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HomeMy WebLinkAbout0089 PINE LANE - Health 89 Pine Lane Osterviile' A= 118 — 082 i a L Aga Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments µ 89 PINE LANE ARTHUR, JOHN H . Owner information is Owner's Name R` •equired for every page. Osterville ✓ MA 02655 ' 3/11/18 Cityrrown State Zip Code Date of Inspection Inenprrtinn ra¢1dta mttat hp cllihmittr_arl on thin form_ Inanartinn fnrma may not hp altP-I!'pri in pnv _ -__---__-__- --_ -____ -_---_- _--_---_-_--_ ------- ------ --- -_- - - -- - _- --- - way. Please see completeness checklist at the end of the form. Important:When filling A. General Information Out forms on the 574- l o29 a-g -omputer,use only the tab key to move your 1. Inspector: " -ursor-do not use the •eturn key. Robert Paolini ------------- Robert Paolini Septic Service Company Name (� 17 Playground Lane ne%mnanv Qririreaa . Yarmouthport MA 02675 Cityrrown State Zip Code 508 362-3555 S14454 Telephone Number License Number B. Gert1fication I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of (] Passes ❑ Conditionally Passes . ❑ Fails ❑ Needs Further Evaluatio y the Lo proving Authority Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner ui iti.i Viit.si irJ vVf il'lY li i"v ii�iji:e, ii :.�i.s piii"viii-+�.:, ui is ii is cwiri vti�i i"1�.',a.eii�i ivi•i.y. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 V Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR, JOHN H Dwner information is Owner's Name equired for every Paige. Osterville MA 02655 3/11/18 CityrTown State Zip Code Date of Inspection B. Certification (cunt.) li iuNi:Lii-u.i vul i i�i iui vi.Liif. rig �v,. �e i c:s:iu�.."s :v.i q, i.i: Li ui ayt. �U' i. A) System Passes: 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not,evaluated are inAl-OtIMH hcln\A/ Comments: The septic system is in proper working order at the present time. rsj asy.�aa. i asasi aaa- vcoasr.sy i aa.�...a.�. ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not LViViiliil lLLf, '/iVaAv"vL/it.ill.iii 1. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. I--i.flLaffal JLPl i1L iC31 il. Yi iSi�%40J .1 iutJLLii 4i1 i u is IV Jif ULIGl Ua'J JiiU IL, i ILi ILUfUi lia it .V li v VVI uilLufv�1 Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 �:e�riir��e�riti►�cfl6i t� ivi�l��a�;ri��'r�is Title 5 Official Inspection Form A Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR, JOHN H Owner information is Owner's Name •equired for every page. Osterville MA 02655 3/11/18 Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) u Fuilip UiiaiiiUCi P-UitiiJbfaiaLilIS HUL U-pCia'IUtlai..*ybLUiII Will Pdbb WILtI DUalUUi ntCdiLlI CIPPIUVai li pumps/alarms are repaired. B) System Conditionally Passes(cunt.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will AAvi ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): n r�icfrih Minn hnv ie Ip\rplprl Mr rprinnprl I--I V n M I-. Alfl /Fvnlain halnur\• ------ - ----- u i i iir SyslUit I IequllCU PUI i 1pli 1y t11UI tj'Li Idl t-f LiI1!Ub a yeal U'UU LU Ul UKtjI 1 Ul UL&Ll UI:LUU PIPUk5j- i t IC system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed. ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: i_i i✓UbbPUUi Ul PI ivy lb WILi-III t�JV it;Ut UI a SUl IdUtr WdLW ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh r. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 VV1111t1lU1J ureaR1i UT 1v1a55d(;hUbeUS Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR, JOHN H Dwner information is Owner's Name equired for every page. Osterville MA 02655 3/11/18 City/Town State Zip Code Date of Inspection B. Certification (cont.) --- - - -- - - --- - .t. tiiy-si�i55 r:7:i ica6,�-o e:6:s�s ie:a: L�svdr� ac: iii:¢�c�ii iedoau o ES 6iS6v ry.a C6:r. v FFr:i a�, ie cfiiaY/ determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply.. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: - - - - = - i 1 IIJ J"JiLi 1 i 4A,i..ibrJ li Li iV a Lli Y-i0 i,rl LAi ILAi -i ui �i i\i-f 11'v4i L"L a ✓l-1 V\r1 llilvV ILAL%\fl LAttii-- ��- -- - coliform bacteria indicates absent and the presence of ammonia nitrogen and'nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: - i.i� v��aF:e Gi — -___----via�G:ifu ra's�sa6a.caGs6G: w isi v�oa6iiiia.0 i"i0Gi0 L You must indicate"Yes"or"No"to each of the following for all inspections:. Yes No n n Backup of sewage into facility or system component due to overloaded or - - - - - VIIJ�yGi.I J!'S3 Vi�i�GSJf,Jlllil El 0 Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ 0 . Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6" below invert or available volume is less t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 UT 1v1a35av11Ube 5 - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR, JOHN H Dwner information is Owner's Name •equired for every page. OSterVllle MA 02655 3/11/18 Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) i-V ui iili , ❑ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ❑x Any portion of the SAS, cesspool or privy is below high,ground water elevation. n 1`71 . Any portion of cesspool or privy is within 100 feet of a surface water supply or 11 ivUiiai y iv?a"Ui iCii;z vvciiOi )Uppiy. ❑ ❑x Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ❑x Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ Anv portion of a cesspool or privy is less than 100 feet but greater than 50 feet from aprivate water supply weii with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ Q i i w YGiviii vVi Yi 10,000gpd. ❑ n The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. - - - - `j iGi{�Y 4ir�3iLii li. iii iii.YVifa�iYvi Vi6G iYf i�v�i�.3 iv8ii ii iic a3�0iLifi fiiid�iL�iLiI 1Y Y. G iui.iBi6� i6iiii G design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes'! or"no" to each of the following, in addition to the questions in Section D.. Yes No - - -- ------------ U I_J ti IV3y bici I i i�VYif.i Ili i'TVIi iirir\VI A �.SVi iqi VI ii itlii iy YY�li-.i aVppiy ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 89 PINE LANE -.- ARTHUR JOHN H . Owner information is Owner's Name •equired for every page. Osterville MA 02655 3/11/18 City/Town State Zip Code Date of Inspection C. Checklist -- - - - vii�.�.nii f:ia.. -:VUVsrii ly ---- -- ------ - ------- y._ - - y. i�iUVV VVVIi VVIiV. I VU iifii�T"i Ii:V ivU[V VJ VUVII VI 111V iVilV iV i:{ Yes No ❑x ❑ Pumping information was provided by the owner, occupant, or Board of Health f1 ful IA/crn nnv of the cvef mm rmmnnnAnfc ni imncri ni it in tho nrcvini is tern uvackc7 ❑ ❑x Has the system received normal flows in the previous two week period? ❑ Have large volumes of water been introduced to the system recently or as part of ED this inspection? ❑x ❑ Were as built plans of the system obtained and examined? (If they were not ..;L.6.1.-a^f} .. WAX FXZ1 ❑ Was the facility or dwelling inspected for signs of sewage back up? ❑x ❑ Was the site inspected for signs of break out? ❑x ❑ Were all system components, excluding the SAS, located on site? - I VU ------ ------ ----=- --m --- - iJ u V6GI a li 1C S+rNiiC ldi iti i ii Idl 1I IUicS i.11 ii:V VCi CU, iJf.1Ci iCli, di IU IIIG ii ILCI itii t1i t(IC lai iii inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? El information the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has iiVLi: UVlVflilifiV.i ilUVV\i VI I. Z ❑ Existing information. For example, a plan at the Board of Health. ❑ 0 Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(5)] D. System wormation .Residential Flow Conditions: Number of bedrooms (design): 5 Number of bedrooms(actual): 5 ULS16N fiow based on 31t)GMR 15.203(for exampie: 11u gpd x 4 or bedrooms): - inn r 1..c n-------------------- lr0111111V111Wedlift UY iYld55dullu5eLts. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments P r 89 PINE LANE ARTHUR, JOHN H Owner information is Owner's Name equired for every page. Osterville MA 02655 3/11/18 City/Town State Zip Code Date of Inspection D. System Information Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑x No Is laundry on a separate sewage system? (Include laundry system inspection' ❑y Yes No information in this report.) Seasonaluse? M Yes ❑ No Water meter readings, if available(last 2 years usage (gpd)): na Detail: Sump pump? ❑ Yes ED No Last date of occupancy: Date Commercial/industrial Flow Conditions: Type of Establishment: Gallons per day(gpd) .Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No InHi mtriai x4n40p hnirlinn tank nrpmor t? n Vine n nin Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•page 7 of 17 - I Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR, JOHN H Dwner information is Owner's Name •equired for every page. Osterville MA 02655 3/11/18 City/Town State Zip Code. Date of Inspection D. System Information (cont.) V i..iJl ubltVr Vi 6iL6rb.{tl bit 1'vsf l,ii V"v. ' Date I Other(describe below): Pumping Records: Source of information: \I+/ae eV,e}om.rn imncr�:as Hart nf.4F1Ra ir+Snon4inr�7 l� Vee R1 Aln If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: yrL .�y ❑x Septic tank, distribution box, soil absorption system ❑ Single cesspool n. r)Arfl^%A1 e7ccSnn�11, ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and mainienance conraci(io be obtained irom system owner)and a copy of latest: inspection of the I/A system by system operator under contract. El Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): 6 ' T t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 I 4 \ W-PUFTliil(3[MedK11011V1d55d(;FJU5di15 . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR JOHN H Dwner information is Owner's Name •equired for every page. Osterville MA 02655 3/11/18 CitylTown State Zip Code Date of Inspection D. System Information (cunt.) V Vi fAit VVlii ViiVi1\J VG\V i{IJl(AI{VV 1 {iI IV YtlIt \AI{V uV Vi V"v Vi II II Vtiili.A f.I VIt. 2006 Were sewage odors detected when arriving at the site? ❑ Yes 0 No i, Rolilrlinn Cmucr/lnnnfc nn cifa ninny 1, Depth below grade: feet j Material of construction: ❑cast iron 0 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc:): Joints appear tight.No evidence of Ieakage.System vented through the building vents. m. .a..__ :_n_. ............... ...... :ra.�aoa. :c:.csa�Iv..c:...VI Yutw l✓im Depth below grade: feet Material of construction: \ IX1 rnrfrrctc n motel nfhor 1pYnlnin\ years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Ch Irma Hanth• 31' t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 89 PINE LANE. ARTHUR JOHN H Owner information is Owner's Name •equired for every page. Osterville MA 02655 3/11/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) �y4'.I6HY i Gii YfY`liVl Il.� Distance from top of sludge to bottom of outlet tee or baffle 43" ' 811 Scum thickness nigttint-P frnrn tnr%of qr%s iret tr%+t,n rnf n11tict tcp nr hafflc —_- - ----- -- 511 Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Measured Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, I:..I.p.d li..._i1.. ..w rnl•eanrl 4-- —..41..4 :....4 n-;Al +nn of n#r•V Pump tank every 2 years.lnlet and outlet tees are in place,No evidence of Ieakage.Tank appears structurally sound. LY4wiY YYiA�J;IV WIV Vli Jil=v I.ifUii�. Depth below grade: feet Material of construction: , a I-1n m#at�! n fit+.ornlaeq 1--1 n nttlor/cynl�in\• . rinnrctp 1-1 - nnl�rcth�ticnc •- Dimensions: Scum thickness ' 6.i lVii.ii IVV li Vlii tir t''vl Vviwill iV iVl./ Vi VilllVi f,VV-V� VMi11V Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date _ t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 . t U0rii11-10 AW0aiiiij ti7 iYiaSSd-CAFI iSeiiS Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR, JOHN H Owner information is Owner's Name •equired for every page. Osteryille MA 02655 3/11/18 Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) ••• •••• iV•Llfi1111iLiiidUl1v11�, li llVf Ui IU L LA 414L4 L-U 411 •,J . . •..,,..,•. •••••'••••-•• •u- i iii;LLI iLULlvi i, ru uL4La1 m n i:i:yi iiyi, liquid levels as related to outlet invert, evidence of leakage, etc.): -itg- t i/- -®i V.UHztj .—a a`i.4AiW IiiL;Z L 4JL d.itfilq—U UL U--Vi 11 I�id.I-v,L4l vii� `iVL4iL4.•i Li 1 Vi4ir I,liGli�. Depth below grade: Material of construction: I—I rnnnrc}c n mp}al I—I fhcrnl acc I-1 n n}hoar(cvnhinl Dimensions: Capacity: Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order. ❑ Yes ❑ No Date Comments (condition of alarm and float switches, etc.): %llldl:r I Copy ul Current ti IL lJ[!t i f(3fi iy ilii ILI aul(i BClUlll CU). Iti L;UPy cdLLdU ICU' u Yes a iiu t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 I t,►01111flUllwediill Uf Ividb5dullubeub Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 'r 89 PINE LANE ARTHUR, JOHN H Comer information is Owner's Name •equired for every page. Osterville MA 02655 3/11/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) vi.aai aiJii a➢aiii ira,w kii Pi i.ivi:i is I ia.i.aa LA;vi.s'i.i ii:iAj \iiii.i.iii:iii=.:ri ii+ Pic.ii ij. Depth of liquid level above outlet invert No Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Unable to access D.Box due to poured form under stone wall. U U—IjJ ilk iai0l iar"Li `i Uf a-v Ui i GILL; iUi Pumps in working order: 0 Yes ❑ No* Alarms in working order: ❑x Yes ❑ No* rr.mmon#s lento rnnnrii}inn of no imn nharnhar rnnrlifinn of n1 imna and anni ir►pnvonraac otr 1... Pump chamber in good condition.Pump floats and alarm in proper working order. i p7iii i i fi:i U. aiiui ills -1 i.:i a-ii i.VWUi ,u i'ay' Us u`vi, wy-i`.: i i iv..i`v ii iiaii.ivi Soil Absorption System(SAS) (locate on site plan, excavation not required): If SAS not located, explain why: vW-WAOriweaffij Ot i�ia3�a :riu�ars Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR JOHN H Owner information is Owner's Name equired for every page. Osterville MA 02655 3/11/18 City/Town State Zip Code Date of Inspection D. System Information (cunt.) ❑ leaching pits number: '0 leaching chambers number: 10/3050infiltrators n IP?Chinry n711Pripaq ,. n11ry11Zct^• ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: lJ. Ii 1I IV YCIIIVCa QIItC+li IC7lIV�i.7�/Jlf3lrl - Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): } Sandy soil.No signs of hydraulic failure.Leaching was dry at time of inspection. �L:i:o:iF-Ui i i iuui iii: iiiii-,;P'-'v u:, i✓ui 1 U! ii ilSP ilAUAI I/ `iU-tii i -L—fiicei i j- - Number and configuration Depth—top of liquid to'inlet invert ngar)th of cnlirls knion Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 9 Title 5 Official Inspection Fort, Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR JOHN H Owner information is Owner's Name equired for every page. Osterville MA 02655 3/11/18 Citylrown State Zip Code Date of Inspection D. System Information (cunt.) V VIi111iV111O `1 IVlV VVIluiiiVii VI �iVil, JI�i1J VI II�VIUUiiV iVliui V, 1'vYVI VI �./vliV 11 il�, VUIIV IUVii Vi via�iaui:uii, etc.): 6 iYG `I V'vUi6•i V11 J16ti i.%ItAI 11. e Materials of construction: Dimensions f�Qntti !)f cr�lirlc i Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc,): i i i Commonwealth of Massachusetts Title 5 Official Inspection dorm. Subsurface Sewage:Disposal Syst®m;Formeal Not for Volutrtary As 89 PINE LANE P'roperiy.Fess: VaHUR .lOHN H ............. .. Owner'informaUon is Owner's Name required for every page. Osterville _MA 02655 3111/18' City/Town State: .. 21p Code. ..Date of Inspection. D. System information.,(mnw. Sketch Of Sewage Disposal;System: Provide<a view of the:sewage disposal system; inGuding ties to at:least two permanent reference landmarks or benchr»arks. Locate all wells within 1 Ob feet: Locate where.publi6 water supply.enters the building. Check one of the boxes below. n hnnri=ckgtnh,in tt p.aMa h_4a�w'- dm ng ached sep te#y. Ile OWN 001, MOP Cm f6 IMA .._.. J _.41 ✓ . . 3/13/2018'5:48 Altii . k'wrc�3f13; _ sge15�'1Z i;0f1i11101!W0aitb Oi I1fia5saCi-jusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR, JOHN H Owner information is Owner's Name •equired for every page. Ostervllle MA 02655 3/11/18 City/Town State Zip Code Date of Inspection D. System Information (cent.) ❑x Check Slope ❑x Surface water _ rl rno�4.•plhr ❑ Shallow wells Estimated depth to high ground water: Bottom of leaching 6' feet Please indicate all methods used to determine the high ground water elevation: iJ lJ1JlQfi I�u it VI I•I QYz L=1I I uvsiyl i p,c1cifi a vi I I V%IUI U: If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) fv.1 !'h,...i..:a,a.,;�H I,.,..,� i?,..,.•.{„s�.I,..,t�h_...,rl•,;rt• As-Built ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: USED:USGS observation well data.USED:Technical bulletin 92-0001 annual ranges of groundwater elevations. arbi Viv a.iiif� Gi eiO iifvtii.Y6.i�6ai f,cl.�.a.ai Gr Fiii:es�i.'.7a.a. i�\:�ivic'vi.aia�aa.ca.aCL.7.�6riia.a.ccic...aii i iwr.ct8ii-c�,'6.. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of.17 %0UH1(IlUfiwediiil uT ivid55dUllubeu5 f Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 89 PINE LANE ARTHUR JOHN H Owner information is Owner's Name -equired for every page. Osterville MA 02655 3/11/18 City/Town State Zip Code Date of Inspection E. Report.Completeness Checklist i1-; it i5Ncciiuii Dui iitiic i y. A, o, U, U, OF L ui ieuKaci . Inspection Summary D (System Failure Criteria Applicable to All Systems) completed System Information—Estimated depth to high groundwater n t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 No. -%�� I r,.. z , Fee VIC . THE COMMONWEALTH OF MASSACHUSETTS .Entered in computer: Y PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYfcatton for Migpooal by tm Con tru�rtiou Vermctt Application for a Permit to Construct( . )Repair(Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Owner's Name ddress and Tel.No. Q ne LCI nQ- Assessor's 1ap/Parcel C) 1 Installer's Name,Address,and Tel.No, v� Designer's Name,Address and Tel.No. �%�Wo wv Type of Building: k- Dwelling No.of Bedrooms Lot Size-sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow ' gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S _ Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions itle 5 of the Environmental Code and not fo place the system in operation until a Certifi- cate of Compliance has been iss e t Board of Health. Si ned Date ... Application Approved b Date Application Disapproved for the following reasons Permit No.poD Date IssuedIS Z ,/ No. 0'r—"� �O y' �yS F a s h Fee THE`'C8t�CMtONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS Ytcattort fogt� oarp ens �Cor��tructior� Permit Application for a Permit to Construct( ),:Repair( Jpgrade( Abandon( ) ❑Complete System El Individual Components Location Address or Lot�3o�, P ^e L ^e Owner's Name,A ress and Tel.No. Assessor's Map/Parcel 0 -f� .�,, f( 1 � Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ile, P 4 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. k Garbage Grinder( ) Other Type of Building No.of Persons Showers(- ) Cafeteria( ) P . Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. _01- Plan Date S 9 06' Number of sheets Revision Date y Title Size of Septic.Tank Type of S.A.S. Deseripti��Svoil n 71 Nature of Repairs or Alterations(Answer when applicable) .a Date last inspected- Agreement: erg / The undersigned ag'r_t o,en'Ru&otTs`truction and maintenance of the afore described on-site sewage disposal system , in accordance with the provisions o tle 5 of the Environmental Code and not to place the system in operation until a Certifi- - Cate of Compliance has been issu i oard of Health. Sign d Date t� Application Approved by Date Application Disapproved for the following reasons Ir Permit No. Date Issued -------------------------------------,-- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of. Compliance t ' THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( ) Repaired ( 4pgraded' ti Abando ( )by ITT✓�j t c�,�o��j,�► at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 6 Wo dated fry i/15 Installer Designe The issuance of this pert 11 1 t We construed as a guarantee that ��esystemlon as designed. Date Inspect r + No. -------------------------Fee Atoo t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migo!mr *p$tem Construction permit Permission is hereby gran d to Construct( )Repair( Upgrade( Abandon System located at �'��� ��'" ` ✓'/� ,t \ and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. k Provided: Construction ust be completed within three years of the date of this p t. Dater_ 6 � �� Approved by� - . .Town Of Barnstable - � .t ..r Regulatory Services ` Thomas F.Geiler,Director q Public Health Division a Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 . I Office:.508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 2� , Designer: Installer:. 1 ---i Address: . t� Address: ;Af 1)2537 On 6 � was issued a permit to install a (date) (installer)LW septic system at �l VW1)Mbased on a design drawn by --� I - (address) dated V _ (designer) z certify that the septic system referenced above was installed substantially according to, the design, which may include minor approved-changes such as lateral telocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes ( :e, greater than 10' lateral relocation of the SAS or any vertical irelocation-of any component of the.septic system)but in accordance with State &Local Regulations. Plan revision of. certified as built by designer to follow. OFB. w CZN AVID, 149ASONCnmi " No.ffl66. c; esi er s Signature} (Affix er's Stamp-Here) . PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVMSION. CERTIFICATE OF COMPLIANCE 'VirI&NOT BE ISSUED UNTIL BOTH -TIMS FORM AND - RUELT CARD ARE RECENED BY THE.BARNSTA$L +' PUBLIC H ALTD`DIVISION THANK 0U. Q:Health/Septic/Designer Certification Form. I a Y t Apr 03 06 06: 40a 508-833-2177 p. 1 [ T D av i d B Mason Ids, il ir ... ....... `1 OL YLA �o 4 Glacier Path, East'sandich, MA 2537 508-83-21 77 AFFIDAVIT OF DACEY A.MCGOVERN I, Dacey A. McGovern,under oath and based on personal knowledge, depose and say as follows: 1. I am the owner of 89 Pine Lane,Osterville,Massachusetts(the"Property). 2. I inherited the property in January 2005 by a deed dated January 26,2006 and recorded in the Barnstable County Registry of Deeds in Book 20704,Page 229. 3. The Property had been owned jointly by different family members for over twenty (20)years, including my parents with my aunt and the Property was then owned outright by my aunt. 4. The lower level(basement)of the Property was finished prior to my family purchasing the property in 1986. 5. These renovations included a kitchen with a sink,a fireplace in the living area and two-large bedrooms with full-size windows and closets. 6. To the best of my knowledge all of the above described renovations were done over twenty(20)years ago. 7. The Property has always had a walkout basement with three(3) separate exits. SIGNED UNDER THE PAINS AND PENALTIES OF PERJURY,this % day of 2006. Dacey A. Govern COMMONWEALTH OF MASSACHUSETTS Barnstable, ss On this day of ► r 1, 2006,before me,the ersigne tart'public, personally appeared Dacey A. McGovern,proved to me ough satisfactory ce of identification,which was a MA driver's license,to be a person whose a signed on the within document,and acknowledged that she signed i voluntarily ed purpose. , ,Y.. Notary Public My Commission F F. Plummer Notary Public My Commission Expires November 17, 2006 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM AVID � . �� me I, ,hereby certify that the engineered plan signed by dated 4124 06 ,concerning the property located at AA44E , C67W V f LJ( C meets all of the i following criteria: • Two soil evaluations excavated for detailed examination(no hand augering)and two percolation tests shall be conducted. • This failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the following: > . A) Top of Ground Surface Elevation(using GIS information) Z8100`. B) G.W.Elevation +adjustment for high G'.W 3 3 = DIFFERENCE BETWEEN A and B Zq, SIGNE C� DATE: NOTICE . . Based upon the above information,,a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future,without;engineered septic system plans. . YVZ gASeptic\percexemp.doc 1r I t I v 1 f$F t IZ 3 r t 4N V i 0 I o � po P D(J ®AO Dea D 4 a i �P D O p V DDp D D . D o Atlantic Release Abatement Measure (RAM) Status Report Osterville- RTN 4-10281 89 Pine Lane Osterville, MA Prepared for: Mrs. Sheila E. McGovern 1525 Cambridge Street Cambridge, MA 02139 Prepared by: Atlantic Environmental Technologies, Inc. P.O. Box 1051 Sandwich, MA 02563 April 25, 1995 AET Project No. 5098.0 I .4)AHantec R ENVIRONMENTAL TECHNOLOGIES,INC.- ENGINEERS&ENVIRONMENTAL SCIENTISTS April 25, 1995 Mr. John Hobill, Chief Site Remediation Section Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville, Massachusetts 02347 RE: Release Abatement Measure (RAM) Status Report Barnstable - WSC/ASM-4-10281 Residence 89 Pine Lane Osterville, MA Dear Mr. Hobill: Atlantic Environmental Technologies, Inc., on behalf of Mrs. Sheila McGovern, owner of the property referenced above, is pleased to submit the attached Release Abatement Measure (RAM) Status Report describing the work to date conducted at the site to remediate fuel oil-contaminated soil. This RAM Status Report was developed according to 310 CMR 40.0000, the Revised 1995 Massachusetts Contingency Plan (MCP). If you have any question regarding this RAM Status Report, Please do not hesitate to call. Very truly yours, ATLANTIC ENVIRONMENTAL TECHNOLOGIES, INC. Toivo A. Laminnen, J . Licensed Site Professional Attachment: RAM Status Report cc: Warren Rutherford Barnstable Town Manager Thomas McKean Barnstable Health Agent Glenn S. Goral Corporate Environmental Advisors, Inc. Sheila McGovern Faunce Corner Office Park 221 E. Main St. Suite 205 P.O. Box 1051 86 Faunce Corner Rd. • Suite 410 Milford,MA 01757 Sandwich,MA 02563 N. Dartmouth,MA 02747 (508)478-2206 FAX 478-0327 (508)888-9282 FAX 888-5859 (508)997-5422 FAX 999-4060 r Massachusetts Department of Environmental Protection BWSC-010 Bureau of Waste Site Cleanup Release Tracking Number: SUPPLEMENTAL RISK REDUCTION �- 10281 I TRANSMITTAL FORM (pursuant to 310 CMR 40.0400) A. RELEASE OR THREAT OF RELEASE (TOR) LOCATION: Release Name(optional): Street: 89 Pine Lane Location Aid: near Blossom Street City/Town: Osterville, MA Zip Code: 02655 _ Additional Release Tracking Numbers that this Transmittal Form Will Address: B. PERSON ASSUMING RESPONSIBILITY FOR THIS TRANSMITTAL: Name of Organization: NameofContact: Sheila E. McGovern Title: Street: 1525 Cambridge Street City/Town: Cambridge State: MA Zip Code: 02139 — Telephone: 617 — 494 — 4649 Ext. C. RELATIONSHIP TO RELEASE OR TOR OF PERSON ASSUMING RESPONSIBILITY FOR THIS TRANSMITTAL: (check one/specify) ❑ RP Specify(circle one): Owner Operator Generator Transporter Other RP: E] PRP Specify(circle one): Owner Operator Generator Transporter Other PRP: Fiduciary/Secured Lender Agency/Public Utility on a Right of Way ❑ Other Person: D. DOCUMENT BEING SUBMITTED: (check one) ❑ Immediate Response Action(IRA)Status Report(pursuant to 310 CMR 40.0425) Release Abatement Measure(RAM)Status Report(pursuant to 310 CMR 40.0445) ❑ Utility-Related Abatement Measure(URAM)Status Report(pursuant to 310 CMR 40.0465) Include the following information in all Status Reports: 1. A description of the current status of assessment and/or remedial actions. 2. Any significant new site information or data. 3. Current details of and/or plans for management of Remediation Waste. 4. Monitoring data related to the operation of remedial action treatment systems not already submitted to the Department. 5. Any other information required by the Department as part of its approval of a RAM Plan,an IRA Plan or any other approval. Phase I Completion Statement(pursuant to 310 CMR 40.0484). Attach this Transmittal form to the Phase I Report and check one of the following: ❑ A Comprehensive Response Action is necessary at this site. ❑ Requirements of either a Class A or Class B Response Action Outcome have been met and this document is submitted in support of a Response Action Outcome Statement. Revised 10/1193 This form is printed on recycled paper. Pagel of 2 Massachusetts Department of Environmental Protection BWSC-010 Bureau of Waste Site Cleanup Release Tracking Number: SUPPLEMENTAL RISK REDUCTION a- 10281 DEP TRANSMITTAL FORM (pursuant to 310 CMR 40.0400) E. LSP WHO PREPARED THIS SUPPLEMENTAL RISK REDUCTION TRANSMITTAL FORM: Name of Organization: Atlantic Environmental Technologies, Inc. LSPName: Toivo A. Lamminen, Jr. Title: Licensed Site Professional Telephone: 508— 888 — 9282 Ext. 1 attest that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this attestation,and in my professional judgment,the response action that is the subject of this submittal is adequate to protect the public health,safety,and welfare and the environment and to comply with the provisions of M.G.L.c.21A, §§ 19-19J,309 CMR,M.G.L.c. 21 E,310 CMR 40.0000,and all other laws,regulations,orders,permits,and approvals applicable to such response action(s). I am aware that there are significan penalties, includin but not limited to, possible fines and imprisonment,, for wilfully submitting false, inaccurate or incompleteinformai - ,See L.SPR _ f �rnion OF Signature: Seal: ��N Date: 4 /2h- 1-9-rL o= TOIVO N License Number: 6846 A LAMMINEN,JR. i No.6846 a FDSRE � F. CERTIFICATION OF PERSON ASSUMING RESPONSIBILITY FOR ACTION DESCRIBED IN THIS FORM: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge and belief,true,accurate and complete. I am aware that there are significant penalties, including,but not limited to,possible fines and imprisonment,for wilfully submitting false, inaccurate,or incomplete informatio . AlSignature: /� /!}P.- � Date: �`� Name of Person(print): Sale t A A t C G15"P rig Revised 10/1/93 This form is printed on recycled paper. Page 2 of 2 i Use LSP Replacement Opinion Ill with the following BWSC Form: o Supplemental Risk Reduction Transmittal Form (BWSC-010) Note:. Use this Opinion when using this Form with either an Immediate Response Action, a Release Abatement Measure, or a Utility-related Abatement Measure Status Report o Comprehensive Response Action Transmittal Form (BWSC-013) Note: Use this Opinion when using this Form either as a Periodic Review Opinion for a Temporary Solution Evaluation, with an As-Built Construction Report, or with a Phase V Inspection and Monitoring Report. LSP REPLACEMENT OPINION III 1 attest under the pains and penalties of perjury that I have personally examined and am familiar with this submittal, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of O the standard of care in 309 CMR 4.02(1), (ii) the applicable provisions of 309 CMR 4.02(2) and (3), and (iii) the provisions of 309 CMR 4.03(5), to the best of my knowledge, information and belief, the response action(s) that is (are) the subject of this submittal (i) is(are) being implemented in accordance with the applicable provisions of M.G.L. c.21E and 310 CMR 40.0000, } If u is(are) appropriate and reasonable to accomplish the purposes of such response action(s) as set forth in the applicable provisions of M.G.L c. 21 E and 310 CMR 40.0000, and (iii) complies(y) with the identified provisions of all orders, permits, and approvals identified in this submittal. I am aware that significant penalties may result, including, but not limited to, possible fines and imprisonment, if I submit information which I know to be false, iinn�accurate or materially incomplete. Release Tracking Number. / - / v /m Titl LSP Name: LSP Organization:�J/d�/•'C h(/. .^o n sn Y1�6 f.� Ve!' /7 64 -Telephone/Ext.: OF MgS. Signature: NCO= o TOW tiG A m o LAMMINEN,dR. -� No.6846�� s SITE PR t ozrnms j Atlantic° Release Abatement Measure (RAM) ' i n for Contaminated Soil Clean -Up Using Btoremediat o p April 25, 1995 INTRODUCTION This Report reviews the progress of the bioremediation system at 89 Pine Lane in Osterville, Massachusetts for the period September 1994 through December 1994. It includes the initial soil and groundwater sampling results, the monthly groundwater sampling results, and the results of soil sampling conducted at the end of the 1994 treatment season just prior to shut-down of the system. i DESCRIPTION OF RELEASE On February 23, 1994 an above-ground fuel oil tank(AST) spilled approximately 200 gallons of No.. 2 fuel oil onto the ground surface next to the house(Figure 1). Analysis of soil samples taken directly beneath the tank indicated the concentration of Total Petroleum Hydrocarbons (TPH) in the soil exceeded the Department of Environmental Protection's(DEP)Reportable Concentrations(RC) as outlined in 310 CMR 40.0000, the Revised 1993 Massachusetts Contingency Plan(MCP) (Table 1). The MCP requires remediation of the contaminated soil to MCP Method 1 Clean-Up Standards for S-1 soil in a GW-1 groundwater area, 500 parts per million(ppm). Laboratory reports are included in Appendix A. INITIAL GROUNDWATER SAMPLING A monitoring well (MW 1 in Figure 2)was installed in the center of the spill area on March 17, 1994 to determine if the release had impacted the groundwater. Groundwater samples taken from MW 1 were analyzed for TPH and hydrocarbon fingerprint. A TPH concentration of 31 ppm was detected in groundwater from MWl. This concentration is above the Reportable Concentration of 1 ppm for GW-I groundwater areas. The hydrocarbon fingerprint for the MW sample confirmed the release to be#2 fuel oil. REMEDIATION SYSTEM A bioremediation system was chosen to reduce the levels of TPH in the subsurface. This system encourages non-pathogenic microorganisms to consume petroleum hydrocarbons. The non- intrusive nature of the system installation eliminated the risk of damaging the house foundation which may have resulted from deep excavation of the contaminated soil. I Alantic RAM April 25, 1995 Page two SYSTEM COMPONENTS The bioremediation system consists of three components: MWs for introduction of the microorganisms and a nutrient mix to the subsurface, a constant drip water system, and a subsurface aeration system. Monitoring Wells The bioremediation system required the installation of eighteen MWs (BB 1 through 13136 and B7 through B 12) (Figure 2). Wells designated BB are couplet wells located in the immediate area of the spill. They consist of one shallow well screened in the soil above the contaminated zone, and one deep well screened across the water table. The wells designated B are single, deep wells screened across the water table. The bioremediation system was installed in these wells (referred to as bio-wells in the remaining sections of this report). Constant Drip Water System The constant drip water system maintains a water-rich subsurface environment which prevents dehydration of the microorganisms. The system consists of a drip hose installed over the area of the spill approximately 6 to 10 inches beneath the ground surface. The hose is supplied with water on a 24-hour basis from a 60 gallon tank which is filled with water from a nearby pond. (Town water, available at the site, was not used due to unannounced periodic chlorination of the system which would kill the microorganisms). Subsurface Aeration System A subsurface aeration system was installed in the bio-wells to introduce a sufficient quantity of air into the subsurface. The shallow bio-wells add oxygen to the shallow portion of the vadose zone while the deep bio-wells oxygenate the deeper vadose zone and the upper portion of the water table. Oxygen enhances aerobic activity which is approximately 10 times anaerobic activity. Further, aerobic digestion will cause more complete mineralization of the TPH. The subsurface aeration system relies on two air compressors. Hoses from these compressors are run into the shallow and deep bio-wells. The air compressors pump air into the bio-wells for thirty minutes two times per day. The shallow wells are under 8 to 10 pounds per square inch (psi) of pressure causing air to exit through the screen slots and pervade the soil pores. The air hoses in the deep veils extends into the groundwater and introduces air into the top layer of the water table. O Atlantic RAM April 25, 1995 Page Three SYSTEM OPERATION At the beginning of bioremediation, non-pathogenic microorganisms were injected into the upper vadose zone through the shallow bio-wells to bolster the indigenous populations. The microorganisms use the fuel oil as a carbon source. A nutrient solution consisting of nitrogen, phosphorus and humic acids, was also injected into the shallow bio-wells on a weekly basis. This solution provides vital nutrients required by the microorganisms. II GROUNDWATER MONITORING As part of a monthly groundwater monitoring program, groundwater samples were analyzed for selected parameters (Table 2). Downgradient well B8, upgradient well B 11, and wells BB5 and MW 1, which are both in the immediate area of the spill, were sampled on a monthly basis. TPH was initially detected in MW 1 at a level above the DEP's RC of 1 ppm(Table 2). From an initial high of 31 ppm in MW I, TPH has not been detected for the three sampling rounds in October,November and December, 1994. Laboratory Reports are included in Appendix A. Groundwater monitoring was continued over the months of January 1995 through April 1995 and these results are also included in Table 2. EFFECTIVENESS OF SYSTEM On December 12 and 13, 1994 the progress of the bioremediation system was determined when soil samples were taken in the area of the spill and analyzed for TPH. Composite soil samples were taken every three feet down to the water table at three locations, designated SX, SY and SZ on Figure 2, within the spill area(Appendix B, Sheet 1). The analytical results(Table 3) indicate a substantial decrease in the amount of TPH in the samples when compared to the initial composite soil samples. TPH concentrations were reduced from a high of 34,000 ppm in March 1994 to less than 12,000 ppm in December 1994. In addition,judging from the composite soil samples, TPH levels in most of the lower vadose zone from 15 feet to 24 feet below grade, were under 500 ppm. k i Alantice Table 1 Initial Laboratory Results- Soil Samples 89 Pine Lane, Osterville, MA Date of Sampling: March 1994 Sample TPH Sample TPH Depth (ppm) Depth (ppm) Below Below Grade Grade SB1/MW1 S132 (near 13135) (middle of spill area) 0 - 5 29,000 0 - 5 32,000 5 - 10 2,900 5 - 10 34,000 10 - 15 230 10 - 15 121)000 15 - 20 2,300 15 - 20 1,100 20 - 25 1,700 20 - 25 1,200 DEP Reportable Concentration for TPH in S-1 soils is 500 ppm. ND - Below Laboratory "Reporting Limit" f Atlantic° Table 2 Laboratory Results - Groundwater Samples 89 Pine Lane, Osterville, MA MW-1 TPH NO, NOZ N�,F-I k.N P DO VH Temp Cdnd (PPm) (PPm) (PPm) (PPm) (PPm) (PPm) (mg/L) (deg F) (uS/cm) 03/17/94 31 NT NT NT NT NT NT NT NT NT 10/06/94 ND 5.9 0.07 NT NT 7.7 8.4 6.6 51 268 11/04/94 ND 4.7 0.22 NT NT 8.6 6.5 6.4 52 326 12/07/95 ND 9.2 0.17 NT NT 7.6 6.9 6.2 51 295 01/11/95 ND 0.55 0.05 NT NT 5.3 4.4 6.4, 52 184 02/14/95 ND 1.4 .0.17 9.5 9.5 5.0 5.0 5.5 50 250 04/04/95 ND 9.2 0.11 4.2 3.6 3.6 7.0 5.5 55 3.7 RC 1 N/A N/A N/A N/A N/A N/A N/A MCL 10 1 N/A N/A N/A N/A N/A N/A N/A Atlantic° Table 2 cont. BB5 TPH NO, NOZ NF-I4I k.N P DO pH Temn Cond (ppm) (ppm) (ppm) (ppm) (ppm) (ppm) (mg/L) (deg F) (uS/em) 10/06/94 ND 6.4 0.33 NT NT 47 7.3 6.6 51 518 11/04/94 ND 2.1 0.36 NT NT 19 6.3 6.1 51 268 12/13/95 ND 0.60 0.04 NT NT 6.2 5.8 5.5 51 136 01/11/95 ND 2.4 0.11 NT NT 22 4.1 6.2 51 226 02/14/95 ND 3.4 0.01 0.42 2.2 3.0 6.0 4.9 51 163 04/04/95 ND 3.9 0.02 1.1 1.0 1.8 5.8 4.8 55 166 RC 1 N/A N/A N/A N/A N/A N/A N/A MCL 10 1 N/A N/A N/A N/A N/A N/A N/A Atlantic° Table 2 (comet.) B8 TPH NO, NOZ NFi k.N P DO pH Tema Cond (ppm) (ppm) (ppm) (ppm) (ppm) (ppm) (mg/L) (deg F) (uS/cm) 10/06/94 ND 10 ND NT NT 11 9.4 6.0 52 242 11/04/94 ND 9.7 0.02 NT NT 0.68 8.8 5.5 52 226 12/07/95 ND 26 ND NT NT 0.29 9.0 6.2 51 213 l 01/11/95 ND 5.5 0.01 NT NT 0.32 5.8 6.1 53 188 02/14/95 ND 11 0.08 0.49 0.46 0.18 7.2 4.6 50 270 04/04/95 ND 8.2 0.01 0.22 ND 0.42 9.6 4.9 53 228 RC 1 N/A N/A N/A N/A N/A N/A N/A MCL 10 1 N/A N/A N/A N/A N/A N/A N/A I , O Atlantic Table 2 (cont.) B11 TPH NO3 NOZ N_,I4 k.N P DO pH Temp Cond (PPm) (PPm) (PPm) (PPm) (PPm) (PPm) (mg/L) (deg F) (uS/cm) 10/06/94 ND 1.1 0.15 NT NT 13 5.1 6.6 54 277 11/04/94 ND 0.34 1.2 NT NT 8.8 4.8 6.2 55 204 12/13/95 ND 1.3 1.3 NT NT 1.8 5.4 5.6 53 125 01/11/95 ND 0.80 ND NT NT 0.68 4.2 5.4 53 114 02/14/95 ND 0.64 0.01 1.8 0.61 0.18 2.4 4.5 50 130 04/04/95 ND 0.35 ND 0.28 ND 0.44 3.2 4.3 54 139 RC 1 N/A I N/A N/A N/A N/A N/A N/A MCL 10 1 N/A N/A N/A N/A N/A N/A N/A RC - DEP Reportable Concentration in GW-1 Groundwater,Areas MCL - Massachusetts Maximum Contaminant Level for Drinking Water ND - Not Detected N/A-Not Applicable NT -Not Tested For Atlantic° Table 3 Laboratory Results - Soil Samples 89 Pine Lane, Osterville, MA Date of Sampling: December 13 & 14, 1994 Sample TPH Sample TPH Depth (ppm) Depth (ppm) Below Below Grade Soil Boring Grade Soil Boring Soil Boring (ft) SX (ft) SY SZ 0 - 3 9,900 0 - 3 711300 30 3 - 6 7,500 3 - 6 8,100 5,300 6 - 9 820 6 - 9 10,000 12,000 9 - 12 680 9 - 12 61)400 620 12 - 15 860 12 - 15 340 140 15 - 17 760 15 - 18 95 250 17 - 19 ND 18 - 20 520 120 19 - 20 53 20 - 22 340 ND 22 - 24 ND ND ND - Below Laboratory "Reporting Limits" { Ala ntic° RAM April 25, 1995 Page Four Using the analytical results for each composite sample, a mass-balance analysis was used to estimate the amount of fuel oil still in the soil. According to this analysis, 116 gallons remain in the soil and 84 gallons have been consumed by the microorganisms (Appendix B, Sheets 2 through 6). Compared to the estimated amount released from the AST (200 gallons), the bioremediation system was effective in reducing the amount of fuel oil in the soil by 42%. SYSTEM SHUT-DOWN Nutrient solution application to the shallow bio-wells, the constant drip water system and the subsurface aeration system were discontinued in mid-December 1994. RAM ACTIONS IN 1995 The bioremediation system will be reactivated in May 1995. It is anticipated to take three to four months to attain cleanup standard for TPH(500 ppm)in soils between 0 and 15 feet. This RAM is being conducted in accordance with the RAM Plan dated August 5, 1994. Toivo A. Lammin Jr. Date �— Licensed Site Professional encl: Figure 1 - Site Plan Figure 2 -Monitoring Well, Soil Boring&Bio-Well Locations Table 1 -Initial Laboratory Results- Soil Samples, March 1994 Table 2 -Laboratory Results - Groundwater Samples Table 3 -Laboratory Results- Soil Samples, December 13 & 14, 1994 Appendix A-Laboratory Reports Appendix B -Mass Balance Calculation Sheets Commonwealth Of Massachusetts (Executive Office of Environmental Affairs ' t :Department of Invironmental Protection 8I ' -Southeast Regional Office- William F.Weld � N Governor Trudy Coxe Secretary,EOEA Thomas B. Powers Acting Commisabner April 12, 1995 . Sheila McGovern RE: BARNSTABLE--WSC/ASM-4-10281 1525 Cambridge Street Residence at 89 Pine Lane Cambridge, Massachusetts 02139 RESPONSE TO NOTICE OF AUDITT FINDINGS AND NOTICE OF NON- COMPLIANCE, M.G.L. c.21E and MCP, 310 CMR 40. 0000 Dear Ms. McGovern: The Department of Environmental Protection, Bureau of Waste Site Cleanup (the "Department") , on December 7, 1994, issued a Notice of Audit Findings/Necessary Response Actions (a "Notice of Audit Findings") , and a Notice of Noncompliance which identified violations in the response actions performed at the above- referenced disposal site. The Notice of Audit Findings and the Notice of Noncompliance requested that you -take certain steps to correct those violations specified therein and submit documentation to the Department by January 31, 1995, which demonstrates that the violations have been corrected. On January 31, 1995, the Department received a report titled "IRA Plan, IRA Status Report and IRA Completion Report, Barnstable, T RTN 4-10281, 89 Pine Lane, Osterville, MA" (herein after referred to as the "IRA Report") , dated January 27, 1995, and prepared on your behalf by Atlantic Environmental Technologies, Incorporated. The Department conducted an adminstrative completeness review of the IRA Report and determined that it addresses each violation specified in the Notice of Noncompliance. The Department now considers the audit initiated for this site on October 13, 1994, to be complete. Please be advised that the Department may review the information contained in the IRA Report for compliance with the MCP if it initiates another audit of this site. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947.6557 o Telephone (508) 946-2700 a. i r k r -2- If you have any questions regarding this letter, please feel //free to contact Laura Stanley of this office at (508) 946-2880. .- •Pleasereference the Department Case Number (4-10281) in any correspondence regarding this site. Very truly yours, Joseph F. Kowal, Chief Audit and Site Management Section K/LAS/cb CERTIFIED MAIL NO. Z 318 245 526 RETURN RECEIPT REQUESTED cc: Barnstable Board of Health . Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Thomas McKean, Hazardous Waste Coordinator Warren Rutherford, Town Manager Town Hall 367 Main Street Hyannis, MA 02601 Atlantic Environmental Technologies, Incorporated P.O. Box 1051 Sandwich, MA 02563 ATTN: Tovio Lamminen, Jr. , LSP DEP-Boston ATTN: Steve Winslow, BWSC DEP-SERO ATTN: Andrea Papadopoiilos, ^ueputy Regional Director DEP-SERO ATTN: Data Entry y 1 Commonwealth of-Massachusetts Executive Office of Environmental Affairs ®epartment of Environmental Protection Southeast Regional Office William F. Weld / o nor - Trludy Se reta , Thom ers Acting Commissioner December 7 , 1994 Sheila McGovern RE: BARNSTABLE--WSC/ASM-4-10281 1525 Cambridge: Street Residence at 89 Pine . Lane Cambridge, Massachusetts 02139 NOTICE OF AUDIT FINDINGS/ NECESSARY ACTIONS RESPONSE M.G.L. c. 21E and M.C.P. , 310 CMR 40 . 0000. NOTICE OF AUDIT FINDINGS This is an impoilant Notice. Promptly respond to any requests contained herein. Failure to respond to any such requests could result in serious legal consequences. On October 13, 1994 , .' the Department of Environmental Protection (the "Department") issued a Notice of Audit/Request for Site Inspection informing you that the Department was, conducting an audit of certain activities related- to the above . referenced disposal site pursuant to 310 - CMR 40 . 1100 . That audit is now . complete. The purpose of this Notice is to convey the results of the audit. The audit" included a review of the following: • Notification Requirements. � . • Preliminary Response Actions and Risk Reduction Measures. - The audit consisted of the following activities: • A review of the documents contained in the Department's files including a report titled; "Proposal for Bioremediaiton of Property of Mrs. Sheila E. McGovern, ,89 Pine Street, Osterville, MA" prepared by Atlantic Environmental Technologies, Incorporated. • A Notice ,'of Audit/Request for Site Inspection dated October 13, 1994 . • A -site visit on November 4 , 1994 which included a visual inspection of current site conditions and the 20 Riverside Drive • Lakeville, Massachusetts 02347 • FAX (508) 947-6557 • Telephone (508) 94672700 -2- bioremediation system currently operating. at the site as part of - a Release Abatement Measure. (RAM) . . Site summary The site consists of a residential. property located at 89 Pine Lane in . Osterville and houses a single story structure equipped with a basement. The site is serviced by municipal water, an on site septic system and electric and telephone services supplied via overhead lines. An aboveground storage tank currently exists in the basement of the residence and contains fuel oil for heating purposes. A second aboveground fuel storage tank also existed at the site beneath the deck. In February -1994 , approximately 150 to 300 gallons of fuel oil leaked from the aboveground storage tank located beneath the deck. The tank and approximately ll tons of petroleum contaminated soil were removed from the site as'-part of an Immediate Response Action. On May 2 , 1994 , the petroleum contaminated soil was disposed of at AMREC Reclamation Corporation located in Charlton, Massachusetts via a Bill of Lading. On August 5, 1994 , a RAM Plan and a report titled; "Proposal for Bioremediation of Property of Mrs. Sheila E: McGovern, 89 Pine Street, Osterville,. MA" prepared by Atlantic Environmental Technologies, Incorporated were submitted to the Department for this site. The RAM Plan proposed contaminated soils in the-vadose zone and impacted groundwater be remediated via the use of an ,in- situ bioremediation system. A bioremediation system consisting of six (6) borings equipped with injection probes, an air compressor, a 5 to 10 gallon polyethylene . compressor tank used for the injection of nutrients and a drip hose was installed at .the site. Audit .Findings Violations. On the basis of the information reviewed during the audit and in reliance upon the accuracy of that information, the Department has determined that you are in non-compliance with one or more laws, regulations, orders, licenses, permits or approvals enforced by the Department. The Department has found that you are in non-compliance with certain Subpart D: Preliminary Response- Actions And Risk Reduction Measures of the MCP. In response to these violations, the Department has issued a Notice of Non- Compliance with this.Notice of Audit Findings. The attached Notice of Non-Compliance describes: Al) the violations identified; (2). the action the Department now requires you to take,, and; (3) the deadlines for taking such action. -3- An adminstrative penalty may be assessed for each day that you are in non-compliance with the requirements described in the attached Notice of Non-Compliance commencing on January 31, 1995 . Computation of time pertinent to this Notice is set forth in' 310. CMR 40. 0008 . Notwithstanding this Notice of .Audit Findings. or the attached Notice of Non-Compliance, the Department reserves the .right to exercise the full extent of its legal authority in order to obtain full compliance with all applicable requirements, including, but not limited to, criminal prosecution, civil action including.court- imposed civil penalties, , or administrative penalties assessed by the Department. The audit focused primarily on compliance with certain requirements of M.G. L. c. 21E and the MCP and, to a limited extent, other applicable requirements. This audit does not preclude future audits of past, current, or .future response actions or activities at the site or. inspections to confirm compliance with applicable requirements of other laws or regulations enforced by the Department. These findings do not in any way constitute a release from liability under M.G. L. c. 21E, the MCP, or any other law, regulation, or requirement. No portion of this notice shall be. construed to relieve any person from an obligation for. Response Action Costs or damages related to 'a site or. disposal site for which that person is liable under M. G.L. c.. 21E or from any obligation for any adminstrative, civil or criminal penalty, fine, settlement, or other damages. No portion of this notice shall be construed to limit the Department's authority to take or arrange, or to require any Responsible Party or Potentially Responsible Party to perform, any response action authorized by M.G. L. c. 21E which the Department deems necessary to protect health, safety, public welfare or the environment. t . Additional Comments. The list below contains observations and recommendations from the Department on the .response actions that were audited. These observations and . recommendations do NOT constitute deficiencies or violations and require no response to the Department from you. Instead, they are included to help you- and your Licensed Site Professional better understand' the Department' s interpretation of M. G. L. c.21E, 310 CMR 40. 0000, and other requirements applicable to the site. • Two (2) Oil and Hazardous Material Release Notification Forms (RNFs) were submitted to the Department for this y -4- site. Review of the RNFs revealed numerous discrepancies exist between the forms.. For example, -the Notification Thresholds listed in Section E of the RNF titled; "Information on Release or Threat of Release (TOR) " differ. If you have. any questions regarding this notice or . any requirements contained herein, please feel free to contact Laura Stanley of this office at (508) 946=2880. Please reference the Department Case Number - (4-10281) in any correspondence regarding this site. Very truly your , s Joseph F. Kowal, Chief Audit & Site Management Section K/LAS/rr Enclosure: Notice of Non-Compliance i CERTIFIED MAIL #Z235 540 000 . RETURN RECEIPT REQUESTED cc: Barnstable Department of Health Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Thomas McKean, Hazardous Waste Coordinator Barnstable Town Manager Town. Hall 367 Main Street Hyannis, MA. 02601 ATTN: Warren Rutherford, Town Manager Atlantic Environmental Technologies, Incorporated P.O. Box 1051 Sandwich, MA 02563 ATTN: Tovio Lamminen, Jr. , LSP DEP Boston ATTN: Steve Winslow DEP . - SERO ATTN: Andrea Pap'adopoulos, Deputy Regional Director DEP - SERO Emergency. Response ATTN:. Richard Packard DEP SERO - Data Entry t ,. Commonwealth of Massachusetts Executive Office of Environmental.Affairs ®epartment of Environmental Protection Southeast Regional Office William F.Weld Governor Trudy Coxe Secretary,EOEA C�111 s wmi n r. December 7 , 1994 Sheila McGovern RE: BARNSTABLE--WSC/ASM-4-10281 1525 Cambridge Street Residence at .89 Pine Lane Cambridge, Massachusetts 02139 NOTICE OF NON-COMPLIANCE M.GiL. c. 21E and MCP, 310 CMR 40. 0000 t NON-SE-94-3012 NOTICE OF NON-COMPLIANCE This is an important Notice. Failure to take adequate action in response to this. Notice could result in serious legal consequences. The Department of Environmental Protection, Southeast Regional _ Office, (the "Department") , has determined that you are in non- compliance of the Massachusetts, Contingency Plan,, M.G.L. Chapter 21E and 310 -CMR 40. 0000 . Attached hereto is a written description of: 1. each activity of non-compliance, 2 . the requirements violated, and 3 . the deadline for coming into compliance with the requirements violated. An administrative penalty .may be assessed for every day from now. on that you are in non-compliance with the requirements set forth in . this Notice of Non-Compliance ("NON") . Notwithstanding this NON, the Department reserves the right to exercise the full extent of. its legal authority in order to obtain. f.ull- compliance with all applicable requirements, including, . but not limited to, criminal prosecution, civil action including court- imposed civil penalties , or' administrative penalties assessed by the Department. 20 Riverside Drive 9 Lakeville, Massachusetts 02347 9 FAX (508) 947-6557 • Telephone (508) 946-2700 Y -2- Should you have any. questions regarding this matter, please feel free to contact Laura Stanley of this office at - (508) 946- 2880. Please reference the Department Case Number (4-10281) in any correspondence regarding this site. Very tr ulY ours, J sepeF. Kowal, Chief Audit_& Site Management Section K/LAS/rr Enclosure: Notice of Non-Compliance Summary CERTIFIED MAIL #Z235 -540 000 RETURN RECEIPT REQUESTED cc : Barnstable Department of Health Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Thomas McKean, Hazardous Waste Coordinator Barnstable Town Manager Town Hall 367 Main. Street Hyannis, MA 02601 ATTN: Warren Rutherford, Town Manager Atlantic Environmental Technologies, Incorporated P.O. Box 105.1 Sandwich, MA 02563 ATTN: Tovio Lamminen, Jr. , LSP DEP -. BWSC ATTN.: Steve Winslow DEP - SERO ATTN: , Andrea Papadopoulos, Deputy Regional Director DEP - SERO - Emergency Response ATTN: Richard Packard DEP - SERO - Data Entry NOTICE OF NON-COMPLIANCE NON-COMPLIANCE SUMMARY NON-SE-94-3012 ENTITY IN NON-COMPLIANCE Sheila McGovern 1525 Cambridge Street Cambridge, Massachusetts 0213.9 LOCATION WHERE NON-COMPLIANCE OCCURRED OR WAS OBSERVED 89 Pine Lane Osterville, Massachusetts 02655 DATES WHEN NON-COMPLIANCE OCCURRED OR WERE OBSERVED 1 . April 23 , 1994 4 . June 30, 1994 2 . May 16, 1994 5. August 30, 1994. 3 . June 23 , 1.994 DESCRIPTION OF ACTIVITIES IN NON-COMPLIANCE Failure to submit to the Department: I 1. An Immediate Response Action (IRA) Plan. 2 . A completed ; Bill of Lading (BOL) . 3 . An IRA Status Report. 4 . An IRA Completion Report.. 1 5 . Documentation which demonstrates that the Chief Municipal Officer and the Board of Health in the community in which the above referenced site is located have been notified. of the implementation of a Release Abatement Measure �Y (RAM) . DESCRIPTION OF REQUIREMENTS NOT COMPLIED WITH 310 CMR 40. 0420 requires the submission to the Department of an IRA Plan within sixty (60) days of notification to they Department of the need to conduct an IRA unless an . IRA Completion Report or a Response Action Outcome (RAO) Statement is submitted to the Department within this-,sixty (60) day time period, or a remedial action consisting solely of the construction. of a fence or posting of warning signs was taken. • 310 CMR 40 . 0034 requires the submission to the Department of a completed BOL within fourteen (14) days of the date of the. ' final shipment .of the .petroleum contaminated soils from the e _2_ disposal site. , • 310 CMR 40.0425 (1) requires any person conducting IRAs to submit a written ,Status Report to the Department within one hundred and twenty (120) days from the date of initial notification to the Department of the intent to conduct an IRA. • 310 CMR 40. 0.427 requires the submission to- the Department of an IRA Completion Report_ within sixty (60) days of . the. completion of all assessment, containment, and/or removal actions conducted as apart of the IRA, unless a RAO Statement is submitted to the Department within one hundred and twenty (120) days of first informing the Department of the need to conduct an IRA. • 310 CMR 40. 1403 requires that the Chief .Municipal Officer and the Board of Health in the community in' which the disposal site is located be notified seven (7) days prior to the implementation of a RAM'. DESCRIPTION OF AND .DEADLINE FOR ACTIONS TO BE TAKEN On or before January 31, 1995, submit to the Department: • The IRA Plan prepared in accordance with 31.0 CMR 40. 0424. I • The IRA Status Report prepared in accordance with 310 CMR 1 40.'0425. • The IRA Completion Report prepared in accordance with 310 CMR 40. 0427, or a letter explaining why the Department should not consider that all assessment, containment, and/or removal actions conducted as part of the IRA at the above referenced site have been completed on or before August 5, 1994. • Written documentation which demonstrates that the Chief i Municipal Officer and the Board of Health were notified f of the implementation of a RAM.. Department .of Environmental .Protection DATE:—( C 5 _ `7 BY: Joseph F. Kowal, Chief Audit & Site Management Section Certified Mail No. or .Delivery Person: Z235 540 000 i - i ZD AM n 21tian Ic@ ENVIRONMENTAL TECHNOLOGIES, INC. Engineers & Environmental Scientists 1 rY 1 1 1 Tier Classification Submittal Transmittal Form and Phase I Environmental Site Assessment Barnstable RTN 4-10281 89 Pine Lane Osterville, Massachusetts Prepared for: Andrea Papadopoulos Deputy Regional Director ' Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville, MA 02347 b Prepared : P Y Atlantic Environmental Technologies, Inc. ' Environmental Services Division Post Office Box 1051 Sandwich, Massachusetts 02563 February 16, 1995 x AET Project No. 5098 4)imantic ENVIRONMENTAL TECHNOLOGIES,INC. ENGINEERS & ENVIRONMENTAL SCIENTISTS January 29, 1996 Mr. John Handrahan DEP- SERO 20 Riverside Dr. n "° Lakeville, MA 02347 ..�47* RE: RTN 4-10281 RAM Status Report -1995 FEB 89 Pine Lane VIA Osterville, MA °, � 1996 f AET Project No. 5098.0c. a Dear Mr. Handrahan: On behalf of Mrs. Shiela E. McGovern the owner of the above property, Atlantic Environmental Technologies, Inc. (AET) is pleased to submit this RAM Annual Report as required by 310 CMR 40.0445, Background A release of approximately 200 gallons of#2 fuel oil from an above-ground storage tank (AST) occurred on February 23, 1994. The fuel oil impacted the soils in the vicinity of the tank and migrated downward. As described in previous reports, a bioremediation system was installed to degrade the fuel oil. This system was in full operation during the Fall of 1994. At that time, a Status Report was submitted to DEP, the owner and the owner's insurance company. Total Petroleum Hydrocarbons (TPH) of soils in the vicinity of the release varied from BDL to 12,000 ppm. Approximately 100 gallons of fuel oil had been remediated in 1994 based on mass balance calculations. System Status The system was shutdown in mid-December 1994. Since that time, no active remediation has been conducted at the subject property. The insurance company and their consultant required six months to review a proposal for further remediation and closure of the site. The.insurance company determined that the threat of third party liability had been removed and has discontinued permission for any additional remedial activities. Faunce Corner Office Park 221 E. Main St. • Suite 205 P.O. Box 1051 86 Faunce Corner Rd. • Suite 410 Milford, MA 01757 Sandwich, MA 02563 N. Dartmouth, MA 02747 . (508) 478-2206 • FAX 478-0327 (508) 888-9282 • FAX 888-5859 (508) 997-5422 • FAX 999-4060 Atlantic Mr. John Handrahan January 29, 1996 Page Two We have forwarded a proposal to the owner to conduct a soil sampling in the area of the release. Soil samples would be analyzed using the new DEP procedure for Extractable Petroleum Hydrocarbons (EPH). These soil samples will allow an assessment to be made as to whether Extractable Petroleum Hydrocarbon levels have been reduced to under 500 ppm due to natural biodegradation during the calendar year 1995. If the EPH levels remaining in the soils are under 500 ppm, then the site could be closed out under a Class A Response Action Outcome (RAO) and a condition of No Significant Risk will have been achieved. If you have any comments of questions on this report, please do not hesitate to contact us. Very truly yours, ATLANTIC ENVIRONMENTAL TECHNOLOGIES, INC. Charles W. H , J Environmental Engineer/Geologist Toivo A. Lamminen,Jr. Licensed Site Professional Enc. xc: Sheila E. McGovern Town of Barnstable - Town Manager Town of Barnstable -Board of Health f Massachusetts Department of Environmental Protection BWSC-106 Bureau of Waste Site Cleanup RELEASE & UTILITY-RELATED ABATEMENT Release Tracking Number MEASURE (RAM & URAM) TRANSMITTAL FORM 10281 Pursuant to 310 CMR 40.0444-0446 and 310 CMR 40.0462-0465(Subpart D) A. SITE LOCATION: Site Name:(optional) Street: 89 Pint- r ant Location Aid: City/Town: 0stervi 1 1 ZIP Code: 02655-anon Check here if a Tier Classification Submittal has been provided to DEP for this Release Tracking Number. Related Release Tracking Numbers That This RAM or URAM Addresses: B. THIS FORM IS BEING USED TO: (check all that apply) Submit a RAM Plan(complete Sections A,B,C,D,E,F,J,K,L and M). Check here if this RAM Plan is an update or modification of a previously approved written RAM Plan. Date Submitted: ® Submit a RAM Status Report(complete Sections A,B,C,E,J,K,L and M). Submit a RAM Completion Statement(complete Sections A,B,C,D,E,G,J,K,L and M). Confirm or Provide URAM Notification(complete Sections A,B,H.K,L and M). Submit a URAM Status Report(complete Sections A,B,C,E,J,K,L and M).. Submit a URAM Completion Statement(complete Sections A,B,C,D,E,1,J.K.L and M). You must attach all supporting documentation required for each use of form indicated,including copies of any Legal Notices and Notices to Public Officials required by 310 CMR 40.1400. C. SITE CONDITIONS: ® Check here if the source of the Release or Threat of Release is known. If yes,check all sources that apply: UST 0 Pipe/Hose/Line ® AST. Drums Transformer Boat Tanker Truck ❑ Vehicle Other Specify: Identify Media and Receptors Affected: (check all that apply) Air Groundwater Surface Water Sediments ® Soil ❑ Wetlands Storm Drain Paved Surface Private Well Public Water Supply Zone 2 Residence School Unknown ❑ Other Specify: Identify Release and/or Threat of Release Conditions at Site: (check all that apply) ® 2 and 72 Hour Reporting Condition(s) 120 Day Reporting Condition(s) Other Condition(s) Describe: RAMS may be conducted concurrently with an IRA only with written DEP approval URAMs may not be conducted if any 2 or 72 Hour conditions exist at the site. Identify Oils and Hazardous Materials Released: (check all that apply) ® Oils ❑ Chlorinated Solvents ❑ Heavy Metals Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply) El Assessment and/or Monitoring Only Deployment of Absorbant or Containment Materials Excavation of Contaminated Soils Temporary Covers or Caps Re-use,Recycling or Treatment Bioremediation Q On Site .O Off Site Est.Vol.: cubic yards Soil Vapor Extraction Describe: Structure Venting System Store O On Site O Off Site Est.Vol.: cubic yards Product or NAPL Recovery SECTION D IS CONTINUED ON THE NEXT PAGE. Revised 2124/95 Supersedes Forms BWSC-007, 008, 009 and 010(in part) Page 1 of 4 Do Not Alter This Form r f ' Massachusetts Department of Environmental Protection BWSC-106 Bureau of Waste Site Cleanup RELEASE & UTILITY-RELATED ABATEMENT. Release Tracking Number Ir MEASURE (RAM & URAM) TRANSMITTAL FORM Pursuant to 310 CMR 40.0444-0446 and 310 CMR 40.0462-0465(Subpart D) 10281 D. DESCRIPTION OF RESPONSE ACTIONS(continued): ❑ Landfill O Cover O Disposal Est.Vol.: cubic yards ❑ Groundwater Treatment Systems ❑ Removal of Drums,Tanks or Containers ❑ Air Sparging i Describe: ❑ Temporary Water Supplies ❑ Removal of Other Contaminated Media ❑ Temporary Evacuation or Relocation of Residents Specify Type and Volume: ❑ Fencing and Sign Posting ❑ Other Response Actions Describe: See 310 CMR 40.0442 for limitations on the scope and type of RAMs. See 310 CMR 40.0464 for performance standards for DRAMs. ❑ Check here if this RAM or DRAM involves the use of Innovative Technologies. DEP is interested in using this information to aid in creating an Innovative Technologies Clearinghouse. Describe Technologies: E. TRANSPORT OF REM EDIATION WASTE: (if Remediation Waste has been sent to an off-site facility,answer the following questions) Name of Facility: N/A Town and State: Quantity of Remediation Waste Transported to Date: F. RAM PLAN: ❑ Check here if this RAM Plan received previous oral approval from DEP as a continuation of a Limited Removal Action(LRA). Date of Oral Approval: ❑ If a RAM Compliance Fee is required,check here to certify that the fee has been submitted. You MUST attach a photocopy of the payment. See 310 CMR 40.0444(2)to learn when a fee is not required. ❑ Check here if the RAM Plan is proposed for a Transition Site. If this is the case,you may need to attach an LSP Evaluation Opinion prior to undertaking the RAM,if not previously provided. See 310 CMR 40.0600 for further information about Transition Sites. G. RAM COMPLETION STATEMENT: ❑ if a RAM Compliance Fee is required in connection with submission of the RAM Completion Statement,check here to certify that the fee has been submitted.You MUST attach a photocopy of the payment. You owe this fee when submitting a RAM Completion Statement if you received oral approval of a RAM that continued an LRA,and have NOT previously submitted a RAM Plan and accompanying fee. If any Remediation Waste will be stared,treated,managed,recycled or reused at the site following submission of the RAM Completion Statement,you must submit a Phase IV Remedy Implementation Plan,along with the appropriate transmittal form,as an attachment to the RAM Completion Statement. H. URAM NOTIFICATION: Identify Location Type: (check all that apply) ❑ Public Right of Way ❑ Utility Easement ❑ Private Property Identify Utility Type: (check all that apply) ❑ Sanitary/Combined Sewerage ❑ Water ❑ Drainage ❑ Natural Gas ❑ Telephone ❑ Steam Lines ❑ Telecommunications ❑ Electric ❑ Other Specify: ❑ Check here if you provided DEP with previous oral notification of this URAM. Date of Oral Notice: ❑ Check here if the property owner was NOT contacted prior to initiation of the URAM. If this is the case,you must attach an explanation of why the owner was not contacted,including the date and time when contact ultimately occurred. El Check here if this URAM will occur in connection with the construction of new public utilities. If this is the case,document the nature and extent of encountered contamination,the scope and expense of necessary mitigation and the benefits amd limitations of project alternatives. With the exception stated below,the person undertaking the URAM must provide the name and license number of an LSP engaged or employed in connection with the URAM: LSP Name: LSP License Number: LSP information is not required if the URAM is limited to the excavation and/or handling of not more than 100 cubic yards of soil contaminated by Oil,or not more than 20 cubic yards of soil contaminated either by a Hazardous Material or a mixture of a Hazardous Material and Oil. Revised 2/24195 Supersedes Forms BWSC-007, 008, 009 and 010(in part) Page 2 of 4 Do Not Alter This Form Massachusetts Department of Environmental protection BWSC-106 Bureau of Waste Site Cleanup RELEASE & UTILITY-RELATED ABATEMENT Release Tracking Number MEASURE (RAM & URAM) TRANSMITTAL FORM 10281 Pursuant to 310 CMR 40.0444-0446 and 310 CMR 40.0462-0465(Subpart D) I. URAM COMPLETION STATEMENT: Check here if this URAM was limited to the excavation and/or handling of not more than 100 cubic yards of soil contaminated by Oil,or not more than 20 cubic yards of soil contaminated by either a Hazardous Material or a mixture of a Hazardous Material and Oil. If any Remediation Waste will be stored,treated,managed,recycled or reused at the site following submission of the URAM Completion Statement,you must submit either a Release Abatement Measure(RAM)Plan or a Phase IV Remedy Implementation Plan,along with the appropriate transmittal form,as an attachment to the URAM Completion Statement. J. LSP OPINION: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form,including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and(III)the provisions of 309 CMR 4.03(5),to the best of my knowledge, information and belief, > if Section B of this form indicates that a Release Abatement Measure Plan is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii) complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal; > if Section B of this form indicates that a Release Abatement Measure Status Report or a Utility-Related Abatement Measure Status Report is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions o M.G.L.c.21 E and 310 CMR 40.0000,(0)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(III)complies(y)with the identified provisions of all orders,permits,and approvals identifie in this submittal; > if Section B of this form indicates that a Release Abatement Measure Completion Statement or a Utility-Related Abatement Measure Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)complies(y)with the identified provisions of all orders, permits,and approvals Identified in this submittal; 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 Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s)and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof q LSP Name: Taivo A_ T.ammi nan., Jr- SP#: _6846 Stamp: OFftf f �VNI" 4SS'9f.' Telephone: 508-997-5422 Ext.: 0 Tom A. yGN FAX:(optional) 4508-999-4060LAMMINEMR. o No.6846 a 9 Signature: � y Date: SITE (,� �.... F An LSP Opinion is not required for a Utility-Related Abatement Measure Notification. An LSP Opinion is not required for a URAM Completion Statement if the URAM is limited to the excavation and/or handling of not more than 100 cubic yards of soil contaminated by Oil,or not more than 20 cubic yards of soil contaminated either by Hazardous Material or a mixture of Hazardous Material and Oil. K. PERSON UNDERTAKING RAM OR URAM: Name of Organization: Name of Contact: Shei 1 a E mrrnyPrn Title: Owner Street: 1526 Cambri Aga Stroct City/Town: r—amhri dge State: MA ZIP Code: 021 a9-0000 Telephone: 517-494-4649 Ext.: FAX:(optional) Check here if there has been a change in person undertaking the RAM or URAM. Revised 2/24/95 Supersedes Forms BWSC-007, 008, 009 and 010(in part) Page 3 of 4 Do Not Alter This Form Massachusetts Department of Environmental Protection BWSC-106 Bureau of Waste Site Cleanup RELEASE & UTILITY-RELATED ABATEMENT Release Tracking Number MEASURE (RAM & URAM) TRANSMITTAL FORM 10281 Pursuant to 310 CMR 40.0444-0446 and 310 CMR 40.0462-0465(Subpart D) L. RELATIONSHIP TO SITE OF PERSON UNDERTAKING RAM or DRAM: (check one) ® RP or PRP Specify: ® Owner O Operator O Generator O Transporter Other RP or PRP: ❑ Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) Any Other Person Undertaking RAM or URAM Specify Relationship: M. CERTIFICATION OF PERSON UNDERTAKING RAM OR DRAM: 1, 4h i 1 a F M anvorn ,attest under the pains and penalties of perjury(1)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(III)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made amrs aware that there are significant penalties,including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. By; ��y r.�r. !r �r2' ii-r,�� Title: _Owner (signature) For-Sheila F._ M . .nvorn Date: (print name of person or entity recorded in Section K) / Enter address of person providing certification,if different from address recorded in Section K: Street: City/Town: State: ZIP Code: Telephone: Ext.: FAX:(optional) I 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-007, 008, 009 and 010(in part) Page 4 of 4 Do Not Alter This Form :d)AIantic° � ENVIRONMENTAL TECHNOLOGIES, INC. ENGINEERS & ENVIRONMENTAL SCIENTISTS February 16, 1995 Ms. Andrea Papadopoulos. Deputy Regional Director Department of Environmental Protection Southeast Regional Office 20 Riverside Drive Lakeville, MA 02347 RE: Tier Classification DEP RTN 4-10281 Sheila E. McGovern 89 Pine Lane Osterville, MA ' AET Project No. 5098.0 Dear Ms. Papadopoulos: ' In response to the letter from DEP dated November 23 1995 Atlantic Environmental P , Technologies, Inc. has prepared the enclosed Tier Classification Form'and Numerical Ranking ' System Scoresheet. ' The above-referenced site was classified in accordance with 310 CMR 40.1500. In our opinion, this site falls under the Tier II Classification with a score of 187. A Phase I Report is being submitted with this Tier Classification. The Report has been prepared in accordance with 310 CMR 40.0000 Section 40.0483. ' If you have any questions or comments on this Tier Classification or the enclosures, please feel free to contact us. 1 Faunce Corner Office Park 221 E. Main St. • Suite 205 P,O. Box 1051 86 Faunce Corner Rd. • Suite 410 Milford, MA 01757 Sandwich, MA 02563 N. Dartmouth, MA 02747 (508) 478-2206 • FAX 478-0327 (508) 888-9282 • FAX 888-5859 (508) 997-5422 • FAX 999-4060 f ' Ms. Andrea Papadopoulos February 16, 1995 Page Two Very truly yours, ATLANTIC ENVIRONMENTAL TECHNOLOGIES, INC. ,f Richard B. Learned Hydrqgeologist Toivo A. Lamminen, Jr. Licensed Site Professional { Enclosures: Tier Classification Form (BWSC-014) Numerical Ranking System Scoresheet r Phase I Report cc: Mr. Leonard Pinaud DEP-SERO . - i Mrs. Sheila E. McGovern . ' TABLE OF CONTENTS 1 Section 1.0 Tier Classification Form ' Numerical Ranking.System Scoresheet Section 2.0 Phase I Report 1 1 1 1 1 1 1 1 1 1 1 1 II 1 Ol N01103S Massachusetts Department of Environmental Protection BWSC 014 ' Bureau of Waste Site Cleanup c y= s jlr N�,f ., r Release TrackinglDispo Site Number TIER CLASSIFICATION SUBMITTAL _ TRANSMITTAL FORM (pursuant to 310 CMR 40.0500) «` ' A. DISPOSAL SITE LOCATION ' Disposal Site Name(optional): Pine LANE Street 8 _ ' _ Location Aid: Blossom Ave. City/Town: Ost ervi 1 1 e, MA Zip Code: 02655 Additional Release Tracking Numbers that this Tier Classification Addresses: ' _i with i TierClassification .. .i I ' Is a map or survey attached that differs from the accompanying Phase Report submitted w t this e Submittal Transmittal Form? No ❑ Yes ' B. PERSON SUBMITTING TIER CLASSIFICATION SUBMITTAL: Name of Organization: Name of Contact: Sheila E. McGovern Title: Street: 89 Pine Lane CityfTown:, Jsterville State: MA Zip Code: 02655 - ' Telephone: 508 — 428 — 4660 Ext. C. RELATIONSHIP TO DISPOSAL SITE OF PERSON SUBMITTING TIER CLASSIFICATION SUBMITTAL: ' (check one/specify) - ❑ RP Specify(circle one): Owner Operator Generator Transporter Other FIR ® PRP Specify(circle one): Owrie - Operator- 'Generator Transporter Other PRP: ❑ Agency/Public Utility on a Right of Way ❑ Other Person: `` x .D. TIER CLASSIFICATION INFORMATION: Tier Classification Opinion(check on ❑ Tier IA ❑ Tier IB ❑ Tier IC ® Tier 11 Does this Tier Classification revise a previous Numerical Ranking Score? No ❑ Yes Numerical Ranking Score from Numerical Ranking System(NRS)Scoresheet: 187 x Check which,if any,of the Tier I inclusionary criteria,pursuant to 310 CMR 40.0520(2)are met for the disposal site: ❑ Evidence of groundwater contamination with oil and/or hazardous material at concentrations exceeding the applicable RCGW-1 ' Reportable Concentration set forth in 310 CMR 40.0360 and such groundwater is located within an Interim Wellhead Protection- Area or Zone 11. ❑ An imminent hazard is present at the time of Tier Classification. The following documentation must be attached to this Transmittal Form r,;.1 Phase I Report pursuant to 310 CMR 40.0480. - - 2. Numerical Ranking System (NRS) Scoresheet pursuant to 310 CMR 40.1500 and other information referred to in the NRS Scoresheet. ' 3 Other documentation as needed pursuant to 310 CMR 40.0510. Specify other documentation attached , r , HZ i ' Revised 10/15/93 This form is printed on recycled paper. Pagel of 3 •sr 4, e .. _. ' ::...•w . kf,�:�3'"mCLea�+ f +a. '`.-:.. 2 4 _.:�t, �• ..: a._ ..-a.-:a . ,� - �.. Massachusetts Department of Environmental Protection BWSC 014 �2 _ .y.:,:. 's rs'.J`� j,�T.�fi P F rz!.ets,�3 � '-' �w ,'�FS l..,, " al� s _ Bureau of Waste S/te-Cleanupx�� _ �� � 4y °!i' y, f Kr.�,::-. a ryF a r -t �i M. P t �. tip. 3r a 1 1 far r s .F. ,v 2 rN nu�, Release TrackinglDrsposa4 Site Number i TIER CLASSIFICATION SUBMITTAL .TRANSMITTAL FORM (pursuant to 310 CMR 40 0500) f `` 41 E -COMPLIANCE HISTORY FOR TIER II SITES,. iM 'rt, ..::, .� ..,�r Each person filing a Tier II Classification Submittal and conducting response actions at a Tier 11 site must complete this section (Compliance _ history for Tier I sites is included in the Tier I Permit Application.) List any disposal site at which the person submitting the Tier.Classification,3;�; ' Submittal is presently undertaking either a Tier I or Tier II response action -' a ! t , --�,...k,x ..�.;i- ,,�. -.�. � - 4 v c,y.`r•�, .`, 1. .:~ �yL }3 �-.-'. %s r..w� -...>...;le- � v} `',"-.; A DISPOSAL SITE NAME(S). TIER CLASSIFICATION BWSC PERMIT NUMBER(S) "`RELEASE TRACKING OR A , � • ,; I _ II „`< (where applicable): DISPOSAL SITE NUMBERS) ' £�9 Pina Tana ❑ ❑X El I List all other permits or licenses that have been issued by the Department that are material to this disposal site: PROGRAM: PERMIT NUMBER: - PERMIT CATEGORY: M FACILITY ID ' Air Quality - Hazardous Waste(M.G L c 21C) y Solid Waste Industrial Wastewater Management - Water Supply .. . ,Water Pollution Control-Surface Water 4 T.. Water Pollution Contro"roundwater c Water Pollution Control-Sewer Connection �- "'Wetland&Waterwaysy t �� - .£ List all other permits,`licenses,certifications,registrations,variances,or approvals that have been issued by Federal,state,or local authorities `; 7- ., and that are material to this disposal site: ISSUING AUTHORITY/PROGRAM OR DOCUMENTATION TYPE: IDENTIFICATION NUMBER: DATE ISSUED: s. {{'iz' +k �. � 6 ' ;" h• / ,. _.} -i'� {�M�i ,w�C�`r a:sp��7n :ie� 7 ".; 3�a..� � E f i Yid 2 .r. 7 +� } 'Attach a statement which details the historyof compliance of the person filing the'Tier II Classification Submittal with the Department's ;requirements,including L but not limited to,M.G. c 21E,310.CMR 40.0000,and other laws for,the protection of health,safety,public welfare r and the environment administered or enforced by other Federal state and local government agencies,that are material to the disposal site r � ,,:a:r". v't�':t`'.` •'':3`� r^ '.:.�:�° k�.,'.Y i •k.�..- `. ...:. Such statement should identify information such as. action(s)matenal to the disposal site taken by the Department..s to enforce its requirementsH y including', but not limited to, Notice of Noncompliance(NONj'Notice of Intent to Assessbvil Administrative'Penalty(PAN), administrative',zr j enforcement order,Notice of Responsibility(NOR), Notice of:Intent to Take Response A666'(NORA);Administrative Consent Order;.Judicial � ,Consent Judgment,similar administrative actions taken by other:states;-Federal,' r local agencies;and/or civil or criminal actions material the disposal site brought.on.behalf of the Department or other Federal state`or local agencies and any additional information relevant to the ',h � applicants history of compliance For each action identified provide the following information •` ♦ Name of the Issuing Authority,Type of Action,Identification Number and Date Issued ♦ Description of the Noncompliance Cited F y-N j- ` n s,e, '.tit r 3: C '' ✓` ; n, y `+ d " 'L4.: ♦ Current Status of the Matter » _ �,• :w ♦ ' Final Disposition,if any Make additional copies of this page as needed and Indicate number o/additional pages attached.- Revised 10/15/93 This form is printed on recycled paper. Page 2 of 3 M, - +' Massachusetts Department of Environmental Protection , BWSC 014 + �-yB t Cenupt �U/2aUf:W 'a1 at Via. elease TrackinglD,sposalSdeNumber "y �r ' TIER CLASSIFICATION TRANSMITTAL TRANSMITTAL FORM (pursuant to 310 CMR 40.0500) X ::.' { -1i%,'•M,y n'R'r:fir s.�+.�� m:»s. i..WA h7 frl'S-"t�" x 4 J} . .S ., ..�,r .'.r., ... ..:,,n ^ Vt ✓"8 S 3�iY`a �'j t i•iz`^''�t�`,it i-i':.i.. F. CERTIFICATION OF ABILITY AND WILLINGNESS(TIER 11 ONLY): - r•�t_:4+j•,h ...;: ."=:�..,d't, '"-+h,..:_ a+," i-•..,: w:::.x'. ' P, �t ?"' ,_� _ I certify under penalties of law that I have personally examined and am familiar with the requirements of M.G.L.c.21 E and 310 CMR 40.0000 and,based upon my inquiry of those Licensed Site professionals employed'or engaged to render Professional Services at the disposal site that .. is subject of this Tier 11 Classification Submittal and my understanding as to the likely costs and necessary response actions at.this site I believe that I have the technical,financial and legal ability to proceed with response actions at this site in accordance with M.G.L.c.21 E,310 CMR 40.0000 and other applicable requirements. I am aware of the requirements in 310 CMR 40.0172 for notifying the Department In the event that I am unable to proceed with such response actions r Sheila..E. McGovern Title Owner ' Name of Person(print):'� Signature: ' Date: G. LSP WHO PREPARED THIS TIER CLASSIFICATION OPINION AND TRANSMITTAL FORM: ' ; Atlantic Environmental Technologies, Inc. Name of Organization f Name: To�vo A •'"-L•aminnen."Jr.r Title: LicensedSite Professional 1 Telephone 508 = ix 888 - 9282 •' ' I attest that I have personally examined and am familiar with the information contained in this submittal, including any and all documents ' accompanying this attestation,and in my professional judgment,this Tier Classification complies with the provisions of M.G.L.c.21A,:§§19 19J, 309 CMR, M.G.L. c. 21E, 310 CMR 40.0000, and all other laws, regulations, orders, permits, and approvals applicable to such Tier'; .-Classification. [am are that significant penalties may result Including but not limited to,possible fines and imprisonment,if I wilfully submit tinformation which I ow to be fats Inac ate or incomplete Signature _ fi.Seal y Cry Date: . AU�� TOIVO y ', 4 ' LlcenseNumber rG � "� :y F ,a� r a S L.ANuvfl��-�}�� e�7 0 .9nNo 6846�Q J -i x FOSITE4P`�` fez a x ' H. CERTIFICATION OF PERSON SUBMITTING TIER CLASSIFICATION SUBMITTAL (TIER 1 AND TIER 11): I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained herein is,to the best of my knowledge and belief,true,accurate and complete. lam aware that there are significant penalties Including but not limited to,`possible fines and imprisonment,for wilfully submitting false Inaccurate orb incom lete information: ,.' `.yp at r •t a, it +x.},-..E .�' � < r t3.}r 3+-�l t.rst w'� i 3 xyy# r�t4,�,..�+:z.: •� .` Name of Person(pant): Title g Y//f /,yl, n A ' �] 9 /7 r S`f • 1 C lS" V�� /�/ r k Date- � /JL`—i!/ --f— �.Si gnat h J x ti t t �^1&i � - � t t A sz'� 'f`' .t .•r.+. s e y ; - > " �� �,'>F',�`S 4 S a 5 k; i ;a' t ' .r •? 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M �, r �' ; I✓ �` �x ay m fir 7 `r r A• r i re Y• :'.7 F -E- „f `i FSy,,�,. e .l , v y Li ear"'^ .♦'i y ���:+J, v 9.,sa ?.�C - lv,° �f' �" fi 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION MASSACHUSETTS DEPARTNMNT OF ENVIRONMENTAL PROTECTION Bureau of Waste Site Cleanup NUMERICAL RANIQNG SYSTEM SCORESHEET (310 CMR 40.1511) CLASSIFICATION SUBMITTAL DISPOSAL SITE SCORE ImtW Submittal Re-Cias ifia'ad II ID Tip V VI TOTAL ' ® 15 67 45 60 0 187 Disposal Site Tier Classification I II Permit Level(Tier I Only) A B C ' OetOt000tlOY0Y0Y0000Y. . L DISPOSAL SITE INFORMATION i DEP Release Nodfication Number 4-10281 Nt 46 09 746m ' DEP Disposal Site UTM Com'dinata 3 84 492m Number Disposal Site Name Residential Property Disposal Site Address 89 Pine Lane City: Osterville, MA Zip: 02655 Is the Disposal Site classified Tier I because it.is loafed within the boundaries of a Zone II or Interim Wahead ❑ Protection Ara and groundwater concentrations exceed RCGW-I? Yes ❑ No ' Is the Disposal Site classified Tur I because an Imineet Haard is present at the time of Tier Classificuion putsuant to 310 CAR 40MMXal2. Yes ❑ No ❑ Pursuant to 310 CAR 40.0520(2Xc).is the Disposal Site classified Tier I because a Tier Classification,Permit Appheation,or RAO has not beat submitted to the Dgwm mu within one year of Release Notification or m ❑ aecardance with an interim deadline established by the Department? Yes ❑ No 1 certify tbu I have personally completed this Numerical Rankin ��. g S yam Scorabeet,including any atsadiuieat:,and that,based on my inquiry of those individuals for g pans for obtaining this information.I believe that the information is we,acwrate,and complete. I am awue that there acts significant penalties I'maed Site Pof Sign)ire ISP on N r Date �7 /N- /� • dim -�i� /fir ' dl try) �h � � V, UP N (Printed) Company Name TdeQhone Number 0 ���H0F/�9�S, /_ oy T.IVO ble Party.Potential Regxset ibie Parry.or Other Person who wal provide ossification in wCordance with 310 CAR 40.0009. A. n z l.Rh"E4iPdFh,JR. � 11119193 3l 0 CMR -942`21 v/ 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION ' 40.1511 (Continued) 11. EXPOSURE PATHWAYS - ' II. EXPOSURE PATHWAYS Scare according to 40JS12 -Exposure PaLhwa.y Designation Criteria ' DESIGNATION MEDIA NONE or EVIDENCE OF POTENTIAL LIKELY OR NOT CONTAMINATION EXPOSURE CONFIRMED APPLICABLE PATHWAY EXPOSURE PATHWAY A. SOIL (Includes Sediment) 0 15 100 150 ' B. GROUNDWATER 0 20 100 150 C SURFACE WATER (Includes Wetlands) 0 20 100 150 D. AIR 0 15 100 200 Note: Scorn only the highest value for each media,i.e., scare None or Not Applicable or Evidence of Contamiisarion or Potential Exposure Pathway or Likely or Confirmed Exposure Pathway. ' 11.M D) Summary Rationale for Section 11 A-D Values and Phase I Resort References L I ' A. Area of AST release is beneath a walk-under deck. Area has been secured with fencing and marked with "caution" tape. B. TPH levels in groundwater have been below 1PPM (RC S-1) since July 1994. C. Release area is down gradient of surface water body and zone of contribution. - I Ili n-E- OHM SOURCES 1 2 23 Number of OHM Sources 0 25 50 SECTION U SCORE(A.+B.+C.+D.+E.) A. B. C D. E. TOTAL-(15.700) 15 0 0 0 0 15 EEE ection V1 has been used to amend the soore for this Section of the NRS. a Jim 7/30193 (Effective 1011/93) 310 CMR -942.r2 ' 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION J 40.1511 (Continued) M. DISPOSAL SITE CHARACTERISTICS III.A. OHM TOXICPPY SCORE Highest OHM Toxicity Scare From Table IIIA.or Worksheet HI-A.I.on Following Pages. ' OHM Scored: 2 Fuel Oil (Virgin Product) Toxicity Score(1 -80) Concentration and Media: Soil TPH ---Highest `Value 12-,000 ppm 35 1 MULTIPLE OHMS ' Mon;Than One OHM With an OHM Toxicity Score of 2 30 No yes 0 30 OHM MOBILITY and PERSI STENCE Score according to 40.1514- OHM Mobility and Persistence j OHM Scored: Fuel Oil (Virgin Product) Score(0-SO) ' 20 M.D. DISPOSAL SITE HYDROGEOLOGY Score according to 40.1515•Soil_Permeabilit4 DEPTH TO GROUNDWATER SOIL PERMEABILITY (in feet) Low Medium High '25 2 4 8 10.1 -25 4 8 12 5.1 -10 8' 12 1 0-S 12 16 200 ' SECTION III SCORE(A +B+C+D) I B. C D. TOTAL-(3 - 180) 35 0 20 12 67 Lc"= hero if Section V1 has been used to amend the score for this Section of the NRS. 7/30/93 (Effective 10/1/93) 310 CMR -942.223 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION ' 40.1511 (Continued) Use Wori rheet 111Ad.to determine the OHM Tarieity Score jor OHM not listed in Table IIIA. See 40JS13 for Hwnan Health-Based Tadeity Values for each OHM. Worksheet IIIA.1 OHM TOXICITY SCORE HUMAN CONCEMMA77ON . ' HEALTH-BASED Use pg/g for Soil and pg/1 for Surface Water and Groundwater TOXICITY VALUE S 99 100-999 1,000-9,999 10,000- 100,000 > 100,000 KAPL KAPL KAPL<0.5" 0.5" - 12' > 12" ' <5 1 10 20 30 40 50 60 5- 19 5 15 25 35 45 55 65 20-29 10 20 30 40 50 60 I 70 30-39 15 I 25 35 I 45 55 I 65 75 ' 40-50 20 30 I 40 50 ( 60 70 80 11l A.1. OHM and Coneewations Used in Section 111 A.1. ' OHM Human Concentration Concentration OHM Health-Based (Soil- pg/g) (Water-pg/1) Toxlclty Toxicity Value Score 7130/93 (Effective 10/1/93) 310 CMR - 942227 t 310 CMR: DEPARTME NT OF ENVIRONMENTAL PROTECTION ' 40.1511 (Continued) IV. HUMAN. POPULATION AND LAND USES ' IV.A. HUMAN POP -ULATION Residential Population None 1 -99 100-999 >_ 1.000 Within 54 win ' 0 5 10 15 Institutions None One or More Within 500 feet 0 10 On-Site Workers None 1 -99 100-999 2 1.000 � ' 0 5 10 15 N.B. AQUIFERS' ' Soic-Source Auuiier No Yes j Name: Cape Cod Aquifer 0 i Potennally Producave Aquifer No Medium or High 0 15 WATER USE Pr=imity-of Disposal Site to Not Applicable(NA) Zone A Zone II.IWPA.or Public Drinking Water Supply Source SW Intake 5 400' 0 20 50 ' Persons Served by Public Drinking Water Supply NA 25 -999 1.000-4,999 5.000-49.999 >_50.000 0 5 10 20 25 Private Water Supplies Within 500 Feet None Commercial Agriculture Drinking Industrial Residential Food Processing (Not Ingested) on 10 15 25 Alternative Public Water Supply Available yes No (Viable Public Water Supply in Disposal Site Community ' and Public Water Connection•5 S00 Feet from Site) 0 25 ' SECTION IV SCORE(A+B+C) A. B. C. TOTAL-(0-205) 15 25 5 45 i Check here if Section VI has been used to atnead the score for this Section of the NRS. ❑ 7/30/93 (Effective 10/1/93) 310 CMR -942.228 t 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 40.1511 (Continued) V. ECOLOGICAL POPULATION V.A. ENVIRONMENTAL RESOURCE AREA,.; RESOURCE LOCATION ' Area of Critical Environmental Concern - >500'from Site 5 500'from Site On-Site 0 20 10 ' Species of Special Concern. >500'from Site On-Site or e'500'from Habitat Thmataud or Endangered Species Habitat 0 30 ' Wedands.Certified Vernal Pool,or > 100'.from Site 5 100'from Site Outstanding Resource Water On-Site 0 '-0 30 Fish Habitat >500'from Site 5 500'from Site On-Site I 0 =0 :0 ' Protected Open Space >500' from Site <_500' from Site On-Site �f (I.ocallS�edetaill'rusteel 0 20 50 SCORE SECTION V.B.ONLY IF SECTION V.A.SCORE IS 2 30. V.B. ENVIRONMENTAL TOXICITY SCORE Highest Environmental Tack-in,Score From Table VB.or Worksheet V.BJ.on Following Pages. OHM Scored: #2 Fuel Oil (Virgin Product) Tonicity Score(1 -35) ConcentrationaodMedia: Soil TPH Highest Value 12,006 ppm 20 SECTION V.SCORE (A.+B.) ' A B. TOTAL. (0- 185) 40 20 60 Check here if Section VI has been used to amend the score for this Section of the NRS. 7/30/93 (Effective 10/1/93) 310 CMR -942.229 4 ' 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION l 40.1511 (Continued) Use woAsheet VB.1.to determine Environmental Tosici S or OHM not listed in Table V.B.rycores/ See 4OJ516 for Environmental Taudcity Values for each OHM. Worksbeet VJL1 ENVIRONMENTAL TOXICITY SCORE CONCENTRATION EA'VIRONMEN"I'AL TOXICITY VALUE Use pe/g for.361 and pg/l for Surface Water or Groundwater 100-999 1.000-9.900 2 10.000 10 0 1 5 10 15 20 1 5 10 I5 20 30 5 10 15 20 25 40 10 15 20 25 30 s0 I 15 20 I 25 30 I gc V.B.J. OHM and Concentrations Used in Section VB.!. + OHM Environmental Conewumnon Concentration Environmental ' Toxicity Value (Soil- pg/g) (Water-pg/1) Toxicity Score 7/30/93 (Effective 10/1/93) 310 CMR -942-113 t 310 CMR: DEPARTMENT OF ENVIRONME NTAL PROTECTION t ' 40.1511 (Continued) VI. MITIGATING DISPOSAL SITE-SPECIFIC CONDITIONS �• MITIGATING DISPOSAL SITE-SPECIFIC CONDITIONS Disposal site-specific conditions that warrant amending the site score. Changes directly related to NRS Sections or Subsection scores may not reduce the score more than the relevant subsection value assigned for the disposal site in that subsection. Section V1 must reference specific pages of the Phase I. ' Section VI may not exceed t 50 Points and may be scored only in 5-point increments. Aoaeh additional pages as necessary. i II f I I t A Dtspoaal Site Score Amendment(Not to Exceed t 50 Points) Score 7/30/93 (Effective 10/1/93) 310 CMR -942...34 1 1 1 = 1 1 1 1 1 1 1 1 1 1 1 1 1 1 o•z N01133S C, Atlantic 1 Phase I Environmental:Site.Assessment Relative to Massachusetts General.Laws 1 Chapter 21E m Assessors Map 118,Parcel 82 89 Pine Lane Osterville,Massachusetts ! Prepared for: 1 Mrs. Sheila E. McGovern 89 Pine Lane 1 Osterville,Massachusetts 02655 1 Prepared by: 1 Atlantic Environmental Technologies, Inc. Environmental Services Division 1 Post Office Box 1051 Sandwich, Massachusetts 02563 ' February:1995 AET Project No.:5098 _ '15�:Sr2 �`�`'„'C 'rF[��'L r z k � t ��r x �` l: � ._�• ols� a,t i r �`c.. N e k z i. a i. c t. hY s c-. � .. ..d *.. TABLE OF CONTENTS PAGE 1.0 INTRODUCTION ' 1.1 Authorization 1 1.2 Purpose of Site Assessment 1 1.3 Scope of Work 1 ' 2.0 GENERAL DISPOSAL SITE INFORMATION ' 2.1 Site Location and Description 2 2.2 On-Site Workers 2 2.3 Size of Residential Population Within 'h Mile 2 ' 2.4 Description of Land Uses Surrounding the Site 5 2.5 Institutions Within 500 Feet of the Site 5 2.6 Natural Resource Areas Within 500 Feet of the Site 5 ' f 3.0 DISPOSAL SITE HISTORY ' 3.1 Record of Ownership 6 3.2 Current and Historic Uses 6 3.3 Release History 6 ' 3.4 IRA Plan 6 3.5 Management of Remediation Waste 6 ' 3.6 Initial Soil Sampling 8 4.0 WELL INSTALLATION AND SAMPLING 9 ' 5.0 MIGRATION PATHWAYS AND EXPOSURE POTENTIAL 1 5.1 Subsurface Migration Pathways 12 5.2 Exposure Potential 12 ' 6.0 FINDINGS RECOMMENDATIONS AND CONCLUSIONS 6.1 Findings 13 ' 6.2 Conclusions 13 "4"e Ti3 X 7 Y ♦h &% " k e y t q ' LIST OF FIGURES Figure 1 -Locus Map Figure 2 - Assessor's Map =X= Figure 3 Site Map LIST OF TABLES Table 1 - TPH Levels in Soil Samples (February 28 and March 17, 1994) Table 2 - TPH Levels in Groundwater Samples (March 19, 1994) '. Table 37 TPH Levels in Soil and Groundwater Samples (April 4, 1994) Table 4 - TPH Levels in Groundwater Samples (June 24, 1994) ' LIST OF APPENDICES Appendix A-Bill of Lading and Certificate of Recycling Appendix B - Soil Borings Logs Appendix C -Laboratory Results Appendix D - Statement of Qualifications of Personnel Conducting Site Assessment All 1.0 INTRODUCTION ' 1.1 Authorization This Phase I Environmental Site Assessment was conducted at the request of the owner of the subject property, Ms. Sheila E. McGovern. 1.2 Purpose of Site Assessment The purpose of this Site Assessment is to enable Atlantic Environmental Technologies, ' Inc. (AET) to render a professional opinion concerning the existence or threat of a release of Oil or Hazardous Materials at 89 Pine Lane, Osterville, Massachusetts (the site), also referred to as Parcel 82 on Barnstable Assessors Map 118. The primary goal of the Site Assessment is to evaluate the extent of any existing threat, or likelihood for any future threat to the public or the environment posed by such a release. ' 1.3 Scope of Work The Scope of Work for the Site Assessment was as follows: ' A. Installation of 8 groundwater monitoring wells s on the site. � g (MW ) ' B. Soil sampling and analysis from 5 of the MW boreholes. C. Groundwater sampling from the 8 MWs. D. Analyses of the soil and groundwater samples at a laboratory certified by the ' state. E. Preparation of a Phase I Environmental Site Assessment Report discussing the ' work conducted and the results thereof. The report includes an analysis of site conditions relative to 310 CMR 40.000, the 1993 Revised Massachusetts Contingency Plan(MCP), as well as recommendations for further action, if ' needed. f 2.0 GENERAL DISPOSAL SITE INFORMATION 2.1 Site Location and Description DEP RTN: 4-10281 ' Address: 89 Pine Lane Osterville,MA County: Barnstable U.S.G.S. Quadrangle: Cotuit, Massachusetts, 1974 (Figure 1) Assessors Reference: Map 118, Parcel 82 (Figure 2) ' Longitude: 70°23' 1311 Latitude: 4l° 37' 56" UTM Coordinates: 46 09 746m.N 03 84 492mE The site is approximately 0.37 acres and it slopes steeply from south to north toward ' Sam's Pond. Much of the site is developed by the house and driveway, however, the slope to the pond in back of the house is covered by low-lying shrubs and small trees. Precipitation is controlled on-site and infiltrates into the soil. ' 2.2 On-Site Workers ' There are no workers on-site on a daily basis. During the assessment and well installations, there were at most five workers on-site at any particular time. Monthly groundwater sampling requires no more than two workers on-site. ' Th residence e es dence is only used part of the year by the owner and her family, mostly in the ' summer. 2.3 Size of Residential Population Within V2 We ' To estimate the residential population within '/z mile of the site, a count was made of the' houses on the U.S.G.S. topographic ap for the area(Figure 1). There are less than 400 ' houses in this area, many used on a seasonal basis or as retirement homes. Using an average occupancy of 2 to 3 people per house results in a population of 800 to 1,200 people. Therefore, for the purposes of this report, a population estimate of 999 within '/2 ' mile of the site is suggested. Illsli�q�l�llQ;i�.'t'��\\� (�� •ice ��; � f �L: l�,���1 �'` I_ ,' ` r, �j � ,�� �fir� • Q� � Ila OWN E � , P.O.Aflantic BOX 1051 ENVIRONMENTAL I 0 1 1 1INC. 1 02563 Engineers • 1• . . . -9282 2T -- - ---- --- _ - �s.z..z�4 TowE9 uc. $ 42AC. '� 32 ���` .�a L so 76 75 16 g w 98 98 97 e 28 .39 AL• 29 .4 0l Is1 6AC. '.3]AC- .32AC. v .3�A6 .3AAC• '_ STREEt .. __ 67 106 \00 es ,yS A� 6'1 y' 60 IP. R 10 31 A4 r 1 � � _ v � r Ali \� i r , SAWS POND 26: st i Io4-z I.05 A:- \ O 62 ro'd'u`!N ES"T SITE ,'- Ao►° ' I.P O� O 6 . 9 • , 1 15 04 1 N° ' , P eo 0 �Ap eb 83 . 84 3&C. a� •234C. .23AC. a° 62 100 sw A1-'\P• ,�j71 PINE yo i i 24 66 60 A 36ju- y •24►C. n ® .o ' W 09 c A9.` �' $\ i $ 32 © y 7i 92 SA A ® J 79 O 14►C 0 22AC' ' .r•0,\66� IL9 o TO 30 A0• c T. 73 eL 'J TB .2706C. 53 Iw g ?a AC• 50 Ac 1 � Atlantic P.O. BOX 1051 ENVIRONMENTAL TECHNOLOGIES, INC. SANDWICH, MA 02563 ' r Engineers&Environmental Scientists (508) 888-9282 Figure 2 - Assessors Map, 89 Pine Lane, Osterville, MA or r,�•Iz�lY"'�Y.c.C'ZY-rtOg1�� YdJ i' j �'2. - . .,y i.. s - r.4 ' 2.4 Description of Land Uses Surrounding the Site Vacant land abuts the site to the west and Sam's Pond abuts it to the north. Property to '. the east and south are residential (Figure 2). The site is located in a residential neighborhood not far from the Osterville business district. 2.5 Institutions Within 500 Feet of the Site There are no institutions within 500 feet of the site. 2.6 Natural Resource Areas Within 500 Feet of the Site a. Sam's Pond, which is a small kettle pond of approximately 4 acres, and a wetland to 1 the southwest of the pond are the only surface waters within 500 feet of the site. b. There are no known private wells within this distance. The edge of a Zone II ends at ' the southern extent of Sam's Pond, placing a small portion of the outer boundary of the Zone II within 500 feet of the release. ' c. All of Cape Cod is designated a Sole-Source Aquifer, therefore, a potentially productive aquifer does exist within 500 feet of the site. Sam's Pond is a fish habitat that is used by area fisherman. There are no known Areas of Critical Environmental ' Concern; local, state, and/or federal protected open space; or Species of Special Concern or Threatened or Endangered Species within 500 feet. 1 i -5- r s` ' 3.0 DISPOSAL SITE HISTORY 3.1 Record of Ownership 1986 to Present Sheila E. McGovern Prior to 1986 Raymond& Anne Lavey 3.2 Current and Historical Uses The site is currently being used as residential property. The house was built in 1951. ' Prior to that the property had been vacant land. _ 3.3 Release History ' On February 23 1994, an above-ground storage tank(AST) spilled approximately 200 gallons of No. 2 fuel oil onto the ground surface next to the house(Figure 3). The cause ' of the release was a leak in the AST over several days. The AST was located on sloping ground at the northeast corner of the house beneath a deck. At the time of the spill, the ground surface was frozen and the fuel oil ran down the slope and migrated into the vadose zone along the foundation. The approximate limit of the spill is shown in Figure 3. The residential area which includes 89 Pine Lane in Osterville, is served by town water and no private wells are located in the area. 3.4 IRA Plan ' On February 24, 1994, Mr. Leonard Pinaud of the Department of Environmental Protection's (DEP) Southeast Regional Office gave oral approval to excavate and remove ' contaminated soil next to the foundation to a depth of 3 feet, and to conduct site assessment activities to identify the limits of contamination in the vadose zone and to determine if groundwater was impacted. 35 Management of Remediation Waste ' Following the removal of the AST, approximately 11 tons of contaminated soil was excavated from the spill area. Soil removal was limited to about 3 feet below the existing grade due to the proximity of the spill to the foundation of the house. The excavated ' material was removed from the site and transported by Clean Harbors, Inc. of Braintree, Massachusetts, to AMREC in Charlton, Massachusetts, on May 2, 1994, under a Bill of Lading. The Bill of Lading and a Certificate of Recycling from AMREC for"10.97 tons ' which was issued on July 20, 1994, are included in Appendix A. 4,4 r x' ' 3.6 Initial Soil Sampling ' Composite soil samples were taken by AET personnel on February 28, 1994 and March 17, 1994 (SB1 and SB2 in Figure 3) (see also Appendix B for soil boring logs). These samples were analyzed for Total Petroleum Hydrocarbons (TPH) at a state-certified ' laboratory, and the results indicated TPH levels exceeded the DEP Reportable Concentration (RC) of 500 ppm for S-1 soils in GW-1 groundwater area (Table 1). The laboratory report for these soil samples is included in Appendix C. TABLE 1: TPH Levels in Soil Samples DATE DEPTH TPH RC/S-1 SOILS BELOW GRADE (ppm) (ppm) ' SBl SB2 2/28/94 0'-6' 29,000 32,000 500 3/17/94 6'-10' 2,900 34,000 500 3/17/94 10'-15' 230 12,000 500 3/17/94 15'-20' 2,300 1,100 500 3/17/94 20'-25' 1,700 1,200 500 1 i 1 1 1 -8- r i 4.0 WELL INSTALLATION AND SAMPLING ' s tEight locations were chosen for the installation of groundwater monitoring wells (MWs) (Figure 3). These locations were based on the location of the spill and characteristics of the site, which is situated on a kettle pond called Sam's Pond. The MW locations and dates of installation are as follows: - 1. March 17, 1994 A groundwater monitoring well (MW-1, shown in Figure 3)was installed in soil boring SB 1 on March 17, 1994, and sampled on March 19, 1994, to determine if ' fuel oil had migrated to groundwater. A groundwater sample from MW-1 was analyzed for TPH and Hydrocarbon Fingerprint. The TPH level was 31 ppm, which is above the RC of 1 ppm for GW-1 groundwater areas (Table 2). The Hydrocarbon ' Fingerprint confirmed that the contamination was No. 2 fuel oil (Appendix Q. ' TABLE 2: TPH Levels in the Groundwater Samples ' DATE TPH (ppm) RC/GW-1 MW-1 (PPm) 3/19/94 31 1 2. April 4, 1994 ' On April 4 1994 -2 - - -p , MW , MW 3, MW 4, and MW 5 were installed behind the house to determine if the release threatened Sam's Pond and the Zone II. Composite soil ' samples, taken from the boreholes of these MWs, and groundwater samples were analyzed for TPH(Table 3) and in all samples the results were below the "reporting limits" of the laboratory and below the RC for S-1 soil and GW-1 groundwater ' (Appendix Q. ' The groundwater flow direction was then determined by a surveyor's level and a water interface meter. A benchmark of 100.00'was assumed at one corner of the outside deck. The resulting water table measurements, shown on Figure 3, indicated ' groundwater flow to be in a southerly direction toward Pine Lane and away from Sam's Pond. ' 3. June 13, 1994 - Three additional groundwater monitoring wells (MW-6, MW 7, and MW- 8)were installed in front of the house on June 13, 1994, to determine any impact on the groundwater downgradient of the spill. ' Water table elevations in MW-6, MW-7, and MW-8 confirmed groundwater flow to be in a southerly direction toward Pine Lane and away from Sam's Pond (Figure 3). 4. June 24 1994 Groundwater sampling of MW-1, MW-3, SB-2, and MW-7 was conducted on June 24, 1994. Table 4 and Appendix C.contain laboratory results. The RC for GW-1 groundwater of 1 ppm was exceeded in only one well, MW-1 (7.1 ppm). This is a reduction from the previous sampling event on March 17, 1994. ' TABLE 3: TPH Levels in Soil Samples it ' DATE DEPTH TPH (ppm) RC/S-1 BELOW (ppm) GRADE MW-2 MW-3 MW-4 MW-5 ' 4/4/94 15'-18' BRL BRL BRL BRL 500 4/4/94 20'-23' BRL BRL BRL BRL 500 4/4/94 25'-28' BRL BRL BRL BRL 500 BRL-Below Laboratory"Reporting Limits" TPH Levels in Groundwater Samples -, DATE TPH (ppm) RC/GW-1 MW-2 MW-3 MW-4 MW-5 (PP ) 4/4/94 BRL BRL BRL BRL 1 -10- zg - TABLE 4: TPH Levels in Groundwater Samples DATE TPH DPP m) RC/GW-1 MW-1 NM-3 SB-2 NM-7 (PPm) 6/24/94 7.1 BRL BRL BRL 1 BRL-Below Laboratory"Reporting Limits" 1 . i ., _ -11- ' 5.0 MIGRATION PATHWAYS AND EXPOSURE POTENTIAL 5.1 Subsurface M gIation Pathways The soil column throughout the vadose zone consists primarily of fine sands and silts with high porosities and soil-particle surface areas(Appendix B). These characteristics tend to ho ld the.fuel oil in the sort pore spaces by surface tension and adsorption. No confining layers, which could serve as a migration pathway, exist beneath the spill area. The ' potential, therefore, for lateral migration in the vadose zone is considered minimal. There has been downward migration of the fuel oil through the vadose zone due to ' gravity. TPH in soil samples has been found as deep as the water table(Table 1). TPH has also been found in groundwater samples from-NIW-1, which is in the middle of the ' spill area(Tables 2 and 5). Some continued downward migration through the vadose zone is expected. ' There is a minimal concern of migration of the fuel oil into any of the natural resource areas discussed above. Sam's Pond is upgradient of the release and the wetland is generally cross-gradient and over 200 feet away. 5.2 Exposure Potential The spill occurred beneath an upper-level, outside deck at the back of the house. Prior to the release, the area was used for storage. It has since been fenced and marked with "Caution" tape reducing the risk of accidental dermal contact or ingestion. These ' exposures are considered minimal because of the infrequent use of the house. The risk of inhalation of fuel oil vapors was greatest immediately after the release, however, at this time the house was not occupied. PID readings in the breathing zone have not indicated ' Volatile Organic Compound levels above Threshold Limit Values. 1 u -12 :L ' 6.0 FINDINGS, RECOMMENDATIONS AND CONCLUSIONS - The,findings, recommendations and conclusions of this Site Assessment are outlined below. Complete descriptions and supporting documentation of the details of the Site Assessment and its findings can be found in the above report. ' 6.1Y �' Fing- din s ; ' An above-ground storage tank located beneath an outside deck, release approximately 200 gallons of No. 2 fuel oil onto the ground surface. Laboratory results indicate that contamination exists in soil and groundwater, above the Department of Environmental ' Protection's Reportable Concentrations for S-1 soil and GW-1 groundwater. Fuel oil has migrated downward to the water table in the immediate area of the release. ' Composite soil samples from all levels of the vadose zone show TPH contamination. The release is limited to a 6 foot wide by 30 foot long area along two foundation walls. ' Groundwater has been impacted by the release, however, levels have declined from 31 ppm on March 17, 1994 to 7.1 ppm on June 24, 1994. ' No contamination was detected in soil or groundwater samples either upgradient or downgradient of the spill area. ' No natural resources, including surface waters, wetlands, or Zone Es, were impacted by the release. 6.2 Conclusions ' The risk of lateral migration of the fuel oil is minimal due to the relative homogeneity of the soil matrix and the lack of a confining layer. Continued downward migration is a possibility as demonstrated by the laboratory data summarized above. Human exposure through inhalation, dermal contact or ingestion is minimal due to the infrequent use of the property. Natural resources, including surface waters, wetlands or Zone II s, are not threatened by ' the release. A Release Abatement Measure Plan was submitted to the DEP on May 16, 1994 outlining ' the necessary steps to prevent the migration of fuel oil from reaching groundwater. -13- R - £ � � � % 1 1 1 1 1 1 1 1 1 1 1 1 1 1 d XION3ddV 1 ' APPENDIX A Bill of Lading and Certificate of Recycling 1 _ Massachusetts Department of Environmental Protection BWSC-012A Burea_u'of Waste Site Cleanup - Rebase TracoV NunoC*: BILL OF LADING (pursuant to 310 CMR 40.0030) �— 4 A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION WASTE.WAS GENERATED: Release Name optional): Street �r 'n n Location Aid '- City/Town: ©� ei i/ . /�P `4�7 /q . • Zip Cade: — Date/Period of Generation: _ /_ /— to /— Additional Release Tracking Numbers Associated with this Bill of Lading: *Note: It this Bill of Lading is the result of a Limited Removal Action(LRA)taken prior to Notification,a Release.Tracking Number is not needed. B. PERSON CONDUCTING R SPONSE ACTION ASSOCIATED WITH BILL OF LADING: F Name of Organization: �S Name of Contact P r �P Title: Street /J s e/,1/t1 r✓i 4/ �J' Cityrown: Cq M 7 q ell State: Zip Code: t — Telenhone: — — Ext. J C. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: (check one/specity) RP Specify(&zie one): Owner Ooerato: Generator Transporter Other RP: . PRP Soec$y(circte one): Owne Operator Generator Transporter Other PRP: • ❑ Fiducimy/Secured Lender 'vl ❑ Agency?ublic Utility on a Right of Way ❑ Other Person: If an owner and/or operator is not conducing the response action associated with the B11 of Lading,provide an an attachment the name, contact person,address and telephone number.including any area code and extension,for each.it known. D. TRANSPORTER/COMMON CARRI INFORMATION:Ti Tmnsporterr.:ommon Carrier me: (" ,o N ✓bars �t1J JC�.�y�Lt•S vt C ' I Contact Person: t t a n Title: S�tf1�'we s O Street Q, Ciry/Town. ;�rao 'Jencr Stater Zip Code: — Telephone: ( - _— 1200 Ext. E. RECEIVING FACILITYITEMPORARY STORAGE LOCATION: ' ir �47 ^ C Opetatorlru7r aty Name: /Y � Contact Person. - Tide: •.. Street /V7 0 c>✓D •�: ' Cityrown: C A i9 he �— Doh State: 'r-11— Ztp Code: TelephoneAUE y `�!r 1Fxt Type of FaaTuyr. Asphalt BatchlCold Mix ❑ Landfill/Disposal ❑ Incinerator (check one) (J Asphalt Batchr}{ot Mix ❑ -Landfill/Daily Cover ❑ Temporary Storage ❑ Thermal Processing C3. Landfill/Structural Fill• ❑ Other. i Division of Hazardousrm O l/)/ 9 Division of Solid Waste n' / n'I j WastelClass A Pert#: Management Permit srEPA Identification#: Actual/Anticipated Period of Temporary Storage(specify dates if applicable): `� / to Reason for Temporary Storage of applicable): 14 Revisec ion/53 This form IS prrnreC on recycle--paper. ?age t of 2 ,a Massachusetts Department of Environmental Protection BWSC-012A I Bureau of Waste Site Cleanup ftwtoer 'f O� BILL OF LADING (pursuant to 310 CMR 40.0030) ' E. RECEIVING FACILITY/TEMPORARY STORAGE LOCATION (continued): Temporary Storage Address: Street: n Cfty/fown: State: - 'uo Code: F. DESCRIPTION OF REMEDIATION WASTE: ' (check all that apply) ❑ Contaminated Media(circle all that apply): Soil Groundwater Surface Water Other. ❑ Contaminated Debris(circle all that aoply): emolition/Construction Waste Vegetation/Organic Materials Inorganic Absorbant Materials Othe. ❑ Non-hazardous Uneontainerized Was:e(circle all,that apply): Non-aqueous Phase Liquid Other. ❑ Non-hazardous Containerized Waste(circle all that apply): 'rank Bottoms'Sludges Containers Drums 1 = Engineered Impoundments Other: _ i ype of Contamination(circle all that aoply): Gasoline Diesel-ruei QLa)1I q4 Oil #6 01 Waste Oil Kerosene Jet Fuel Other: ' Estimated Volume of Materials: Cubic Yards: Tons: Other: t ' rf� VI, Contaminant Source(check oneispecify): ❑ Transportation Accident ❑ Underground Storage Tank EN Other. Response Action Associated with Bill of Lading(circle one): Immediate Response Action Release Abatement M asure ' UGGty-=+elated Abatement Measure Limited Removal Action(LRA) - Comprehensive Response Action Other tspecify): Remediation Waste Characterization Support Documental.-jn attached: _ ❑ Site History Information Sampiing and Anaiyucal Methods and Procedures ❑ Laboratory Data ❑ Field Screening Data 11 supposing documentation is not appended, provide an attachment stating the date and in connection with what document such intomtation was previously submitted to DEP. G. LICENSED SiTE PROFESSIONAL (LSP) OPINION: fJ Name of Oraan�tion: kl� f h Ail j7 M egn�i� re Cf'I �+ /O�>'e_7 1 T L SP Name: �O / (!8 � , ' /�gy�!/yl / /I P�7 Title: L h ff; �v 41-�V /V/'//n •J' Telephone: — —^� d� ext. I have personally examined and am familiar \with the information contained on and submitted with this form. Based on this information,it is my Opinion that the testing and assessment actions undertaken were adequate to characterize the Remediation Waste,in accordance with 310 CMR 40.0M0.and that the facility or location can accept remediation wastes with the characteristics described in this submittal. 1 am aware that significant pe�aIties including,but not limited to,possible fines and imprisonment may result it I will " hip tion which I know to. • be false.inaccurate,or mated.ly i plete. _ �OF MASs9 Signature: // Sea!: _� 701V0 CyG Date 2 L AMMINEN,JR to License Number. cl 7 �D � No.6846 a rP SnE H. CERTIFICATION OF PERSON CONDUCTING RESPONSE ACTION ASSOCIAT THIS BILL OF LADING: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification,and that:,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained herein is.tb the best of my knowledge and belie:,true,accurate and complete. I am ay.-are that mere are significant penalties.including, but not limited to,possible fines and imprisonment,for wilfully subrhitting false,inaccurate,or incomplete information. \+ Signature: aG2a r. 1�?.�C�t� Date. g Name of Person(prr;; Sfl�/Lf1 E'. J�ler O /eA� i•s�ta 2 of Revised 1011/93 Trus torsi.is panted on recyz ez pzpe:. Z 1- Massachusetts Department of Environmental Protection BWSC-0123 - Bureau of Waste Site Cleanup BILL OF LAD! G (pursuant to 310 CMR 40.00301 �_ ,� a' LOG SHEET OF L LOAD INFORMATION: is a o[7 one -.Presentative: ; Receiving Facili rary Storage Representative: I � � — Date of Receip• Tune of Rece' r. Date of Shipment Tune of Shipment tSp (circle one)t�m pm / /-1 _J-m- ITruckMactor Registration: Trailer Registration (if any): icircleanyton # /a Load Sae(cu.y .rtons ' LOAD 2 Signature of Transporter Representative: i Receiving Facility/Temporay Storage Representawe: i mate of Shipment Time,of Shipment _ Date of Receipt Time of Recei�:: /— /— (circle one)arnipm i1. /— ' Truck/Tractor Registration: Trailer Registration(it any): (circle one)amlpm i Load Size(cu.yds.hons): `LOAD 3: Sionature of Transporter Representatve: i Receiving FacilitylTemporary Storage Representative: I ' i Date of Shipment: Time of Shipment: Date of Piece: Time of Receipt ' — /— /— (circle one)am/pm /— T ruck/Tractor Registration: Trailer Registration(if any): i (circie one)amlpm Load Size(cu.ydshons): :LOAD 4: Signature of Transporter Representatve• i Receiving Facility/Temporary Storage P.epresen:auve: I � )ate of Shipment Time of Shipment Date of Receipt Time of Receipt /— /— /_ /— (circle one)amlpm i — ' Truck/Tractor Registration: Trailer Registration(if any), t (circle one)amlpm Load Sae(cu.ydshons): $LOAD E: Signature of Transporter Representative: i Receiving raciiityremporaryStorage Representative: t Date of Shipment Time of Shipment i Date of Receipt Time of Receipt: - /— /— (circle one)amlpm � — /— /— • ' Truck/tractor Registration: Trailer Registration(if any):'• (circle one)amlpm i Load Size(cu.yds.Rons): LOAD 6: Signature of Transporter Representative: i Receiving Facility!i emporary Storage Representative: Date of Shipment Time of Shipment i Date of Receipt Tune of Receipt (circle one)am/pm /— ' TrucklTractor Registration: Trailer Registration(it any): - It (circle one)amipm Load Size(cu.ydshons): LOAD 7: Signature of Transporter Representative: 11 Receiving FaciGty/Temporary Storage Representative: t Date of Shipment Time of Shipment i Date of Receipt Time of Recetoc t / /_ (circle one)amlpm /v /— Trailer Registration(it an t (circle one)amlpm Truck/1'ramor Registration: y) , Load Sae(cu.ydshons): ' 1,71LOG SHEET VOLUME INFORMATION: h,,,, �d Total Volume This Page(cu.yd sl. Total Carried Forward(cu.ydshons): Total Carried Forward and This Page(cu.ydshons): Revtseo 10/1193 Tars lam is pnnreo on recycree paper. Pa-oe Massachusetts Department of Environmental Protection BWSC-012C Bureau Of Waste Site Cleanup Fkawa ,Tr.0u,o N BILL OF LADING (pi:rs ant to sip ¢�+tR 40.0030) a- / •� SUMMARY SHEET. OF t K SUMMARY OF SHIPMENTS: c NUMBER OF LOADS SHIPPED: I DAILY'VOLUME SHIPPED(CU.YDS.l1'ONS): TE OF SHIPMrNT. DATE OF RECEiPt: I s1� =------1------------------ -----_ _ � --- - ------- QY----- --- -- - __ -------------------------- ----------------------------- -----------I---------------I ------_---------------- --------------------------- -----------------------1- f---------=---!------------------------------------------- --------------------------- ___________ _ ____________ --------------____-____-_____� ________________________� ___ ________ -_____________► ____-___-_-_-_-i ____--__-_-__-________-_--_i___-_-___________-__________ _________________I----------------------- - ' --------------� ---------------T-----_---=--------------=- --------------------------- --------------!---------------T---------------------------1----------------------------- --------------i---------------T--------------------------- -----------------=----------- --------------� -------------7 -------------------------- ----------------------------- ------------ ------- --------L-------------------------- -------------------------- -------= T--------------- ---------------------------1------------------ - -------------- -------------------------------------------!--------------------------- ---------=---- --------------- --------------------------- ------------------ --------- _ --------- ------------------ - -_----------- ---------------T------------------------- ----------------------------- --------------- -------------= -----------------=-------- ---------------- ---------- ---------------------- - -------------- ---=----------------------- ----------------------------- --------------- --------------- --------------------------- ---------------------=----- ---- ---------- ---------------i--------------------------- -------------------------------------------------------- ------------- SUMMARY SHEET TOTAL SHIPPED: I BILL OF LADING TOTALSHIPPED(cntY H different): Page of 2 Reme0 10/1193 . T1rs form is pnnteo on recyuev paper. — Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup ' Ae.aw Traro.p Numoer r BILL OF LADING (pursuant to 310 CMR 40.0030) SUMMARY SHEET ' L ACKNOWLEDGEMENT OF RECEIPT OF REMEDIATION WASTE AT RECEIVING FACILITY OR TEMPORARY STORAGE LOCATION: Receiving FacilityfTemporary — �'p` "� Title:. Location Representative(print. -� Signature: Date: S' JCL / M.ACKNOWLEDGEMENT OF SHIPMENT AND RECEIPT OF REMEDIATION WASTE BY PERSON ' CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this certification.and that.based on my inquiry of tnose individuals immediately resoonsibie for obtaining the information.the material information contained herein is.to the best of my knowledge and belief,true,accurate ano complete. I am aware that there are significant penalties, including,but norlimited to,possible fines and imprisonment,for willully submitting false, inaccurate.or incomplete information. ' Signature: �'t=� �••.•� Date: I I ' Name of Person(print): _�'t-/ l Lfa i MC C o✓f=�e� ML r - f Revised 1011,93 This lorm is pnnreo on recycrec paper. Page 2 c:2 r 225 Turnpike Road AMERICAN P.O.Box 653 ' Southborough,8)624 MA 01772 -- 17536 'Tel.(508)624-7006 RECLAMATION 130 Sturbridge Road Chariton,MA 01508 Fax(508)481-5393 CORPORATION Tel.(508)248-3777 AMREC Fax(508)248-7701 STOMER GBiERATOR LB C STATE A T QCK NO. C���cN �� - nS WEIGHT - TONS o +-1 - - " L F-;4ARKS �� O S�1 I IVER CON = FF `'Jc,-te �l V i �iGHER .. - Y J y '`''`� �'�?'1 F+*,m.9 iet•.r.i� m,,.:..+� �<� r...�•-« n,.,..•d ..... 1 :,',••i e•..n.MM we,..ef r..e+c/ r+....1 'i ' '::� •, 1 \' ,ti tit �//lI \\ ///lI \� �' �� ;: �-g,,`,n � � � �` � \1���1�it F' • � �1��1t ;� . it .>r I i,l,,•,' - i ` Issued to. Clean Harbors 10.97 This is to certify that the American Reclamation Corporation(AM REC) has received tons of ; �' 89 Pine Lane osterviile, MA , and !' . petroleum-contaminated soil from the site in that this soil has been recycled into asphaltic concrete paving material in accordance with the Recycling -' s, p Permit issued to AMREC by the Massachusetts Department of Environmental Protection. ?' A. to Sig American Reclamation �j ', �j,':'ii '•' Corporation ate: •." +' !Southborough MA ;:., Wo i'� '1 ''2?!;`n•' .1 r �' atit,PEC l: /•• •'•',/r y1%.•�1 t t�> �,. ._ �/1- �. , .,i'.I,' •'11}'. .r ./ i �.,Y,1='�r ,�•Irr�� i� ��• '. _ :i��,: •,»i:� f�•a}.'<.:,�i .�i.a 1_:.,Lt. _....•.,-i,` .r'•.i'.� 17 '- iti� :�,`;•:�,�;e'•rw•�J: S 'J',+{IA�'I�q i1•,'�� ( 3���1 ` j ':1�� i4',.. ' I r 1L �.� T!'iy:'1'�•i•,+' ,'Y�� ). `l Val ) ... r ,• t 1 1 1 1 x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 8 : XIQN3ddV i 1 1 i APPENDI X B ' Soil Boring Logs i r .. . ._._. --- •• - q p�NE Lac: - _.. ..... -• --•- --• -w.._ , } Project A: /V(c.C,oUF:zN Location�ST1=aV Driller EsMa,.►D WELL-tPt% tA.G Project No. SD 9 8 Boring ( SB ( Drilling Method Elevation Date Development Method - Elevation of Top of Surface Casing: . Stick up of Casing Above Ground Surface: - - - Elevation Top of Riser. A.-I Type of Surface Seat: 00 60�l00 bescc ton oo t I.D.of Surface Casing: D•iameter of Hole: Riser Pipe t.D.: - 8 Type of Riser Pipe: .FEZ ' Si 1a Type of Bacdiit: Elevation/Depth Top of Seal: 6krO - ! `C, ao �-n� Type of Seat: c.Sa►�d :::: :.;:1 Elevation/Depth Top of Sand: Elevation/Depth Top of Screen: Type of Screen- ' Slot Size x Length: • .. 1:"yy ' _ :::'� a � I.D.Screen: Type of Sand Pack: f> _ <1 Etevatlon/Depth Bottom of Screen: _ Sediment Sump with Plug: ! .0 ; L: Elevation/Depth Bottom of Hole: . Source:MADEP. • - -: -.mot"-"ri�s`.—R" '; I.V�M�Y�I "``"" Example of an M-built Overburden Monitoring Well Form. r 1 . Project sj; M c.-C- 6Vr7_N Location sMERvi) i F�4 Oriiler Esu►a�tD�t�tRtLL►�1G Project No. SO 4 8 Boring SB Z Dnlling Method E-�W D AU GEZ Elevation Date Development Method Elevation of Top of Surface Casing: ._ .. . Stick up of Casing Above Ground Surface: - Elevation Top of Riser. (Sol 1 , •: � Type of Surface Seat: 00 I.D.00 of Surface Casing: M� tt Diameter of Hole: Riser Pipe t.D.: ` - 14 Ve{\, Type of Riser Pipe: �r d Type of Badd'iil• l ►h 8 tS'�►d Elevation/Depth Top of Seal:Vj f Type of Seat. ,Sated Elevation/Depth Top of Sand: Elevation/Depth Top of Screen: Type of Screen: ' Slot Size x Length: I.D.Screen: 4j Type of Sand Pads: . !` Elevation/Depth Bottom of Screen: . I• ..... Sediment Sump with Piug: Elevation/Depth Bottom of Hole: Source:MADEP j. .. ....... •�YT►tiTIl1•.�>• Example of an As-built Overburden Monitoring Well Form. Project SS: M r--C-,0v9QN Location (SrEavi LLF;�A Driller DGS,wb9b WaL-,6R+, jqG Project No. . SO 4 8 Boring M W 2 Dulling Method Ro-r-,a ' Date Development Method Elevation . Elevation of Top of Surface Casing: ._ Stick up of Casing Above Ground Surface: --- - Elevation Top of Riser. .• • Type of Surface Seat: t I.D.of Surface Casing: Diameter of Hole: Riser Pipe I.D.: Type of Riser Pipe: Type of Baccfil1: Elevation/Depth Top of Seal: Type of Seat: ril Elevation/Depth Top of Sand: Elevation/Depth Top of Screen: Type of Screen: 9 = Slot Size x Length: I.D.Screen' - Type of Sand Pack I ElevationlDepth Bottom of Screen: Sediment Sump with Plug: Elevallon/Depth Bottom of Hole: i .ice..•�f�.t Source:MADEP. Example of an As-built Overburden Monitoring Well Form f pIN� �: �* c.• o Location Is -Egy Driller D ESM o,.t D 2� Rt U c7: /� �-f U�iz N1�� 1 ' Project No. SO 9 8 Boring Al V►1 I Drilling Method Ro-r,4Q y ALj G E Z Semen` Date Development Method Elevation of Top of Surface Casing: 1 Stick up of Casing Above Ground Surface: - - Elevation Top of Riser. 100. p Z • • Type of Surface Seat: I.D.of Surface Casing: Diameter of Hole: 1 Riser Pipe l.D.. Type of Riser Pipe: 1 Type of Bacidill: _ 1 Elevation/Depth Top of Seal: Type of Seal: Elevation/Depth Top of Sand: ElevatloNDepth Top of Screen: Type of Screen: Slot Size x Length: -v •1 '. I.D.Screen: _ Type of Sand Pack, I SevatiorVDepth Bottom of Screen: Sediment Sump with Plug: Elevation/Depth Bottom of Hole: . _ Source:MADEP _ :�:��:.��.-�:_ u.. - • :- . : :: • : _ •. . ... •. . . .,.•_ •-: �. Well Form Example of an As Overburden Monitoring i Project is;- Location S-C-ERVI mA DdUer D E5AAa9 n WaL-tR<LJ-►AIG_ ' Project No. SO q 8 Boring Drilling Method Ro-ra.Q Y ALJ G EB, Elevation` Date Development Method Elevation of Top of Surface Casing: .- - -. ' Stick up of Casing Above Ground Surface: - - Elevation Top of Riser. 4 9. 5 . ' . Type of Surface Seal: of I.D.of Surface Casing: Diameter of Hole: ' Riser Pipe I.D.: _. Type of Riser Pipe: Type of Badkfli I: 1 Elevation/Depth Top of Seat: . Type of Seat: Elevation/Depth Top of Sand: ElevatioNDepth Top of Screen: Type of Screen: -' Slot Size x Length: I.D.Screen. y Type of Sand Pack: {' Elevation/Depth Bottom of Screen: ~- Sediment Sump with Plug: Elevation/Depth Bottom of Hole: .. _. Source:MADEP. '4 " J a= '" �► = - Example of an As-built Overburden Monitoring Well Fomn. 5 N�L C,o U��z N Location Sr�c�v On'iler Proje� 1- : - Pioject No. SO 4 8 Boring M W S DnMg Method 9,0-raya y Au GE►Z Elevation ' Date Development Method M Y _ Elevation of Top of Surface Casing: Stick up of Casing Above Ground Surface: - - Elevation Top of Riser. qG• 58 A-I - •� • Type of Surface Seal I.D.of Surface Casing: Diameter of Hole: '= Riser Pipe I.D.: Type of Riser Pipe: Type of Baddill: j Elevation/Depth Top of Seal: Type of Seat. Elevation/Depth Top of Sand: f Elevation/Depth Top of Screen: I — Type of Screen: , �8'y — Slot Size x Length: ._ ,�•.., _ 'mil - • I.L.Screen. Type of Sand Pack! 1 ElevatioNDepth Bottom of Screen: LZ Sediment Sump with Plug: Elevation/Depth Bottom of Hole: .. - Source:MADEP. ..�:���...;,;;^•�•�,. _ • .. ..:__ . . . .. . � , .. ....•. .,.::-:�..- Well Form. - �� :y• = = Example of an As overburden Monitoring i -P,Nc �: , Project A L-GoyFTzN Location MA Driller DESMa.►D WIIL�R�c�►�LG Project No.: SO 9 8 Boring DnUing Method FRo,,r,4z y ,QtlGgIk 1 Elevation Date Development Method Elevation of Top of Surface Casing: .__ _ .. . ._ 1 Stick up of Casing Above Ground Surface: Elevation Top of Riser. )06.9 7 _ - N �'� Type of Surface Seat: .i I.D.of Surface Casing: - Diameter of Hole: 1 Riser Pipe L.D.: Type of Riser Pipe: Type of Backfiil: Elevation/Depth Top of Seal: Type of Seal: . j Elevation/Depth Top of Sand: Elevation/Depth Top of Screen: — Type of Screen: Slot Size x Length: 1: = I.D.Screen: Type of Sand Pack Elevation/Depth Bottom of Screen: _— ` ..... Sediment Sump with Plug: —.---- --- �'•— — >I Elevabon/Depth Bottom of Hole: .. .• _ _— Source:MADEP Example of an M-built Overburden Monitoring Well Form. I Project A M c,-GoVEQd Location OS-rERviuF Driller bESMa iD WELL.tR%L uAIG Project No. SO 9 8 Boring M YkI •7 Drilling Method POT--A-,MY Au GEf Elevation Date Development Method Elevation of Top of Surface Casing: ' Stick up of Casing Above Ground Surface: ,. _- .._... Elevation Top of Riser. 106. 3 I - •,'• Type of Surface Seat: _. f I.D.of Surface Casing: f Diameter of Hole: ' Riser Pipe I.D _. Type of Riser Pipe: Type of Backfilt: ' -ElevationJDepth Top of Seat: Type of Seat: r : •. I Etevation/Depth Top of Sand: Elevation/Depth Top of Screen: Type of Screen' •.�;,i :Slot Size x Length: I.D.Screen: Type of Sand Pack: ' I; Elevation/Depth Bottom of Screen- Sediment Sump with Plug: ElevationlDepth Bottom of Hole: , ' Source:MADEP •�!i �:j,.r N►�'{r:e ems.. .• ...— ... — '• _2v _ _ "� '"-�'- •�. . . Example of an As-built Overburden Monitoring Well Form. -P w E- L.l: Project ��: c,'C-1QVF7- Location STERV Driller bES,u►oi.iD1�IIL�Rt -�-�1G Project No. SO 4 8 Boring /VI W S Dulling Method Ro rA';Z Y .4u 6 EZ Tj T pie Development Method Elevation..t`. .ate ._. ... _. _ ... .v Y Elevation of Top of Surface Casing: ._ _ .. - Stick up of Casing Above Ground Surface: - - Elevation Top of Riser. 10 •og A-I . Type of Surface Seal: I.D.of Surface Casing: Diameter of Hole: Riser Pipe t.D.: Type of Riser Pipe: _ Type of Backfi l: Elevation/Depth Top of Seat: Type of Sean ... Elevation/Depth Top of Sand: :.r:.. Elevation/Depth Top of Screen: vG _ .SIT = Type of Screen: Slot Size x Length: ' I. Y 1. � v l.•.,•. I.D.Screen: ! '` = Type of Sand Pads: Elevation/Depth Bottom of Screen: Sediment with Plug: !- ent Sump ElevatloNDepth Bottom of Hole: • - Source:MAD_EP. As overburden Monitoring Well Form. Example of an erburd 1 i 1 1 1 1 1 1 x 1 1 1 1 1 1 1 1 1 1 1 a ^ XIGN3ddV 77, APPENDIX C Laboratory Results 1 1.t -� f r ' 1 Groundwater Analytical, Inc. GR13UNDWATER =8 Main Street ANALYTICAL Buzzards Bay. 444 Telephone(508)7b9-4441 FAX (50B)759-4475 - March 1, 1994 �j Mr. Toivo Lamminen 4 Atlantic Design Engineers, Inc. ' P.O. Box 1051 39 Pleasant Street Sandwich, MA 02563 ' Dear Toivo: ' Enclosed are the Total Petroleum Hydrocarbons Analyses performed for the 89 Pine Lane Osterville MA project, sampled on 02-28-94. This project was processed for Rush turnaround. A brief description of the Quality Assurance/Quality . Control procedures employed by Groundwater Analytical , and a statement of our state certifications are contained within the report. - This letter authorizes the release of the analytical results and should be considered a part or- this '- report. Should you have any questions concerning this .report, please do not hesitate ' to contact me. Sincerely, J 3 Jonathan R. Sanford Vice President ' JRNcac Enclosures 1 � 7 a: 1 GR13UN13WATER ANALYTICAL EPA METHOD 418.1 (Modified i Total Petroleum Hydrocarbons (IR Field ID: 1 6' Below Grade Lab ID: 7072-01 Project: 89 Pine Lane Osterville MA Batch ID: HI-0465-X Client: Atlantic Design Sampled: 02-28-94 Cont/Prsv: 500ml Glass/Cool Received: 02-28-94 Matrix: Soil Percent Moisture: 5 % Extracted: 03-01-94 Analyzed: 03-01-94 -w PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons 29,000 300 -T Elevated reporting limit due to required sample diluticn. BRL Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis or Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction. Test Methods for Evaluating Solid Waste, US EPA SW-946, Third Edition (198ti). I 1 GROUNDWATER --, ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) c - Field ID: 2 6' Below Grade Lab ID: 7072-02 Project: 89 Pine Lane Osterville MA Batch ID: HI-0465-X Client: Atlantic Design Sampled: 02-28-94 ' Cont/Prsv: 500ml Glass/Cool Received: 02-28-94 Matrix: Soil Percent Moisture: 5 J Extracted: 03-01-94 Analyzed: 03-01-94 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) Total PY etroleum Hydrocarbons 32,000 300 1 I P i 1 - i , Elevated reporting limit due to required sample dilution. BRL Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and wastes, US EPA ' ! EPA-600/4-19-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid waste, US EPA SW-946, Third Edition (:96d). 220 Main Street CHAIN-OF-CUSTODY RECORD . N4 .;. 6629 691 UNTIir�tDfV�IiAL -ATER Buzzards Bay, MA 02532 Telephone(500) 759.4441 AND WORK ORDER ANALYTICAL FAX(508)759-4475 ANALYSIS REQUEST r TURNAROUND Pr cl sme: ��� , e �(/� rOp -""" volutes 941n slsake Peet/tUrb retire txher 8 Y.'n C'.H r 4 <. � N'. .-7 r . O STANDARD(10 Business Days) LL Address: O I'll Y(5 Business ays} r Pr lid Number: �} rgr` $ _ A/.40( /Os O'RUSH(FLAN- w W a s pp s (Rush requbee nre Md Intbn NveE.r) i g W u d U a$g Sampler Name. city I State I Zip: � ? r�c n ❑ o a o a�i a a O �� / Please FAX IB'YE$ ❑ NO e Vd!7�Oi(r( ( FAX Number. . cr ~9 � _ � e o Project Manager Telephone: c a 1 BILLING „ ° a a ° °D °o° set 8�� 9 Rr �✓9rr/h _ o Purchase Order No: INSTRUCTIONS: tlse separate line for each container(except duplicates). g MetriK Contelner(s) Preservation Futersd Z O O O n o o E o e Q 8 ° o z Sampling 2 ur, U D NUMB ta v ti ¢¢j 6 ° U: tl NUMBER 0 RR 8 gg 7 r a o I ; SAMPLE 'uf a tY = (Lab the Only) � § � � C o o � o U o� 6 ' 8 Re IDENTIFICATION z _ ri ° d d >i �a _ 0 7-_Q L ds a d �hJ — 1h �� —— — _:. PROJECT SPECIFIC l4tATRIK CHAIN-OF-CUSTODY RECORD REMARKS I SPECIAL INSTRUCTIONS SPIKES and DUPLICATES Shippi ujMblli Numbers NO(E:Allse l 2 94 Wittod subject to Standard Termr and Lbndltiont on reverse hared. Many regulatory prugre+na end EPA Rd wished y plat De a Tine Received by spikes a roquhv pprolod tpecreflk mated epiksr andkz dupicsles.Each requested (6 Sp)spike d wnpla 4upti matrix cme should bey Seal Number. Ibted above as a separate sample.Each Reiinquishod by at Time Received by: MS,NSD and sample dupilcab raquirss an additional sample aligrrd. U YES.Please perform a project spodfie R Inqulshrrd by: Date Time He Iv by L a o7 MS.MSD or sample duplicate as Cooler Serial Number: requested above. qo El NO. se Plea do not perform a proled 1 Fede z re specific MS.MSD or—111vio Method of Shlpolenl: WA Courier I-)Expressp duplicate aneyets for this proled. I]UPS U Hand 11 CirGun�lwa►zr Anatyu::ai 111c 2-28 Main Strut !r 3_ C,� p�p p /� FR i3usaros Bay. )7 9-444 LS i�..+rr`�`$ �r y telephone (5Ce)75- 4441 f A NA LyTICA L FAX AX (50g)753-44,5 F cs f c T March 229 1994 Mr. Toivo Lamminen Atlantic Environmental Technologies P.O. Box 105102563 Sandwich, M t Dear Toivo: erfoi'-,:.,ed for the 89 trsampled on 0?-17-94 . This project was processed Enclosed are the Total Petroleum Hydrocarbons Analyses p Pine Lane Usterville project, for Rush turnaround. A ua'lity Control procedures Assuranc../Qstatement of our state A brief descriptionroundwat r the Analytical , a This letter authorizes this e employed by certifications are contained within thereport. -� - release of the analytical results and should be considered a par . report• report. please do not hesitate Should you have any questions concerning this to cont.act me. FSincerely, Jonathan R. Sanford Vice President s JRS/sb Enclosures GROUNDWATER EPA METHOD 419.1 (Modified) ANALYTICAL -rotal Petroleum Hydrocarbons (IR) 1 � Lab 1D: 7223-01 Batch ID: HI-0472-X SB' 6-10) Sampled: 03-17-94 Field t: 89 pine Lane 0onmen lle/50bnol Received: 03-18-94 Project: Atlantic Environmental 'technologies client: �pOml Glass/Cool o Extracted: p3-22 94 ' cont)Prsv: oil Percent Moisture: 8 �° Analyzed: Matrix: S �I LIMIT CONCENTRATION REPORTIN(mg/Kg) `e (m9/K9) PARAMETER 30 2,900 Total Petroleum i,drecarbons L f f �s Sp 1 cry sample weight. �iethuo f�dterence: McLI{nd 41tl.1 gRt = Below Reporting Limit. ysis Calculations based drocarbons, Total Recoverable, Methods for Chemi Method13�40 Infrared) - Petroleum Y Adapted for solids by Third Edition (spectrophotanetric, 4-7g-0P0, Revised (1983). F and iJastes, US EPA EPA-600/ Soltd blase, U$ EPA $1+-646, of Water Test Methods for Evaluating ;Modified) - so>,hlet Extrection. (198c). i GROLY Q�AT ER ANA EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) lab ID: 7223-02 Field ID: S81 �10-15) Batch ID: HI-0472-X - Project: 89 Pine Lane Osterville/5035.0 Sampled: 03-17-94 Client: Atlantic Environmental Technologies Received: 03-18-94 Cont/Prsv: 500m1 Glass/Cool o Extracted: 03-21-94 Matrix: Soil Percent Moisture: 12 �° Analyzed: 03-22-94 G LIMIT REPORTING PARAMETER (mg/Kg) 230 34 To+a1 Pet.rol ei;m Hydrocarb—S x F BRL Below Reporting Limit. Calculations based on dry sample weighL. MattiDd Reference; Chemical Analysis 418-1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Iotal Recoverable, Method 3540 of Watrr and Wastes. US EPA EPA-600/4-79-02.0, Revised (1983). Adapted for solids by of wat,modified) - SWaste Extraction, Test Methods for Evaluating Solid Waste, LIS EPA SW-846, Third Edition oxhlet II�6o). I tM ors (IRS SPA MESH Hyd ocarb WATER I°tad p et o�eu% 3 p3 1� �►�ALYT tab Batch Ip' p3_�7 _ ' ,ed, 03 18 94 SamP .�ed; � g4 5-20� terq1l'l e�epchro o9�e5 E 'tra�tea in . p3 22 94 1 d 10; g9 Pe 1. Ds 4 % Anal yZed ■ � roJect' At�ant^l Env ass pool nt Mo15ture: 1M1� C�}ent' r�ppml u Perce RtQOP�I�`m9 jY, pont�Prsv� Soil platr�X' 1 K 3p PN dr�cz',"ons �eiltli N� i, ti Q " encr: M�tru� Met,%od Rere1tor Cnem'cel 1e Weigtlt. Methods by Meth samp Re over*atle� �SoEPA°SWasAu, Third s teased on dry lota1 c pdepted f {t calculetleA)R, tYdrocarban.•'ed (19g31' Ws-t" 4!elo� RePortcn91� Tared) EPAr660(Qt oas0 orRE�luatlns $°lid Rpi tometri 6 EP 'hest Me 0 `Spectroph and Wastes.t%trac.tlon, Water °,h)et ci .d1 GROUNDWATER -- ANALYTICAL EPA METHOD 418.1 Modified) Total Petroleum Hydrocarbons (IR) 1- Field ID: S81 20-25) - Lab ID: 7223-04 Fl a Osterville 5035.0 Batch ID: HI-0472-X _ Project: 89 Pine Lan / 94 Client: Atlantic Environmental Technologies Received: 03-18-94 Cont/Prsv: 500ml Glass/Cool Extracted: 03-121 8-94 Matrix: Soil Percent Moisture- 15 �� Analyzed: 03-22-94 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) ' 1 ,7UU 30 Total Netr•o 1 eum hydrocarbons � I F BRL Bolow Reporting Limit. Calculations based on dry sample weight. Methud keferenue: Method 418.1 f (Spectrophetanetric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-•020, Revised (1983). Adapted for solids by Method 3540 ;M�rfifiedj - Soxhlet Extraction, lest mathods for Evaluating Solid Waste, US EPA JW-646, Third Edition GROUNDWATER EPA METHOD 418.1 (Mod'f i ed) ANALYTICALTotal Petroleum Hydrocarbons (IR) r Lab ID: 7223-05 -10 Batch ID: HI-0472-X SB2 6 ) Sampled: 03-17 9 Project: 89 Pine Lane,Osterville/5035.0 Received: 03-18-94 Client: Atlantic Environmental Technologies Extracted: 03-21-94 Cont/Prsv: 504m1 Glass/Cool 1'- 0 03-22-94 ,r Soil Percent Moisture: 13 Analyzed: matrix* CONCENTRATION REPURTIN(mg�Kg� (mg/Kg) PARAMET ER 830 34,000 petroleum Hvdrocar;�c,r�s T VT.U� J _ I. X F . below ReN:+rti+y Lt++.it. Calculations - Petroleum S ectrophotometrtc, Infrared) US CPA Ele;v.+ird reporting limit due to required sample dilution. L Wastes, based or, dry somple weight. Idpthod Reference'forM�Chemical lAnalysis of Water So Itdc.t Extraction, Test. Hydrocarbons, Total Recoverable, Methods r, Revised '1983). Adapted for solids by Method 35�0 (Modified, Third Edition Mr`nr.d: Tnr Evaluating 5ciid 'daste, US EPA SW-8�6. j �RQ IN13WATER (modified) AR"U"T6CAL EPA METHOD �dBoCarbons (IR) Total Petroleum HY Lab ID: 7223-06 562 10-15) e -sterville/5035.0 Batch ID: HI-17-94 04724 Field 1D: S Sampled: 03-17-94 Project: 89 Pine Lan Received: 03-18-94 Client: Atlantic Environmental Technologies Extracted: 03-21-94 Coat/Pt�sv: 500m1 Glass/cool Analyzed: 03-22-94 Matrix: Soil Percent MO1sture: 11 `� REPORTING LIMIT CONCENTRATION REPORTING PARAMETER (��9/K9) G 320 L n 12,000 C Total Petrol%l1T fIyd^ %aN^i vvns r I A dilution. 8RL = below Rapor•t�n? La1Petrule`um C!eveted reporting limit due to required .ample14dilrut 41. (spectrophotometric, infrared)es, U5 EPA lP weight. Method Reference: Water ano varcad on dry 5emP Methods for Chemical Analysis of 'total Recoverable, Method 3540 (Modified) - Soxhlet Extraction, Test Hydrocarbcns, Adapted for solids by F.PA-600i4-7u-020, Revised (1983), P W-�46, c Third Edition (19W- Methods Tor Evaluatir:14 Solid Waste, US EPA o 1 ` LIROUN13WATER ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) '-` Field ID: SB2 Lab ID: 7223-07 Project: 89 Pine Lane Osterville/5035.0 Batch ID: HI-0472—X Client: Atlantic Environmental Technologies Sampled: 03-17-94 ' I Cont/Prsv: 500m1 Glass/Cool ure: 5 % Extracted: 03-21 Received: 03— -94 Matrix: Soil Percent Moist —94 Analyzed: 03-22-94 PARAMETER CONCENTRATION REPORTING LIMIT (m9/K9) (mg/Kg) Total Petroleum Hydrocarbons 1,100 30 t t ;i A _I BRL = Below Reporting Limit. Calculations based on dry sample weight.. Methud Kefeleuce: Methud 418.1 (Spectrophotometric, Infrared) - Petroleum Hvdrozarbons, Total Recoverable, Methods tur Chemical Analysis of Water and Wastes, US EPA EPA-600!4-79-020, Revised (1983). Adapted for solids by Method 3540 ;h!a;!ified) - Soxhlet Extraction, Test Methods fcr, Evaluating solid Waste, US EPA $W-846. Third Edition 119Hb). ATER . GROL�IVDW i ANALYTICAL EPA METHOD 418.1 (Modified t . Total Petroleum Hydrocarbons (IR� ,d ID: SB2 �20-22) Lab ID: 7223-08 Fie. Batch ID: HI-0472-X Project: 89 Pine Lane Osterville/5035.0 ! Client: Atlantic Environmental Technologies Sampled: 03-17-94Received: 03-18-94 Cont/Prsv: 500ml "Glass/Cool Matrix: Soil Percent Moisture: 9 % Extracted: 03-21-94Analyzed: 03-22-94 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) ' 30 Total Petroleum Hydrocarbons 1 ,200 f 7 6RL = Below Reporting Limit. Calculations based on dry sample weight. Method ketere;we: McLhud 410.1 ,1 (Spectrophotome-tric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analycis of hater and wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 Modified) - �oxhlet Extraction, Test Methods for' Evaluating Solid Waste, US EPA SW-846, Third Edition •S ' DUI/ATER 3R[7UN f ANALYTICAL QUALITY ASSURANCE Project Narrative 4 � I Lab ID: 7223 osterville Project: 89 Pine Lane Client: Atlantic Environmental Technologies Received: 03-18-94 A. Physical Condition of Sam le s This project was received .by the laboratory in satisfactory condition. The sample(s) were received undamaged in appropriate containers with the correct preservation. B. Pr jf_ Documentation This protect was accompanied by Chain of Custody documentation, with the i of l owi ng amendments or corrections: z 1 . The dates of sampling are listed as 03-11-93 on the Chain of Custody, but should be 03-17-94. C. Analysis of Sam le s.1 (.c analytical anomalies- or non-conformances were noted by the laboratory during the processing of these samples. All data contained within this report is released without qualification. , s I'""°� � � �hw•� �.».,.... re.'»M�1 0...-+-w% +h !•�+'H le+•�^�W .,. ... .t Mr�,� .,.. .,,n r•�-.•..* �- •i-,1:-r:-•I _ 220 M.1in SITOVI CHAIN-OF-CUSTODY RECOHL) N8 MAI GROUNDWATER Buzzards Bay,MA 02532 ANALYTICAL Teiep►,one(508) 759.4441 AND WORK ORDER r-Ax(508) 7594475 TURNAROUND ANALYSIS REQUEST' Project Name: / r rr� J �h y„•,�rrrlt/+. / -- — - vor.liba rIStliesPOMWAb News M. rnt»r X 9 �j4l /��Ipr /�Cl� ,/.J y`/= I� STANDARD(10 Business Days) ---Y Ad�ross: y U PFUOFlIT!(5 Business Days) -I, - € b Project Number. ,/ u e w (g RUSH(RAN u N w w 7f5 � I° 8-City/Slate f Zip: ptueln recuves p ArxlgrDtt' Numbe) n 'I.r a f a 3 J)f o $ u_ Sampler Name: s r"F n.,o ��� Please FAX C�YES I]� NO r:ulrr_ , n uuuta U 1 0 r �Sdr vrfv; r .�r-" !. �pn�rr % h / -'1 _ ---�--._--.—._—._ FAX Number. __ . Project Manager: Telephone: --- ---—— -- # N m g S g $ /I d yM�,�•� �t ro STILLING � r_• o c U n Cl c i3 �I �� 17 a � II Purchaso Order No: r I li INSTRUCTIONS: Use separate Rne for each container (oxcepl duplicates). w r S $ o I Preservation Filtered R 1, o J ' a o 1S x u Sampling )Matrix Container($) _ — — v a C n o J U V K +L S y l LABORKIORY , _ a S v g NUMBER �' '3 w $� O �� SAMPLE � w m ' J � a � � � � � � S S � J J 5gt tot: IDEIJTIFICATION 3 3 ? F e IE j $ I X S d W i (Lab Use Only) w i t n rrii n o o CI 0 C 0 J)ri u ' B 3 1 _ _ r _ t cn ilt F --- - - - —- — - �— ut / Cam- / �D — v ✓ — — --7 — — �21�, o Z _ �l _ I PRWEI,"r SPECIFIC MATRIX CHAIN-OF-CUSTODY RECORD — REMARKS/SPECIAL INSTRUCTIONS SPIKES and DUPLICATES Shipping �---- - NCIE:All samples submitted subl�1 to Standard lerms and Conditions heteul. Wirblll Nun ►sr C f _/ > [ Man r riator rams and EPA ,L 7 J /r y y p`� R_]t�nq`urshe tmpler: Dale lirne Received by: �l P✓C� OD �� rmiiods requite project specific mnlri< 7F � y spikes wftr dupliaeles.Cach requested /l��n f^ 1�i jt ���� n/J •JY� /l +s+/�' ��J matrix spike IMS),tnaUlx spike duplicalo //!,' �- L'� ""4 arm t•ar (MSD)and rample dt�>ticate shotiid be --- -� - - Custtxly Seal Number: / Dole Time Received by: rV /1 r listed above as a saparale sample.Each Reflnquis d by: Ms.MSO aril sample duplcato requires an additltxnal sample$))quid. {� &,Ndt� - k q r I YES.Phrase Porkrm A project-.Kirk 3 Time Received boratoly: N/y/ h or J'✓ MS.MSD or sample duplicate as Reilnquisf d by: 7 reeuested atwve. l fih t �r' Choler Serial Number. tl NO Please rlo net porlorm a.Proles —. r apnairir MS.MSO or sample IAetftod of Shipment: fJ GWA Cou �Afier ❑FKpres @.ly O Fe e I p i dtdlcate analysis for this project. L7 UPS Iy,Fiand f7 --- .t .--.—�i . :� :[•i . ._...;:ii.:'rir__�t. 1.----�1::!iL• ' es':1,f-.fJ`.'!C—L'_� :' -e - ._ j Groundwater Analytical, Inc. �RQLINDWATER 228 Main Street Buzzards Bay.MA 02532 ANALYTICALTeiephone(508)759-4441 FAX(508)759.4475 March 23, 1994 Mr. Toivo Lamminen Atlantic Environmental Technologies P.O. Box 1051 Sandwich, MA 02563 Dear Toivo: Enclosed is the Hydrocarbon Fingerprint Analysis performed for the 89 Pine . Lane Osterville project, number 5035, sampled on 03-19-94. This project was processed for Rush turnaround. A brief description of the Quality Assurance/Quality Control procedures employed by Groundwater Analytical , and a statement of our state # certifications are contained within the report. This, letter authorizes the release of- the analytical results and should be considered a part of this � report. Should you have any questions concerning this report, please do not hesitate to contact me. 'I Sincerely, Awl Jonathan R. Sanford Vice President - JRS sb Enclosures GROUNDWATER ANALYTICAL ASTM METHOD D3328-78 (Modified rHydrocarbon Fingerprinting (GC/FID) �t e Lab 10: 7224-01 Field I0: 9 MW-1 Batch ID: - HF 0319- F Pi4oject: 89 Pine Lane Osterville/503� Sampled: 03-19-94 E Client: Atlantic Environmental Preserved: 03-22-94 , Cont/Prsv: 1L Glass/H2SO4 Cool Received: 03-21-94 Matrix: Aqueous Extracted: 03-22-94 - Analyzed: 03-23-94 Qualitative Identification ' This sample has GC/FID characteristics that are similar to Fuel Oil No. 2. quantification PARAMETER CONCENTRATION REPORTING LIMIT (m5/L) (m9/L) Total Petroleum Hydrocarbons .31 0.5 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS o-Terphenyl 0.1039 0.052 134 % 60 - 140 'i BRL Below Reporting Limit. Method Reference: Method D3328-78 (Modified) - Comparison of Waterborne Petroleum Oils by Gas Chromatography, volume ii.o2 water, American Society for Testing and Materials, Reapproved (1482). i'Jr_�'_. l.i ' _ri'.__..—_�.a . C!`.Cc r ANALY�C AL ER ASTM METHOD D3328-78 (Modified) r Hydrocarbon Fingerprinting (6C/FID) ' Lab 1D: 722401_ HYDROCARBONS LABORATORY 250.00 'w ' 200.0 150.00 100.0 50.0 0.00 20.00 40.00 60.00 80.00 100.00 Retention time in minutes y IT f _ '1._C ppn i GROUNDW�4TER ANALYTICAL QUALITY ASSURANCE 1 Project Narrative Lane psterville Lab ID: 7224 Project: 89 Pine Lan Received: 03-21-94 Client: Atlantic Environmental Y A. Physical Condition of S Mplefs This project was received by the laboratory in satisfactory condition, with - the the following non-conformance(s) : p 1. Sample 7224-01 for analysis by ASTM D3328-78-Mod Hydrocarbon Fingerprint was not received preserved with H2SO4. The sample was preserved by the laboratory upon receipt. 2. Sample was not received by the laboratory within 24 hours of sampling. B. Project Documentation This project was ba satisfactory of Custody teChainofCustoy All sample containrlbe1 (s) greedwth C. Analysis of Sample(s) tNo analytical anomalies or non-conformances were noted by the laboratory during the processing of these samples. All data contained within this report is released without qualification. f r . a I ' LNano—monak 9Vl—IVNIE)ILIO E 1 � o � m y tC { �¢i >AID At}Nt�MtlC 4MI�rOD � � t. oopo�aoHD�p °dC VOA IWSDVOAD—RDdgl 1 1 F�+arWy wi�W _� (p�tpl t+o�otHD lO1tE�t>on9 O �j {� b�rttdL t'Qt1'O ' � pMpMIGO aaulO L"D addepp w�uiad 1{fl CLD '"dam t"tn AWWd w VOr Ito r � ,off Nis rA+106 8a CtO vlsOu t3O eaosnsc s:wn coteo V € } Iwo 0=0 -D mum 60D 409D ioBC N ¢ d aOtBD OOtOO 7_T ! t€ Z �a8 aua t ,� �p p� 9m0 Gu87 tl1 v� 1 toyO otoeO � m q t: � MAD LOAD Omm � m � � £ E a W = 381WD ZL4"iD mertoQC otaero�067 z g r t= F �L' Is vvroS OLLO {7j . d 11O Ba3D Un303L8D = $ �p c YUO 38LV0 C> p p fl I I I i 110S ienel#&"10 I L 1Z;.., L9❑ $ O I emoud0 vrA09 traaet; HttIV fH '� 3 a O o �D LU V m �. = o W Z � m O s � n` II � � ari ON I I ui� =O Q 0 CO Z 93A I I Z CY s c 8 �Y = m Vr 0 oo o 1 Q Z Q m XZd , err 'OS�M GCS g 5Y f� sj}�� l C, `MH gI'M �i �� SQ $CM 4v8�s �a tyOJO 'O9F{oN T O n .-a It E g a i c s t! 90r 5P-.3 Em:9 �o $NA � fit» thi, � m� ` �' s rte�wo9 I d o u5 i 2r o` ausriau I aN 0 9 r to r m C n 69v101WOOD - UZI �j N 0)!�� t,i`_ \ �L � � VIA VOA wm► D6 � J ti R N zoku J EF5 0 3W►1 0 rn �Q a Z i i GROUNDWATER Groundwater Analytical, Inc. 226 Main Street ' ANALYTICAL R=7.arcis Bay. MA 02532 Telephone(508)769-4441 FAX(508)759-4475 April 12, 1994 i . Mr. Toivo Lamminen Atlantic Environmental ' ' 86 Faunce Corner Road N. Dartmouth, MA 02747 Dear Toivo: 1' Enclosed are the Pesticide/PCB, Metal , Total Petroleum Hydrocarbon and 1 Salinity Analyses performed for the McGovern project, number 5035.0, sampled s on 04-04-94. This project was processed for Priority One Week turnaround. The Salinity Analysis was subcontracted. A brief description of the Quality Assurance/Quality Control procedures employed by Groundwater Analytical , and a statement of our state certifications are contained within the report. This letter authorizes the release of the .analytical results and should be considered a part of this report. Should you have any questions concerning this report, please do not hesitate 3 to contact me. F Sincerely, �1 I t (6 �:! Jonathan R. Sanford k Vice President JRS/adw Enc1losures � �, a' - � �� to w G•, � , c ' IT _ j GROUNDWATER EPA METHOD 418.1 (Modified) 1 - Total Petroleum Hydrocarbons UR 2� • Field ID: MW-2 A Lab ID: 7347-01 Batch ID: HI 0481-X Project: McGovern/5035.0 Sampled: 04-04-94 Client: Atlantic Environmental Received: 04-04-94 Cont/Prsv: 500ml Glass/Cool Extracted: 04-06-94 Matrix: Soil Percent Moisture: 5 Analyzed: 04-08-94 t CONCENTRATION REPORTING LIMIT t PARAMETER (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons BRL _ 30 —I w - o 3 i { }e d } i BRI. Below Reporting Limit. calculations based on dry sample a aleRe weight. ght.blMethod Ref e enicchany Metal hod 418.1 (Spec trophotometric, infrared) - Petroleum Hydrocarbons, Method Analysis3540 of Water and Wastes, US xtra PA EPTestOMethodsZfor REvnlun. gevised 98 Sol id Was teed US for EPA SW 646, Third Edition (Modified) - Soxhlet E (1986). GROUNDWATER ANALYTICAL EPA METHOD 418.1 (Modified ' Total Petroleum Hydrocarbons (IR; F� Field ID: MW-2 B Lab ID: 7347-02 Project: McGovern/5035.0 Batch ID: HI-0481-X ' Client: Atlantic Environmental Sampled: 04-04-94 Cont/Prsv: 500ml Glass/Cool Received: 04-04-94 Matrix: Soil Percent Moisture: 13 % Extracted: 04-06-94 Analyzed: 04-08-94 PARAMETER CONCENTRATION REPORTING LIMIT ' - (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons BRL 30 wn s BRL Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). GROUNDWATER ANALYTICAL EPA METHOD 418.1 (Modified Total Petroleum Hydrocarbons (IRi '- Lab ID: 7347-03 Field ID: M4�-2 C - Batch ID: HI-0481X p Project: McGovern/5035.0 Sampled: 04-0481 Client: Atlantic Environmental Received: 04-04-94 Cont/Prsv: 500ml Glass/Cool Extracted: 04-0 -94 r Matrix: Soil Percent Moisture: 16 % Analyzed: 04-08-94 t 6 CONCENTRATION REPORTING LIMIT PARAMETER (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons BRL 30 I .1; a ,r 'yi r z BRL - Below Reporting Limit. Calculations based on dry sample weight. Method Reference.: Method 418.1 ' (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating solid- Waste, US EPA SW-8461 Third Edition (1986). 1 _ GRDUNDWATER ANALYTICAL EPA METHOD 418.1 Total *Petroleum Hydrocarbons (IR) Lab ID: 7347-04 Field ID: MW-2 N Batch ID: HI-0440-F Project: McGovern/5035.0' Sampled: 04-04-94 L Client: Atlantic Environmental Preserved: 04-05-94 Cont/Prsv: IL Glass/HZSO4 Cool Received: 04-04-94 Matrix: Aqueous Extracted: 04-08-94 ,4 Analyzed: 04-08-94 ' PARAMETER CONCENTRATION REPORTING�mg/L) Total Petroleum Hydrocarbons BRL 0.5 ir 2 i t _ ` P 1 BRL = Below Reporting Limit. Method Reference: Method 418.1 (Spectrophotanetric, Infrared) - Petroleum Hydrocarbons.rocarbons Total Recoverable, Methods for Chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). I ANALY�q'4�ER EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) .tt 'j Field ID: MW-3 A Lab ID: 7347-05 L Batch ID: HI-0481-X Project: McGovernJ5035.0 Sampled: 04-04-94 Client: Atlantic Environmental ' Received: 04-04-94 Cont/Prsv: 500ml Glass/Cool Matrix: Soil Percent Moisture: 4 % Extracted: 04-06-94 Analyzed: 04-08-94 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) AN) Total Petroleum Hydrocar bons BRL 30 1 . r t BRL - Below Reporting Limit. calculations based on dry sample weight. Method Reference. Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for chemical Analysis of Water and Wastes, US EPA EPA-MO/4-79-020, Revised (1983). Adapted for solids by Method 3540 }� (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-845, Third Edition (1980). t GROUNDWATER ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) F• Lab ID• 7347-06 ID: MW-3 B Field Batch ID: HI-0481-X T Project: McGovern/5035•0 Sampled: 04-04-94 Client: Atlantic Environmental Received: 04-04-94 Cont/Prsv: 500ml Glass/Cool Extracted: 04-06-94 Matrix: Soil Percent Moisture: 12 % Analyzed: 04-08-94 CONCENTRATION REPORTING LIMIT PARAMETER (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons BRL 30 I k 7' BRL - Below Reporting Limit. calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Methodlysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). GROUNDWATER ANALYTICAL EPA METHOD 418.1 (Modified) ' Total Petroleum Hydrocarbons (IR Field ID: MW-3 C Lab ID: 7347-OT . Project: McGovernj5035.0 Batch ID: HI-0481-XSampled: 04-04-94 Client: 5OOml Glass Cooli Received: 04_04-94 Coat/Prsv. / Extracted: 04 06-94 Matrix: soil Percent Moisture: 16 Analyzed: 04-08-94 Pt CONCENTRATION REPORTING LIMIT PARAMETER (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons BRL 33 s r. ERL - Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Metliod 418.1 (Speatrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverraable, 14for dfior Chemical b Method Analysis of Water and Wastes, US EPA EPA-600/4-7_H-020, Revised (1983). p so Y 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). 'i GROUNDWATER ANALYTICAL EPA METHOD 418.1 'I Total Petroleum Hydrocarbons (IR) ' Field I0: MW-3 W Lab ID: 7347-08Batch ID: HI-0440-F Project: McGovern/5035.0 Sampled: 04-04-94 Client: Atlantic Environmental Pre served: 04-05_94 t Cont/Prsv: 1L Glass/H2SO4 Cool Matrix: Aqueous Received: 04-04-94 Extracted: 04-08-94 Analyzed: 04-08-94 `- PARAMETER CONCENTRATIONREPORTING LIMIT (LIMI) Total Petroleum Hydrocarbons BRL 0.5 2 i t i BRL Below Reporting Limit. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water and Wastes, uS EPA EPA-600/4-19-020, Revised (1983). GROUNDWATER ER AN EPA METHOD 8080/TCL Organochlorine Pesticides and PCBs (GC/ECD) �i Lab ID: 7347-10 Field ID: BS-1 Batch ID: PP-0292-N Project: McGovern/5035.0 Sampled: 04-04-94 Client: Atlantic Environmental Received: 04-04-94 ' Cont/Prsv: 500mL Glass/Cool Extracted: 04-08-94 Matrix: Soil Percent Moisture: 8 % Analyzed: 04-08-94 PARAMETER CONCENTRATION REPORTING LIMIT {ug/Kg) ( g/ g) i 8.0 t Aldrin BRL 8.0 alpha-BHC BRL _ 8.0 beta-BHC BRL BRL 8.0 ' delta-BHC BRL 8.0 gamma-BHC (Lindane) BRL 8.0 alpha-Chlordane BRL 8.0 gamma-Chlordane BRL 16.0 434'-DDD 27 16.0 4,4'-DDE 76 16.0 4,4'-DDT BRL 16.0 Dieldrin BRL 8.0 Endosulfan I BRL 16.0 Endosulfan II BRL 16.0 Endosulfan Sulfate BRL 16.0 Endrin BRL 16.0 Endrin Aldehyde BRL 16.0 Endrin Ketone BRL 8.0 Heptachlor BRL 8.0 ` Heptachlor Epoxide BRL 80.0 z Methoxychlor 400.0 7oxaphene BRL _a BRL 80.0 Aroclor 1016 Aroclor 1221 BRL 80.0 BRL 80.0 Aroclor 1232 BRL 80.0 Aroclor 1242 80.0 Aroclor 1248 _ BRL 80.0 �- Aroclor 1254 BRL 80.0 Aroclor 1260 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Tetrachloro-m-xylene 6.5 6.0 93 % 25 - 121 Y. Decachlorobiphenyl 6.5 2.8 42 % 28 - 138 % BRL - Below Reporting Limit, calculations based on dry sample weight. Method keterence: Method 8080 Organochlorine Pesticides and PCBs and Method 3550 - Sonication Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-B46, Third Edition (1986). Parameter list modified by the US EPA CLP Target Compound List (TCL). t44 it--- -. GRauNDC ATER ;! ANALYTICAL TRA►c�icP/AA Lab ID: 7347-10 Field ID: BS-1 Sampled: 04-04-94 Project: McGovern/5035.0 Received: 04-04-94 �i Client: Atlantic Environmental Cont/Prsv: 500ml Glass/Cool Matrix: Soil Percent Solids: 92 % REPORTING DATE EPA PARAMETER CONCENTRATION) (mg/Kg) LLIMIIT ANALYZED BATCH METHOD g/ 2.2 1.1 04-07-94 MM-0223-S 7060 Arsenic 04-07-94 MM-0223-S 6010 Barium BRLBRL 0.54 04-07-94 MM-0223-S 6010 Cadmium 5.1 1.1 04-07-94 MM-0223-S 6010 Chromium 4.1 0.32 04-07-94 MM-0223-S 7421 _ Lead BRL 0.055 04-06-94 MP-0199-S 7471 Mercury BRL 0.54 04-08-94 MM-0223-S 7740 Selenium BRL 1.1 04-07-94 MM-0223-S 6010 Silver W. BRL P- Below Reporting Limit. calculations based on dry sample weigh-. Method References: Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). Graphite Furnace analyses per•furmed with Zeeman n background corre ction and Lvov platform technique. e 9 ANALY� AL ER CA EPA METHOD 418.1 (Modified) ' Total Petroleum Hydrocarbons (IR)) 7347-11 MN-4 A Lab ID-. Field ID: Batch ID: HI-0481-X Project: McGovern/5035.0 Sampled: 04-04-94 ' I Client: Atlantic Environmental Received: 04-04-94 Cont/Prsv: 50011 Glass/Cool Moisture: 6 % Extracted: 04-06-94 Matrix: Analyzed: . 04-08-94 PARAMETER CONCENTRATION REPORTIN(mg�M(gT) (mg/Kg) Total Petroleum Hydrocarbons SRL 30 'x m s V S { T BRL a Below Reporting Limit. calculations based on dry sample weight. Method Refe{•ance. Method 418.1 (Spectrophotometric, Infrared) - Petroleum hydrocarbons, Total Recoverable, Methods for sofor Chemical Method Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). P Y 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-646, Third Edition T (1986). GR17um3WATER ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) :1 . FLab ID: 7347-12 Field ID: MW-4 B Batch ID: HI-0481-X Project: McGovern/5035.0 Sampled: 04-04-94 Client: Atlantic Environmental Received: 04-04-94 ont Prsv: 500ml Glass/Cool • 0 -06-94 C / � Extracted: 4 _ Matrix: soil Percent Moisture: 16 /o Ex Analyzed: 04-08-94 PARAMETER CONCENTRATION REPORTING LIMIT Am9/K9) (mg/Kg) Total Petroleum Hydrocarbons BRL 30 t ` BRL a Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Meltwd 410.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water -and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition IT (1986). 1. GROUNDWATER -� ANALYTICAL EPA METHOD 418.1 (Modified Total Petroleum Hydrocarbons (IRI Field ID: MW-4 C Lab ID: 7347-13 Project: McGovern/5035.0 Batch ID: HI-0481-X I Client: Atlantic Environmental Sampled: 04-04-94 ' Cont/Prsv: 500ml Glass/Cool Received: 04-04-94 Matrix: Soil Percent Moisture: 14 % Extracted: 04-06-94 Analyzed: 04-08-94 .J t PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons BRL 30 f' 's J Y" i BRL - Below Reporting Limit. calculations based on dry sample weight. Method Reference: Method 418.1 ,31 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for chemical Analysis of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). _t ANALYTICALrER ' EPA METHOD 418.1 Total Petroleum Hydrocarbons (IR) Field ID: MW-4 W Lab ID: 7347-14Batch ID: HI-0440—F -� Project: McGovern/5035.0 Sampled: 04-04-94 ' Client: Atlantic Environmental Preserved: 04-05-94 Cont/Prsv: IL Glass/H2SO4 Cool Received: - 04-04-94 Matrix: Aqueous Extracted: 04-08-94 Analyzed: 04-08-94 r' CONCENTRATION (REPORTING LIMIT PARAMETER ( g m L Total Petroleum Hydrocarbons BRL 0.5 BRL = Below Reporting Limit. Method Reference. Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis of Water. and Wastes, u5 EPA EPA-600/4-79-020, Revised (1983). i ANALY�A��R ' EPA METHOD 418.1 (Modified Total . Petroleum Hydrocarbons (IR ' Lab ID: 7347-15 Field ID: - 14W-5 A Batch ID: HI-0481-X Project: McGovern/5035.0 Sampled: 04-04-94 Client: Atlantic Environmental Received: 04-04-94 Cont/Prsv: 500ml Glass/Cool Extracted: 04-05-94 Matrix: Soil Percent Moisture: 14 Analyzed: 04-08-94 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) Total Petroleum Hydrocarbons BRL 30 4: 3 t X rZ 9 BRL Below Reporting Limit. calculations based on dry sample weight. Method Reference: Method 418.1 (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analyeiy of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted, for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating solid Waste, US EPA SW-846, Third Edition (1986). GROUNDWATER - EPA METHOD 418.1 (Modified) Total .Petroleum Hydrocarbons (IR) ' Lab ID: 7347-16 Field ID: MW-5 S Batch ID: HI-0481-X Project: McGovern/5035.0 Sampled: 04-04-94 Client: Atlantic Environmental Received: 04-04-94 Cont/Prsv: 500ml Glass/Cool Extracted: 04-06-94 _ Matrix: Soil Percent Moisture: 16 % Analyzed: 04-08-94 'f CONCENTRATION REPORTING LIMIT PARAMETER (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons BRL 30 a , BRL = Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 418.1 (Speetrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Method lybia 3540 of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by (Modified) - Soxhlet Extraction, lest Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). t GROUNDWATER -� ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR ' Field ID: MW-5 C Lab ID: 7347-17 Project: McGovern/5035.0 Batch ID: HI-0481- X Client: Atlantic Environmental Sampled: 04-04-94 ' Cont/Prsv: 500ml Glass/Cool Received: 04-04-94 Matrix: Soil Percent Moisture: 17 % Extracted: 04-06-94 Analyzed: 04-08-94 PARAMETER CONCENTRATION REPORTING LIMIT Total Petroleum Hydrocarbons BRL 30 BRL i Below Reporting Limit. Calculations based on dry sample weight. Method Reference: Method 416.1 ' (Spectrophotometric, Infrared) - Petroleum Hydrocarbons, Total Recoverable, Methods for Chemical Analysis Of Water and Wastes, US EPA EPA-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - S,,Ile, Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-141, Third Edition (1986). GROUNDWATER ANALYTICAL EPA METHOD 418.1 ' Totai Petroleum Hydrocarbons (IR) ' I Field ID: MW-5 W Lab ID: 7347-18 Project: McGovern/5035.0 Batch ID: HI-0440-F Client: Atlantic Environmental Sampled: 04-04-94 ' Cont/Prsv: 1L Glass/H2SO4 Cool Preserved: 04-05-94 Matrix: Aqueous Received: 04-04-94 Extracted: 04-08-94 Analyzed: • 04-08-94 PARAMETER CONCENTRATION REPORTING LIMIT ' (m9/L) (m9/L) Total Petroleum Hydrocarbons BRL 0.5 i _ f R BRL - Below Reporting Limit. Method Reference: Method 418.1 (Spec:roptiotometric, Infrared) - Petroleum ' Hydrocarbons, Total Recoverable, Methods, for Chemical Analysis of Water and Wastes, U5 EPA EPA-600/4-79-020, Revised (1983). ` ' APR-11-1994 12:31 ALPHA ANALYTICAL 508 898 9193 P.02 - ALPEA ANALYT=CAI LABORATORIES ,i Sight Walkup Drive �est-borougS, bsaasaahtssetts O1581-1019 � (508) 898-9120 3m 086 Na 198958-A CT 22-0574 MY =48 NC 320 SO 88006 RI A65 'r C8R2'IFIC'AT! QF AI0ILYZIS Client: Groundwater Acalytical Laboratory Job Numbers L9402451 Addresss 228 Main Street IavoiCe N=ber: 61531 f Buzzard8 Bay, MA 02532 Date Received: 06-APR-94 '2 Atta: Jay Lee Data Reported: 11-APR-94 t T project V=mbar: Delivery Method: Alpha Site: McGovern ER ALPEA 9AMPLZ NUMER Z mr.IFICA.=ON SAMPLE LOCATION L9402451-01 MW-4S P T Authorized by: Scott McLean - Laboratory Director 041294:1:46 page 1 ' r'i R-11-1n34 12:31 RLPHq ANALYTICAL ALPIDI ]L=LYTICAL U6BORATORIBS { CERTInCATZ OF ANALYSIS I SSA 086 Ng 192958-A CT PH-0374 .= 11148 NC 320 SC 88006 RI A65 Laboratory sanple Numbers L9402451-01 Date Received: 06-APR-94 rSample Marxim: WATER Date Reporteds 11-APE-94 Condition o£ Sascpie: Satisfactory Yield Prep: None X=ber & Type of Containers: 1 Plastic PARANSTER RESULT tMTS RDL REP RZTEOD DATES PRW ANALY'E:.6 E eal:;ity SU 2.0 3 2520B 08-Apr a. D S r + _ Co=neat8: * Complete list of Refereaaes tptsDd in Aeclead-.:m I 04119411i46 Page 2 �_ _.:� _:' � J(.j :�'l.i:•iJ:i�.w-.�.: ra,n.::•:i,ni. bV.6 . .O 44 i. .G_ ' APR-11-1994 12:32 ALPFq ANPLYTICPL 508 899 9193 P.O4 _ U ALPHA INALYTICAL LAIORATORIES QUALITY ASSUUMCS DUPLICATE A=LTSMS Laborata aab Nuzber: L9402451 Pa,--st:ete.. Val 1 Y Value Alue Z RPD units -t ND AID NC SU [i ti 1 I UT 043.1941li4f page a 4 APR-11-1994^ 12:32 ALPHA ANALYTICAL 509 ?98 9193 P-05� 'i� ALPHA ANALYTICAL LASS ! ADDHlAD>�i I _ RZYZRMCHS 3. Standard Methods for gxam{r9t#,= oZ Water and Waste Water. AM-AWYA-WPCF. 17th Edition. 1989. t • r i 0411l411 A6 $age 4 R 4•--4 hba i iot4". ice.," ;4 ,.A ► td I»"tt it"id 6,v--A L - J e.,.b.: ......� . ...1 ._ .J Choirs of Custody nEr*t:Urd Project Name: Sample Information Analyses Requested GROUNDWATER �. C%tl-Nib z A11iALY7'lCJ4L n. j n o Project Number: e „ ' 2213 Main Street i V ? •'3 N Il Y ••... n f3uzzertle Bey,MA 02532 '� 1° : n lrlephone (so9) rs9•e��t op `o c n n e e '' TO Dale Time Sample IdentificationCL z v w-4 S I IL P w 1 ' J t _t Reporting and Sting Infatuation 'Turnaround and Special Insbuctions Custody Record 1 ;ontact Person : PRIORITY One Week Signature Date Torte �� conoad cT I I ZD )rganlzaUon: A- KoUNJ>_ Af�K ANAWfiull STANDARD Two Weeks %ddress•_ �. �`� .t�T rNt=�� SpeckdInst-uctionv `V`� �{ &''Iei :i ('Q ilty/8tato/ZIP:BUz z.A[Z-DS kJA_ OZ532- ' LAwf a ci 'elepttono. s'1 Vcl'_ I ��" � >�l J t�eed�itt„ lei- T 'urchase Order Number: '7�� � �- ✓1 �� �� .1 Shipment Method of meat: Shipping l apel l A.fbttf Plutnaar a lease FAX Repw1: 1/ Y£S No A }}ff'''' � ubtrot�tnusnut�ae�� AXW—A ac.er: -------------------- T GROUII tDWATER ANALYTICAL . QUALITY ASSURANCE Project Narrative cGovern 5035.0 Project: M Lab ID: 7347 I Received: 04-04-94 L Client: Atlantic Environmental,, " A. Physical Condition of Samale(s) This project was received by the laboratory in satisfactory condition, with , the following non-conformance(s) : 1. Samples 7347-04, -08, -14 and -18 were not received preserved with H2SO4. The samples were preserved by the laboratory upon receipt. ' B. Project Documentation This project was accompanied by Chain of Custody documentation, with the following amendment(s) or correction(s) : 1. Sample 7347-08 for analysts by EPA Method 418.1 was incorrectly labeled• as "MW1W. " The sample was reported as "MW3W" per Chuck Halfen, 04-05-94. C. Analysis of Samvlelsl Uhl No analytical anomalies or non-conformances were noted by the laboratory T. during the processing of these samples. All data contained within this report is released without qualification. � ....s� s-.-«.e sl,.r.r '....�_j i u`)I Main till WATER Buzzards Bay. MA 02532 C ��k uds, Y REt,;VNb N! . 0419 GROUND I Telephone(508)7594441 AND WORK ORDER l li ANALYTICAL FAX(508) 7594475 • Pro)ect Name: Firm TURNAROUND ANALYSIS REQUEST 'y WlslAetr SemlwlallNt WeVFrmb MaeN — m� OIMr 1A� p� eaa... wol. t ,•`C�O rQ�1� l7 STANDARD(10 Business Days) LL r project Number. Address: PRIORITY(5 Business Days) r"5 y t. � j 0s_i. Q 86 F'r7_tc7Xr,:. �'�cI Sky 1� ❑ RUSH(RAN ) d w , W 11 (Ruth requir"nuoh hudw radon Nmnber) m ITT Sampler Name: City I Slete I Zip: 1'ES ❑ NO 1; o o BL n � Un 1 �, P Please FAX t �- a Cif �- I .4 l�• o - G r�l: jK�" 1- FAX Number. m � � n Project Manager: Telephone: ` ' `' 3 � � o$ a Uf w —Vic, V,, -r..in ►- y LZ BILLING U) 0 0 3 o c 3 long ¢ > INSTRUCTIONS:Use separate line for each container(except duplicates). Purchase Order No: ,. D r) e o o g O Sampling Matrix Containef(s) — Presetvatlon Flnered i; Z O O O L C: ] O O CI u 1 tc ¢ 0 ¢O p � t tAnonATORY o s s SAMPLE Q y P NUMBFJI ? o $ $ ^ 3 IDENTIFICATION p o, ui °r' N (t.nb Use O I!) g S $ Fa .0 8 e R S t) 1 0 Z o X X 1; 0 3 Sri a uDou D uu ao u uol- r. y ./ ✓ 1 0� - - y-Y !0 3J 111j-L ✓ — :L .� - ' :1 , --- `a 1 � � ) — ✓ -H- O — — t — — PRO.)ECT spECIFIC MATRIX CHAIN-OF-CUSTODY RECORD REMARKS I SPECIAL INSTRUCTIONS SPIKES and DUPLICATES -- NOT :Aa sanplas submitted ubled m Standard Terms and Conditions on fOrMS hued. ShippinglAh bill Number. C Many logulalory programs and EPA or: Date Time Received by: methods lei,r1u li o)ectEach rspecific matrixTbli.qu 't spikes ondlor rlupliealea Each requested •S�� MAIN sptNs(MS),matrix spike dupacale(MSD)and sample duplicate should beIlstnd nbove as a separate sample.Eachd try: Date Tim Reoeivted by: Custody Seaf Number: i. .t MS.MSO and sample duplicate rtaquuoe on additional sample aliquot. t,YES.Please perform a pro)ed specific Relinquished Da TI �� R by Laboratory: L MS.MSD or Semple duplicate as by: requested above. Cooler Serial Number: 'r -J NO.Purse do not perlarm a project specific MS.M50 or sample Method of Slit merit: D GVA r 1]Express ail 1. Fed Express duplicate analysis for this protect. p ❑ UPS end C? r . 11 r . r r fft•N'� .� ^'�-�aFfsar.a����..,..-r +•_s 11 ....-•1.�.._..,.:11 CI IA.� ' /�r� � 8'FAatn a1t136'i -OF-�:UTOI�f "r1ECl;i:u -•--9 �._.. 64Z 1 f±RGUNDWATER Buzzards Day, MA02532 i.7 Telephone(soe)759-4441 AND WORK ORDER ANALYTICAL FAX(508)759-4475 ANALYSIS REQUEST rr TURNAROUND n ProJed Name: Firm: vaaawa semle.wuwe P*MAf rb Metals ,,,. ,v;. ahem .rGCO�I r� ti�` �G1�J ❑ SfAt4DARD(10 Business Days) r gg Project Number: Address: Q4.PRIORITY(5 Business Days)) o F oo o a SZ7 3 S S^�c Cl/O ❑ RUSH(RAN- O n 5l f° Z u 8 •, city I State I Zip: (Rualr rpulroe ttustr Authorlarlon Ntrnba) a So ' m'or Name: Please FAX 19YES ❑ NO u u u D 113 o U o 5 u 3 l�kulr✓� t-tG�}Cl� 't 'a�� ov` dL7�! FAX Number: 9`1y� Y06 a m- U Project Manager. Telephone: ' : `0 9 BILLING Elo Li 3 a a > O Ivc� �ti `nQ'►" Purchase Order No: o I I INSTRUCTIONS:Use separate line for each container(except duplicates). I Matrix Contatner(s) Preservation Fluered d z o u n S 5 e + = _ 6 Sampling o ❑ c u c a a do $ U r Is F. LAnonATORY NUMBER W u� C o 8 - § r SAMPLE S (Lab Use Only) g S g R m gg $ ~ m IDENTIFICATION a n d t3 o t] a C 7 ❑ tt G O tt �r it��i ❑ ' n n _ IDENTI z - — a F W ✓ 7- ✓ j ✓ 3:3a > -s ✓ i J — a G C r PROJECT SPECIFIC MATRIX CHAIN-OF-CUSTODY RECORD 'l REMARKS I SPECIAL INSTRUCTIONS SPIKES and DUPLICATES tE:Nt sernplos submitted sublecl to Standard Tenns end pondillons Orr reveres hereof ShippinglAirbill Number: r; Mery regutatory prograrns and EPA r: Dale. Time Received by- melhods require propct speclllc mo10x el' ri e spikos andbr dupltcabs.Each requeslod -tr 7 maln9 spike(MS),nwlrllt apHte duplcate IF Custody Seal Number: (MSD)and sample dupacale should b Date Time Received by: lisiod above as a separ:do sample.Eac elinquished Y _ tiMS.MSD and sample duplicate requires an additional sample aliquol. t7 YES Plea-ee perform a prolect specrlic Relinquished by: a Time Rec by(abaalorY: MS.MSD or sample duplicate as q (� mquosled abovo: Nwnber: n e7 I ) r fl NO.Plcase do:xrl Perform a prtr)dret spectac MS,MSD or sample , WA Co er 7 E yes 1;Feder .press i dupikale analysis for this project. Method of Sidpment: :_ G P t I UPS and C r • r . t . r i leanHarbom ` FCC- ;BVED - ENVIRONMENTAL SERVICES, INC. 1 325 WOOD ROAD•BRAINTREE,MA 02184 JUL 15 (617)849-1800 ATLANMCpESIGy ed M NRMS mr. REPORT OF ANALYSIS I, Atlantic Environmental Technologies, Inc. P.O. Box 1051 Sandwich, MA 02563 Project: 5098 Date Received: 06/24/94 P.O. #: 0742 CHES Lab #: 9406434 Attn: Mr. Richard Learned 1= Enclosed are the results for the sample(s) delivered to our laboratory- (DEP Laboratory L ID# MA032) on the date indicated above. 1 -The methods listed h were represent those methodologies which p g ere used to develop the best analytical techniques. Analytical results and quality assurance protocols are based on these guidelines. These meet the requirements for the T reporting of results under the RCRA, NPDES and Safe Drinking Water Act regulations. Clean Harbors Environmental Services has an active program of quality assurance and quality control. The program closely follows the guidance provided in the EPA Contract Laboratory Program Statement of Work (organic and inorganic) , the guidance provided in SW-846, and many other pertinent documents. Should you have any questions concerning this work, please do not hesitate to contact me. The information contained in this report is, to the best of my knowledge, accurate f and complete. Per/Date: Michael J. Murray .q6 COW- 7) Laboratory Manager "People and Technology Creating a Better Environment" o CleanHarborS i Client: Atlantic Environmental Technologies, Inc. CHES Lab #: 9406434-01C Sample I.D. : MW1 Date Received: 06/24/94 " s Sample Type: Water Extraction Analysis Method Number Parameter PQL* _ Result* Date Date and Reference Petroleum Hydrocarbon 1.0 7.1 06/29/94 07/06/94 503E,B(b) Oil & Grease by IR , Notes: ND — Below practical quantitation limit (PQL) ' * — mg/1 Soil/solid samples based on, sample dry weight -s i g nHar lea7000s- Client: Atlantic Environmental Technologies, Inc.. CHES Lab #: 9406434-02C Sample I.D. : MW3 i1 Date Received: 06/24/94 Sample Type: Water Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference Petroleum Hydrocarbon 0.1 ND 06 29 94 07 06 94 503E,B(b) � r� Oil & Grease by IR Notes: ND — Below practical quantitation limit (PQL) * — mg/l Soil/solid samples based on sample dry weight �- w r i i'leanHarborS 'r Client: Atlantic Environmental Technologies, Inc. CITES Lab #: 9406434-03C Sample I.D. : B5 Date Received: 06/24/94 Sample Type: Water r Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference ' Petroleum Hydrocarbon 0.1 0.11 06/29/94 07/06/94 503E,B(b) �• Oil & Grease by IR I Notes: ND — Below practical quantitation limit (PQL) * — mg/1 Soil/solid samples based on sample dry weight AL leanHarborS t� Client: Atlantic Environmental Technologies, Inc. CHES Lab #:. 9406434-04C Sample I.D. • B8 Date Received: 06/24/94 a Sample Type: Water Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference i Petroleum Hydrocarbon 0.1 ND 06/29/94 07/06/94 503E,B(b) Oil & Grease by IR Notes: ND — Below practical quantitation limit (PQL) * mg/1 Soil/solid samples based on sample dry weight s z . t r leatnHarVor% k w � Client: Atlantic Environmental Technologies, Inc., CFiES Lab #: 9406434 O1J Sample I.D. : MW1 Date Received: 06/24/94 Sample Type: Water Analysis Method Number Parameter PQL Result Units Date . and Reference Nitrogen, Nitrate as N 0.60 4.6 mg/l 06/24/94 352.1(a) Notes: ND — w' Belo practical quantitation limit. (PQL) Soil/solid samples based on sample dry weight. 7 , s I ' � p Lor rClient: Atlantic Environmental Technologies, Inc. CHES Lab #: 9406434-02J Sample I.D. : 11W3 Date Received: 06/24/94 Sample Type: Water _ Analysis Method Number Parameter PQL Result Units Date and Reference ' Nitrogen, Nitrate as N 0.60 1.5 mg/1 06/24/94 352.1(a) Notes: ND — Below practical quantitation limit (PQL) ' dry weight. Soil solid samples based on sample d ht. / P g �y �y es. '1 w V -.CleanHarborS s C Client: Atlantic Environmental Technologies, Inc. CHES Lab #: 9406434-031 r, Sample I.D. : B5 ;-; `' Date Received: 06/24/94 Sample Type: Water Analysis Method Number Parameter PQL Result Units Date and Reference ' Nitrogen, Nitrate as N 0.60 3.1 mg/.l 06/24/94 352.1(a) Notes: ND - Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. a �y i= leanHarb'or L Client: Atlantic Environmental Technologies, Inc. CSES Lab #: 9406434-041 Sample I.D. : BS Date Received: 06/24/94 Sample Type: Water , ' Analysis Method Number Parameter PQL Result Units Date and Reference Nitrogen, Nitrate as N 0.60 4.4 mg/1 06/24/94 352.1(a) Notes: ND — Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. n s. i - e f , lean ar or Client: Atlantic Environmental Technologies, Inc. CHES Lab #: 9406434-01M Sample I.D. • MW1 Date Received: 06/24/94 Sample Type: Water Analysis Method Number Parameter PQL Result Units Date ' and Reference Phosphorus, Total as P 0.01 0.03 mg/l 07/05/94 365.2(a) a '_A Notes: ND - Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. } i eanHar or t Client: Atlantic Environmental Technologies,' Inc. CHES Lab #: 9406434-02M Sample . : MW3 (",; Date Received: 06/24/94 ' Sample Type: Water` Analysis Method Number Parameter PQL Result Units Date and Reference Phosphorus, Total as P 0.01 0.03 mg/l 07/05/94 365.2(a) Notes: ND — Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight. i � F - - f - 1 lleanHar6' o: rs 1 *1 Client: Atlantic Environmental Technologies, Inc. CUES Lab #: 9406434-03M Sample I.D. : BS Date Received: 06/24/94 1USample Type: Water Analysis Method Number Parameter PQL Result Units Date and Reference Phosphorus, Total as P 0.01 0.06 mg/l 07/05/94 365.2(a) Notes: ND — Below q practical uantitation limit (PQL) P Soil/solid samples based on sample dry weight. 17 1 = IlktM 1� 1 r 1, leanHarborS 1� Client: Atlantic Environmental Technologies, Inc. CUES Lab #: 9406434-04M 94 Date Received: 06 24 Sample I.D. : B8 / / Sample Type: Water Analysis Method Number Parameter PQL Result Units Date and Reference 1 Phosphorus, Total as P 0.01 0.05 mg/1 07/05/94 365.2(a) uantitation limit P L 1 Notes: ND Below practical q ( Q ) Soil/solid samples based on sample dry weight. 1- 1- J 1� } 1 1 , i -�-� SA leanHar or va e QUALITY CONTROL REPORT OF ANALYSIS CHES LAB. NO. 9406434 The attached quality control data were generated during the analysis of these samples. All results have been generated in accordance with the procedures as stated in the Clean Harbors Environmental Services, Inc. Quality Assurance/Quality Control Manual and pertinent standard operating procedures, which are available for review. The attached has been '-= submitted for informational purposes only. µ ,-,,cleanHar or% fill IVClient: Atlantic Environmental Technologies, Inc. CHES Lab #: 9406434 a ' BLANK ANALYSIS Extraction Analysis Method Number Parameter PQL* Result* Date Date and Reference Petroleum Hydrocarbon 0.1 ND 06/29/94 07/06/94 503E,B(b) Oil & Grease by IR �x Z Notes: ND — Below practical quantitation limit (PQL) * — mg/l Soil/solid samples based on sample dry weight 3 t g leanHarbor Client: Atlantic Environmental Technologies, Inc. CHES Lab #: 9406434 BLANK ANALYSIS Analysis Method Number Parameter PQL Result 'Units Date and Reference I Nitrogen, Nitrate as N 0.12 ND mg/l 06/24/94 352.1(a) Phosphorus, Total as P 0.01 ND mg/l 07/05/94 365.2(a) Notes: ND — Below practical quantitation limit (PQL) Soil/solid samples based on sample dry weight Fr _ . i e: k SIM 1 �Oe' '4 fw.""i It rEdt!:r • �..:. awf ix.nwew� ne+a nor b�--wna r �• •.+•� «.n....•-) IeanHarbo Clean Harbor*Analytical Services,Inc.,325 Wood Rd.,Braintree,Mi 021114 CHAIN OF CUSTODY RECORD Sample Custodian—(617)849-1800 Pegs of r �f� y Client: / `-� , Project Name: Work OrderlP.O. I: -Date: •��• f ' Report To: nr-:1AAddress: +� hone 0: [► 6 ��� — ?' Dale Samples Collected: � � � !� by: Dale Samples Received: i AirbiitlBill of Lading? Y N NOTE: Samples received unpreserved will be preserved upon arrival at CHAS. Samples were: Preserved Unpreserved prl.0 Analysis I Sampling Information op of con. CHAS Sample I 11+ �[C2 if Y Sample I.D. Gate Time Station Location Sample Matrix Iq Awl 6 Ail M � {�! O W u_ LL LL O VOA Vial REMARKS/COMMENTS:(Sample storage. nonstandard bottles.cautions.special Instructions) Relinqulshe lwttT! Glass Bottle ' 1, Date: J '1 .t I�j'- ! Plastic Bottle X /� q !c/��r+r ki L.e I-lz ea ✓n r'"t••V e j-, Received by: "1 Dale: )CA x'� II Pres. '-TCl Date:Relinuashed Volumetl� /�� G Q�� Time: jr =7 Received by: r Preservation Key:A—Acidilled with Dale:_� �S-`�---Time: k s r"1 0—Fillered.C—Sample chilled;0—NaOH. E—NaThlosulfale.W—Sample Ambient.F—Other Standard laboratory turnaround lime Is 2 weeks from dale of receipt.Accelerated turnaround may be assessed a surcharge. Location of samples: Accelerated turnaround requested: Surchar o: Turnaround: 24 Flra. 48 Hrs. 1 Week 2 Wee Other: f;onlinned by:_ I i Il leanHarbor ' Method References 1_ (a) -4sthods for Chanical Analysis of Water and Wastes.' Publication EPA-600/4-79-020. U.S. Environmental Protection Agency. Environmental Monitoring and Support Laboratory, Cincinnati. 1979. revised !larch 1983. (b) 'Standard Methods for the Esaninacion of Water and Wastewater," 16th ad., American Public Health Association. American Hater Works Association, Water Pollution Control Federation. Washington. D.C., 1985. ' (c) Test Methods for Evaluating Solid Waste: Physical/Chemical Methods,' tad ad., U.S. Environmental Protection Agency. Office of Solid Waste and Emergency Response, Washington, D.C.. July 1982. 1 (d) 'The Determination of Polytblerinated Btphanyls is Transformer Fluid and Waste Oila.' Publication EPA- 600/4-81-045. U.S. Enviroameacal Protection Agency, Eaviromencal Monitoring and Support Laboratory. Cincinnati. 1981. .# (a) 'EPA-CRP Organic Analyses of Low and Madium Hazardous Waste Sample (Water and Soil) Procedures Revision.' U.S. Environmental Protection Agency, July 1985. (f) 'Test Procedures for Analyses of Organic Pollutants,' Code of Federal Regulations. APPendiz A. Part 136, July L. 1985. ' 3 (s) -Measurement of Purgeable Organic Compounds in Drinking Water by Gas Chromatograpny/Mass Spectrometry.' Method 524, U.S. Laviroomaatal Protection Agency. Laviroamental Monitoring and Support Laboratory. Cincinnati. (h) 'Prescribed Procedures for Measurement of Radioactivity in Drinking Water.' Publication EPA-600/4-80-032. ' Q.S. Lnviroamental Protection Agency. Environmental Monitoring and Support Laboratory. Ciactaaati. August I 1980. . ...._ . _ .. _ ., (i) 'Clean Harbors Radiological Eaviroomantal Analytical Procedures,' Clean Harbors Analytical Services. '. Braintree. MA. October 1985. (�) 'Methods for Chlorinated Phaaozy Acid Herbicides in Industrial Effluents.' MDOARL. Cincinnati. November 23, ' 1973. (k) 'Annual Book of Standards,' Section 11: Water and Environmental Technology. Vol- 11.01-11.04, American Society for Testing and Materials. Philadelphia, 1983, 1984, 1981, (1) 'Methods for Renzidina. Chlorinated Organic Compounds. Peatachlorophaaol and Pesticides in Water and 1 Wastewater.' Q.S. Enviromental Protection Agency, September 1979 (a) -Matbods for Organochlorine Pesticides is Industrial Effluents,' MDOARL, Eaviroomental Protection Ageaty. c+nciaaati. Hevember 28, 1973. 1 (a) 'Methods for Determination of Iaorgaule Substances in Water and Fluvial Sediments.' Techniques of Water- Resources Investigation of the Q.S. Geological Survey, Book 5, Chapter A-1. B.S. Department of the Interior. 1979. 1 (a) 'Measurement of Trihalmmethanss in Drinking Water by Gas Chromatography/Mass Spectrometry and Selected Ion Monitoring." Method 301.3 U.S. Environmsntal Protection Enviromeatal Monitoring and Support rLat. • Agency. Laboratory, M=Ia--ti. ' (p) 'The Analysis of 1Yibalomathanas in nuished Waters by the Purse and Trap Method.' II.S. Eavirsamemtal Protection Agency, Lavtroammncal Monitoring and Support Laboratory, CLociamti. (q) 'The Analysis of 2r3balomethamse In Drinking Water by LiquidlLiquid Eztraction.' II.S. Eaviresmaacal Protection Agency, . Monitoring and Support Laboratory, Cincinnati. 1 (r) Official Methods of Amslysis,' Association of Official Analytical Chsmiacs. 14th ad.. 1984. (a) 'Hach Handbook of Yates Analysis,- Hach Cbem's-1 Company, Lavaland, CO, 1979. (L) H.M. Prichard sad ..T,7. .Gao&U. 'Rapid Meamwr c of In-222 Concentrations in Water with a commercial Liquid_Sciatillatten Cogmter,- Health Physics, Vol. 33, 1977, pp. 577-381. NY!--Patrolaom Products sod 'Lubricants (Z)s 036-D1660.' Annual Rook of AS= Standards, Volume 5.01, Amariva 1 'Society cos Tasting and Materiala, Philadelphia. 1983. (v)' -Pstrole�-prodaats1aad-T.ubsic mti `03. American Smztecy tom Tasting and Materials. Philadalpkia, 198S. 1 1 1 1 1 1 1 1 1 1 1 % 1 1 1 1 1 �' 1 1 1 a XION3ddV I r: :::,. 'F r � '...: y., _..:. L_'1'..$ ,.• --,.s, t �. Y � d."Sx'.k. F _.9� .{•, r�. .�S..�aY S. APPENDIX D Statement of Qualifications of -_ _ Personnel Conducting Site Assessment A • � _ t A„T 5 Yam. ^� � qF n i � ! f 4T.L C. " F fi x" 4 j «ti �•y. �s r "' t �.i.,. }a.atr.� +� �'� '+f�+'sr,'.�kr>F'.-s r ,� s �k, ,,, �.. j i ! ! x ",.,,. _ �„ � vroa�V' �'+,A"�.W 3?tM�,,t• rk l✓-.;, 4k {9 ,f; ! ,,.. ' :, LD Atlantic ENVIRONMENTAL TECHNOLOGIES,INC. ENGINEERS&ENVIRONMENTAL SCIENTISTS ' TOIVO A. LA MINEN, JR. TITLE: Environmental Scientist/Licensed Site Professional ' PROFESSIONAL Mr. Lamminen has over twenty years of experience in the areas of EXPERTISE: environmental assessment/environmental remediation, emergency response and land planning. EDUCATION: Bridgewater State College, Bridgewater, MA B.S. - 1964 - Earth Sciences and Geology Rutgers University, New Brunswick, NJ M.A. - 1966 - Geography and Geology Rutgers University, New Brunswick, NJ M.S. - 1972 - Urban and Regional Planning REGISTRATION: Licensed Site Professional - 1993 - Massachusetts SPECIAL TRAINING: Personal Protection and Safety for Hazardous Waste Operations (40 hour program), March, 1991. Annual Training, March, 1992; May, 1993; April 1994. Hazardous Materials Specialist for Emergency Response Operations (24 hour program), May 1994. National Groundwater Association, Treatment Technology for Contaminated Soils and Groundwater: Air Stripping; Above Ground Bioreactors; Pure Compound Recovery; In Situ Treatment Technologies - Biological, Soil Vapor Extraction (Venting and Sparging); and Above Ground Soil Treatment (Thermal and Biological ) Portland, Maine, August, 1994. ' The U.S. E.P.A. Northeast Hazardous Substance Research Center, Remediation of NAPL Contaminated Sites - State of the Art: NAPL behavior in soil and rock; site characterization - Geochemistry and ' Geophysics; Physical and Mathematical Modeling Techniques; Recovery of Free Product; In Situ Technologies - Soil Vapor Extraction Air Sparging, Bioventing, Thermally Enhancing Vapor Extraction; In Situ Bioremediation; Ex Situ Technologies -- Soil Washing, Low Temperature Thermal Desorption, Bioremediation. Boston, MA, March, 1994. Faunce Corner Office Park 221 E. Main St. • Suite 205 P.O. Box 1051 86 Faunce Corner Rd. • Suite 410 Milford,MA 01757 Sandwich,MA 02563 N. Dartmouth,MA 02747 (508)478-2206 • FAX 478-0327 (508)888-9282 FAX 888-5859 (508)997-5422 • FAX 999-4060 Atlantic Toivo A. Lamminen, Jr. Page 2 National Groundwater Association, The Princeton Course - ' Groundwater Pollution and Hydrology: Fundamental and Advanced Concepts; Groundwater Monitoring; Mathematics of Groundwater Movement; Well Hydraulics, and Pumping/Slug Tests; Wellhead Protection; Sources, Effects, Design, Prevention and Control of Groundwater Pollution; Groundwater Modeling with IBM/PC Applications, Princeton, New Jersey, February, 1992. ' National Groundwater Association, IBM PC Applications in Groundwater Pollution and Hydrology. PC Programs covered • ' include: Princeton Flow and Mass Transport, Flownet, Pumptest, PLASM, Kinzelbachs FLOWIADI, MYGRT, RESSQ, WHPA, ' FLOWPATH, Method of Characteristics (MOC), MODFLOW, PATH31), CHEMFLO, QUICKFLOW, AQTESOLV: Princeton, New Jersey, August, 1992. MEMBERSHIP IN PROFESSIONAL ' ORGANIZATIONS: Licensed Site Professional Association - MA ' National Groundwater Association - ' American Congress of Surveying and Mapping American Planning Association Massachusetts Audubon Society Air & Waste Management Association CAREER HIGHLIGHTS: * Founding Partner of Atlantic Environmental Technologies, Inc. (AET). AET is a full service Civil and Environmental Engineering Company with offices ' in Sagamore and North Dartmouth, Massachusetts and Portsmouth, New Hampshire. Responsible for hazardous waste site assessment (Chapter 21E) for ' locations throughout Massachusetts and Rhode Island. Areas of concentration include the Massachusetts Department of Environmental Protection (DEP) file reviews, site investigations, monitoring well installations and report preparations for all phases of the 21E process through remediation. Atlantic Toivo A. Lamminen, Jr. ' Page 3 i * Responsible for environmental site assessments on over 75 hazardous ' waste site investigations completed in Massachusetts, Rhode Island and New Hampshire in the last five years. Sites investigated include gas stations, manufacturing facilities, warehouses, professional office parks, restaurants, auto repair and residential subdivisions. * Site characterization technologies employed in the above assessments include: portable gas chromo= tegraphs, passive gas collectors, geophysics - ' (terrain conductive surveys), and geoprobe for field j testing of soil and groundwatering conditions. ' * Emergency Response actions involving gasoline spills, diesel spills, No. 2 fuel oil spills, and PCB spills from utility transformers. * Remediation of contaminated groundwater: Portable Shallow Tray Air Stripping System; Air Sparging/Soil Vapor Extraction, and Bioremediation. * Remediation of contaminated soil: In Situ Bioremediation ' and Ex Situ Low Temperature Thermal Desorption. * Underground Storage Tank (UST) Removal, Disposal and Installation at various gasoline service stations and municipal facilities. * Transportation Program Manager for the Cape Cod Planning and Economic Development Commission, with overall responsibilities for highway, rail and bus transportation. Accomplishments included creation of the Cape Cod Regional Transit Authority, capital grants eligibility for providers of public transportation.in Barnstable . County and restoration of rail freight and rail passenger service to the Cape Cod Region.. Environmental Impacts of major transportation improvements were assessed. Atian. ic ENVIRONMENTAL TECHNOLOGIES,INC. ENGINEERS&ENVIRONMENTAL SCIENTISTS JAMES R. BORREBACH ' TITLE: Environmental Engineer/Licensed Site Professional PROFESSIONAL I EXPERTISE: Mr. Borrebach has twelve years of professional experience in civil and environmental consulting engineering. He has expertise in hazardous waste site investigations, site re mediation/cleanup design, hydrogeologic investigations and groundwater modeling, EPCRA, RCRA and NPDES permitting, preparation of Environmental Impact Reports, stormwater drainage system design, sanitary and hazardous waste landfill design, and filings under the Massachusetts Wetlands ' Protection Act and Army Corps. of Engineers Statute. ' EDUCATION: Worcester Polytechnic Institute ' B.S.C.E. - 1982 - Civil Engineering REGISTRATION: ' Professional Engineer - 1989 - Massachusetts Licensed Site Professional - 1993 Massachusetts Certified Toxics Use Reduction Planner - 1994 - Massachusetts ' Certified Hazardous Materials Manager SPECIAL TRAINING: Personal Protection and Safety for Hazardous Waste Operation OSHA 1910.120, (40 hour program) October, 1992, Annual Training, April 1993, April 1994 Hazardous Materials Specialist for Emergency Response Operations (24 hour program) May 1994 Toxics Use Reduction Planner Training Course, Toxics Use Reduction Institute, May 1994 MEMBERSHIP IN ' ROFESSIONAL ORGANIZATIONS: Air & Waste Management Association ' National Groundwater Association American Society of Civil Engineers Licensed Site Professional Association Faunce Corner Office Park 221 E. Main St. . Suite 205 P.O. Box 1051 86 Faunce Corner Rd. • Suite 410 Milford,MA 01757 Sandwich,MA 02563 ' N. Dartmouth,MA 02747 (508)478-2206 • FAX 478-0327 (508)888-9282 • FAX 888,5859 (508)997-5422 • FAX 999-4060 f 1 � � Atlantic 1 James R. Borrebach ' Page 2 CAREER 1 HIGHLIGHTS: * Project Manager for over one hundred fifty hazardous waste site 1 investigations completed in Massachusetts, Rhode Island, Connecticut and New York over the past five years. Sites investigated include gas stations, manufacturing facilities, warehouses, office buildings, ' restaurants, shopping centers and residential developments. The work has included installation of groundwater monitoring wells, soil and- groundwater analysis, feasibility studies for design of remedial ' measures, and installation, operation and maintenance of remedial systems including groundwater extraction, soil vapor extraction, bioremediation, low temperature thermal desorption and asphalt emulsion. * Project Manager for hydrogeological investigations for various projects 1 in Massachusetts including a 140 bed nursing home, 100 acre and . 350 acre residential subdivisions and large commercial developments. Aspects of the studies included installation of groundwater monitoring wells, groundwater quarterly analysis, groundwater contour mapping and two-dimensional plume modeling of the effects of subsurface disposal systems. * Project Manager for over seventy (70) projects involving aspects of the Wetland Protection Act. Responsible for wetland delineation, replication area design, wildlife habitat analysis and permit applications for Army Corps of Engineers, and Massachusetts Water Pollution 1 Control. Project Manager for preparation of Environmental Impact Reports, including a 90,000 square foot shopping center, a 110,000 square foot shopping center, a 1.5 million square foot industrial park and 350 unit residential development. Aspects included traffic, wetland, sewer and water supply issues. * Project Engineer for design and construction inspection of sanitary and ' hazardous waste landfills in New Jersey, New York, Massachusetts, Wisconsin and South Carolina. Responsibilities included hydrogeological investigation, impermeable liner design, leachate collection, treatment and disposal systems, final closure plans, and ' methane gas extraction systems. Responsible for on-site construction inspection for a three mile slurry trench cut-off-wall, installation of - P 1 clay landfill liner and construction of clay cap. 1 Atlantic James R. Borrebach Page 3 REPRESENTATIVE ' PROJECTS: * Project Manager for site assessment at a major industrial plant ' manufacturing defense related products. The project involved installation of monitoring wells, soil and groundwater analysis and i review of applicable remedial methods as well as a determination of the site status relative to State and Federal regulations. ' * Project Engineer during site analysis and remedial design and installation at a gasoline station in southeastern Massachusetts involving leaking underground storage tanks, contaminated,' soil and groundwater in an area of private wells. Designed tank replacement, new double lined supply fines and pump island layout. Responsible for site field work coordination during removal,of gasoline contaminated soils and for design and installaton of a vapor extraction system with activated carbon units. * Project Manger during Emergency Response Actions at gasoline, fuel ' oil chemicals ills and underground storage tank removals in areas . p 9 9 throughout. Massachusetts and Rhode Island. Project Manager for Site Investigation at a Bank Branch Office in Plymouth, Massachusetts. The Bank property was located near two ' confirmed disposal sites. Installation of monitoring wells indicated the presence of two contaminated plumes on the Bank property as well as free product. Potential remedial measures were evaluated for clean-up ' of soil and groundwater. * Site Project Manager for full scale test burn of a portable thermal desorption soil remediation unit. The test burn was conducted to determine actual VOC removal efficiencies under field conditions and to evaluate air pollutant loadings for soils contaminated with gasoline and with #2 Fuel Oil. * Project Manager responsible for development of Site Health and Safety ' Plans and for Exclusion Zone field survey at the Green Tannery Land Management Superfund site in Acton, Maine and at Piccilo Farms Superfund site in Coventry, Rhode Island. r - Atlantic . - James R. Borrebach . 1 Page 4 ' * Project Manager during .preparation of construction plans and specifications for a 1,100,000 square foot shopping mall in Taunton, Massachusetts. Responsibilies include design of sewer and water systems, drainage system design, design of retaining walls up to 30 feet high and 150 feet long and design of an aluminum arch culvert bridge over the Cotley River. Manager of field inspection personnel during construction of this project. Inspection work involved earthwork, utilities installation, concrete testing, inspection during asphalt pavement and re-bar concrete review during bridge ' construction. * Project Manger for review of Definitive Subdivision Plans submitted to 1 the Town of Middleborough and Norton, Massachusetts. Review included a determination of area of non-compliance with local and state regulations as well as a review of engineering methods used in ' the designs. 1 ' 1 r AL-6,01P A H antic . � ENVIRONMENTAL TECHNOLOGIES,INC. ENGINEERS&ENVIRONMENTAL SCIENTISTS RICHARD B. LEARNED TITLE: Environmental Scientist/Hydrologist PROFESSIONAL EXPERTISE: Mr. Learned has over two of experience in the areas of . ' environmental consulting engineering and hydrology. He has experience in hazardous waste site investigations, hydrogeologic investigations, and sanitary design EDUCATION: Framingham State College, Framingham, MA BS - 1981 - Earth Science ' University p of New Ham shire Durham NH MS - Present - Hydrology , ' REGISTRATION: Registered S ani ri n to a s License ' SPECIAL TRAINING: Personal Protection and Safety for Hazardous Waste Operation OSHA 1910.120, (40 hour program) October, ' 1992, MEMBERSHIP IN PROFESSIONAL ORGANIZATIONS: National Groundwater Association fi CAREER ' HIGHLIGHTS: * Hydrogeologic assessment of the impact of on-site septic systems on the groundwater quality at a regional school complex. The work included modelling of groundwater mounding caused by subsurface leaching of septic effluent, analysis of water quality trends from laboratory records, determining hydraulic conductivities from field tests. ' Numerous hazardous waste sites investigations including retail complexes, manufacturing facilities, � warehouses, office buildings, restaurants, and ' residential properties. ' Faunce Corner Office Park 221 E. Main St. • Suite 205 P.O. Box 1051 86 Faunce Corner Rd. : Suite 410 Milford,MA 01757 - Sandwich,MA 02563 N. Dartmouth,MA 02747 (508)478-2206 • FAX 478-0327 (508)888-9282 • FAX 888-5859 (508)997-5422 • FAX 999-4060 , 'lrlanroc ' RICHARD B. LEARNED Page 2 l ' A Hydrogeologic investigation to determine the impact, if any, of groundwater pumping on a nearby river. The work included installing gauges at five locations along the river, both upstream and downstream of the pumping well, weekly recording of river height from the gauges and of ' groundwater levels from existing monitoring wells around the pumping well. Analysis of the data when the pumping well was on and when it was off, to establish the relationship between groundwater extraction and river height. ' * Monitoring the ground and surface water response to a stormwater runoff system installed in front of a saltwater public beach. Work included ' installation and weekly sampling of groundwater monitoring wells and stormwater runoff leaching chambers. . Review of.percolation standards and loading allowances of state sewage disposal regulations. ' The work was particularly concerned with the adequacy of current standards when applied to the fast percolating soils of Cape Cod. TOWN OF BARNSTABLE LOCATION SEWAGE# - - VILLAGE 4PrL; ASSESSOR'S MAP&PARCEL /id= INSTALLERS NAME&PHONE NO. Z'6:40 '4X" - SEPTIC TANK CAPACITY 0--f-e JW LEACHING FACILITY.(type) (size) NO,OF BEDROOMS 3r OWNER 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 an wells exist PPY g ty( Y on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) / Feet FURNISHED BY 9 o ,, 4 Mass DEP Reportable Release Lookup � b'/ Page 1 of 2 New Search i :Export to I xt Reportable Release Lookup The search returned 30 results. Search Keywords>>Town: ".BAIZNS'I:A.BLE-OS`I'ERV I.[,.GE" I Sorted by: "Town,Address,R'I updated:02/01/2007 RTN City l l`€wn Release .x :.Site. « :lZep€r n €ti.1-1 tion omp'Ki.,knee Date PM Address Name/Iocation Category Date Status Aid 11:�_1�6...—4- BARNSTABLE-804 AND 804R NO LOCATION 120 DY 12/23/1998 DPS 2/18/1999 PHA �0014437 0STERVILLE MAIN ST AID H 4- BARNSTABLE-20 BAYBERRY STEPHANIAN RES 120 DY 7/10/1995 RA 5/25/2004 PHA I 0011518OSTERVILLE WAY II 4- BARNSTABLE- BRIDGE ST OYSTER NONE 12/29/1993 RAO 12/28/1994 �3.�y_ 0006007 0STERVILLE HARBORS MARINE INC 4- BARNSTABLE-122 BRIDGE ST OYSTER HARBOR 72 HR 3/12/1996 RAO 7/15/1996 Qg3 dOq 0012001 OSTERVILLE MARINE INC y 4- BARNSTABLE-262 BRIDGE ST NO LOCATION TWO HR 11/21/2002 TIER 2 11/28/2003 PHA 0017488 0S........ ........ ... ....... .._..... .....__ ...... .................. 4- BARNSTABLE-COCKACHOISSETT CROSBY BOAT TWO HR 9/2/2005 ADEQUATE 9/2/2005 0019322 0STERVILLE LN YARD REG 4- BARNSTABLE-72 CROSBY CIR CROSBY BOAT TWO HR 12/11/2003 RAO 12/17/2004 0018147 0STERVILLE YARD (39-oa9 4- BARNSTABLE-110 CRYSTAL LK NO LOCATION 72 HR 9/22/2004 RAO 11/15/2004 0018689 0STERVILLE AID - 4- BARNSTABLE-333 EEL RIVER RD NO LOCATION 120 DY 2/4/2000 RAO 1/31/2001 �a P0015283 0STERVILLE * AID 09�f'031 4- BARNSTABLE-2964 FALMOUTH NO LOCATION 120 DY 10/7/2005 TIER 1D 10/17/2006 0019395 0STERVILLE RD AID 4 BARNSTABLE-1 GRAND ISLAND NO LOCATION TWO HR 10/12/2005 RAO 11/14/2005 072-01'r0019-396OSTERVILLE DR AID L BARNSTABLE-MAIN ST POLE#155/3 TWO HR 9/17/1999 RAO 11/1/1999 0015013 OSTERVILLE ¢, 4- BARNSTABLE-315 MAIN ST NO LOCATION 72 HR 4/19/1996 RAO 7/10/1996 00]2097 OSTERVILLE AID 4- BARNSTABLE-628 MAIN ST NO LOCATION TWO HR 9/12/2005 RAO 9/14/2006 �0019315OSTERVILLE AID 4- BARNSTABLE-707 MAIN ST HARMON NONE 9/25/1990 DEPNFA 7/23/1993 0000978OSTERVILLE PAINTING 4- BARNSTABLE-885 MAIN ST NO LOCATION TWO HR 1/21/1998 RAO 1/6/1999 0013616 0STERVILLE AID 4- BARNSTABLE-981 MAIN ST MID-WAY 72 HR 3/24/1997 REMOPS 5/13/2004 PHA f,0012920OSTERVILLE GARAGE V BARNSTABLE- NST BEE-981 MAIN ST G MIDWAY AND 120 DY 2/22/1999 RTN CLOSED 2/23/2000 PHA 62& 014558 ' FUEL 4- BARNSTABLE-1031 MAIN ST OSTERVILLE TWO HR 9/27/1996 RAO 10/22/1996 << "DG$ 0012529 OSTERVILLE 4- BARNSTABLE-69 NEWPORT LN NO LOCATION TWO HR 11/17/1999 RAO 1/5/2000 r10 0015139 0STERVILLE AID 4- BARNSTABLE-220 NORTH BAY NO LOCATION TWO HR 8/18/1995 RAO 10/11/1995 073'dOp 0011606 OSTERVILLE RD AID 4- BARNSTABLE-89 PINE LN NO LOCATION 72 HR 2/19/1994 RAO 5/20/1998 �f 010281 OSTERVILLE AID / = . too its-e�a3 35,E��i R►'v�� _ htt-P:Hdb.state.ma.us/dep/cleanup/sites/Results2.asp 2/2/2007 Mass DEP Reportable Release Lookup Page 2 of 2 V,,—U73'0if%062- • e 4-172 BARRNSTABLE-86 SAND PT NO LOCATION 72 HR 5/10/1996 RAO 7/1/1996 f 0012 0STERVILLE AID „4- BARNSTABLE-964 SEA VIEW AVE NO LOCATION TWO HR 12/23/1994 RAO 2/28/1996 0011021 OSTERVILLE AID OQS aoS� --4- BARNSTABLE-269 SEAPUIT NO LOCATION 72 HR 10/31/1994 RAO 3/1/1995 0010897 OSTERVILLE AID ___. . ...... . . . .._.... ...... __....__....3 D7. 023 4- BARNSTABLE-231 SEAVIEW AVE ASSRS MAP 138, . 120 DY 3/27/2001 RAO 11/5/2001 0016146 0STERVILLE PARCEL 18 131-oo9 — 4- BARNSTABLE-264 SEAVIEW AVE RESIDENCE 72 HR 3/21/2006 RAO 5/22/2006 0019669 0STERVILLE 4- BARNSTABLE-44 WARREN AVE OFF WEST ST 120 DY 6/24/1998 RAO 10/27/1998 0014017 0STERVILLE ......... ...... .....:.. ........ ....... y 4- BARNSTABLE-186 WIANNO AVE NO LOCATION 72 HR 2/9/1996 RAO 4/9/1996 F00QO- 11934 OSTERVILLE AID 4- BARNSTABLE 185 WIANNO CIR NO LOCATION TWO HR 1/2/2006 .TCLASS 1/9/2007 PHA �yb Q0195, OSTERVILLE AID II Contact Us o Feedback o Related Sites o privacy Policy o Cleanup of Sites&Spills Mass.Gov o Commonwealth Development e, Environmental Affairs http://db.state.ma.us/dep/cleanup/sites/Results2.asp 2/2/2007 Figure l Site Plan NFro N•r 89 Pine Lane P02-r 1 c.o Osterville, MA i 1 i March 1995 ' FORMER LOGAT�onl or.:i` 5 CgAL. AST 8 N K LA N E. ' LEGEND _r - CL- 5 Gr�ou tit r->wA-rEFz,> ,FLOW DI R�CGT't0 �1 (scale 1"= 10) i flan-fic ENVIRONMENTAL TECHNOLOGIES, INC. {{ Engineers &Environmental Scientists 1� P.O. Box 1051 (508) 888-9282 Bus. Sandwich, MA 02563 (508) 888-5859 Fax i Fil4ure 2 —o Monitoring Well, ® • Soil Boring & Bio-Well Locations N - � _ N 89 Pine Lane Osterville, MA ,SORT/Go March 1995 LEGEND -. Umt-r- OF Sit �,"ZEA MwVS_t3i '> 5 815 mo N ITS Rt�1 C� W Eu-- AW L.oGA-rt o INS 14 .'.5� rJ O l L c'y2 I JJ►CZ Lfl cATI D (15 6132 s» Bl'3— $IOR-r—ME >%QTioN i 0/614ALLOQ DtE`' ?r O'e1r s G'RD D w AT E S [-j $l OEM�D t,4�T18 n1 WE' I S � SLOW Dt R>�C, 171b O W/ D1=1=P �F�RoB� DNLY (scale 1"= 10') *, A , SOIL $oRtNG � 5t4ALLOW 610-WELL Loc.A-r►oNs • At I a,L l Lic MrJS ENVIRONMENTAL TECHNOLOGIES, INC. Engineers& Environmental Scientists /�Io-cE ; C3t3 St � BtT ARE BID-WELL-5 cJ1 ' P.O. Box 1051 (508) 888-9282 Bus. Sandwich, MA 02563 (508) 888-5859 Fax �ilb . ■ i 1,rW1. . IirEW& iwrr mum". d....m rmvwur fti durum dr curt J ' r . o x W �o 0ol o � p O J A Oa, a W (n f 9 fq F (" o c, f i Pi fq ,� o r r W RI tr► � •� � p � • F Z ------------ AssEssoRs ►P: �8 TEST HOLE LOGS NOTES: L PARCEL: SOIL EVALUATOR:.FLOOD ZONE.: '/'�\I • M ,L h�X WITNESS: doT ow 1) The installation shall comply with Title V and Town of Barnstable Board of REFERENCE: / kA ' \ Health Re 1� flti �-�� ��� , - DATE: 1L � Regulations. / 2 The installer shall verify the location of utilities, sewer inverts and septic PERCOLATION RATE: < Z ice. 1 ) fy components prior to installation and setting base elevations. 3) All gravity septic piping to be 4 inch Sch 40 PVC at 1/8" per foot. The first TH- I TH-2 two feet out of the dbox to the leaching. j C�� ,t 4) This plan is not to be utilized for property line determination nor any other r purpose other than the proposed system installation. 50 5) All septic components must meet Title V specifications. in Q 6) Parking shall not be constructed over H10 septic components. Proposed units LOCATION _MAP •'S, �01� �jo 3b are H2O. jWIW*l 7) The property is bounded by property corners and property lines. 8) The property owner shall review design considerations to approve of total /jrR design flow and number of bedrooms to be considered for design. Receipt of payment for the plan and installation based on the plan shall be deemed approval of the design flow by the owner. 9) The existing cesspools shall be pumped and filled with material per Title V abandonment procedures. Those within the proposed SAS shall be removed v Wo, 1uW, n 4_►O, LIA11�C along with contaminated soil and replaced with clean washed sand per Title V specs. 2 - 10)System components to be 10 feet from water line. Sewer lines crossing the SEPTIC C SYSTEM DESIGN grouted. water line shall be sleeved with 4 inch SCH 40 PVC with ends outed. / 11) If a garbage grinder exists it is to be removed and is the responsibility of the - j 1 � �-- $ � � � Z owner to ensure such. C� FLOW ESTIMATE MATE 12)The water line is to be relocated as shown and sleeved with ends grouted per water dept. specifications. !/ BEDROOMS AT CD GAL/DAY/BEDROOM - %OGAL/DAY 13)The installer is to take caution in excavation around the gas line. Yt ! SEPTIC/ TANK _v Requested Variances; Title�/ j GAL/DAY x 2 DAYS GAS- �/D a V; Section15.211 EX►�thu ��p'q�1-_ _; ---- _ -` � _ ��.� r SAS to Foundation.. 20 feet required, 1f feet proposed,6 foot variance -- 3 USE% <, = " LON SEPTIC TANK with 40 mil of liner as shown. ► - _ SOIL ' S ST '4uzw ,��.._ Section 15.221(7)Requires that the top of the SAS be within 36 inches of �l))^60 14uWA 1te5 1A)q I �JJ_b4 04 Grade. SAS to be vented since not within 36" of grade. no S I VE AREA: x + x Z� D �-7 23 .. \ 1 ,« BO"`TOM AREA: ' n 1 2 - w SEPTIC SYSTEM SECTION it- 3Q$167 � X. CtiV�t.'ip_.gIit*V i �,:> q 2w �p,� �CpubliD Iu�J �: , / OP o LA •7 !' •Olto 0 0 0 AM 1 ' /500 0 i j� �4 C SEPTIC TANK � �j{� CN+EUC Ywulf; - SH OF DAVID .•� �a,, CNEGC Via+-Vr� o••,� /OOQ cxJ �p MASON " rr No.low 0 �► �aI$TE SITE AND SEWAGE PLAN �T - ''� —Vt46t'E� s�Nl Ata� OYX YIEt. LOCATION : �y� LAW II, XwTao ia PREPARED FOR : �t � ► �,�t�1L w - _ SCALE: o DAV I D B . MASON Z5 DATE: DBC ENVIRONMEN AL DESIGNS EAST SANDWICH . MA W DATE HEALTH AGENT ( 508) 833- 2 1 77 i C) 0 0 UT co 0 4 4 140 Ftw 0 Sr E �jVVVE fAkX'�'-T't4 a4 ga PAZ MASTER BEDROOM lkwt Yl-t P �j STUD' DINING -C'j, �Aj )ril z KITCHEN KEF. -Z -YS + SHEET FIRST FLOOR FLAN SCALE: 114" = I'-011 A JOB: 0715 DRAWN BY: KI-1 DATE: 7/16/07 1.r. 1 o (0 #" 0 0 rAwI L, 0 coj 1 0 t4P CEDAR c.10�zJ1 � 8'-O" Z Q U_1 � Z Q LESCiss'1 BASE MENI SHEET SCALE: 114" = 1'-0" A yj=.`� 0 JOB: 0715 DRAWN BY: KVI DATE: 7/16/07