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HomeMy WebLinkAbout0020 NEWTON AVENUE - Health 20 Newton Ave 2.87-12fi N annisq'ort i i, TOWN OF BARNSTABLE LOCATION ® 411?U)1Jn Aue, ew;v&E VILLAGE �•�/cldol��S}�r'fi ASSESSOR'S MAP&PARCEL NAME&PHONE NO. SEPTIC TANK CAPACITY /CVO LEACHING FACILITY.(type) T 1'rt (size) 16W NO.OF BED OMS J OWNER Ck PERMIT DATE: DATE �n Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY r ! r r • r'f J J•°r / J r i f r r J r f f f J f / f r / f r'r / ! r f • f ! • f f r r ! f f f f f f r f ! r / ! J F / J J f / f J • / ! • f f J / / ! J ! ! f 1 \ \ 4 \ 4 \ 4 \ \ 4 \ \ < \ k \ 4 4 4 \ k 4 4 4 h 4 / / f f f F / f f J-f f f f f f f F / / f f f F f / f / / • J ♦ \ 4 \ 4 4 ♦ `. 4 \ \ 4 4 4 \ 4 4 4 \ ♦ 4 4f\/h!\f\f♦Jhf fhf\/4fhJ\l\f''fhfhf\f♦/hf\f 4 h 4 \ \ 4 \ \ h 4 \ • k \ 4 \ \ \ \ \ Rear of 33 3 .. ' Property _ 60 56 TOWN OF B,ARNSTABLE LOCATION g a_�ri—idyl SEWAGE# 44 D 1— 3 6� VILLAGE J!�J„+t-IN IC PO ter— ASSESSOR'S MAP /&PARCEL �"Y - INSTALLER'S NAME&PHONE NO_701 Lte�`S-ems S�d�•�"1 f-�3�� SEPTIC TANK CAPACITY /.s-00 44-L , _/O LEACHING FACILITY: (type).; (size) -73•5'K W-T NO.OF BEDROOMS OWNER PERMIT DATE: (oA01l COMPLIANCE DATE: (� r Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility —'— Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 3/prs„1 6.4+�✓ �/ywrgt �:, G� o � � e � � `" � a own of Barnstabk. P# SIRE rbr JDed�artznCuit of Regulatory Services L DARNBTAELE 4 Public Health ]�➢vASJIoAIl )Date ?, 200 Main Street,Hyanuis NIA 02601 Date Scheduled Time 1<Le Pd. �DD� OD `oil suitabil itv Asessrne ��t for Seppage A-Yffsp al y i I'crYorined Er' " d`a�e'e,,• w�.� l•Yilnessed By: LO CL`�'TIO'N'`4[ GL4 N7ERAJL I NTcOJLUVJIl-i7I'I©N- Locotion Address Q0 / eC vo Jl�j/Q, Owner's Nanie �U /Gt k ,. Yap f� ��! . Address [/���,�"q? / - Assessor's Map/Parcel: '�V f�7 /�� Cngiucer's Natn ILA) IIIc � Tele. NEW CONSTRUCTION REPAIR phone FF Land Use Slopes(%) Surface Stuncs Distance's from: Open Water Body ff Possible Wel Ar aft Drinking Water Well _ fl Drainage Way_ Tt t Property Line / ),.r ft Other ft F' 6 SK ETCH: (Street came,dimensions of lot,exa ocations of lest holes Sc pert tests,locate wellands'in pro)[inuty to holes) F T/t; 0 d. Depth{p Q,ediocic `/ �UC Parent material(gcologlc)_ Depth to Groundwater: Standing Water In Hole; Weeplltg I'I'a!tl Pit f�ttNe 2!�/0"'V ` X= M Estimated Seasonal High Groundwater , N D]Ct,7CEPIVIINA7I'ION FOR SJLA 'OUNA.lL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: / In, Depll>lU salt RI9111.53; _ �__ lu, s Dcplh to weeping from side ofobs.hole: � I!I, dYuullrJWltler AdJuslhlent,�� as f[: . Index Well F# Reading Date: lndex Well level _ y Y� Ad1,ftkctor r A41.ORPL111dwutel'Level " PERCO LATION71'ES".0.' Observation r Holt It I Cinte at 9" Depth of Perc 'l lo'ia al 6" State Pre-soak Time @ Time(9"-6") End Pre-soak. Z 111�(/✓1 ` : . Rate Min./Intl) Sitc Suitability Assessment: Site Passed_ SiieI Additional Te5ting Needed(YIN) Original; Public I-leahh Divi:,ion Observation I-IDIe Data To Be Completed on Back-- -- ***It percolation test is to be conducted vviLYnann 160.' of vvedarnd, you must first UoUry the. Barnstable Conserv!atioli Y)iyisio11 at least onc,(1) week pcicir to beginning. QASEPT(C11'L"•IZCPORM.DOC, 1 s .D11C7C+ROBS)(�'](�VATI®I�T�]I®�, + g OG Su th from Soil]rcirizon 1$ole Surface(in.) soil Texture 5dil Color --, Soil # 4 (USDA). (Mansell) Other Mottling (structure,Stanes;Boulders, Con istenc % ri_veI 1a= � 5 ---- 7�.YR 30 120 6/�,, c s /'o Dcpth from Soil Horizon Hole #2 Surface(in.) Soil Texture Soil Color (USDA) Soil ) (Mansell) Mottling Other _ I t g (Structure,Stones, Boulders. r Consis e c %Crave) 0"- 30 �� L S 16 �z e t DERPOBSERVATI®. p h from N TI®�, H' Soil-Horizon Soil ]LOG'- Hole'# Surface(in.) Sail Color (USDA) SoilOther (Mansell) Mottling (Structure.Stones,Boulders. - ('• siste cY 9`o Onvell DE OBSERVATION Depth fi-om Hole# VA7 ION HOLE ]LOG Soil.Horizon Soil Texture exture Surface(in.) Soil Color Solt (USDA) ., (Munsell) MottlingOther (Structure,SlongS Boulders, COnsWencY &Qr'I� -- Flood I nsutrasnce][late Above 500 year flood boundary No Yes Within 500 year boundary No Yes. Within InoYear nood boundary No� li�e�t➢H o➢'1`�tHto�tra➢lam �e�������➢ous I4�a te.„1s 2 Does at least four feet of naturally occurring pervicus material exist in all areas observed thl'pughout the area proposed for the soil absorption system? Xf not, what is the depth of naturally occurring pervious matol'iW W I CeICt9fHa^a(CAopB t A certify that on (date)T have passed the soil evaluator examination approved by the Department ofEnvironm ntA Protection and that the above analy.;is was performed by me consistent with #110 required training, experti e a d experience described in f0 C IR 15.017, Signature Data t t:%S.P,'TrC BRCrORM.DOC nn^ 00 � ' 1`1— 3� Fee �I..�� No. 7 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Nplitation fort Disposal Opstimi Construction permit Application for a Permit to Construct( ) Repair(.Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.cQO Ae.LLu m 44c)ntle Owner's Name,Address,and Tel.No 0411)re, i0J< Assessor's Map/Parcel�}� t' 026 �n �U1C1G y�Ln�►%s� Installer's N e„Address,and Tel.No. tj a ��` D jsigner'sst-Name,Address,and Tel.No. bS-36 � !(,c'f'�l�/'(lt�i'o���-�.r►�- ,t/C��" - °ir��!'��;.�.rne,. �/3%��nSf. d- Type of Building: Dwelling No.of Bedrooms Lot Size 7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y yU gpd Design flow provided S gpd t( Plan Date OL'('Sr 41; god Number of sheets yy / Revision Date AU /V %/ Title Ti"�i� '� /�Y� ,��//n � O06 Ahwl i h AlK n/li S®ctr7" Size of Septic Tank I Type of S.A.S. .CJ t -.�D �w,76 f, Description of Soil Nature of Repairs or Alterations(Answer when applicable)& lG de Ct> /'Sum Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 o>theEnvironmne de and not to place the system in operation until a Certificate of Compliance has been issued by this Board Signeo Date /J/.;�_v4 Application Approved by Date 16t Application Disapproved by ! Date for the following reasons Permit No y t '�j ar Date Issued 10 17`IA i No. 7 Fee dv THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation fo k,4D1 osar *pstiU Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.c90 A)e,u,4rn e n t)e Owner's Name,Address,and Tel.No O-Pne el oj< 1-+ n r7 5(br a0/l?eccy}UY1 U eI 1 tl�✓ ct n n%s�a, M Assessor's Map/Parcel Installer's Name,Address,and Tel No. S D5 /f f Designer's Name;�Address,and Tel.No. CJ /7Xfi'an,�✓t� t u A 1Gt y A114k /?,f.4 c- r Type of Building: 4- Dwelling No.of Bedrooms Lot Size a38/)3 / sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( )Other Fixtures Fixtures fJ Design Flow(min.required) gpd Design flow provided 5S gpd Plan Date 0 (, /go I Number of sheets 1 / Revision Date t Title ?�� (l �5 I {r �/`61 n G C�D �f e� /Le /Ye//i��./5 eyes k Size of Septic Tank /2,n9 r,Q Type of S.A.S. 3 - 5-0 Shk (2kv,c)')64f, Description of Soil Nature of Repairs or Alterations(Answer when applicable)& 1u Lti� 5?Y�r ,.,( r cti7/ ✓J`i�„r ` 4 J 5�xc�. Ct Mil n a� Q /Q R,;, u) }c 53,5G x �`f� 10%�� r.,c (r4 nne-4' i F Date last inspected: Agreement: ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental de and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heao. Si b, Date '&)1-;71_e / Application Approved by Date & Application Disapproved by Date for the,following reasons i - Permit No. _7o t 1 t 6 8 Date Issued 40 1z G ego __ __ __ _ - - - - - --------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO C�ERTIFtY,that the On-site Sewage Disposal system Constructed( ) Repaired(,/� Upgraded( ) Abandoned( )byT at SO h RU•Q ��r c n n has been constructed in accordance � with the provisions of Title 5 and the for Disposal System Construction Permit Nor //- d dated Installer , . }� �-;" i �c." Designer I x.Jn C1,6 ak #bedrooms L/ Approved design flow gpd The issuance of this permit sliall n t be construed as a guarantee that the system win ase . (.�� Date Inspector _ -----------------------*--// Fee------------------------------------------------------------------------------------- `-- --- --------- /00 No. �b THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposaf *pstrm Construction 'Prmit Permission is hereby granted to Construct( ) Repair(4_1 Upgrade( ) Abandon System located ati f 1�Cr,� t� ) /I nn n r_r m bti-n i and as described in the above Application for Disposal System Construction-Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction us t be completed within three years of the date of this permi Date Approved by t NOV-15-2011 10:04 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/1 FROM :down c31ae engimcering inc FAX NO. :iW83r529M0 Nnv. 15 2011 09:03AM P1 /Hit key 7'i�arFl fts TI'. �biiA1�1'. JAj +e�$OC �i� ��acNxragin, �I MOM Public He .emu rs '.{7��tm,��EVp,a:OC�do,u, ,ll'io�,�•�nr Of1ir.�., Son-J:ba:464a ±>►�° �n�-'rAo F�3�:1 g 1a" 1(�9;d��11C��:C6•' .d11I1�➢_ ���IpIIYi(� erm r ; UI.J� 7 �dal!'Poa: t, %CZ/ Yl CJ lam' Ai�rl�r�la>3: lr,� odw IT ox P Ir ,,, � rate On pot; -Wau Mired:i Uetmit to iustsi,i1 a, / V �C111i�'� inYLN.11r�' sc�uiti:sygt�[u tit c 0 ✓} �7'"' cased clx�a rtegy t Qrlawn icy r U Q, A.eC / J dew n t cviry aot.the suptae Wn,a MOAlled 01)5tw ally s.cnrdw ' to tlu. Ill+87. 1, w 'rch 16s<ty i.��cl�ii]k ru�itor-�P��Tovnd rb ng: ���c11 itd llatcr�lJ, r�wrr�ttClai u�:the :16-in ution bG1r anCAir aptic tui ' _ [ C;ulnfy bit floc st;pt n syntm-a wbience•d &Lbuvr, Waal inuAnUed wi�4 UMOT dwflges yrernx thin. 10' hitentl ro.toru lua(iftbr, SAS or evy verdmil i&localiuu Qf Zny eurJ:JP71c'Jlt o the 3Nptir °al)bul.iu Accnnfinux, w'itll iiutt & Urn] Raglflritio nq. NOD.rb�istal},n~ rre^nfi 1� ;» y deriF;n z lu.foLlnw' yy�I"Or 4.4 UANISLA CIJALA •{SY]StF1.11 j'_J&tilM.i�4tb) + CIVIL (A " Na 46502 (pi 8 T l+�a�tyw� i.µtiA��T�351t1':i �,n�l��rlcr� i�'it.L,,�T �1'�.;��rr�� y �r��r'�,..��t�� tau. �Az�v�t;•a;, c�,;�:n�.�xc$ bi1P'!sr< TMr•ai rig my JL—Fm 1��llLflT�LdU;d...Ta[]m[_N:Y Ttf tag V.'Jb%Q.tja. LIX& .K• o .. fi �drt�ltA/�im*kii;li?�57u'.r ti;.C�S�1r.RGmi 1�0i�71$-1fi-Il+�,uuG c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 20 Newton Ave. *Rear System* Property Address Joanne Polak Owner t Owner's Name information is g required for y p H annis ort MA 02647 August 19, 2011 '� every page. City/Town State Zip Code Date of Inspection Inspection results.must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important: A. General Information When filling out forms the computer, r,use 1. Inspector: ` only the tab key I to move your .,Patrick M. O'Connell cursor-do not use the return Name.of Inspector key. Septic Inspection Services Co. Company Name 189 Cammett Road Company Address Maestons Mills MA 02648 Cityrrown State Zip Code 508-428-1779 SI 12855 Telephone Number License Number 6. Certification 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 Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority zr im August 19, 2011 „Jbb# 11-135.-:a Inspector's Sig ature Date c �A j r 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=pr 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 and'copies sent to the buyer, if applicable, and the approving authority. PQ M1 ****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. ewa e o al S stem• a�1 of 17 t5ins•11110 Title 5 Official Inspection Form:Subsurface S g p Y 9 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 20 Newton Ave. *Rear System* _ Property Address Joanne Polak Owner Owner's Name information is H annis ort MA 02647 August 19, 2011 required for y p g every page. Cityrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I 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 indicated below. Comments: Tank is not in need of pumping at this time, leaching pit showed no signs of surcharge. B) System Conditionally Passes: r ❑ 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 determined," please explain. 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.aapruved py the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): l5ins-11/10 Title SOfficial Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 F , Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 20 Newton Ave `Rear System` Property Address a Joanne Polak Owner Owner's Name information is H nis ort MA 02647 August 19, 2011 an required for y p every page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ 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 pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaces;. ❑ Y ❑ N ❑ ND (Explain below); ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The 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): f. 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: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh l5ins•11/10 Title 5 official Inspection Form.Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 20 Newton Ave. *Rear System` Property Address Joanne Polak Owner Owner's Name information is H annis ort August 19, 2011 MA 02647 required for y p every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) 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 Supply- El 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: `*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 must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ® 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 than_day flow t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w„ 20 Newton Ave. *Rear System* Property Address Joanne Polak Owner Owner's Name information is g required for Hy p annis ort MA 02647 August 19, 2011 every page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. '❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well 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.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® 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. E) Large Systems: To be considered a large system the system must serve a facility with a 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 ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ 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 If you have answered "yes"to any question in Section E the system is considered a significant threat, 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. l5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 , Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 20 Newton Ave. `Rear System" Property Address Joanne Polak Owner Owner's Name information is H annis ort August 19, 2011 MA 02647 required for Y P every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information_was provided by the owner, occupant, or Board of Health ❑ ® Were'any of the system components pumped out in the previous two wet ks? ® ❑ 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 this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was 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' been determined based on: ® ❑ Existing i,rformation. For example, a plan at the Board of Health. ® ❑ 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 Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 " l5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 20 Newton Ave. *Rear System* Property Address Joanne Polak Owner Owner's Name information is H annis ort MA 02647 August 19, 2011 required for y p g every page. City(rown State Zip Code Date of Inspection D. System Information Description: 2 Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Detail: •Sump pump? ❑ Yes ® No Last date of occupancy: Currently Occupied. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 C M R 15.203):. Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes [] -No . 'Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: 15ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 r — Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 20 Newton Ave. `Rear System" Property Address Joanne Polak Owner Owner's Name information is H annis ort MA 02647 August 19, 2011 required for y p 9 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Tank pumped one year ago. Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ 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 maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-11110 Title Official Inspection Form:Subsurface Sewage Disposal System Page 8 of 17 5 ,i r Commonwealth of Massachusetts w - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 20 Newton Ave. *Rear System* Property Address Joanne Polak Owner Owner's Name information is Hyannis port MA 02647 August 19 2011 required for p g every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1983 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan):. 2' Depth below grade: feet R Material of construction: ® cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting,:evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 2feet Material of construction:. ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 8.5' long x 5.2'wide- 1000 gal. Sludge depth: 211 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 20 Newton Ave. 'Rear System" Property Address Joanne Polak r Owner Owner's Name information is H annis ort MA 02647 August 19, 2011 required for y p g every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 28" ' 2" Scum thickness Distance from top of scum to top of outlet tee or baffle 6� Distance from bottom of scum to bottom of outlet tee or baffle 12" How were dimensions determined? Measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Liquid level was found at bottom of outlet invert, tees were intact and clear. Tank is not in need of pumping at this time. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date 15ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 10 of 17 Commonwealth of Massachusetts = Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 20 Newton Ave. *Rear System* Property Address Joanne Polak Owner Owner's Name information is H annls ort required for Y P MA 02647 August 19, 2011 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): s Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ' ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: . Capacity:, gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: — Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and-float switches, etc.): *Attach co of current pumping contract(required). Is co attached? Yes ❑ No PY P P 9 PY ❑ l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 • s Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 20 Newton Ave. "Rear System* Property Address Joanne Polak Owner Owner's Name information is H annis ort August 19, 2011 MA 02647 required for y P every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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.): Pump Chamber(locate on site plan).- Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber,:condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: " k t5ins-11/10 ,Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 20 Newton Ave. *Rear System* Property Address Joanne Polak Owner Owner's Name information is Hy annis ort MA 02647 August 19. 2011 required for p g every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: One 6x6 pit. El leaching chambers _ number: ❑ leaching galleries number: ❑ leaching trenches ` number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Pit showed no signs of hydraulic failure, stone and soils surrounding pit were probed with no signs of saturation found. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 20 Newton Ave *Rear System` Property Address Joanne Polak Owner Owner's Name information is Hyannis port H MA 02647 August 19, 2011 required for y p State Zip Code Date of Inspection every page. City/town D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 20 Newton Ave. "Rear System' Property Address Joanne Polak _ Owner Owner's Name information is H annis ort MA 02647 August 19, 2011 required for y p --------- ----- -- every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ l Rear of 3 3 Property 60 56 r , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w„ 20 Newton Ave *Rear System* Property Address - Joanne Polak Owner Owner's Name information is Hyannlsport MA 02647 August 19 2011 required for State Zip Code Date of Inspection every page. Cityrrown D. System Information (cont.) Site Exam: ® Check Slope ® Surface water y �I Check cellar ® Shallow wells 10+ Estimated depth to high ground water: feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers -(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Low area of abutting property with no standing water is considerably lower than SAS. Before filing this Inspection.Report, please see Report Completeness Checklist on next page. 15ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•,Page 16 of 17 Commonwealth of Massachusetts u Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form,- Not for Voluntary Assessments 20 Newton Ave. *Rear System* Property Address Joanne Polak Owner Owner's Name information is H annis ort August 19, 2011 MA 02647 required for Y P every page. Citylrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file, { a t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Registered Professional Engineers & Land Surveyors (508) 255-65 11 Coastal EnglneeringCo. . •Civil&Architectural Engineering/Site/Foundatlon/Shore Protection/Sanitary• 260 Cranberry Highway •Consultants for Structural Analysis,Prolect Feasibility,Environmental •Land Surveying• . Orleans, Mass. 02653 File No. : C-13-323 February 16, 1993 Mr. Len Pinaud Emergency Response Section, BWSC Massachusetts Department of Environmental Protection Southeast Regional Offices . Lakeville Hospital Lakeville, MA 02347 Re: BARNSTABLE, MA -- 593-0007 20 Newton Avenue (Hyannisport) The Boston 5(� Savings Bank Emergency Remedial Response - } Initial Report Dear Mr. Pinaud: Pursuant to our on-site meeting of 2/05/93, Coastal Engineering Co. , Inc. has prepared this filing for the above referenced project relative to remedial measures taken at the site for the release of approximately 90-100 gallons of #2 fuel oil from a copper feed line. Response actions taken to date include contaminated soil removal and stockpiling, test borings with soil sampling and analysis, construction of monitor wells and groundwater analysis and the design and installation of a passive vapor recovery system in the basement area as authorized... - This report includes as supporting documentation to these activities: Site Plan ERM-1 (2/08/93) ; a field response log; laboratory analysis of soil and groundwater samples; borehole logs with photoionization screening; tank removal and fuel delivery records; . and a map of regional groundwater codtburs with Zone II Protective Radii and Public Water Wells designated. A Bill of. Lading has also been attached for Department authorization to transport contaminated soils excavated from the site to the Bardon-Trimount recycling facility in Stoughton, MA. On 1/07/93, Coastal Engineering was called to the site by East Harwich Heating who had previously discovered fuel oil puddled on the basement floor. The oil had come through a pvc. pipe in the foundation wall where the feed line enters. . the building. Exposure of the feed line from the above ground fuel tank in the garage showed a coupling immediately outside the foundation wall was leaking. This coupling had been used to. splice. the above ground tank in the garage into . the feedline from an abandoned UST in the side yard. Approximately 3 yards of Contaminated soil were removed in this area to a depth of 8' at the base of the foundation footing. A boring in the bottom of the excavated area showed a TPH concentration of 880 ppm at 14' . Subsequently, the abandoned 1,000 gallon UST was removed with no evidence of leakage or. contamination. DEP/SERO/Pinaud Page 2. February 16, 1993 On 1/15/92, Coastal Engineering returned to the site to install a monitor well (MW-1) :,.in,.-an_ area adjacent to the release. in . order to .assess potential groundwater impact. Soil samples showed no significant evidence of contamination as qualified by photoionization screening. Subsequent groundwater analysis showed no evidence of groundwater impact at, the MW-1 monitor well location. Soil samples were collected from below the basement floor and drain areas in areas of concrete staining. Photo ionization detector response latter qualified by TPH testing showed significant levels of soil contamination below the basement floor in the burner room and closet areas. No contamination was apparent in the floor drain. Soil contamination below the basement floor appeared to be restricted to the area along the western .foundation. wall. Ambient air quality in the house, as tested with the photoionization detector, was 1.2 - 2.4 ppm. These findings were reported to the MA DEP on 2/3/93 with the consultant's recommendation to perform limited soil removal in the basement area with installation of a passive vapor recovery system. The need for additional monitor wells was discussed. The Department agreed to meet at the site to further review site conditions and expedite a reply to the consultant's recommendations. A second abandoned UST was discovered in the driveway area to the rear: garage/studio. This 2,000 gallon UST was removed with no evidence of leakage. or soil contamination (see Appendix E). At the 2/05/93 on-site meeting, the design of the soil vapor system was discussed and approved as shown on Site Plan, ERM-1, Appendix A. Based on the determination of soil contamination below the footings and basement floor area, near surface proximity of groundwater,. shoreline setting and apparent quantity of fuel released on two separate occasions, it .was agreed that a minimum of two additional monitor wells were required to qualify groundwater flow and groundwater impact. At present, the passive vapor system has been constructed and additional monitor wells have been installed and sampled. Groundwater analysis for these wells with groundwater flow determinations and ambient air quality will be filed with the Department with. a recommendation for what, if any, additional remedial response is necessary. The completed Bill of Lading has been enclosed so that we may proceed with off- site transport and recycling of contaminated soil generated from the property. Should you have any questions or need additional information, please call me dir,ectly at your convenience. Very truly yours, OAS L G E NG CO. , INC. ADS Bennett, R.S. , P.G. Hydrogeologist DCB/ca Enclosure: Bill of Lading "Supporting Documentation. . ." Feb. , 1993 cc: Keith Nisbet, Boston 5 (c/o J. Martens) Donna Z. Miora.ndi, Barnstable Health Department Lt. Eric Huebler, Barnstable Fire Department ..BILL OF LADING POLICY # WBC-89-001 BILL OF LADING #: C-13-323 DATE: 2116/93 MIP Cass #: S93-0007 GENERATOR NAME/ADDRESS: SITE OF GENERATION: —The-Boston Five Cents Savings Bank STREET 20 Newton. Avenue _ 1669 Falmouth Road TOWN Barnstable (Hyannis or _) Centerville, MA 02632 STATE Massachusetts CONTACT/TEL #: _(800) 257-8667 TRANSPORTATION ACCIDENT? Y X N Keith Nisbet MATERIAL DESCRIPTION (TOTAL PROTECTED QUANTITY): CONTAMINATED SOIL: 15 10 CONTAMINATED DEBRIS: # absorbent pads _ # absorbent booms_ wt(tons) vol(cu yds) vol(cu yds) speedy dri other (specify) TYPE OF CONTAMINATION: ANALYSES ATTACHED? gasoline #2 oil _ #4 oil _ #6 oil _ other(specify)_ Volatiles: _ Y _ N TPH: Y _ N TRANSPORTER NAME/ADDRESS: DESTINATION FACILITY NAME/ADDRESS: East Harwich Heating Trimount Bituminous Producto Company 1621 Orleans Road 1101 Turnpike Street East Harwich, MA 02645 Stoughton, MA 02072 CONTACT/TEL. #: (508) 432-527 4 TYPE OF FACILITY: X Recycling —Landfill—Incinerator John rtens EPA ID#: MAD 981213531 PEI*= #: B-90-020 GENERATOR'S SIGNATURE: �^f Martens DATE: 7r17 f�)3 (Above items must be completed prior to DEP authorization) AUTHORIZATION: DEP SIGNATURE (originating region): DATE: (If applicable) DEP SIGNATURE (destination region): DATE: TRUCK/TRACTOR REGISTRATION QUANTITY SHIPPED: wt (tons) vol (cu yds) TRAILER REGISTRATION TOTAL PROJECTED s LEFT SITE AT DATE SHIPPED TO DATE GENERATOR OR RECEIVING FACILITY REPRESENTATIVES THIS LOAD (estimated) SIGNATURE: REMAINING TO BE SHIPPED TRANSPORTER'S SIGNATURE: DATE: RECEIVING FACILITY REPRESENTATIVE'S SIGNATURE: DATE: ARR. TIME: GENERATOR IS RESPONSIBLE FOR RETURNING CCKPLETBD FORM WITHIN 5 DAYS TO: DEPARTMENT OF ENVIRONMENTAL PROTECTION BWSC/EMERGENCY RESPONSE BRANCH ONE WINTER STREET, 5TH. FLOOR ' BOSTON, MA 02108 AND THE ORIGINATING REGIONAL OFFICE FALSIFICATION OR MISREPRESENTATION OF ANY OF THE INFORMATION ON THIS BILL OF LADING IS A VIOLATION OF M.G.L. 21C AND 310 CMR 30.006 AND 30.007 AND IS SUBJECT TO APPROPRIATE STATUTORY OR REGULATORY PENALTIES. GRDUNDWATER ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) Field ID: Stock Pile Composite Lab ID: 4420-02 Project: Boston 5 - 20 Newton Lane/12-323 Batch ID: HI-0297-X Client: Coastal Engineering Sampled: 01-11-93 Cont/Prsv: 500ml Glass/Cool Received: 01-12-93 Matrix: Soil Percent Moisture: 6 % Extracted: 01-14-93 Analyzed: 01-15-93 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons 11,000 780 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-600/4-79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986). 1 t� r. COW Aj. RNIGINWIN3 IN „ . m a , ' CEC File No. : C-13-323 EMERGENCY. REMEDIAL RESPONSE ' INITIAL REPORT SUPPORTING DOCUMENTATION BARNSTABLE, MA: S93-0007 . 20 Newton Avenue (Hyannisport) . The Boston Five Cents Savings Bank fEBRUARY, 1993 Prepared for: 1 The Boston Five Cents Savings Bank ATTN: Keith Nisbet 1669 Falmouth Road Centerville, MA 02632 Prepared by:' Coastal Engineering Co. , Inc. f 260 Cranberry Highway Orleans, MA 02653 .Appendix A: Site Sketch Plan, ERM-1 Appendix B: Field Response Log Appendix C: Laboratory. Analysis Appendix D: Borehole Logs - Photoionization Screening Appendix E: Tank Removal Permits/Fuel Delivery Records ' Appendix F: Groundwater Map I� r� 1 1 1 1 1 1 1 1 1 1 1 1 1 i I' x Registered Professional Engineers & Land Surveyors (508) 255-651 f Coastal EnglneeringCo. • Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary•' 260 Cranberry Highway•Consultants for Structural Analysis, Project Feasibility, Environmental• y •Land Surveying• Orleans, Mass. 02653 File No. : C-13- 323 Page 1 of 2 FIELD RESPONSE LOG Spill ID# 893-0007 PROPERTY OWNER: Boston Five Bank c/o Keith Nisbet 1669 Falmouth Road Centerville, MA 02632 (800) 257-8667 PROPERTY LOCATION: 20 Newton Avenue Hyannisport, MA Lot 127, Map 287 ' BACKGROUND INFORMATION: Leak in copper tubing coupling against outside wall with fuel oil in basement through PVC pipe in wall.. Staining over 40% of basement area. - Fuel records indicate 90± gallons may have been released. Evidence to indicate earlier spill in Jul (verbal P y ( bal communications with Eric Huebler, Hyannis Fire Department on 1/11/93). ENVIRONMENTAL CONDITIONS: - 450'± from Hyannis Harbor - 20 ± to groundwater - No private wells, Town water - Not in Zone II REMEDIAL RESPONSE ACTIONS: Date: 1/07/93 Coastal Engineering Co. , Inca arrives at site with John Martens Time: 4:30 pm of East Harwich Heating. An area adjacent to the garage has been excavated with contaminated soils stockpiled on poly. ' Size of excavation 4(w)x4(1)x8'(d) exposing footings of foundation walls. Sidewal l shows silty sand fill to 8' ; clean medium to coarse sand below 8". Leak in tubing at entrance to ' house at 4' below grade. Soil contamination limited to area adjacent to house and under garage slab based on HNU response to sidewall samples. ' S93-0007/C-13-323 ?age 2. 9 January 22, 1993 REMEDIAL RESPONSE ACTIONS: Date: 1/07/93 Proceed with hand boring at base of excavated area with HNU Time: 6:00 pm readings of headspace in 2' composite samples as follows: ' DEPTH HNU RESPONSE 8-10' 36 ppm 10-12' 40 ppm 12-14' 40 ppm NWE Unable -to proceed further with hand auger. Secure excavation and stockpile. Date: 1/11/93 Meeting at site with East Harwich Heating, realtor Time: 1:30 pm (Steve Dwan) , and Hyannis Fire Department (Eric Huebler) , to review basement area. Obvious staining in slab with floor drain. Ambient air quality poor. Recommendation to install down gradient monitor well and check below slab in drain area ' and furnace area adjacent to PVC knockout where oil line enters the house: Date: 1/11/93 Follow up with MA DEP (Pinaud). Decision to install Time: 2:45 pm monitor well immediately down gradient of release area and check soil conditions below basement slab in areas of staining ' and in floor drain. Authorization granted to proceed. Date: 1/15/93 Install monitor well and sample groundwater. Expose soils below basement slab and screen with HNU. No gross contamination noted at monitor well location. Soil samples-- below basement show evidence of gross contamination in closet and burner areas. (Refer to borehole log. ) Soil samples taken for TPH analysis; groundwater samples for VOC's (EPA 601/602). END OF LOG' \ Submitted by: COASTAL ENGINEERING CO. , INC. ' David C. Bennett, R.S., P.G. Hydrogeologist DCB/ca i_ ■ ■ 1AI � Groundwater Analytical, Inc.r®13UNLI ATE® 228 Main Street ANALYTICAL Buzzards Bay, MA 02532 ' J' Telephone (508) 759-4441 �. FAX (508) 759-4475 ■ January 19, 1993 ■ Mr. David C. Bennett Coastal Engineering, Inc. 260 Cranberry Highway Orleans, MA 02653 Dear Dave: Enclosed are the Total Petroleum Hydrocarbons Analyses. performed for the Boston 5 - 20 Newton Lane project, number 13-323, sampled on 01-08-93 and ■ 01-11-93. This project was processed for Priority One Week 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. Sincerely, Jonathan R. Sanford Vice President ' JRS�cac Enc osures ■ ■ ■ .� � I ` �I 1 1 1 1 1 1 ��' GRDUNDWATER ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) Field ID: Bottom of Hole @ 14' Lab ID: 4420-01 Project: Boston 5 - 20 Newton Lane/13-323 Batch ID: HI-0297-X Client: Coastal Engineering Sampled: 01-08-93 Cont/Prsv: 500ml Glass/Cool Received: 01-12-93 Matrix: Soil Percent Moisture: 3 % Extracted: 01-14-93 Analyzed: 01-15-93 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons 880 30 . i 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). ' GR13 W UND ATER ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) Field ID: Stock Pile Com osite PP Lab ID: 4420-02 Project: Boston 5 - 20 Newton Lane/12-323 Batch ID: HI-0297-X Client: Coastal Engineering Sampled: 01-11-93 Cont/Prsv: 500ml Glass/Cool Received: 01-12-93 Matrix: Soil Percent Moisture: . 6. % Extracted: 01-14-93 Analyzed: 01-15-93 r PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons 11,000 780. , 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-846, Third Edition (1986),. L 1 G UNOW R M r e, eay 532 HALF-CrOD`NCO� 45 ANALYTICAL Telephone(508)759-4441 AND WORK ORDER FAX(508) 759-4475 Project Name: Firm* TURNAROUND ANALYSIS REQUEST � Va"tlles semlvotadlse PesUHerb Meta4 6 txher❑ STANDARD(10 Business Days) w..d Project Number. Address: u_ g 3-323 PRIORITY(5 Business Days) r r ❑ RUSH(RAN- t o w❑ w 9.5�� � s � Sampler Name` City/State/Zip: (Rush mquim Rush Aut wiralbn Number) �8 O g � ��I F CL w �� a e ,/A n azS,S3 Please FAX ` (YES ❑ NO 000 0 0 0000 ° y; ❑❑ �yv� �✓ -4�OD $ a Project Manager. Telephone:. FAX Number. — m ;` a ° BILLING ; n gg[� ° ❑ 0❑ oaO ° INSTRUCTIONS:Use separate line for each container(except duplicates). Purchase Order No: �7� o13 Sampling Matrix Corttalner(s) Preservation Flttered � g g 'g m _ ; m _ ❑ ❑ ❑ ❑ ❑ ❑ O O ❑a p d a ❑ O F LABORATORY _ s Z SAMPLE $ ,� NUMBER w 8 .� c o v w IDENTIFlCATION c _ p o (LabUssOnly) 8g mS � m-R Q ' 8g8 o F 3 W 3 z � d Z x x 2 > ❑ ❑ ❑ O ❑ O ❑ ❑ ❑ ❑ ❑❑❑ O ❑ ❑ ❑ 3 N' r+rp>.•t cif[ c"e e1q, X ► �( ^ X I it 3 11 i J Q Z Q REMARKS/SPECIAL INSTRUCTIONS PROJECT SPECIFIC MATRIX CHAIN-OF-CUSTODY RECORD SPIKES and DUPLICATES Many regulatory rams and EPA NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. Shipping/Alrbill Number: methods grequirree p�specific matrix Roll uls ed by Sampler. 7111� Time Received by: spikes andbrduplicales.Each requested �j(//�(, matrix spike(MS),matrix spike duplicate y� � /r (MSD)and sample duplicate should be listed above as a separate sample.Each Aelinquisfed by: Da a Time ecelved by: Custody Seal Number: MS,MSD and sample duplicate requires an additional sample aliquot. ❑YES Please perform a project specific MS,MSD or sample duplicate as Relinquished by: Date Time Received by Laboratory: requested above. f ❑NO.Please do not perform a project Cooler Serial Number: speduplicate MS MSD or sample Method of Shipment.* GWA Corier ❑ Express Mall ❑ Federal duplicate analysts for this project. Method u Express P 0 UPS 0 Hand 0 GROUNDWATER ANALYTICAL ' QUALITY ASSURANCE QA/QC Program Statement Groundwater Analytical conducts an active Quality Assurance 'program to ensure the production of high quality, Valid data. This program closely follows the Nuidance provided by Interim Guidelines and Specifications for Preparing ality Assurance Project Plans, . US EPA QAMS-005/80 (1980) , and Test Methods ' for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986) . Quality Control protocols include Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA ' methodologies and other established references. ' Equipment and facility maintenance conform to Good Laboratory Practices (GLPs) . Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. ■ Quality Assessment protocols. for most organic analyses include a minimum of one calibration standard, one method blank', one laboratory control sample, and one matrix spike/duplicate pair for each sample batch.' All samples,standards, blanks, laboratory control samples and matrix spikes are . spiked with internal standards and surrogate compounds. GC/MS systems are tuned to III ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one—calibration standard, one method blank, one sample duplicate, one laboratory control sample, and one matrix spike/duplicate pair for each sample batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. ' Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples which are analyzed together with the same method ' sequence and the same lots of reagents and with the same manipulations common to each sample within the same time period or in continuous sequential time . periods. Method Blanks are used to assess. the level of contamination present in the analytical system. Method Blanks consist of reagent water or purified soil . Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Laboratory Control Samples are used to assess the accuracy of the analytical method. A . Laboratory Control Sample consists of reagent water or purified ' soil spiked with a group of target compounds representative of the method analytes. Accuracy is defined as the degree of agreement of a measured value with the true or expected value. Percent Recoveries for the Laboratory Control Sample are calculated to assess accuracy. tSurrogate, Compounds are used to assess the . effectiveness of the method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to organic analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. ■ ■ 1 ' 1 GROUNDWATER ANALYTICAL QUALITY ASSURANCE Laboratory Control Sample Recovery 1 Category: EPA Method 418.1 (Modified) Batch ID: HI-0297-XL ' Matrix: Soil Units: mg/Kg Laboratory Control Sample rSPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT RECOVERY LIMITS ' Fuel Oil No. 2 880 930 105.% 80-120 1 r 1 _ 1 . 1 1 1 .1 1 , All Calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. r GROUNDWATER ANALYTICAL QUALITY ASSURANCE Laboratory Control Sample Recovery Category: EPA Method 418.1 (Modified) Batch ID: HI-0297-XL Matrix: Soil Units: mg/Kg Laboratory Control Sample ' SPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT RECOVERY LIMITS Fuel- Oil No. 2 XXX XXX :1XX % 80-120 f All Calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. GROUNDWATER. � Groundwater Analytical, Inc. r E R, ` � 1�93 228 Main Street ' ANALYTICAL Buzzards Bay, MA 02532 Telephone (508) 759-4441 FAX (508) 759-4475 January 26, 1993 1 Mr. David C. Bennett Coastal Engineering, Inc. 260 Cranberry Highway Orleans, MA 02653 Dear Dave: ' Enclosed are the Volatile Organic i c and Total Petroleum g um Hydrocarbons Analyses', performed for the Boston 5-Newton project, number C13-323, sampled on ' 01-15-93. This project was processed for Priority One Week 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. ' Sincerely, Jonathan R. Sanford Vice President ' JRS�cac Enc osures GRIJUN13WATER ANALYTICAL I EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: MW-1 Lab ID: 4446-02 Project: Boston 5-Newton/C137323 Batch ID: VHA-1137-W Client: Coastal Engineering Sampled: 01-15-93 ' Cont/Prsv: . 40ml VOA Vial/NaHSO4. Coo1 Received: 01-18-93 Matrix: Aqueous Analyzed: 01-26-93 ' PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (u9/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl. Chloride BRL 1 Bromomethane BRL 5 1 Chloroethane. BRL 1 Trichlorofluoromethane BRL I 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 ' trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethene BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethene BRL 1 ' Tri chl oroethene BRL i 1,2-Dichloropropene . BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1;2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+pp-Xylene * BRL 1 o-Xylene * - BRL 1 ' Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE, COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Bromochloromethane 30 30 99 % 83 _ 117 % Fluorobenzene. 30 30 . 98 % 87 113 % BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable 1 Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). GROUNDWATER ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) Field ID: Basement at Burner Lab ID: 4446-01 Project: Boston 5-Newton/C13-323 Batch ID: HI-0298-X ' Client: Coastal Engineering Sampled: 01-15-93 Cont/Prsv: 500ml Glass/Cool Received: 01-18-93 Matrix: Soil Percent Moisture: 1 % Extracted: 01-19-93 III ' Analyzed: 01-20-93 PARAMETER CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) Total Petroleum Hydrocarbons 5,000 140 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-600/47.79-020, Revised (1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for. Evaluating Solid Waste, US EP.A.SW-846, Third Edition (1986). GROUNOWATER ANALYTICAL EPA METHOD 418.1 (Modified) Total Petroleum Hydrocarbons (IR) ' Field ID: Basement in Closet " Lab ID: 4446-03 Project: Boston 5-Newton/C13-323 Batch ID: HI-0298-X Client: Coastal Engineering Sampled: 01-15-93 Cont/Prsv: 500ml Glass/Cool Received: 01-18-93 Matrix: Soil Percent Moisture: 2 % Extracted: 01-19-93 Analyzed: 01-20-93 PARAMETER CONCENTRATION REPORTING LIMIT (mg Kg (mg/Kg) . Total Petroleum Hydrocarbons 12 MO 740 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-600/4-79-020, Revised.(1983). Adapted for solids by Method 3540 (Modified) - Soxhlet Extraction, Test Methods for Evaluating Solid Waste, US EPA SW=846, Third Edition (1986). Z DATE 0 q (0• 3 CD CD s 3 ]J Z m � -� TIME �- 0 w 3 a m D . 1171 m W n®. m n T- 2,m 1f• .,1 (D z w ZCD WATER 3 m C7 SOIL P: 0 ' CD 0 WASTE NUMBER ' y - 40mL VOA VIAL t h• _ TI-AWN ,- IL GLASS . a ti {h DX CD N CO 4 t_ C a.-. y SOOmL U O_, GLASS p m m (h O G �33�3� 'K.. � � �mtnm-mm �m w ,o v 0 $y N a�•m p x �� IL PLASTIC to 01. y .. .�,,, -,:: _ v N (n �•� � mv�g� :22 m (DO m on m m m m n m p m 11 m R1 500m1 PLASTIC vm- m m 3 a a�+o may 3 c o m N O D m� . 3 n a N co p V)- Z m v 3 m COB C� .�$ m�m mv��3kra? Om NaHSO. _ jW ' m mm .. N �Q nm .0,0 wmm11 aT HCI o 3e r'n rn33 m mx•`� _ m , H m m o c m �D HNOs m T ❑ ❑ D 0_ Qn a n m HtSO. ? Z y. cc C�! Z _. m#' X .. N c S C 2_ D 0 -_ i �b ma x D X ICE �7- CD 3 -n = O Z CC Z 0 Er o. _m m $$ D _� C 00 Op? a 0 � - YES =t r ❑ *i Z N v Z 1 p S. c c Z r N N !^ : o, 1W4 m ao o D (7 Scon D -NO .In. - j• 0D O 0 v c y 3 CD z m 0 w C. CC0 • JoZ o v 3) w 3 w r r. to y> m 0 O 8 RCRA121E NPDES SDWA OPTIONS M \w2 m m �Q C) a 7 (� o826WTCL 0624 0524.2 ❑Low Level Soll . � m ° _ ❑MTBE OTBA to D 118260/Full ❑TDB Search - ❑❑ ` :•i � � n Z - List .. ❑TIC Search � - m m QIQ 3 w 0 08010/8020 11602 10502.2 ❑MTBE a CD m ❑W20 0602 ❑MTBE CD C ❑Soto Dear >7 y m - ❑8270 G625 OAcitl Only �n , .. �i 0 BIN.Only 3 m• m R. m- 0 - - oPAHs Only ❑ n OTIC Search Z m ,p 08100- D610 - - a D a 0 08080 0608 0508 OPCBs Only o ❑8011 o504 , p't 08150 0615 OSM509B N m cD0 0515.1 3 m 08 RCRA ❑13 08 SDWA Specity For 0 B _ 017 App.IX Priodty OLeed Water 023 TAL Pollutant ❑copper Samples: - m OTotal C (A .olron DManganese .ODissol4ed 0 (p 18.1(TPH-IR) - � W � 8015-Mod(GRO) I 08100-Mod(DRO) $ ' 003328-7&Mod Hydrocarbon Fingerprint a Z CD to r o m D TCLP OMetais❑VOA DSeml VOA 0Pesticides CJ Herbicides f - fu m Q oCorrosivity GReacilvily❑Ignitability❑Paint Filter, CC 3 33 z oo C3 m $ -3 a ORIGINAL- LAB YELLOW-CLIENT ' GROUNDWATER ANALYTICAL ' QUALITY ASSURANCE ',Laboratory Control Sample Recovery Category: EPA Methods 601 and 602 - Batch ID: VHA-1137-WL Matrix: Aqueous Units: ug/L Laboratory Control Sample SPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT- RECOVERY. LIMITS 1,1 Dichloroethene 50, 40 80 % 61-145 a Benzene 50 49 98 % 76-127 Trichloroethene 50 47 93 % 71-120 ' Toluene 50 47, 95 % 76-125 Chlorobenzene 50 46 93 %. 75-130 All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or ' alternatively based upon the historical average recovery plus or minus three' standard deviation units. GROUNDWATER ANALYTICAL QUALITY ASSURANCE Method Blank ' Category: EPA Methods 601 and 602 Batch ID: VHA-1137-WB1 Matrix: Aqueous PARAMETER CONCENTRATION REPORTING LIMIT } (.u9/L) (u9/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride BRL 1 ' Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane . BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 Methyl tertiary Butyl Ether * BRL 10 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 ' Carbon Tetrachloride BRL 1 Benzene BRL 1 : 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 ' 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3`-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloroproppne P ." BRL 1 1, 1,2-Trichloroethane BRL 1 Tetrachl.oroethene. BRL 1 Dibromochloromethane BRL' 1 Chlorobenzene BRL 1 Ethyl benzene BRL 1 m+pp-Xylene * BRL 1 o-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 '`: 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Bromochloromethane 30. 26 87 % 83 117 % ' Fluorobenzene 30 30 100 % 87 - 113 % BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). GROUNDWATER ANALYTICAL QUALITY ASSURANCE :Laboratory Control Sample Recovery Category: EPA Method 418.1 (Modified) Batch ID: HI-0298-XL ' Matrix: Soil Units: mg/Kg Laboratory Control Sample SPIKE SPIKED PERCENT. QC ANALYTE ADDED RESULT. RECOVERY LIMITS ' Fuel Oil No. 2 880 940 107 % 80-120 t i 1 All Calculations performed prior to rounding. Quality.Cant rol Limits are defined by the methodology, or ' alternatively based upon the historical average recovery plus or minus three standard deviation units. GROUNDWATER ANALYTICAL ' QUALITY ASSURANCE Method Blank ' Cate or : EP g y A Method 418.1 (Modified) Batch ID: HI-0298-XB1 1 Matrix: Soil ' PARAMETER 'CONCENTRATION REPORTING LIMIT (mg/Kg) (mg/Kg) ' Total Petroleum Hydrocarbons BRL 30 1 v ; 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). GR13 . ND ATER A" 1 7 Groundwater Analytical, Inc. c�.. 228 Main Street ANALYTICAL (� �y Buzzards Bay, MA 02532 ' Telephone (508) 759-4441 FAX (508) 759-4475 January.27, 1993 Mr. David C. Bennett- Coastal Engineering, Inc. 260 Cranberry Highway = Orleans, MA .02653 Dear Dave. ' Enclosed is the Volatile Organic Anal sis ' erformed for the Boston 5 20 Newton 9 Y P / n project, number C13-323, sampled on 01-25-93. 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. Sincerely, Jonathan R. Sanford Vice President ' JRS�cac Enc osures GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) ' Field ID: MW1 Lab ID: 4515-01 Project: Boston 5/20 Newton/C13-323 Batch ID: VHA-1138-W Client: Coastal Engineerging Sampled: 01-25-93 Cont/Prsv: 40ml VOA Vial/NaHSO4 Cool Received: 01-26-93 Matrix: Aqueous Analyzed: 01-27-93 ' PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (u9/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride . BRL 1 Bromomethane -BRL 5 Chloroethane BRL 1 . ' Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 ' trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichl.oroethene * BRL 1 ' Chloroform BRL 1 1 1,1,1-Trichloroethane y BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane " BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 i 2-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene. BRL 1 Toluene BRL J. cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 t Ethylbenzene BRL 1 m%Xylene * BRL i o-pylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 li4-Dichlorobenzene BRL 1 ' 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Bromochloromethane 30 30 100 % 83 _ 117 % Fluorobenzene 30 31 102 % 87 113 % BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable ' Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). fflftV)" RM _ 24 Str— M r Buzzar s Bay, MA 02532 H�F-�OEMC ANALYTICAL Telephone(508)759 4441 AND WORK ORDER N° 384� FAX(508)7594475 Project Name: Firm: TURNAROUND ANALYSIS REQUEST dolt �011Ccw o►� I�A��AL ��ll (Z�tl(,� ❑ STANDARD(10 Business Days) VolSta'S Sein1votalliftl PeSUtfSrb Yeails w„t, other Project Number: Address: 20 �p�g�RRy ❑ PRIORITY(5 Business Days) 11 r J l RUSH(RAN- (-(� ) �01 W W n£ o` m a Sampler Name: / City/State/Zip: (ftveh reoulres Auororiratlon Number) - F I E F 9 a� v� ❑ NO I� (�� �Af� Please FAX 'YES ❑ NO ❑❑❑❑ ❑ ❑ ❑❑❑❑ ❑ ; ❑❑ Project Manager. Telephone FAX Nurnber: 1-Sb 7�S—�1Q0 m < ¢ ❑ Q Cl C4 3g 38 BILLING a o 0 000 0 0 INSTRUCTIONS: Use separate line for each container(except duplicates). Purchase Order No: 3=32 o A ❑ 8 Sampling Matrix Contalner(a) PreservationFlttered g $ 8 $ m 8 = o z O gT ❑ ❑ ❑ ❑ ❑ O Oaa ❑ � ¢ ❑ cc I_ -r O a Z s LABORATORY W _ B 8 m w SAMPLE �' O1 o NUMBER o < o v w. IDENTIFICATION _� J a3 w (Lab Use Only) S 8 8 S m m f3 v S i 3 z d n d Z O O O O O O ❑ ❑ O ❑ ❑OO ❑ ❑ ❑ ❑ ❑ vis' wo kk J - W y (n I ' Q Z tt REMARKS /SPECIAL INSTRUCTIONS PROJECT SPECIFIC MATRIX CHAIN-OF-CUSTODY RECORD SPIKES and DUPLICATES Many regulatory programs and EPA :Ail samples submitted subject to Standard Terms and Conditions on reverse hereof. Shipping/Airbill Number: methods require project specific matrix R mqu hed y ler. Date Time Received by: spikes and/or dupncates.Each requestedI Ps I� matrix spike(MS),matrix spike duplicate 1 (MSD)and sample duplicate should be a& listed above as a separate Sample.Each Rekur?f7ish'4 by: Dat Time Received Custody Seal Number: MS,MSD and sample duplicate requires an additional sample aliquot. _ !/r ❑YES.Please perform a project specific I�"tTl�l,^ MS.MSD or sample duplicate as Relinquished by. Date Time Received by Laboratory: requested above , Cooler Serial Number. O NQ Please do not perform a prep specific MS,MSD or sample duplicate analysis for tMs project. ethod of Shipmen GWA rier ❑ Express Mail ❑ Federal Express UPS 0 Hand ❑ ` GR13UNDWATER ANALYTICAL ' QUALITY ASSURANCE . Laboratory Control Sample Recovery Category: EPA Methods 601 and 602 Batch ID: VHA-1138-WL ' Matrix: Aqueous Units: ug/L Laboratory Control' Sample SPIKE SPIKED - PERCENT QC ANALYTE ADDED RESULT RECOVERY LIMITS 1,1 Dichloroethene 50 40, 79 % 61-145 Benzene 50 49 98 % 76-127 Trichloroethene 50 46 93 % 71-120 Toluene 50 47 94 % 76-125 ' Chlorobenzene 50 46 93 % 75-130 3 All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or ' alternatively based upon the historical average recovery plus.or minus three standard deviation units. GROUNDWATER ANALYTICAL QUALITY ASSURANCE . Method Blank ' Category: EPA Methods 601 and 602 Batch ID: VHA-1138-WB1 Matrix: Aqueous PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (u9/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride BRL 1 ' Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL 1 ' 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL I. Methyl .tertiaryy Butyl Ether * BRL 10 1,1-Dichloroethane BRL 1 ' cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL. 1 Carbon Tetrachloride BRL 1 Benzene ti BRL 1 1,2-Dichloroethane BRL 1 ' Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL l 2-Chloroethylvinyl Ether BRL 1 ' trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL _'I 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL _ 1 ' Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 ' m+p-Xylene * BRL 1 o-Xyl ene * BRL 1 Bromoform BRL 1 ' 1,1,2,2-Tetrachloro'ethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1;2-Dichlorobenzene. - ,. BRL 1 LQC SURROGATE COMPOUND SPIKED MEASURED,' RECOVERY QC LIMITS Bromochloromethane 30 26 86 % 83 - 117 % ' Fluorobenzene 30 30 99 % 87 - 113 % BRL = Below Reporting Limit. * Non-target compound.. Method References: Method 601 - Purgeable ' Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). GRDUNDWATER ANALYTICAL QUALITY ASSURANCE State Certification CONNECTICUT Certificate Number Department of Health Services PH-0586 Potable Water, Wastewater/Trade Waste, Sewage/Effluent, and Soil: Purgeable Halocarbons, Purgeable ' Aromatics, Pesticides, Phenols, Oil and Grease, Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium-T, Chromium-VI, Cobalt, Copper, Iron, Lead, Magnesium, :Manganese, Mercury, Nickel, Potassium, Selenium, Silver, Sodium, Thallium, Tin,. Vanadium, Zinc, ,Cyanide, TDS, Ammonia, TKN, Nitrate, Ortho-Phosphate, Alkalinity, Hardness, Chloride, Fluoride, pH, Conductivity ' MAINE Certificate Number Department of Human Services N/A Reciprocal certification in accordance with Massachusetts certification for drinking water parameters. ' MASSACHUSETTS Certificate Number Department of Environmental Protection MA103 Potable Water: Antimony, Arsenic, Barium,' Beryllium; Cadmium, Chromium, Copper, Lead, Mercury, Nickel,. Selenium, Silver, Thallium, Nitrate-N, Nitrite-N, Fluoride, Cyanide; Calcium, Total Alkalinity, Total Dissolved Solids, pH, Langelier Index, Trihalomethanes, 'Volatile Organic Compounds,. 1,2-Dibromoethane, 1,2-Dibromo-3-chloropropane. Non-Potable Water:, ATuminum, Antimony, Arsenic, Beryllium, Cadmium, - ' Chromium, Cobalt, Copper, Iron, Lead, Manganese, Mercury, Molybdenum, Nickel , Selenium, Silver, Strontium, Thallium; Titanium, Vanadium; Zinc, pH, Specific Conductivity, Total Dissolved Solids, Total Hardness, Calcium, Magnesium, Sodium, Potassium, _Total Alkalinity, Chloride, Fluoride, Ammonia-N, Nitrate-N., Kjeldahl-N, Orthophosphate, Total Cyanide, Oil and Grease, Total Phenolics, Volatile Halocarbons, Volatile Aromatics, Chlordane, Aldrin, Dieldrin, DOD, DOE, DDT, Heptachlor., Heptachlor Epoxide, Polychlorinated Biphenyls (Water), Polychlorinated Biphenyls (Oil). MICHIGAN Certificate Number ' Department of Public Health N/A Drinking Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Cyanide, Fluoride, Lead, Mercury, Nickel, Nitrate, Nitrite, Selenium, Silver, Sodium, Sulfate, Thallium, Total Trihalomethanes, ' Regulated and Unregulated Volatile Organic Chemicals. NEW HAMPSHIRE Certificate Number Department of Environmental Services 2027911-A/B ' Drinking, Water: Lead, Selenium, Silver,.,..Thallium, Trihalomethanes, Volatile Organics, Antimony, Arsenic, .Barium, Beryllium, Cadmium, Chromium,- Copper,. Mercury, Nickel,, .Fluoride, Total Filterable Residue, Calcium, Alkalinity, pH, Corrosivity, Total Cyanide, Vinyl Chloride, DBCP and EDB.' Wastewater: Arsenic, Beryllium, Cadmium,. Cobalt, Copper, Iron, Mercury, Manganese, Nickel, Lead, Selenium, Zinc, ' Antimony, Silver, Thal 1 i um,..Molybdenum, Strontium, pH, Total Hardness, Calcium, Sodium, Potassium, .Total Alkialinity, Chloride, Fluoride, Nitrate-N, TKN, Orthophospates, Total Phenolics, Oil & Grease, PCBs in Oil, Pesticides; Volatile Organics, Titanium, Total Cyanide, PCBs in Water. RHODE ISLAND Certificate Number Department of Health A54 Potable Water_ Antimony, Arsenic, Barium,, Beryllium, Cadmium,_.Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Thallium, Nitrate, Nitrite,. Fluoride, .Turbidity, Chlorine, Total Filterable Solids, Calcium, pH, Alkalinity, Sodium, Corrosivity, Sulfate, Cyanide, Trihalomethanes, Chlorinated Hydrocarbon Pesticides, PCBs, Herbicides, Volatile Organic Compounds (EPA 524.2 and 504) and PAHs. Non-potable and ' Waste Waters: Aluminum, Arsenic, Beryllium, Cadmium, Cobalt, Chromium, Copper, Iron, Mercury, Manganese, Nickel, Lead, Selenium, Vanadium, Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, Titanium, pH, Conductance, TDS, Hardness, Calcium, Magnesium, Sodium, Potassium, Alkalinity, Chloride, Fluoride, Sulfate, Ammonia, Nitrate, Orthophosphate, TKN, Total Phosphorous, Cyanide, Non-filterable solids, Oil and Grease, Total Phenolics, Chlorine, PCBs in Water, PCBs in Oil, Chlorinated Hydrocarbon Pesticides, Volatile Halocarbons, Volatile Aromatics, Acid Extractables and Base/Neutral Extractables. GROUNDWATER ANALYTICAL ' QUALITY ASSURANCE QA/QC Program Statement ' Groundwater Analytical conducts . an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the �uidance provided by Interim Guidelines and Specifications for Preparing uality Assurance Project Plans, US EPA QAMS-005/80 (1980)., and Test Methods for Evaluating Solid Waste, US EPA SW-846, Third Edition (1986) . Quality Control protocols include Standard Operating Procedures (SOPS) developed for each analytical method. SOPs are derived from US EPA ' methodologies and other established references. Equipment and facility maintenance conform to Good Laboratory Practices fGLPs) . Standards are prepared from commercially obtained reference materials of certified purity, ' and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one calibration standard, one method blank, one laboratory control' sample, and.one matrix spike/duplicate pair ..for each samp1 ' 'batch. All samples, standards,. blanks, laboratory control samples and matrix spikes are spiked with internal standards and surrogate compounds. GC/MS systems are tuned to BFB ion abundance criteria daily, or for each 12 hour operating period, ' whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one calibration standard, one. method blank, one sample duplicate, one laboratory control sample, and one matrix spike/duplicate pair for each sample batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity" is- verified by standard recoveries within plus or minus ten percent of the curve. Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples which are analyzed together with the same method ' sequence and the same .lots of reagents and, with the same manipulations common to each .sample within the same time period or in .continuous sequential time periods. ' Method Blanks are -used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or purified soil . Method Blanks are taken through al1 , the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. are used to assess the Laboratory Control Samples h accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or purified ' soil spiked -with a group of target compounds representative of the method analytes. Accuracy is defined as the degree of agreement of a measured value with the true or expected value. Percent -Recoveries for the Laboratory Control Sample are calculated to assess accuracy. ' Surrogate Compounds are used to assess the effectiveness of the method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to organic analytes of interest in chemical behavior, but which are not normally found in environmental., samples. Percent Recoveries are ' calculated for each Surrogate Compound. 9 P i � �'. RI 1 "j 1 �. 1 1 1 ' Job 1: C-13-323 Registered Professional Engineers & Land Surveyors - Job Name: Boston 5/20 Newton C*oasta]EnglneeringCo. sheet 1 of 1 • Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary• Test Hole t: TB-1 (MW-1) ■ • Consultants for Structural Analysis, Project Feasibility;Environmental• e Land Surveying Date: 1/15/93 Witness: David C. Bennett. R.S. P.G. ' Hvdrogeologist SAND CONGLOMERATE SILTY SAND Drilling Contractor: Jenkins ' (GRAVEL) r-7—T Sampling Method: 8" Hollow with SS PEAT CLAY LITHOLOGIC BOREHOLE LOG STANDARD PENETRATION I 6 Well Type ' Drive Specifications Description of Lithology Lithology Depth of Depth Strokes . „H„ % of and Remarks Sample Value Recovery Comments 2 A 0-3 100 HNU RESPONSE TOPSOIL/SUBSOIL ' •D S 35 - 6-11-9-6 .75 3-5 1.2 ppm Sand: Light brown to tan, o 5 8-10 .6 ppm medium to coarse, weakly ' a A 5-8 100 13-15 6 ppm stratified, very clean, 15-17 . .4 ppm traces gravel. S ' 8-10 4-3-3-4 90 17-19 TR • 10' 10-13 100 19-21 .4 ppm Sand: Buff to off-white, a 13-.15 4-5-5-9, 90 -Basement TR primarily fine to medium, • _ S -Basement 15, stratified, very clean, S 15-17 5-6-4-.4 80 at •. . - S 17-19 5-3-4-5 90 _Burner 2.4 S 19,21 4-5-4-5' 90 at drain .6 20 -Ambient SWL = 21' •• _ A S 21-23 5-5-5-6 90 -_ 1st .6-1.4 I 23-25 100 -basement Sand: Tan to light brown, 25 closet 1.6-2.4 Primarily fine to medium, occasionally very fine,. ' A 25-30 100 _ clean, moderately sorted. 30 30 i 35 _ SET 2" PVC WELL WITH ' 10' OF #10 SCREEN AT 40 28'-2' BENTONITE_PLUG AT 15'. ' 45 ■ 50 - — 1 55 _ 1 60 _ ■ Job l: C-13-323 Registered Professional Engineers & Land Surveyors Job Name: Boston 5/20 Newton CoastalEngincering'Co. sheet I of inc. 2 • Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary•,. Test Hole l: TB2 (MW-2) • Consultants for Structural Analysis, Project Feasibility, Environmental• • Land Surveying • Date: 2/11/93 Witness: David C. Bennett, R.S.. P.G. .aw. 1,,, Hvdrogeoloai st SAND CONGLOMERATE SILTY SAND Drilling Contractor: Jnekins I (GRAVEL) Sampling Method: 8" Hollow with SS PEAT CLAY LITHOLOGIC BOREHOLE LOG STANDARD PENETRATION Well Type �� Drive % of Specifications Description of Lithology. _ Lithology Depth of Depth Strokes 6. and Remarks Sample. Recovery Comments Value 2 — A 0-3 100 HNU RESPONSE TOPSOIL/SUBSOIL S 3-5 5-6-7-7 50 3-5 NO . . . o . . 5 D „ , 8-10 NO Sand: Light brown to tan, ' A 5-8 100 13-15 NO medium to coarse with U . . . p. S 8-10 3-4-4-4 70 15-17 NO gravel, weakly stratified . � . . 10 and very clean. 10-13 100 — — Sand: Tan to buff, — S 13-15 3-5-4-5 70• SWL = 16'± primarily fine, very, 15 = S clean,. some stratified,..15-17 5-3-4-3. 90 = well sorted. A 17-20 100 . . 20 _ _ — A 20-25 100 - I ,•• . . ., — . _25 2" flush joint PVC well with 10' 30 #10 screen ,at'24' - *NOTE 3 5 plug at 13' Delayed .detector and 2' response in all samples ' attributed to .4 0 interference. • 1 45 ■ 50 55 = 60 ■ ■ Job l: C-13-323 Registered Professional Engineers & Land Surveyors Job Name: Boston 5/20 Newton Coastal EnglneenngCo. F Sheet Z of 2 . • Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary• Test Hole /: TB3 (11W-3) • Consultants for Structural Analysis,Project Feasibility, Environmental • Land Surveying• Date: 2/12/93 Witness:Dayid C. Bennett. R.S.. P.G. _Hydroaeoloaist SAND CONGLOMERATE SILTY SAND Drilling Contractor: Jenkins (GRAVEL) Sampling Method: 8" Hollow with SS PEAT CLAY LITHOLOGIC BOREHOLE LOG • STANDARD PENETRATION Type Well Description of Lithology ¢Llthology Depth of Depth Strokes Drive„N„ % of Specifications_ and Remarks Sample- 'Value : Recovery Comments j — A 0-3 100 -' HNU RESPONSE" TOPSOIL/SUBSOIL 3.0 S 3-5 3-4-3-5 60 " 5 3-5 ND* Sand: Light brown to tan D D A 5-8 100: 8-10 NO to buff, medium to 13-15 ND coarse with occasional ' S 8-10 3-3-4=3 70 o gravel, clean, weakly . . , 10 A 10-13 100 stratified. • d " S 13-15 a 3-4-3-2 80 ' " O 1 5 - SWL = 15'± Sand: Tan to buff,' primarily fine to " A medium, clean, moderately 15-20 100 Y . 20 sorted. ' A 20-25 100 — ' 25 Set 2" flush • joint PVC *NOTE well with 10' Delayed detector 30 #10 screen at 22' response attributed - 2' Bentonite to interference.. 135 Plug at 10' and 3'. 45 50 _ _ ' 55 60 ■ 1 1 1 1 1 1 yl � RI 1 Sam Ingram Real Estate i 667 Route 6A PO. Box 1077 Dennis, Massachusetts 02639 Business(5o8)385.3340 i Business 1-800-676-3340 - Fax(500)385-6003 i January 12, 1993 1 Mr, David C. Bennett 1 tiydrogeologisl Coastal Engineering co. , . Inc. 260 Cranberry Highway Orleans, Ma. 02653 1 RE: 20 Newton Ave. H anuis ot` p t . 1 Dear David: • The Boston Five took over the above ,re°erenczd property on December 1, 1992, The oil tank was empty at the time. I had the boiler serviced that day and 100 1 gallons were delivered on'riecember l.s,t:. On December 12, , 199Z theta was another 1�0 gallon delivery. When I detected the smell and aome °solution around the .boiler on the afternoon of January nth, there remaini was approxirnacely 1/8 of a rank, ng. I have includcj a copy of a map on the Parcel and the septic plan, which 1 appears to he located in the backyard. PIeana feel free to call me with any' questions. 27.5 (gallons.) - [35 (days) x 4 (gal/day)].: Sincerely, - [1/8 (tank level ), 'XI 275 (capacity. gallons)] i 100 (gallons) ESTIMATED LOSS Steve Dwan Realtor 1 1 Each Office Is Indepenuenrl),Owned Ana Operated _�1 I_-�: 1 � •i i:�rti 1 ��_ i ram. ' POIrIT O.II.OPT 1 CA 'E INC. • P.O.BGX 679,HYArdNIS,'MA OZGOV, �- #2 FUEL OIL KV DISCOUrIT PRICES BILLING/PRICE INQUIRIES CALL (508) 771.2329, 394-81&0; 47T3J34 ' ACCT.0 `7 d 6 INVOICE DATE: : I ?/l 2 llf'-N c� CENTURY 21 elwNt ypE ('nr, Ll DISCOUNT'•.1 ' 04 0-22 . IIr�V47ON Tin D o ►- OFFPNIC ?, nncln. 0 z l � "Q'� L HYANNI SFORT MA, o28�j1 l '_' ;�1 ''"� • `= - z ` 385--3340 QUT MAP PAGE.. ( St 1 ' FILL LOC. TANK GAL ORD. CRDE'R DATE. LDD�` 275 1�U t^ q. I ,. „a,,, TCVE DWAN _ 1 Hw .i I?"` �Y O _ �Z ZE - Lu D.T. o INVOICE TERMS; zyt ONADORIOhlALCtS(OU ITOF't00EMSPER *PRICE PER GALl.ON 1 ACoNomoti QAL1 CN i�tAY 6E TAKEN WDEA TFC FOLLomw..CONDfTMONS: CD ON co -` PAID AT TIME Of EU 'R ' i W AUTOMATIC DELIVERY Ofl C}{ARGF. PAID WI THIN 5DA DAYS OF DEu • NvEaYA MONTHLY FINANCE CHARGE 7F 1.6 N ,d . . . 0EM ANNUAL) W' t3E APPLIED ON BALANCES OF 30 DAYS W �I CV ' cxi h901;E.^ fFI1lOICE a o o(� a tJI► 3 a � — a"u c] • II POINT OIL ON TEE CAPE INC. • �..i P.O.BOX 579,HYANNIS.51A U2GOI #2 FUEL OIL AT I)ISCOUN-T PRICES SILLING/PRICE'INQUIRIFS G'ALt J A (W8) 771.2329, 394.8180, 477-3434 1 i rr]O ACC7, INVOICE DATE: � 7• A.R.BAL. " ` .-'0 '/ 7 BILLING Tl"PF Z c') ZZ DISCOUNT Io H a" OFFPRICE Iv ROUTE. : 3 Z FILL LOC. MAP PAGE { :. TANK GAL.ORD. ORDER DATE - LDD Z � woo trr N'//r?l.✓r5/�o.`' j� 2 r, DOD oZ Q Q�,�; (y�(.) _ *INVOICE TERMS J I JI _ ANADOrTILWA1 DIyCOM Cf tocENrs PE A •PRICE PER GALLON ACCOUNT TYPE GALLON A+uY BE TAB R T}£fottOwnJG OONDR10 : c¢? coo MON AUTOMATIC DELIVERY OR CHARGE . PAID 1 50AYSOFDEUVERY PAID AT TIME OF DELIVERY vWi d A MONTHLY FINANCE CHARGE OF t5% PER MONTH (�896k��� I Q r N BALANCES OF 30 DAYS OR MOPE. BE APPUE D ON ��1= �— _------------.—�._INVOICE� �� 4 a --- -- a w p u . ' Fh:•: E00-432-2211 E HtyFIIIICH H&E TIIIG '--.F;I.l III;= 1-7,03-412-tiET4 1ti1 F'O1 FORM F.P. 292 (nay. 9/90) tit tJp (IInccincrcrctupctt�t� ,vf tt,�uttrupf�u Department of Public Safety Division �f Fira Prw�n4i®n and a Ala ion ' AppucAnCM FOR PERMIT, AND P€RWr, FOR REMOVAL AND TRANSPORTATION TO APPROVED TANK YAF ��11 J� v MRY , FDID� �.�1�12� Permit. � t--''"•S Date_- ' Qty, Town or Mstrttt [ . 8 2 2 . 40 M . G . L . DIG SAFE NUMBER Fee Paid:$ 30224� /t�5 start date!` -� In accordance with the provisions of Chapter 148 , sec. 38A, M.G. L. , 527 cmR 9 ..00 application is hereby made by: Hr,r�,A (fit41'qCrulcey hc- street Address & City or Tow Signature. of applicant: ' Applicants name print P . For permission to remove and transport one underground storage tank from. Owner:9oS" ' '5� �'^vf • S 6'k-tick street Address: 2a New �V-�• V��ti1S�cr:.t. Firm itlransportin waste:��G r_llc� L' - T -1Lok State LicAr� O"U-35. Hazardous waste manifest E. P.A. # Approved tank yard:.L # 'gL - -- ' Tank yard Address: Type of inert gas:_ UL tank I 1 Tank capacity- ' aU)b �u Substance last stored: u Date of issue! Date . of expiration: - Signature/Title of officer granting permit: « �' Fh:: S00-43E-2,=1'l E HnF0.111__H H=rITI1il SF,.1 I11C SOO--43E-S-214 1Si F'02 HYANNIS FIkE D EP.A R'I'I11LN1' 95 HIGH SCHOOL ROAD EXTENSION ' HYANNIS, MASS. 02GOT RICHARD A.7ARRENKOPF •, - BUSINESS; -773-1300 CM1�• Smoke Oetectord Save .eived GMEROENCY: 775-2323 PERMIT FOR; ' FOR REMOVAL, A14D TRANSPORTATION OF STORAGE TANKS FDID NUMBER 01922 DATE OF APPLICATION QO 1� PROPERTY OCCUPIF BY1 i f��� PHONE LOCATION w 1U►� v o\w, 5 �C PROPERTY OWNER v S h c� ,ti PHONE : 0- TANKS TO BE REMOVED ALL TANKS SHALI. BY INERTED BY THE USE OF DRY ICE AT 1 . 5112g ggr 100 cal . ' QUA ITY SIZE (GAL ONS ) FORMER P ODUCT STORED 4 y2o o d cry. 2 ' l bI } PROJECT SUPERVISOR •�h W S PHONE COMPANY NAME ADDRESS : &2 �► ,�,u c> w EXCAVATION COMPANY e. PHONE ADDRESS DIG-SAFE NUMBER START DATE ' COMPANY REMOVING USABLE PRODUCT FROM THE TANK(S) NAME sar-,L PHONE ADDRESS COMPANY CLEANING THE TANK(S) AND. REMOVING THE HAZARDOUS WASTE : NAME PHONE ADDRESS : D.E.Q. E. LICENSE NUMBER: rAIV0U'3 S26 EXPIRES : C53 MANIFEST NUMBER: Nn ' COMPANY TRANSPORTING THE TANK(S) NAME: rcti. PHONE ADDRESS : ' THE 'TANKS SHALL BE 'TRANSPORT D TO YARD NAME 1ti1. t`1 c;r�l� Ihc. PHONE ADDRESS b r rc. ., �ri MASS . FIRE MARSHAL ' S APPROVAL NUMBER DATE OF ISSUANCE T s HYANNIS FIRE DEPARTMENT USE ONLY ' DATE OF JWIRATION [] HAZARD UN SEE LEAF: REPORT REM OV W �SED - I40 HAZARD � y GNATURE APPLICANT SIGNATURE' OF HYANNIS F. D. OFFICIAL E Hr,FJIICH HEmTIlli� '=P' 11P-- C SI FO_ ' FORM F.p..292 (rev. 9/90) ,• �1�p (Qlyttttttilllittp�tl$�j If� �9B�fr��lIli?Z�fi . ,r -Department of Public Safety Division of Fire Prevention and Regulation 'U9 ApPJCOON FOA PERW. AND pERWT, FOR REMOVAL M4D TRANSPORTATION TO APPROVED TANK YAF;I 1 92673 a Permit oateN p�') _1 i`J - ?own of MSUUM C . 8 2 S . 4 0 N . 6 . L ' - nG SAFE NUMBER Fee paid a,. --9 start date `tin a�gordanae. with the provisions of chapter 14 sec. 38A, M.G.T. , ' N=�(tlLh27 O'ER9, 0o C.iC,,kapplication is hereby made by: 1 Addrans & City or To �n � 4e� UrW,c� -- - i 0Igneturp Of applicant: -- name print d t �11n �Ci1 �nS n �o ;armission to. remove and d transport one underground storage tank flci . C ►ne�iSTDh Say 1k Streot Address • . rL„ ' c � v�. JN 1 '��,^ ��c. State Lic. rim transporting wastes � , _ 1 .: Hazardous waat® manifest $ E. P.A. Approved tank yard: Tank yakd Address t W 4 d d _. Pa of inaxt ges t o UL tank J : Tank aapacityt r ( Substance last stored: k)f ? .. . . " ' Date of" expiration: �� U `• 5 f, eta Hof issus:_4 - — <"� ,� 9t'R i%Title ou orficer granting permit- _ _. . ' Fhi: 506-43E-221'1 E HriFIIdICH HEHTIIII- F;�.� IlU= 151 F'12-4 IYANNIS . FIRE 'D}PAR i MENT 9E HIGH SCHOOL ROAD'EXTENSION ' HYANNIS, MASS. 02601 Paul D . Chisholm A �{�!!bC?iftc X iK�t�c ofR BUSINESS: 77 3-1 300 Smahe 0E'teCta-j f.have IUEd EMERGENCY: 775.2323 J PERMIT FOR; . FOR REMOVAL AND TRANSPORTATION OF STORAGE TANKS FDID NUMBER 0.1922 DATE OF APPLICATION PROPERTY OCCUPIED V v led PHONE LOCATION : vQ. Hj tins o ' PROPERTY OWNER v PHONE : �} TANKS TO BE REMOVED WANKS SHALL BY INERTED BY' .THE. USE OF DRY ICE AT 1 .51bs er 100 gal . ' QUANITY SIZE (GALLONS ) LOS) FORMER ODUCT STORED —1— _1_Y.Coo �io 2 I 1 PROJECT SUPERVISOR L�n ' 1 A er rrs r 5` � PHONE 3)'s_2) ' C014PAIIY •,AME aC ADDRESS . - 'F., L GZ r�r ' EXCAVATION COMPANY ►nQ_ ` PHONE ADDRESS : DIG-SAFE NUMBER START DATE ' COMPANY REMOVING USABLE PRODUCT FROM THE TANK(S) . : NAME Ste - - PHONE ' ADDRESS : COMPANY CLEANING THE TANK (S) AND REMOVING _THE HAZARDOUS WASTE NAME mQ PHONE ADDRESS : D.E.Q.E. LICENSE NUMBER : /�1H bb b-'115 EXPIRES : 3 MANIFEST IIUMBER: kUQ ' COMPANY TRANSPORTING THE TANK (S) ' i NAME: PHONE ADDRESS: THE .TANKS SHALL BA,' RA � ORT TO YARD NAME- �b' PHONE :�_ �`33y LO J ' ADDRESS e o MASS . FIRE MAR HAL ' S APPROVAL NUMBER DATE OF ISSUANCE /0; (4[]. $HAZA?D' S FIRE DEPARTMENT USE ONLY DATE OF EXPIRATION FO ND� - SEE LEAK REPORTMO AL , dESSED - 110 HAZARD ' zGNATURE 6F APPLICANT SIGNATURE OP"H1 NNIS F . D. OFFICIAL r � I 1. .ti J •t r: t� •`r �! 4;. Ar;i11 a up .,.,:'' <.,; .,'l., �.'k3c':'•,'.::'. • • .r:. '•'/::}':•.;..'.. '/:•:is;;:;:.;:;:;'.;'::'::.;:'::':." .•,. ..r. Via: "fr"';::.;:.;:.; •y.. r• •'1 •r. rr / �r. 1 'td:: .c. :ii%+iiiiiij�•L :��� ''>'�:.'�i'':r' •:y;'�y�?lj'r' (1. :Y'r;:�� ,.�Y�1�' • .;:Gi• ..Tv� ..,:' �:::�• .•x,. %.''. 'i .'•• ino G.ii!�� r'r ��::�.;,�, ..::;• v�.i'�. � 1. ::tr•t •J •f" .. .. .:�.•J .•%. 1 '1. .1. :J• ti• ''R 4 •a .f 1 / r •w. � P 1. 1 2' ��4::•:;:•: ':::jp I. :1 JE• :) is 't3. ;';'•' m •by .`V r{Y Yl�;'{,::.�;J•':J:.,r :a�{.j}�:"•,.'••NZ . •:{;4:!•T-::�•:':;::}:}T � o• /. J 0 , ,�• ,+At1�1 �: 1Lt•(�' li �;:�%:KI:y.•'{•V1YQ 71•,::..�.y.., •Y• 1 � 'i•.... �•' ••' „ ��j. { YiiAi%pu r ' t• • '1', � ": R i i. �S ��.1. ::ti:::.;5;;�:��'�.. T7T1iv 2't• .Ct '~j �' �' ,... •4• - nset ' • •L c J ��. , •• r � M•mrn�Jf, r Will f /( }' 6. ANNIS 11ARBOR w Isferid 10 HyanntS l'Ft t 1 . - fE s.. 1 r r r 1 1 1 1 1 r I 1 r r � � Registered Professional Engineers&Land Surveyors (508) 255-6511 C®asta 11 Engineer ir®o Fax: (508) 255-6700 t •Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary •Consultants for Structural Analysis,Project Feasibility, Environmental• 260 Cranberry Highway ' •Land Surveying• Orleans, MA 02653 File No. : C13-323 ' EMERGENCY REMEDIAL RESPONSE INTERIM REPORT SUPPORTING DOCUMENTATION Barnstable , MA . : S93-0007 20 Newton Avenue ' (Hyannisport) The Boston Five Cents Savings Bank tMarch 1993 ' Prepared For. : p ' The Boston Five Cents Savings Bank Attn : Keith Nisbet 1669 ° Falmouth Road Centerville, MA 02632 Prepared By: ' Coastal Engineering Co. , Inc. 260 Cranberry Highway ' Orleans, MA 02653 Appendix A: Site Sketch Plan , ERM-1A (3/23/93) ' Appendix 6: Laboratory Analysis Appendix C: Certificate •of Recycling 1 Printed on recycled paper Registered Professional Engineers&Land Surveyors (508) 255-6511 Coastal EngineeringC9. Fax: (508) 255-6700 inc. •Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary ' •Consultants for Structural Analysis,Project Feasibility,Environmental• 260 Cranberry Highway •Land Surveying• Orleans, MA 02653 File No. : C13-323 March. 23 , 1993 Mr. Leonard Pinaud ' Emergency Response Section, BWSC Massachusetts Department of Environmental Protection Southeast Regional Office ' Lakeville Hospital Lakeville, MA 02347 ' RE: BARNSTABLE, MA -- S93-0007 20 Newton Avenue (Hyannisport) ' The Boston Five Cents Savings Bank Remedial Response - Interim Report ' Dear Mr. Pinaud: In accordance with the recommendations set forth in our filing ' dated February16 1993 and as authorized b the Department in Y p communications of February 25., 1.993, Coastal Engineering Co. , Inc. has completed additional remedial response actions at the subject ' property. These actions include the inspection of the passive vapor recovery system, sampling and analysis of monitor wells, well ' gauging and groundwater flow determination, and testing of ambient air - quality within the dwelling . Information related to these activities and . the Certificate of Recycling is attached as "Supporting Documentation" . ' On March 1 1993 Coastal Engineering Co. Inc. returned to the 9 9 site for a second round of well gauging and resampling of monitor ' wells MW-1 , MW-2 , and MW-3 . Groundwater flow determinations for , this period show a vector of S260E. The range of groundwater flow ' from. S260E to due south indicates that monitor well MW-2 would be most likely to show any contaminant. i,mpact (Appendix A) . :Monitor ' wells are downgradient and within 60 ' of the release site. Laboratory analysis for samples. taken on February 13 , 1993. and March 1 , 1993 shown that BTEX compounds tested as . Below Reporting ' Limit - BRL in all wells (Appendix B) . t . _ Printod on recycled paper - .. ' Mr. Leonard Pinaud Page 2 File No. : C13-323 ' Inspection of the interior of the dwelling showed that the passive vapor recovery system was fully completed with the basement floor poured and sealed. The system was vented to the roof with a turbine style cap. The bottom of the partition walls in the basement had been removed to help alleviate fuel vapors. A total of 17 . 5+ tons of contaminated soils generated . by the hand boring outside the front porch and constructed of the vapor recovery system was transported offsite to the Bardon - Trimount facility on March 4, 1993 (Appendix C) . On March 9 , 1993. all carpentry work was completed and the basement .area cleaned and aired. Ambient air quality was measured with the HNU GP101 10. 2 eV photoionization detector by Coastal Engineering ' as follows: Second Floor - ND* (0 to 10 ppm) First Floor - ND Basement - ND Vent Pipe - 7 ppm *ND = Non-Detectable Computations of fuel volume in excavated soils indicates approximately 50 gallons [ 17 . 5 tons ( 2000 lbs/ton) x 1 . 1% wt-wt/.8 ' lbs per. gal = 48..12 gal fuell of fuel oil were recovered. It is estimated that another 20-30 gallon , of fuel oil may have been absorbed in the speedi-dry, partition walls and concrete flooring ' removed. Any remaining. fuel oil in soils under the dwelling are, not susceptible to leaching by stormwater recharge. Based on these findings it appears -that no' adverse environmental ' impact is apparent at this time. Ambient air quality within the dwelling as measured on March 9 , 1993 does not show any significant threat to human health or safety. Therefore it is the opinion of ' Coastal Engineering that a "No Further Actions Decision" could be granted for the property with the contingency for quarterly monitoring of groundwater and ambient air quality. Testing conducted in the beginning of March would serve. as the ini tial ' quarter with subsequent testing scheduled for June, September and December of 1993. Quarterly filings would be made to the Massachusetts Department. of Environmental Protection on findings.- Mr. Leonard Pinaud Page 3 File No. :. C13-323 ' Should you have any questions regarding the project or need additional information , please contact me directly. I look forward to your reply. Very truly yours, 0 TAL ENGI ERING CO. , INC. idO. Bennett, P.G. , C.G.W. P. Hydrogeologist ' DCB lmm Enclosures: "Supporting Documentation - Interim Report. . . " ' (March 1993) cc: Keith -Nisbet, Boston -Five (c/o John Martens) Donna Z . Miorandi , Barnstable Health Department ' Lt. Eric Huebler, Barnstable Fire Department I ' � � 1 1 1 1 1 r 1 1 1 1 1 1 1 r 1 m 1 1 1 1 1 1 1 [I [I .�., TER �` �3 r i ,jJ Groundwater Analytical, Inc. �{ I( t.._ �_§ l 11- _--• 228 Main Street ANALYTEAL _ Buzzards Bay, MA 02532 �` `- % )�•'"' j � Telephone (508) 759-4441 `! 1 FAX (508) 759-4475 March 2, 1993 1 Mr. David C. Bennet t Coastal Engineering, Inc. 260 Cranberry Highway Orleans, MA 02653 Dear Dave: ' Enclosed are the Volatile Organic Analyses performed for the Boston 5 - 20 Newton project, number C13-323, sampled on 02-13-93.' This project was processed for Standard Two Week 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. Sincerely, VV4 i Jonathan R. Sanford Vice President JRS�cac Enc osures GROUNDWATER ANALYTICAL EPA. METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: MW-2 Lab ID: 4606-01 Project: Boston 5 - 20 Newton/C13-323 Batch ID: VHA-1152-W Client: Coastal Engineering Sampled: 02-13-93 Cont/Prsv: 40ml VOA Vial/HaHSO4 Cool Received: 02-13-93 Matrix: Aqueous Analyzed: 02-18-93 PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (u9/L) Dichlorod.ifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride BRL 1. Bromomethane BRL 5 Chloroethane BRL' 1, Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethene BRL 1 Trichloroethene BRL - 1 1 2-Dichlo ro ro ane BR P P L 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Oichl'oropropene BRL 1 lil,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chl:orobenzene BRL 1 Ethylbenzene BRL 1 M%pXylene * BRL 1 olene * - BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 .1,2-Dichlorobenzene' BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC. LIMITS Bromoch'loromethane ' 30 . 29 96 % 83 - 117 Fluorobenzene 30 30 101.% 87 113 % r BRL _ Below Reporting Limit. * -Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.FR. 136, Appendix A (1986). �" GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: MW-3 Lab ID: 4606-02 t Project: Boston 5 - 20 Mewton/C13-323 Batch ID: VHA-1152-W Client: Coastal Engineering Sampled: 02-13-93 Cont/Prsv: 40ml VOA Vial/NaHSO4 Cool. Received: 02-13-93 Matrix: Aqueous Analyzed: 02-18-93 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (u9/L) .Dichlorodifluoromethane BRL 5 Chloromethane BRL I Vinyl Chloride BRL 1 Bromomethane BRL 5 Chloroethane BRL I Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 .Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropene BRL 1 Bromodichloromethane BRL 1 2-Chlbroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL ' 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL '1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+pp-Xylene * BRL 1 o-xylene * BRL 11 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1.. 1,2-Dichlor.obenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEAS URED RECOVERY QC LIMITS Bromochloromethane 30 29 97 % 83 117 % Fluorobenzene 30 30 .101 87 113 % BRL =: Below, Reporting Limit. *. Non-target compound. Method :References: Method. 601 - .Purgeable Halocarbons and Method 602 Purgeable Aromatics,_40 C.F.R. 136, Appendix A4(1986)., t I, I DATE 3 v kk � t - C Z Z �O f m TIME � Z r C a C.A. y0 m a Z .WATER W, 3 m CL 3 SOIL_ x to f WASTECD p1 N0 .NUMBER - \S� L N I CY X 40mL VOA VIAL A CD m ro O m T 71 C I Dm r.N IL GLASS D I } � X� N C° D �w 500mL GLASS v` `TT, y 3• ❑ ❑ ��#33�3t 1,' m 07� �0Z a g o B.� 'T Q IL PLASTIC w �o w� rml*i CID �5 O n � N m SOOmI PLASTI v �_� Y tv�i1 D N ff. N EH�1D3R.vm X NeHSO.. �IU 3 o a m 1p $Q8 �mcgX'�1 CST HCI St 3 m (j CID n HNO� . fC C D ❑ ^ Z= m a X Z-xm ICE C = O z *Z v C Do 7° a Cm m (� a v _ z ,t r ? in 2 � � a a YES Z r co a 0o H c m € c OC NO U) r7n' M N S Q l7 6/ D O N m Z v O 3 " < - c �� V, O € v my m 3 v CD '^ a WD W SL m ❑❑ , c oz� W v n c) a �D O , S RCRA121E NPDES SDWA OPTIONS O 08260lfCL ❑624 0524.2 OLow Level Soil _�•' ~ w w n GMTBE OTBA p1 a �iJ a []8260lFull ❑EDB GTHF ❑ w Z List OTIC Search m ' m 0502.2 C MTBE❑ ` ^ m 30 N m `m 71 08020 .0602 OMTBE 0 08010 0801 C 08270 0625 CAcid Only , 31 .N.( CBIN Only 3 a O - CPAHs Only D LD. �, o m ❑TIC Search a Z - cOcpp O. n a 08100 0610 a m `< `� N m 08080 0608 0508 UP Bs Only O08011 0504 N X m 08150 13615 0SM509B a a O G515.1 m N 06 RCRA 013 08 SDWA Specity,For O m 017 App.I% Priority OLead Water ; C 023 TAL Pollutant OCopper Samples: m OTotal — c Olron OManganese '-Dissolved 0418.1(TPH-IR) N_ ? 1718015-Mod(GAO) C8100-Mod(ORO) 3 , UD3328-78•Mod Hydrocarbon Fingerprint 1100 C:::' 0 to TCLP UMotala❑VOA OSeml VOA❑Pesticides❑Horblcides E m OCorrosivlly ORoactivity UlgnllabNlty OPaini Filter x� �y z z _ C3 m 3 Q m v CD OnIGINAL — LA© YELLOW—CLIENT GROUNDWATER ANALYTICAL QUALITY ASSURANCE QA/QC Program Statement Groundwater Analytical conducts-an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the �uidance provided by Interim Guidelines and Specifications for Preparing uality Assurance Project Plans, US EPA QAMS-005/80 (1980) , and Test Methods for Evaluating Solid Waste, .US EPA SW-846, Third Edition (1986) . Quality Control protocols include Standard Operating Procedures (SOPs) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Equipment and facility maintenance conform to Good Laboratory Practices (GLPs) . Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one calibration standard, one method blank, one laboratory control sample, and one matrix spike/duplicate pair for each sample batch. All samples, standards, blanks, laboratory control samples and matrix spikes are spiked with internal standards and surrogate compounds. GC/MS systems are tuned to BFB ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one calibration standard, one method blank, one sample duplicate, one laboratory control sample, and one matrix spike/duplicate pair for each sample batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples which are analyzed together with the same method sequence and the same lots'. of reagents and with .the same manipulations common to each sample within the same time period or in continuous sequential time periods. Method Blanks are used to- assess the_ level of contamination present in the analytical system. Method Blanks consist of reagent water or purified soil . Method Blanks are taken through all the approppriate steps of an analytical method. Sample data reported is.not corrected for blank contamination. Laboratory Control Samples , are: used to assess the accuracy of the analytical method. A- Laboratory Control Sample consists of reagent water or purified soil spiked with a group of target compounds representative of the method analytes. Accuracy is defined as the .degree of agreement of a measured value with the true or expected. value. Percent Recoveries for the Laboratory Control Sample are calculated to assess accuracy. Surrogate Compounds are used , to assess the effectiveness of . the method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to organic. analytes_. of .interest in chemical behavior, but which are not normally .found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound: GROUN13 ATER ANALYTICAL QUALITY ASSURANCE Laboratory Control Sample Recovery ' Category: EPA Methods 601 and 602• Batch ID: VHA-1152-WL Matrix: Aqueous Units: ug/L Laboratory Control Sample SPIKE SPIKED PERCENT QC ANALYTf ADDED RESULT RECOVERY. LIMITS. 1,1 Dichloroethene 50 43 87 % 61-145 Benzene 50 53 107 % 76-127 Trichloroethene -50 49 97 % 71-120 Toluene 50 49 99 % 76-125 Chlorobenzene 50 48 96 % 75-130 1 All calculations performed prior to rounding. Quality Control Limits :are defined by the methodology, or,. alternatively based .upon the historical average recovery plus or minus three standard deviation units. GROUNDWATER ANALYTICAL QUALITY ASSURANCE Method Blank Category: EPA Methods 601 and 602 Batch ID: VHA-1152-WB1 Matrix: Aqueous PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (ug/L) ' Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride BRL 1 Bromomethane - BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 Methyl tertiaryy Butyl Ether * BRL 10 1,1-Dichloroethane BRL 1 r cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 ' Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+pp-Xylene * BRL 1 o-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 .1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND. SPIKED MEASURED RECOVERY QC LIMITS Bromochloromethane 30 30 102 % 83 _117 % `Fluorobenzene: . , 30 31. 102 % 87 113 % BRL Below Reporting Limit., * Non-target' compound. Method References: Method, 601 Purgeable A Halocarbons and Method 602 - Purgea6le Aromatics, 40 C.F:R 136,. Appendix A J1986). , GR ANALYT9CAL ' QUALITY ASSURANCE State Certification CONNECTICUT Certificate Number Department of Health Services PH-0586 Potable Water, Wastewater/Trade Waste, Sewage/Effluent, and Soil: Purgeable Halocarbons, Purgeable Aromatics, Pesticides, Phenols, Oil and Grease, Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium-T, Chromium-VI, Cobalt, Copper, Iron, Lead, Magnesium, Manganese, Mercury, Nickel, Potassium, Selenium, Silver, Sodium, Thallium, Tin, Vanadium, Zinc, Cyanide, TDS, Ammonia, TKN, Nitrate, Ortho-Phosphate, Alkalinity, Hardness, Chloride, Fluoride, pH, Conductivity MAINE Certificate Number Department of Human Services N/A Reciprocal certification in accordance with Massachusetts certification for drinking water parameters. MASSACHUSETTS Certificate Number Department of Environmental Protection MA103 Potable Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Thallium, Nitrate-N, Nitrite-N, Fluoride, Cyanide, Calcium, Total Alkalinity, Total Dissolved Solids, pH, Langelier Index, Trihalomethanes, Volatile Organic Compounds, 1,2-Dibromoethane, 1,2-Dibromo-3-chloropropane. Non-Potable .Water: Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium, Cobalt, Copper, Iron, Lead, Manganese, Mercury, Molybdenum, Nickel, Selenium, Silver, Strontium, Thallium, Titanium, Vanadium, Zinc, pH, Specific Conductivity,, Total Dissolved Solids, Total Hardness, Calcium, Magnesium, Sodium, Potassium, Total Alkalinity, Chloride, Fluoride, Ammonia-N, Nitrate-N, Kjeldahl-N, Orthophosphate, Total Cyanide, Oil and Grease, Total Phenolics, Volatile Halocarbons, Volatile Aromatics, Chlordane; Aldrin, Dieldrin, DDO, DDE, DDT, Heptachlor, Heptachlor Epoxide, Polychlorinated Biphenyls (Water), Polychlorinated Biphenyls (Oil). MICHIGAN Certificate Number Department of -Public Health N/A Drinking Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Cyanide, Fluoride, Lead, Mercury, Nickel, Nitrate, Nitrite; Selenium,. Silver, Sodium, Sulfate, Thallium, Total Trihalomethanes, Regulated and Unregulated Volatile Organic Chemicals. NEW HAMPSHIRE Certificate Number Department of Environmental Services 202791-A/B Drinking Water: Lead, Selenium, Silver, Thallium, Trihalomethanes, Volatile Organics, Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Mercury, Nickel, Fluoride, Total Filterable Residue, Calcium, Alkalinity, pH, Corrosivity, Total Cyanide, Vinyl Chloride, OBCP and EDB. Wastewater: `Arsenic, Beryllium, Cadmium, Cobalt, Copper, Iron, Mercury, Manganese, Nickel, Lead, Selenium, Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, pH, Total Hardness, Calcium, Sodium, Potassium, Total Alkalinity,. Chloride, Fluoride., Nitrate-N,-TKN, Orthophospates, Total Phenolics, Oil & Grease, PCBs in Oil, Pesticides, Volatile Organics, Titanium, Total Cyanide, PCBs in Water. r - R"oo E ISLAND Certificate Number Department. of Health A54 Potable. Water: Antimony,, Arsem c ; Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel . Selenium, Silver Thallium, Nitrate, Nitrite, Fluoride, Turbidity, Chlorine, Total Filterable Solids,: . Calcium, pH, Alkalinity, Sodium, Corrosivity, ,Sulfate, Cyanide; Trihalomethanes, Chlorinated Hydrocarbon Pesticides, PCBs, Herbicides, Volatile.Organic Compounds (EPA. 524.2 and 504) and..PAHs. Non-potable,and Waste Waters: Aluminum, Arsenic, Beryl la um, Cadmium, Cobalt, Chromium, .Copper, Iron, Mercury Manganese,,. Nickel, Lead, Selenium, Vanadium, Zinc, Antimony, Silver, Thallium, Molybdenum, Strontium, Titanium, pH, Conductance, TDS, Hardness, 'Calcium, Magnesium, `;Sodium, Potassium, Alkalinity, Chloride, fluoride, Sulfate, Ammonia,Nitrate, 'Orthophosphate, TKN, Total Phosphorous, Cyanide, Non-filterable solids,;0il and Grease, Total Phenolics, Chlorine, . PCBs in Water, PCBs in Oil, Chlorinated Hydrocarbon Pesticides, r' Volatile Halocarbons, Volatile.Aromat.ics, Acid Extractables and Base/Neutral ,Extractables. . GROUNDWATER' "` l Groundwater Analytical, Inc.' LYT§CAL Bu Main Street Buzzards Bay, MA 02532 J Telephone (508) 759-4441 FAX (508) 759-4475 March 16, 1993 1 - Mr. David C. Bennett Coastal Engineering, Inc. 260 Cranberry Highway Orleans, MA. 02653 Dear Dave: Enclosed are the Volatile Organic Analyses performed for the 20 Newton Ave-Boston 5, number C13-323, sampled on 03-01-93. This project was processed for Standard Two Week turnaround. A brief description of the Quality Assurance/Quality Control procedures employed by Groundwater Analytical , and a statement of our state 1 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. Sincerely, Jonathan R. Sanford Vine President JRNcac Enc osures ' GROUNDWATER ANALYTICAL ' EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: MW-1 Lab ID: 4693-01 Project: 20 Newton Ave-Boston 5/C13-323 - Batch ID: VHA-1163-W Client: Coastal Engineering Sampled: 03-01-93 Cont/Prsv: 40ml VOA Vial/NaHSO4 Cool Received: 03-02-93 Matrix: Aqueous Analyzed: 03-10-93 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 . Vinyl Chloride BRL 1 Bromomethane BRL 5 Chloroethane BRL 1 ' Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 ' Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3-D.ichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachlor.oethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+p-Xylene * BRL 1 o-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 . 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene. BRL 1 QC SURROGATE COMPOUND SPIKED : . `MEASURED RECOVERY:. QC LIMITS Bromochloromethane ` 30 31 102 %. 83 - 117 % i Fluorobenzene 30 31 104 Y. 87 113 % BRL = Below Reporting. Limit. * Non-target. compound. , Method References: Method 601 - Purgeable "� Halocarbons.and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendi-z A (1986). ' GROUNDWATER ANALYTICAL ' EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: MW-2 Lab ID: 4693-02 Project: 20 Newton Ave-Boston 5/C13-323 Batch ID: VHA-1163-W Client: Coastal Engineering Sampled: 03-01-93 Cont/Prsv: 40ml VOA Vial/NaHSO4 Cool . Received: 03-02-93 Matrix: Aqueous Analyzed: 03-10-93 PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (ug/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride BRL 1 Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2 Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 III Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 . 1,2-Dichloropropane BRL Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,4,2-Trichloroethane BRL 1 Tetrachloroethene BRL ` 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+ipp-Xylene * BRL 1 o-Xylene * BRL 1 Bromoform BRL 1 ' 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL i 1,4-Dichlorobenzene BRL 1 1,2-Dichloro.benzene BRL 1 C SURROG Q ATE COMPOUND. SPIKED MEASURED RECOVERY ,. QC ..LIMITS Bromochloromethane. 30 31 104 % 83 - 117 %, fluorobenzene 30 31 102 % 87 113 96 BRL = Below Reporting Limit. * .Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 6.02 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). ' GROUNDWATER ANALYTICAL ' EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: MW-3 Lab ID: 4693-03 Project: 20 Newton Ave-Boston 5/C13-323 Batch ID: VHA-1163-W Client: Coastal Engineering Sampled: 03-01-93 Cont/Prsv: 40ml VOA Vial/NaHSO4 Cool Received: 03-02-93 ' Matrix: Aqueous Analyzed: 03-10-93 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 1 Chloromethane BRL 1 Vinyl Chloride BRL I Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene .Chloride BRL I trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 ' 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1 3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1.. Tetrachloroethene BRL 1. Di.bromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+b-Xylene * BRL 1 o- ylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene _ BRL 1 1,4-Di.chlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED ` RECOVERY Q C `LIMITS - _ Bromochloromethane 30 32 105 % 83 -117 Fluorobenzene 30 31 102. % 87 -. 113 % BRL Below Reporting Limit.` * Non-target ';compound. Method References: Method 601 -' Purgeable Halocarbons and Method 602. - Purgeable Aromatics, 40 C.F.R.'136, Appendix A (1986). r z r DATE CO) S1a: - 3 0.. `_�. w 1 (\� _s .Z TIME 9.. z to 'WCD m .a' Z , y N mVQ ic m M. Mm v z o . X .WATER C m ,Z CL 3 SOIL N v 0 WASTE ` m .� -W . N T`k N NUMBER W N - X. l D atknL VOA VIAL n 2 .r�(1� r p_(C� D DO ro IL GLASS .. \v\_ Q' _ 1•Z,. x N w .,.' G a �j M. 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NO Z � CO CDM OC O � N � CT � g 1n � cm w zz o � M °~ U D r ° M8 m D a n N.D O 1 Q 7.121E NPDES SDWA OPTIONS - M I O `J` wv W 91 n 08260ITCL D624 0524.2 ❑Low Level Son w m N m o = ❑MTBE OTBA - CL En D 082601Full ❑EDB OTHF - ❑Cl n Z List OT1C Search I - rn ❑-�•� .� 80 1 0180 20 i •4601/602 0502.2 OMTBE ( _ m CD w (I) a O 08020 0602 ❑MTBE w Q N C 08010 0601 g D y (A 06270 D625 ❑Acid Only , w v n 0BIN Only 3 w w w• 0 OPAHa Only D ❑ r� GTIC Search - Z a acr a 08100 0610 m r • w ❑8080 0808 �J508 ❑PCBs Only ' ro �� 08011 0504 N M O 08150 0615 OSM509B 0 rD 0515.1 m m M m - 08 RCRA ❑13 �n8SDWA Specify For p m O17 App.IX Prior ❑Lead Water ic C B 023 TAL Pollutant ❑Copper Samples: ^S m , ElTatal — ❑Iron ❑Manganese ❑Dissolved n n. 0 171418.1(TPH-IR) tlb ,pmp„ ❑8o16-Mod(GPO) 1718100-Mod(DRO) 2 �• - F10332B-78-Mod Hydrocarbon Fingerprint n o m n TCLP DMolals❑VOA OSeml VOA❑Pesticides Cl Horblcldes N w v nCorroslvity❑Reactivity Dlgnllabllity OPalnl Filter $F Z = , c � Z 33 3 c 3 rn w 3 rr n ORIGINAL— LAB YELLOW— CLIENT GROUNDWATER ANALYTICAL. ' QUALITY ASSURANCE Laboratory Control Sample Recovery Category: EPA Methods 601 and 602 Batch ID: VHA-1163-WL Matrix: Aqueous Units: ug/L Laboratory Control Sample SPIKE SPIKED PERCENT QC ANALYTE ADDED RESULT RECOVERY LIMITS 1,1 Dichloroethene 50 43 86 % 61-145 Benzene 50 54 109 % 76-127 Trichloroethene 50. .'50 100 % 71-120 Toluene 50 51 102 % 76-125 ' Ghlorobenzene 50 49. 98 % 75-130 All calculations. performed prior to.rounding. Quality Control Limits are defined by the methodology,: or, alternatively based upon the'historical .average recovery. plus or minus three standard deviation units.. t L � GROUNDWATER . ANALYTICAL QUALITY ASSURANCE Method Blank ' Category: EPA Methods 601 and 602 Batch ID: VHA-1163-WB1 Matrix: Aqueous PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (u9/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride BRL 1 . ' Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL T 1,1-Dichloroethene BRL 1 ' Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 Methyl tertiaryy Butyl Ether * BRL 10 1,1-Dichloroethene BRL 1 ' cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether , BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 'l Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+pP-Xylene * BRL 1 o-xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethene BRL 1 ' 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Bromochloromethane .30 25, 84 % 83 `- .117 Fluorobenzene 30 30. 100 % 87 113 96 BRL Below Reporting Limit. * Non-target: compound. : ::Method . References: Method 601 -.• Purgeable ' Halocarbons. and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A.(1986). • ' GROUNDWATER ANALYTICAL ' QUALITY ASSURANCE State Certification ' CONNECTICUT Certificate Number Department of Health Services PH-0586 Potable Water, Wastewater/Trade Waste, Sewage/Effluent, and Soil: Purgeable Halocarbons, Purgeable ' Aromatics, Pesticides; Phenols, Oil and Grease, Aluminum, Antimony, Arsenic, Beryllium, Cadmium, Chromium-T. , Chromium-VI, Cobalt, Copper, Iron, Lead, Magnesium, Manganese, Mercury, Nickel, Potassium, Selenium, Silver, Sodium, Thallium, Tin, Vanadium, Zinc, Cyanide, TDS, Ammonia, TKN, Nitrate, Ortho-Phosphate, Alkalinity, Hardness, Chloride, Fluoride, pH, Conductivity ' MAINE Certificate Number Department of Human Services N/A Reciprocal certification in accordance with Massachusetts certification for drinking water parameters. MASSACHUSETTS Certificate Number Department of Environmental Protection MA103 Potable Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel , Selenium, Silver, Thallium, Nitrate-N, Nitrite-N, Fluoride, Cyanide, Calcium, Total Alkalinity, Total Dissolved Solids, pH, Langelier Index, Trihalomethanes, Volatile. Organic Compounds, 1,2-Dibromoethane, 1,2-Dibromo-3-chloropropane. Non-Potable Water: Aluminum, Antimony, Arsenic, Beryllium, Cadmium, ' Chromium, Cobalt, Copper, Iron, Lead, Manganese Mercury, Molybdenum, Nickel, Selenium, Silver, Strontium, Thallium, 'Titanium, Vanadium, Zinc, pH, Specific Conductivity, Total Dissolved Solids, Total Hardness, Calcium, Magnesium, Sodium, Potassium, Total Alkalinity, Chloride, Fluoride, Ammonia-N, Nitrate-N, Kjeldahl-N, Orthophosphate, Total Cyanide, Oil and Grease, Total Phenolics, Volatile Halocarbons, Volatile ' Aromatics, Chlordane, Aldrin, Dieldrin, DDD, DOE, 'DDT, Heptachlor, Heptachlor Epoxide, Polychlorinated Biphenyls (Water), Polychlorinated Biphenyls .(Oil). MICHIGAN Certificate Number Department of Public Health N/A Drinking Water: Antimony, Arsenic, Barium, Beryllium, Cadmium, Chromium, Copper, Cyanide, Fluoride, Lead, Mercury, Nickel, Nitrate, Nitrite, Selenium, Silver, Sodium, Sulfate, Thallium, Total Trihalomethanes, Regulated and Unregulated Volatile Organic Chemicals. NEW HAMPSHIRE Certificate Number Department of Environmental Services 202791-A/B ' Drinking. Water: Lead, Selenium,,; Silver, Thallium, Trihalomethanes, Volatile Organics, Antimony, Arsenic, ,Barium, Beryllium, Cadmium, Chromium, Copper; Mercury, Nickel, Fluoride, Total Filterable Residue, Calcium., Alkalinity, pH, Corrosivity, Total Cyanide, Vinyl Chloride, DBCP and EDB. Wastewater: Arsenic, Beryllium, Cadm um, .Cobalt, . Copper, Iron, Mercury, Manganese, Nickel, Lead, Selenium, Zinc, ' Antimony, Silver, Thal 1ium,.,Molybdenum, :Strontium, pH, Total Hardness, Calcium, Sodium, Potassium, Total Alkalinity, Chloride, Fluoride,. Nitrate-N, .TKN, Orthophospates, .Total Phenolics, Oil & Grease, PCBs in Oil, Pesticides, Volatile Organics, Titanium, Total Cyanide, PCBs in Water. II RHODE I&LAND Certificate Number Department of Health: A54 ' Potable Water: Antimony, Arsenic,_ Barium, Beryllium, Cadmi um, ,Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Thallium, Nitrate Nitrite, Fluoride, Turbidity, Chlorine, Total Filterable Solids, _Calcium, pH, Alkalinity, Sodium, Corr6sivity, .Sulfate, Cyanide, Trihalomethanes, Chlorinated Hydrocarbon. Pesticides, PCBs, Herbicides, Volatile Organic' Compounds (EPA 524.2 and 504) and PAHs. Non-potable and Waste Waters: _Aluminum, Arsenic, Beryllium, Cadmi.um„ Cobalt, Chromium, Copper, Iron, Mercury, Manganese, ;J Nickel, .Lead, Selenium, Vanadium Zinc., Antimony, Silver, Thallium, Molybdenum, Strontium, Titanium,. pH, Conductance; .TDS,,:, Hardness, Calcium, Magnesium, Sodium, Potassium, Alkalinity,, Chloride, Fluoride, Sulfate, Ammonia, Nitrate, Orthophosphate, TKN., Total Phosphorous, Cyanide, Non-filterable solids, Oil and Grease, Total Phenolics Chlorine, PCBs in Water, PCBs _in ..Oil, Chlorinated Hydrocarbon Pesticides,, Volatile Halocarbons, Volatile Aromatics, Acid Extractables and Base/Neutral Extractables. 1 1 I � 1 1 1 r 1 � q � 1 1 1 1 1 r,%eoow TRI/n(Jt1NI, INC - Svbs,d,ory ul - ' E.crcd Barden USA, Inc ' AMLIATES. March 3 , 1993 11—o,,nt Bitummous Ptod,(IsCompo,,y Mr . John Martens ' Inm,untlMernoLOnoI East Harwich Heating, Twm,nol 5�ttems, Inc. - 1621 Orleans Road TneC—yottC,mpony East Harwich, MA 02645 tyon Sand B Steno Co. ' S.meonaCorporotion rye : Soil , * Boston Five Cent Savings fSordGn Trimount _ 20" Newton Ave Enauonmontal Services Barnstable , MA 70 Blunchord Rood Dear Mr . Martens; P O Box 19 Burhngron ' tnossochusens The recyclable soil from the above address was received . algo30039 at our facility. on March 4 , 1993 . Attached are the shipper ' s log of soil receipts which total 17 . 44 tons 6 17 221 8400 along with bills of. lading . 017 721 8457 We will issue a "Certificate of Recycling'.' upon processing . , you for rec clin soil .at our Stoughton facility . Thank Y Y g . 9 Y Yours truly, ' �G l ✓V David M. Peter, Manager Environmental Services tBTEs/1400 0 -VON Ali Incident Response Location: 20 Newton Avenue, Hyannis Date: January 5, 1993 Underground fuel oil line for an above ground tank located in the garage to heat the dwelling leaked into the soils around the house as well as product in the basement of the house. Estimated to be 200+ gallons that were released. House is owned by Boston Five Cents Savings Bank through a foreclosure. However, there is a pending agreement on the house. East Harwich & Heating Service of Harwich was on site for the fuel oil tank line leak and repair as well as any burner work to be done. They stated - that they were licensed to do the cleanup. f` Donna Miorandi called DEP(946-2850) and spoke to Lenny Pinaud about the incident. Lenny indicated that East Harwich Heating was not licensed to do emergency response clean-up or transport. Lenny said that someone from DEP would be on site the following day (1/6/93) to observe the spill for themselves. In addition, there is also an unregistered 1000 gallon fuel oil tank that is underground and capped but has no visible vent for said tank and was dip- sticked by the Hyannis Fire Department showing that the tank has approximately 8 1/2 - 9 inches of product in the bottom of the tank. It is assumed to have been abandoned. The Health Department will be sending an order to remove the underground tank immediately due to. it's unknown age and lack of registration with the Health Department. I y I (508) 432.5274 FAX (508) 432-2217 Aye,11A ® - - Sam Ingram Real Estate 667 Route 6A,Box 1077 EAST HARWICH HEATING SERVICE INC. Dennis,Massachusetts 02638 SALES - SERVICE - INSTALLATIONS Business(508)385-3340,1-800-676-3340 Fax(508)385-6003 Residence(508)896-3508 Steve Duran JOHN W. MARTENS Pres. 1621 ORLEANS RD. (RTE. 39) LICENSE #19528 EAST HARWICH, MA 02645 Sales Associate Each Office Is Independently Owned And Operated ----------- PAR Real Estate System General Property Inquiry Help Parcel Id: 287 126- - Account No: 190741 Parent: Location: NEWTON AVE HYANNISPORT Neighborhood: 59AA Fire Dist: HY Devel Lot: 6 Lot Size: . 52 Acres Current Own: PLUNKETT, LINDA J State Class: 101 100 BLACK OAK RD No. Bldgs: 2 Area: 3372 Year Added: WESTON MA 2193 Deed Date: 000189 Reference: 6657/141 January Ist: PLUNKETT, LINDA J Deed MMDD: 0389 Deed Ref: 6657/141 Comments: Values: Land: 157200 Buildings: 236200 Extra Features: Road System: 22 Index: 751 (HYANNIS AVENUE ) Frntg: .146 Index: ) Frntg: Control Info: Last Auto Upd: 091292 Status: C Last TACS Update: 060890 Land Reviewed By: Date: 0000 Bldgs Reviewed By: Date: 000o Tax Title: Account: Taken: Account Status: Hold Status: Press XMT for more data Cancel Next screen PAR Action Owners Name Road Index Road Name 001 Parcel Number 287 127 Incident Response Location: 20 Newton Avenue, Hyannis Date: January 5, 1993 Underground fuel oil line for an above ground tank located in the garage to heat the dwelling leaked into the soils around the house as well as product in the basement of the house. Estimated to be 200+ gallons that were released. House is owned by Boston Five Cents Savings Bank through a foreclosure. However, there is a pending agreement on the house. East Harwich & Heating Service of Harwich was on site for the fuel oil tank line leak and repair as well as any burner work to be done. They stated that they were licensed to do the cleanup. Donna Miorandi called DEP(946-2850) and spoke to Lenny Pinaud about the incident. Lenny indicated that East Harwich Heating was not licensed to do emergency response clean-up or transport. Lenny said that someone from DEP would be on site the following day (1/6/93) to observe the spill for themselves. In addition, there is also an unregistered 1000 gallon fuel oil tank that is underground and capped but has no visible vent for said tank and was dip- sticked by the Hyannis Fire Department showing that the tank has approximately 8 1/2 - 9 inches of product in the bottom of the tank. It is assumed to have been abandoned. The Health Department will be sending an order to remove the underground tank immediately due to. it's unknown age and lack of registration with the Health Department. "" — �T I (508) 432.5274 FAX (508) 432.2217 p 021140 Sam Ingram Real Estate 667 Route 6A,Box 1077 EAST HARWICH HEATING SERVICE INC. Dennis,Massachusetts 02638 SALES - SERVICE - INSTALLATIONS Business(508)385-3340,1-800-676-3340, Fax(508)385-6003 Residence(508)896-3508 Steve DWan JOHN W. MARTENS Pres. 1621 ORLEANS RD. (RTE. 39) LICENSE #19528 EAST HARWICH, MA 02645 Sales Associate Each Office Is Independently Owned And Operated -- -- ' PAR Real Estate System - General Property Inquiry Help ' Parcel Id: 287 126- - Account No: 190741 Parent: Location: NEWTON AVE HYANNISPORT Neighborhood: 59AA Fire Dist: HY Devel Lot: 6 Lot Size: . 52 Acres Current Own: PLUNKETT, LINDA J State Class: 101 100 BLACK OAK RD . No. Bldgs: 2 Area: 3372 Year Added: WESTON MA 2193 Deed Bate: 030189 Reference: 6657/141 ' January 1st: PLUNKETT, LINDA J ' Deed MMDD: 0389 Deed Ref: 6657/141 Comments: ' Values: Land: 157200 Buildings: u ngs: 236200 Extra Features: Road System: 22 Index: 751 (HYANNI8 AVENUE ) Frntg: 146 Index: ( Control Info: Last Auto Upd: 091292 Status: C Last TACS Update: - >-0~' ` Frntg: Land Reviewed By: Date: 0000 Bldgs Reviewed B :we y Date: 0000 Tax Title: Account: Taken: � - - Account Status: Hold Status: Cancel Press XMT for more data C= Next screen PAR Action Owners Name Road Index Road Name Parcel Number 287 127 / v ` ' ' . ` | ' | ' | � ` . ' ' , ~ ` ' ` ` ' . . ' k � 00 � ) LOCATION SEWAGE PERMIT 40. ` 20 Newton St. , Hvannisport. MA 02647 83-10A VILLAGE I N S T A LIER'S NAME i ADDRESS A & B Cesspool Service 128 Ri ah cma Tarry ce Hya nn i n- MA w4m B U I L D E R OR OWNER Gregory Plunkett 20 Newton St. Hv nnisYort. MA 02647 DATE PERMIT ISSUED 0 A T E COMPLIANCE ISSUED 5/ 9/8 M . o o �7o i a\ 91 . w w LOCATION SEWAGE PERMIT NO. ,,2CTNewton St. , HyannisDort, MA 02649 9-1-10h VILLAGE V .57'7 INSTA LLER'S NAME & ADDRESS A & B Cesspool Service 128 3i sh o q Tamara Wa aZ�n ni cTM_A_._ ?A01 N U 1 L D E R'. QR OWNER Gregory. Plunkett 20 Newton+ St., .H=nisport MA 0 .()4� t BATE PERMIT ISSUED 0 A T E C0IMPLIANCE ISSUED 5/ 9/8 ', t. c�- 0 0 0 .� i� No----- ......... h THE COMMONWEALTH OF MASSACHUSETTS ,E®AR® OF HEALTH Town ....OF........Barnstable..... Appliration for DhipugFal Workii Tomitrurtion runfit Application is hereby made for a Permit,to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at: t 20 Newton Ave. , Hyannisport •--- --.. ..... _ A .. ----------------------•-•-------....------••--------._...---....._.......__...............----•- ocation-Address or Lot No. Gregory Plunket 20 Newton Ave;.,, Hyannis-port, MA 0264.7•_ ....--------............................................................... ...•. .....................-•--•- O}vner Address W A & B Cesspool Service 1? Bishops Terrace, Hyannis, MA 02601 Installer Address dType of Building Size Lot_--. ....._-_-..___.-.-.Sq. feet U Dwelling-No. of Bedrooms.............................................Expansion Attic ( ) Garbage Grinder ( ) a p,, Other—Type of Building ............................ No. of persons..................._........ Showers ( ) — Cafeteria ( ) CW Other fixtures -------------------------------- - •. . W Design Flow............................................gallons per,person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage.'Pit No..................... Diameter............--...... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results ` Performed by.......................................................................... Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .................................:........................................................................................................................... 0 Description of Soil.........Sand----------------------------------------------------------------------------------------------...................................................... W V ..............................................-•---•.................................••••--•--••--•-•-•-----•------------•--------•--------•••...-------------•••--•-•-----•-.........-•----••--------•- W -----• ---------------------.-----••---•----------------...._.....--•--•--•----•••-•••-•---••---•••----•--------------------•--------•-•--•--•-•-----------•------------------••-•---------•--..._..... U Nature of Repairs or Alterations—Answer hen applicable nstal7La ti on-----------f_ a_-1_,000__gal lon,___pre-cast, stone packed leach pit (overflowI and distribution box. -------------------------------------------------------------------------------------------------••-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIZ 5 of the State Sanitar Code— The uncle igned furfl: r agrees not to place the system in operation until a Certificate of Compli e s een Issued by the b r h. I..........................�/t. ......Y...VD3......... :... - Date Application Approved By........ •--••.. f�................••--•..--•--•-•......._...._..........................---.•. .............. 2/83 Date Application Disapproved for the ollowing reasons:---•--------------•-----------------------------•-----•---------------•------------........................... --------------------•-----•--------------....._..•...------------------------------...--------------...--•---•-•--•--•-•---------•-•------•-----•----•-•-------••--------------------------••--•-•-..-•- Date 3/ / 3 Permit 1V-o Issued-....................................................... Date No......g3:, d�... Fss.. 1Q.:.GO........ THE COMMONWEALTH OF MASSACHUSETTS BOARD 'OF HEALTH .......................... -own.......OF.........aarm..t .'010- ......----------------...............--------.----.. ApplirFatinat for 3liipno ai Workii Toutitratrtioat ramit Application is hereby made for a Permit to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at: --- 20 lies?ton z3e.. .. ytanr sportA..........0264-Z... ........................................•----------------•------------------------.............--- Location-Address or Lot No. ......................'��gory P7_ulJl:ett 20 Ne......................tn Ae.,_--??;�ann sPor+s__r7.A4 .02617.... -----------------------------•------....._._...__...--..._-----. ..-- Owner Address a A w F. Oesspool Service 128•1i sLo-ps Terr^ace, Hyannis. ?9A_._._02601---•• Installer Address. Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) '44 4 Other—T e of Building No. of persons____________________________ Showers — Cafeteria Q' Other fixtures -------------------------------- . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid*capacity............gallons Length................ Width................ Diameter------.......... Depth................ W Disposal Trench—No.____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. x > Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................... -............... Date....................................... aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.........:.......... Depth to ground water........................ Descriptionof Soil 5and-....---••....:.....................................•-••-----------------------•---------........................................................ W -----•-------------------------------------•----------------------------------------------•------------------------------------------•-------------------•------•----------••-------------------•------- UNature of Repairs or Alterations—Answer when appplicable- _n5+ 1_ :t -n _of_-a__l_,000__7al on1__rr.e-_cast. stone -pa.cI�ed leach pit__(overflow)and distribution box, Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T ITI 1Z 5 of the State Sanitary Code—The undersigned ful th�r agrees not o place the system in operation until a Certificate of Compliance s be n iss d by the boa -2-ie'ah. _._..:.. 3:1_- � 3......._ ApplicationApproved By-------• ---•--�= ..............................................-........_........_..__ ............... ..------ Date Application Disapproved for he llowing reasons:.......................................................•----------------------------------------------••-•------ ---------------------•------•-----------....----....----•----------•-•------------•-•----•••------------.......----•-------------------------------------------=-------------------------------•-------- Permit N& ........................................ Issued---•--•---------------3/ 2�83....Dau Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................... ...................m otim...........0 F................:O�:rn stable . ................................................ TuerfifirFate of ToutpliFaatre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired b A I "essal erv' ce.9...12< �".?,opt 'fie' ac �...�:J�, lns. i��+ �'x'Q ..................................... Installer at.......... 0 �.,'ewton U-11 ...vroa_- 'yaizia s c? L-9 ' •- ?<t,_7 -- has been installed in accordance with the provisions of TITLE r of The State Sanitary Code as described in the application for Disposal Works Construction Permit No�3.._�© ______________________ dated----------------3`---2f-$3............... THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONSTRUED AS A GUARANTEE THAT THE 1 xSYSTEM WILL FUNCTION SATISFACTORY. DATE............. 3l__2� ............................................. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �� .................... ..�� ...........OF...............s.arz ;a}�1a...-......_.._.--....-...-.....--.-......... No....._:3-1___ ... FEE.---.... ...1 j aCiO �in�ro��a1 �rkn �oat�#rttr#ioat erotic Permission is hereby granted..............A__`_ t� Cesspool...Service --_----•--------••-- ------------------ to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at No.------20- �eaa_ton--five L[,y is_po to_._Z ....Q2<i? ,ia at-- tuai k(_t Street _/ / 7/ as shown /thhelicat'on for Disposal Works Construction Permit No._.-... /...-__-_ D ed_.__-3i-.. �__�,.................... ----------------•---•.-- -------�'�... ---�---•--------------..._-----•-:......_.•.�/� Board of HealthDATE ................................................. FORM 1255 HOBBS & WARREN, INC., PUBLISHERS F. �0*THE TOWN OF BARNSTABLE ,BeeA��Ha9TAIIL&, i " OAM BUILDING INSPECTOR APPLICATION FOR PERMIT TO �✓ 1. a. ..... TYPE OF CONSTRUCTION ................. �..............��!t.,?.��..... .�...'�.►...'.�!.....K./'.`.'�!. . ........?.....................19,2 �TO THE,INSPECTOR OF BUILDINGS: The undersigned hereby applies;for a permit according to the` following information- Location ,...M'i- .9.f l�klrYLl. ProposedUse ... .� �i3�i +�.�cL. ......................... ............................................................ Zoning District ..... ..•. �...:................... ....:................Fire District ... . ........................................... Name of Owner ..1.... G�. ... .1%�? �. .�i. .l�. .....Address .. . ...... .�41 ............. ........ Name of. Builder ..�� ��� .. ..�:K.�f. l l�:.`�:.,�QdtAddress . . � .....�J. .... ..U...... X/..`..f...... Name of Architect LJOd? ,,,,,,,,,,,,,,, Address .... ............................... Number of Rooms .. l.. I :........ l/L.... l r- . � } Foundation 1?! :C�2 1 ::.................................. Exterior .... U�....... �.L: ............ `" (rl. .. . Ica t. G Roofing .......1i6!.F?°rr®... -�1 ?`f.................................... p y Floors ......1 x-1-.e4................................... ......Interior / l ......../. 2.. ..................... Heating `��.f'...G!1� :�. .fiz-............ ........:..........Plumbing ... ...6..1'�4.. ?........... G, P. ' . Fireplace ......... ...... L .,....'J4.� �� . ....Approximate Cost ............S ` •••. L .. .a....................... . .................... Definitive Plan Approved by Planning Board ------------------------------19 Diagram of Lot and Building with Dimensions SUBJECT TO APPROVAL OF BOARD OF HEALTH , I - N z # - - ---� .zI a � 0 � < Q ¢ . >~ o q zUjpcn� 0 Lu ` H— Q � -' Z (9 oe I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. S No 6 .2gw.. G- :�? ............. Ik - SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES fl MARK D WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD PROVIDE MIN. 20" DIAM WATERTIGHT U ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE: COVERS TO WITHIN 3" GRADE _ 2. MUNICIPAL WATER IS EXISTING Oak 24.0' FILTER FABRIC OVER STONEDTOP FOUND El 2% SLOPE, REQUIRED OVER SYSTEM 23.8' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �os�old st. MINIMUM .75' OF COVER OVER PRECAST w 4. DESIGN LOADING FOR CHAMBERS TO BE AASHO PRECAST H-10 BLOCKS OR H-M RISERS (TYP.) PRECAST RISERS 4 OSCH40 PVC O " MORTAR ALL H-10 2'0 COMFONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. ceps PIPES LEVEL 1ST 2' 4' 4' ENDS (TYP.) INV' 1 3' SIDES 19.63' ➢0000eo�eo�o . oe.000000 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE , *20.0 10" 1500 GAL H-10 14" °°°°°°°° - WITH 310 CMR 15.000 (TITLE 5.) MOy TEE SEPTIC TANK TEE =mp �ODC aaoo- -aooa °°°°°°°° ° c 19.82 19.57' oamo�al�aoMEE °o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Locus °°°°°o°o°o°0 6" MIN. SUMP p >°°°°°°°° ° GAS BAFFLE.:' °°°°°°°°°°°° °°°°°°°° ���00[]�0�0 ����0[]OI]0�0 '°°°°°°°° NOT TO BE USED FOR LOT LINE STAKING OR ANY a °°° 12" MIN. INT. DIM. N °o°o°o°o ���[���000[�C7 a�aa000000� ° ° ° ° o0000 � 0000r� o � 00000000 � ° ° ° ° OTHER PURPOSE. n 18.90' 18.73' °°°°°°°° - °0 16.63 a �� Nantucket 4' LIQ. LEVEL (ACME OR EQUAL) °°°°°°°° a 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o° Sound °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o` H-20 DBOX ° ° ° ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o H-20 500 GAL.. LEACHING CHAMBER? BY ACME PRECAST OR EQUAL. 9. COMPONENTS NOT TO BE BACKFILLED OR ,1,o„o_°_°_ 0 0 0 0 ° _°_o.o 0 3/4"-1-1/2" DOUBLE WASHED STONE 4^ MIN. (3) UNITS. REQUIRED ALL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12:83' + HEALTH AND PERMISSION OBTAINED FROM BOARD COMPACTION. (15.221 [2]) OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ( 2 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP FOUNDATION- 9' SEPTIC TANK 67' D' BOX 12' LEACHING N05' BOTTOM ER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NO NOT TO SCALE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL GROUNDWATER EXPECTED AT 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ELEVATION 4t SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 287 PARCEL 126 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PROPOSED LEACHING FACILITY. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 12. EXISTING CESSPOOLS (3) SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. NOTE: MOST SOUTHERLY CP IS APPROX. LOCATION 21.95 VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE J / IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR g BY HEALTH INSPECTOR t'-'x 21.60 v PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED 1.01 SYSTEM DESIGN. BY THE BOARD OF HEALTH REVISED DURING A PUBLIC Q 1.74 - 1 HEARING HELD ON AUG. 4, 2009 19.5 O 2 17 0.58 cRi E GARBAGE DISPOSER IS NOT ALLOWED V 3) FAILED SYSTEMS ONLY : SOIL ABSORPTION SYSTEM x L'l.61 INSTALLATIONS PROPOSED MORE THAN THREE FEET BELOW 27 DESIGN FLOW: 4 BEDROOMS ® 110 GPD 440 GPD= USE A 440 GPD DESIGN FLOW GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) �/ 3.14 AND WITH H-20 LOADING, BUT IN .NO CASE SHALL THE SAS Jl1 76 ��� 17 69 BE LOCATED MORE THAN SIX FEET BELOW GRADE. 21.87 x 22.59 SEPTIC TANK: 440 GPD (2) = 880 EXIST. CESSPOOLS (3) - INVERT OUT EL11� . m _.:._ m_ SEE NOTE 12. _T ���.,_ -�, -. _ _�.- _. ..�...._. _ .. _ ,,. _ _ SE..�,n_15n0 GAL..,SEPTIC TAN-K_ i ' ! x 78 70' 20.0` 23,873 t SF TEST HOLE LOGS �' 0 22 0 3 6 LEACHING: ARNE H. OJALA PE, SE 22.05 x 2 x 22.8 � SIDES: 2 (33.5 + 12.83) 2 (.74) = 137 GPD ENGINEER: SLEEVE SEWERLINE FOR 10' ? DON DESMARAIS, IRS EITHER SIDE OF CROSSING 7 ' 4 EXIST. DWELL. BOTTOM 33.5 x 12.83 (.74) = 318 GPD WITNESS: WITH WATERLINE cG' TOP FNDN. _ AUGUST 4, 2011 2 . 2� �^ 23.3 EL. 24.0' EXIST. SEPTIC SYSTEM PER INSPECTION TOTAL: 614 S.F. 455 GPD DATE: CAUTION: GASLINE IN P REPORT D. 8/19/11 GARAGE PERC. RATE _ < 2 MIN/INCH AREA OF PROP. WORK 2 C 2 .43 4 USE (3) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL UAL CLASS, I O SOILS p# 13359 2.93 4 ° WITH 4' STONE ALL AROUND C 0 23. S �-23.4 56 � � O LP . � 3. t PAw D 3.4 RISE x 3 6 Z�lx .79_ MA 1 GARAGE ELEV. ELEV. APPROVED DATE BOARD OF HEALTH 8 BENCH MARK - CORNER OF 0" 22.5' 0" 22.5' 23.37 �0• CONC. GARAGE SLAB EL. = 23.9' o A A x2180 TITLE 5 SITE PLAN LS LS x 2 .9 o TH 2 10YR 4/2 10YR 4/2 ( 3.80 x �TH 1N / x 17.88 OF 1019logo 2 w B �� �_,_„ � �� 20 NEWTON AVENUE B x 24.12 '�. ^ x ,2.03 HYANNISPORT LS LS t. ^ \ 2 M PL / / a 10YR 6/6 10YR 6/6 30" 20.0 30 20.0 _1 / PREPARED FOR x 7. 23.86 �'� P`,�-; BORTOLOTTI CONSTRUCTION/ x 72 - x 11.22 POLAK 2. 0 PERC PROP. VE T WITH CHARCOAL FILTER AUGUST 4, 2011 AND BUGSCREEN (FINAL PLACEMENT BY x 1 .69 REV. 10/19/1 1 (SHOW 2ND SYSTEM & ADD'L CPS) MS MS CONTRACTOR WITH HOMEOWNER 62 REV. 10/25/11 (LABEL GARAGE) CONSULTATION) 22- 2.5Y 6/6 2.5Y 6/6 x 11.21 "0 ` IN OF Mqs� off 508-362-4541 DANIRLA. ti� fax 508-362-9880 DANIEI. ti� � OJALA P downca e.com CIVIL - 0 0J'LA No.46502 down cope engineering inc. No.40980 � � � 120" 12.5' 120" 12.5' t� \a�¢ � ` � civil engineers () . v land Surveyors NO GROUNDWATER ENCOUNTERED Scale: 1 = 20 l ���; it ( ) ��----�! 939 Main Street Rte 6A - 168 0 10 20 30 40 5o FEET DATE DANIEL A. OJALA, P. P.L. YARMOUTHPORT MA 02675 I i I ... ..w<...>....M.W►�W1iMr ....__..--�.rr.w,.xiiYM:r.- �: . ..,_..y...�,,,. __..,_.,... ..«.., .. -«:...:a.� .........,u.,u_..... { WELD'-- 6,A( �G,i Nc,, � � Y� 1 y j. Low— * : rj 1' ' VVE LL i.)T wF t.OvIt- V me rn ? ,�V1W- 2 Z.L.,, i4 1'L:*�t� j Z •h� j Sul � �e�,r� -- - � ' j ,,•t w rL i q. g N 1-1.4 5► ` �.a ! s)E rs ' M1W - 'Z ; I°?. 9L � 17• I i L, -75 S2bE El P-L ! � srALF-', ; ODD` I ti{ 9ijE t ASSUMED RE6100At... , i ""."-t— g7pUNDWA'T7�-fL. ` t �lOw �Q=vGrL 5 AKFA M `OtL I/ .� f _ tv AREA # �,, i i -- � cour•,Mrnrp,rev C��,C�JEJiVWaT#'-�. i - rL'L•rq r , _ ff "4 �,]p,!J� ;^} I�',,4,,f�° "; PuOJ fC;T NO Tf— C- Ln " 0r •c L�..1.r.,,�_ i~c.�1+ i�/ __ }^�.N•'',^•� 'CALIF () w/Cor -riNju uL t>= FA.-kVk.)1'N K AD c tL t k=VE��C, MA . DATE r 9 ;NfET TITLE RCS PIrA`, � }-� �"-!Shy. ,1.1 r ,, tic 'w.J..�(, ;i?A.) � }( ! j j Mi LIAA -'I I wr,.S OAAWN V EM .- ��. D ?"� 1, a �T .. "�- CI �Y_r DRAWING rd0 PAC CA / . - }��G ac.•�LE. CIVIL - STRUCtURAi EN`L,1R0NM.LNIAL ! 20 Cranbw y Highway Oritieans, MA 02653 i (508) 255-6511 IL3