMPLING AREA 9� 4 .Q� • '"� �.t -� I{ \$ CpOMB3 ��' ,,.c���� � �' ... \, � o :yp� '.. � W r �1 4 a 3 Eogkand o�v1o. t (' 3 � ` . O N `I I, Former Augat Plant tt �, , / ✓j -\ t. t .. 28 N4 ooW <�PAS-......_ ERRY RIDGE RD .1.0"m 3 y: .�Falare TjIf, 2 20 040 Cava 40 .a COVE,: T rw 11t oa9a SvlRD \ N 9"vsv Area of Contaminated Caoundwatar p7 y P int me Tree Cor o { h / row/sp d y_ 4r o Y a j w 7 M '� ba IyDRTMOIf rz: r• S�ilfOp1 10.--._\ 'S5 I M17 r ��� 9ip3 Ni}IOR t Y t'`r vf3 P O O I\ :r`6w. f,F•�g,6r4l�DgF S� :~ 15 g19FwR t r J� ;�4e. Or Cgp, N .,u W j 34a ., ,< *yp � 28 W' ti( ,.� n,-':.. •. .Y' i. -i 'S-'er to pY ,ye � Resrdenhal Wall Targeted for Sampling by T&B(lyp•) - ,�J�,, _�a•. R \ SSEt �;EErtp 4xtti# '}trr. Qk *u000 w \t\ �Sbro Is1edA aactc f `� u z z aY oSatRrrsons Island stronRoF�� 1 ° �.._`�q•i� 4 a. �!� Northeast Boundary of VoluDtaryTesting Program R . sAfandr �yGR k �K }tski \. \ l ( 1 •¢ t I rHk �t� y.Yi,�`�lr� �• n r. J li FROA POR2d.O5E-- q i +. ;, -}�iZ-[; t y°�+v4 r'�� 1•k ,�s'�,{r'!'l�Jtrr q �¢2• �T ) N . t �l 'r i ti�} t r``c.S a>•;Y t�5. Y'2 �{'t'"t`�� } ker � Neck �\ Jy e� Fs�{�+ tt p 4 /�j�•1 a, �P.�� ' FI V"C` oRE9LP.1u+E3 o2lagy `\� j 6 b f'�+f�,,,ftashpee Neck a Pvalnralb�t Ru tlmrP F xk F a y A S, fi `ylplk t`4 i ✓ u t?vrvK �'CC , wr 3N y� rsl�s'a icy �:�' u rh. 't�l ` � '1� AY . i � ?y-� x5{ ��\'rr •S. � Tti• a.1�� �"-� h'a' EMI �2yetlBld Point.. ` .\' ^- i' ` � 1 4 / �t T i II 111 J1 #� f'.rt �}•a��l� 17.��yt ,� 4.�.5 i `�• � .� tr>t �'t � t nt t �.5 r:rt,d'r4?-tfrf t K} C-Isit ny kft6d i Ptp ....I V l J ,4.5 3 t•C4, �`,. S1yYL 2r `5'� �`y�N ar rat x tF J. / � �( � NpgM RD POtf1Ci0 Z• Y�x -'S'�?r�r 7 t �n.i J� ,����U>r�a`...r�Zr���z t- jl r�. U�' \�,- ` " F 1J d\,X,<* '4ft 5y} fti WrCy'ty�.1yt}4y�d•p t,'` q , ai .�,, A f 7;ki➢,Hil140 Q9 gP \ \ i. i m3 r it ' f a�e7doWPoiMy r i 5J �t'4rc✓r�67t � co- nir y O kway Bay:::`' '\ yY .•t t V-- ,,, t , i r,t s S- 1 r v i ��i c�1ty" tirX,}I� ''� 1 '�,. s j,Pock ett Ni 7r'•:" AnnfCtve\ w Thartchlsland d , �Poppene Cet�idS®du •/ .'.' / - y�/9' .1 WATERWAYy� anogn•RO c7� .. v �e� �ittle Thatch b1anW t a r t t 1 p$Outlt Masfi pee p A.:. at�y�4Y1')<�try r r. ty^ tip i lrrif t.� ` s y}1j ? r•Z t91 t I ( •o�-_._� v ' 1�L a J N .. �• e �r c 5 ay A ry ,� � Fir t� �' ' " * nt r�.,�- y t. �>•1 r Y 01996 Del ormc Street Atlas USAik b_ ! r Bill Frigon (508)699-9946 I Manager,Corporate Fax:(508)643-3761 _.j Environmental Health&Safety billfdgon/chq/augat@augat Thomas&Betts Corporation 8155 T&B Boulevard Memphis,TN 38125 (901)252-5000 www.TNB.com Thomas- efts I { •� \ �� /���� �\ \ \� � �. /f i � (;�� � '�� V��� REVISIONS N0. DATE DESCRIPTION / GENERAL NOTES: `,`- ,-�t / •✓ 1. THIS PLAN IS FOR DESIGN AND LIMITS OF �q,(, / o / / /,' , ' i \ • / / CONSTRUCTION OF THE SEWAGE WETLANDS / / % / / / / / / / ,' t// , ' f,-�✓ ( ! l 1 `= > `` � \� \ r' DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. / / ! ' /\ \ 's \ ` - _ •. ` ,�- ` S`1,,, -- ' // ~ � / D.E.P TITLE 5 AND LOCAL BOARD .. ., / OF HEALTH REGULATIONS. --/ ' 4 / ) l ( I t / / �''' ,'/ / i // --\ - , 9 O,pr »�' \'\� `" f ✓, �� \ � ` ,� r® �) / 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE ..,,`�``' \� �\ ` `►� �1j' / 40 OR EQUAL. / /, / / / // I t / //,,� �' ► J \ \ `.` \ \ C� �. �, - -- -- — ,6 \ / / 4. THERE ARE NO KNOWN PRIVATE WELLS ` �•''-``-�'` _.._ -" ` �`` / ' •r \ \o / / / LOCATED WITHIN 150 FT. OF THE / �` ` ` \ \ \ \ �� '•� `"=''��- �•r !.- �--�,L, . •r '\ t ,i'r ) t �',/ / PROPOSED LEACHING FACILITY NOR / / / / / f / ► / \ \ \ 0 \ \ \ \ .. ;^ _14. /,i , ANY KNOWN WELLS PROPOSED WITHIN I J I / / I C CRE \ r- ` '- i ! � err. \ / \ 7 / / 150' OF ANY KNOWN LEACHING FACILITY. I / f / l / I / ( % \ / i / ` \ \ � BOUND i� ,� �:,: t� ,\ / j / / �+ ` I / 5. WITHIN LIMIT OF EXCAVATION REMOVE I . �. f e ! ► , t I \ \ �, FOUND X =- '`-�: =- �% y_ / / } t / ALL TOPSOIL, SUBSOIL AND OTHER �- t i } / / / / /� ( - �i r / t { j� \\ `\ i \ '--`. :...� ✓..1' ` `1 1 C IMPERVIOUS MATERIAL .0 6. REPLACE ALL EXCAVATED MATERIAL WITH ~-�= CLEAN GRANULAR SAND. FREE FROM ORGANIC --7- ,- ( o \ ( t ) / ti - r\ ► ` 43 "'�,CQ TE L / MATERIAL AND DELETERIOUS SUBSTANCES. ft� _ i �r \N ` �Q/ '� r? MIXTURES AND LAYERS OF DIFFERENT CLASSE ( f I► ► 1 CONCRETE i''� 4, ��UND/ I ►r ► \\ __ '' \ �� / / NOT CONTAIN ANY MATERIOF SOIL SHALL NOT BE ALD E . THE FILL ALL LARGER THAN -.I'll .� FOUND TWO INCHES. A SIEVE ANALYSIS, USING A 4 \` - / / i Ir I / r J i" ' �► \ \ j ' ....._ 1 ~ `` i I\" a� FOUND/ t '' ,��, '' ''F �� / SIEVE, SHALL BE PERFORMED ON A " • �` f �` I / ---- ....._ "-,- , \ \ t / r / REPRESENTATIVE SAMPLE OF FILL. UP TO 45% r ! J lri i ^ \ / / „w,..itr" •., r "V \ s o �° \ BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON THE .� ` �' }►jl I i ( w ( Jj� // ► 1 (p \ f / _ , r"'•" 1 `"�► % �\ \ / #4 SIEVE. SIEVE ANALYSES r , / I \ rp ALSO SHALL BE PERFORMED ON THE FRACTION I I , ►�` t w t , l '� / I \ r \ OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH . w r } 1 1 i �l�►I 4 i ( � ( --/ ��t /�; !44 _ _ _ "`` / e -' \ /- _' _` _" _ \ \s' ANALYSEMATERIAS MUST MEETS DEMONSTRATE ACH OF THE THATFOLL THE ! r I t ( Z ( , ► -- - - \ t Z ` ` / ING cy \ \ "� / \ SPECIFICATIONS: ,�-- 1 1 6 �'� I I I I t,.1 / Nl ► I t t \ \ ` .,o / I -' , .p 100% MUST PASS #4 SIEVE N/F (4.75 mm EFFECTIVE PARTICLE SIZE) •� ! 1 I { I �; I / I I ( �'-� ( / ,� 'f - _ , i \� \ \ /'' `001 ' ENTINE �,,� 10%-100 X MUST PASS #50 SIEVE • ! III ' III i (o ( / z ^o, / I 1 j t t t \ �-.,, ,� , I f (0.30 mm EFFECTIVE PARTICLE SIZE) --��• 1 ! 1 / i ��,t l I l ( Q / ,/ ! ; J � t � � t � i �`\ F�`ST'I�CTFE�'AREA ,, - -�- '` �/ OX-20 X MUST PASS #100 SIEVE W ( / 1► , ! >ti \ - ` - - ` `~ \` (0.15 mm EFFECTIVE PARTICLE SIZE) _ _ ,R TF�ICTED AREA ' / OX-5 X MUST PASS #200 SIEVE / �. / l l I / ``►/ / / I f ( ( / ,Lil ; -. I ; m .r,` r ,o (0.075 mm EFFECTIVE PARTICLE SIZE) / / i� , r- \ / / / I p / / 7. EXISTING UTILITIES WHERE SHOWN /r/ / f / l �,f I f r ,./ / I� , (` -/ i<C 1 ` _ / f I ( Np - -� ' �'p IN THE DRAWINGS ARE APPROXIMATE ►,l \\` / // / // { - - 2.00f ACRES ` _ - N , // BLE FOR PROPERTHE CONTRACTOR LY LOCATING ALL BE SA D LO.r �67 ��1�-' 1 30 87 S.F. m COORDINATING THE PROPOSED CON- t Y / STRUCTION ACTIVITY WITH DIG-SAFE J24fICRES --1 5' S.F 19 39 , �° AND THE APPLICABLE UTILITY ( ( r / COMPANY AND MAINTAINING THE v � ► I 7 614S.F.SFI I -�-�' I""'" r ��� �- --1 l SHAPE EA I :P EXISTING UTILITY SYSTEM IN SERVICE. -- - _ r ,� �'" ► CA I DIG-SAFE SHALL BE NOTIFIED PER / � , , 201t A `t I o � 'y$� CONCRETE THE STATE OF MASSACHUSETTS 87 485f S.F. I i \ ''j° BOUND FOUND STATUTE CHAPTER 82, SECTION 409 / / ,' '; , , ' ,�'', � � ► , �v/ / SF � � \ I \ \ AT TEL 1-888-344-7233. THE 1 /\ / +� ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL / UTILITIES AND SUBSURFACE STRUCTURES Ji;''/' f/ / ��,• `mow, , ,,,,, � / � / �•�, �\ / { N I � /1 /i' ,' / ARE SHOWN. LOCATIONS AND �� CONCRETE BOUND ELEVATIONS OF UNDERGROUND UTILITIES �'� i I �� `� / (\-' I - '' FOUND r -TAXEN--ROM PECORD PLANS. 713E / 00 ,p _ f CON?RACTC tr SHALL" rC, ,rZE, I 00� �O _ s�'CrTi,�W ��f:a i�:,s CIS`� 'uTluncs. ! ! •.--- "� / \ r .i r / �``� \ { _ .- -{ --— \ , -' rrp�/ -O x AND STRUCTURrS AS REQUIRED PRIOR / ,�` ► -- _ / 0. TO THE START OF CONSTRUCTION. CONCRETE — _ _ _ `- i -'" N BOUND r __ - -"" "" "' O FOUND o I _ ---' " .-" " % �" [�.' o EXIST. � � , -- / �p OF 8. THIS SYSTEM IS NOT DESIGNED FOR // CONCRETE � 'o GARAGE ��T THE USE OF A GARBAGE GRINDER. BOUND n O moo MARK D. A GARBAGE GRINDER IS NOT -'.�E \ \ FOUND A I DISB RECOMMENDED DUE TO RECOGNIZED I ► ` ,,,' BOUN / -. n a CIVIL -+ ADVERSE IMPACTS TO THE LEACHING __ ( ► i "+�� ` _ �\� �' I\ its.- No.45937 ti FACILITY. PROPOSED - f- L yr /J �9 �QiSTE w�Q 9. EXITING INVERTS ARE TO BE CHECKED BY 1 ' - FUTURE BUILDING - -� o, / •,•:,tt�'` -' THE CONTRACTOR PRIOR TO CONSTRUCTION TO BE / 10. THE ENGINEER IS TO BE NOTIFIED OF `` t `^ ` �' i 1� `� i ON TOWN WATER _ / ANY FIELD CHANGES THAT MAY BE 1 '' ------------- I -- _ 1s-" / , _ REQUIRED. 4-75 -_- ' •. `. _ _ -- ------- `-`� __-- j ► PROPOSED �i ------------- I / •''.�,` SC GROUP FUTURE BU LDING �� sER --_. ,,. '� TO B ��,�`� »� I / EC. "'�'•� / J 349 Main Street, (RT. 28) Unit D 1' ! / % •`� ON TOWN TER ��� -��•5550' / pROp� �. r W.Yarmouth Massachusetts AA15 CON OUblD .- - - ?�. ! 02673 85 � W \ tET ' LOT 66 '27 �. �• ! �. �, 5087788919 , APt IL 2,p�i r' 2.6$�.AMES- ♦� CwuoA•IF D IIEL �? •, �,, i \ / I ES�. 19 ` . / �t# ,643f �:`.-- - - _. �. No 3> PROJECT TITLE: " p», 1 w \� /� PROPOSED/ /` SHAPE AREA TO MHW �J% ;� ��� `� N71 45• �O ��� .►.� .i' / WELL--' / / _ _2.24f ACRES_ 12_ t / x 1NE _ ., .�. DESIGN FOR \ // ,� 04", use ,2b w ./ R StYR� �,., r / 97,561 f S.F. ,�,�' NT »p» �, o `"`, J S.F. 21.02 �•,� — CONCRETE BOUND SEWAGE DISPOSAL / ¢ _Op05E , �\ �\ "...-'J ,-- r �„..-. .._._ �,?,a,,,R,.r• ' PR �• CENTER FOUND 313o/a7 11 ;, PROPOSED 9, �,.._ i \ `` ��,' / - , r' r • --71_ 12.83 x25.0 I g8. �.e / "`` _ / •�.� _ SYSTEM ;PRIMARY O �J .- ~ / '♦ «•' s 1 �t S.A.S. , ♦ ♦�,'' SFO Q .\ •_•_..•--•-� � ,•-• / �, DRILL HOLE Cl) ►, i } ° t .- "F�1/ Qom° i �` �`� ' ....... .._. .— --�., �. FOUND LOT 66 D LOT 61 & 61 A _ _ , - VINEYARD ROAD t < < 15.9t CRES j y',,,- I / o' ♦ � 1 �\�� EXIST. COTUIT / %/ ; I I LOT 61 ♦. '� I / BATHHOUSE r,. r '� ,, / f; . TOWN WATER �' { / �.`,� J./ t'"�•••... �' ' M ASSACH U SETTS I • i t I I Y i\ I / r I} .'•����`•��1 /j1,�•�/'f'"' '--•_�'�•-O , ♦ ' ,.JI/ /- ;�� C���' / / .,/G/%,r;0-am'-,_ ,,''�'•�:�-':'G ..;2•6! � �J L ..�-612\0 N `1 N� s `-,~..... /,,r�••'/•. PREPARED FOR: a O0 •♦•� H. GATES & WINGATE LLOYD .FUTURE o SE3-742 1981 LICENSE 4500 CATHEDRAL AVENUE NW N WASHINGTON, DC RELOCATED --�' r,- I �/ `�\ `�. ! �•�,i i J `� �• BUILDING ♦ i - ' o ,, rG ��' f -` 20016 / ' ' DATE: MARCH 30, 2007 Uj I f / '' � i•�� \ BENCHMARK �' / i% i� ��' --- ------------ '�� •i1�• / V STAKE & NAIL SET •/jj/� -'J ,�/,.,,,,'� COMP. DESIGN: K. HEALY ELEV 14.85 NGVD / -- '�- •.L�NFIVANTUCKET SOUND _ CHECK: M. DIBB , ` _ o - - ..-' SCALE: 1' - 40 FEET CL w EXIST. ♦ �i i / ` C•� I i` BATHHOUSE .�' { / \ \ �s-' DRAWN: K. HEALY \ \�• I �- `� I I l o \ �-' ''� ' /� /i' •'PRE FIELD: D. GAZZOLO J. McCARTIN � - ` I i �i=''' .-- — _ y \`✓i j/ice'' .•••••LLJ FILE NO. 8492-SEP.DWG ` ` � /( I I 1 •i� "- -_ - �,,.- •,//��•,••' DWG NO. 5432-07 � '' I I �•i .✓''' r .- ,\// •••.• SHEET 1 OF 2 JOB N0. 4-8492.0 a