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HomeMy WebLinkAboutMiscellaneous - 1175 TURNPIKE STREET 4/30/2018 (3)Lot & Street ' \ 4 Map/Parcel CONS'T'RUCTION APPROVAL Has plan review fee been paid- NO Permit Plan Approval: Date: Approved by: Designer: Plan Date: Conditions: Water Supply. Town ____. Well. - Well Permit: -_Driller: Well Tests: Chemical Date Approved _- Bacteria I Date Approved Bacteria U Date -Approved - Plumbing.Sign-Off. Wiring Sign -Off - Comments: -- Form "U" Approval Date Issued Conditions: Approval to- Issue: YES By: - rmat Approvai: All Permits Paid? Well Construction Approval? Septic System Construction Approval? Certification? Other Any Variance Needed? FINAL BOARD OF HEALTH APPROVAL: DATE: APPROVED BY: NO YES NO YES NO YES NO YES NO YES �.r-4 Lot & Street ' \ 4 Map/Parcel CONS'T'RUCTION APPROVAL Has plan review fee been paid- NO Permit Plan Approval: Date: Approved by: Designer: Plan Date: Conditions: Water Supply. Town ____. Well. - Well Permit: -_Driller: Well Tests: Chemical Date Approved _- Bacteria I Date Approved Bacteria U Date -Approved - Plumbing.Sign-Off. Wiring Sign -Off - Comments: -- Form "U" Approval Date Issued Conditions: Approval to- Issue: YES By: - rmat Approvai: All Permits Paid? Well Construction Approval? Septic System Construction Approval? Certification? Other Any Variance Needed? FINAL BOARD OF HEALTH APPROVAL: DATE: APPROVED BY: NO YES NO YES NO YES NO YES NO YES NO YES NO SEPTIC SYSTEM INSTALLATION Is the installer licensed? YES NO Type of Construction: SEW REPAIR New Construction- -.-Certified Plot Plan Review YES NO -Floor Plan Review YES NO _ _— Conditions of Approval from Form U YES NO _Issuance of DWC permit.- - YES NO _.DWC Permit Paid? -- YES NO . ---DWC-_Permit # - - Installer- - Begih-Inspection:_ v� _ YES NO ---- Excavation Inspection: -Needed: — Passed: By: --Construction Inspection: - Needed: As_BuiltPlan Satisfactory: YES- -- Approval of Backfill: Date: By: ---Final Grading Approval: Date: By: Final Construction Approval: Date: By: Certificate of Compliance: Approval: Date: CLEAN SGIL ENVIRONMENTAL L T D June 1, 2005 _ F RE�CEI VED Mr. Mark Rees, Town Manager JUN 0 3 2005 Town of North Andover TowN OF NTH ANDOVER 120 Main Street HEALTH DEPARTMENT North Andover, MA 01845 978-688-9510 (W) 978-688-95.56 (FAX) RE: Notification of Amendment to a Notice of Activity and .Use Limitation �75 Turnpike Street North Andover, MA DEP RTN 3-3337 - CSE Project # 95004 . Dear Mr. Rees: .;; TheAttachedAocutnentation provides notification of the'recording'of ari'Arriendment to a Notice of Activity and Use Limitation (AUL) at the,Essex'County:.North Registry of Deeds. The notification" .:of the AUL has been. Prepared pursuant to the requirements of the Massachusetts Contingency. Plan f (MCP - 310 CMR 40:1403). . Please feel free to contact me with any questions or comments.- Thank you. Respectfully, CLEAN SOIL ENVIRONMENTAL, LTD. William H. Mit ell, Jr., LSP President Enclosure: Amendment to a Notice of AUL cc: Board of Health/Health Dept., Town of North Andover Zoning Official/Building Dept., Town of North Andover Building Code Enforcement Official/Building Dept., Town of North Andover Charles Carrell, Trustee, BC Realty Trust DEPBWSC/Northeast Regional Office, Data Entry Group Oil & Hazardous Waste Assessment & Cleanup Professionals POST OFFICE BOX 591. IPSWICH. MA 01938 VOIco: 978.356.1177 Fax: 978.35(.1849F -mail: in1'o0',cle.u1Soils.com Well site: 1111101\\!w \�.Clnnsolls.colll :: 9516 : �: •: ,, AMENDMENT AND RATIFICATION OF NOTICE OF ACTIVITY AND USE LIMITATION (for amending and ratifying a Notice of Activity and Use Limitation reoorded on or before October 29, 1999) WITNESSETH: This Amendment and Ratification of Notice of Activity and Use Limitation ("Amendment and Ratification") is made as of this 18th day of May, 2003, by Mr. Charles Carrell and Dorothy J. Carrell, Trustees, BC ct; Realty Trust, 14 Gates Road, Middleton, MA, together with his/herrtshheir successors and assigns (collectively "Owner".). " WITNESSETH: WHEREAS, Owner is the owner in The simple of a certain, panel `of• land located in North Andover, Essex County, Nortb, District, Massachusetts ("Property"), pursuant to a deed recorded with ft Essen R egi' of Deeds, North District'ml Book 2087, Page 249; WHEREAS, tfia Property comprises a drspcsat Arte; or of a dt l part. sposa site; as the resort of a release of oil f and/or,.bazardous materia! ("lite LTisposal Site") . Responst'achoris have `beer selected 'for ffie Disposal Site m. n acconclanc�e�ivlth M G:L 2IE ("Chapter 21E") and the Massachusetts Contingency Flan.31:8 CMR40 6000 ("the Sand response actions are based (a)rte res of 1MINI access W and cxsntact 1r878IdplLS IIlaiLr181 in Sol) andt* $KrirrKlwateT, a Wor (b irict�on contact -,with oil and/or c of cxctal through, ever or under :the Property ora portion thereof , Tlie ` t of Environ n acxivitles occurring ill, on, led th0 Dispow Tracking metttai Protechon'has Site a$ Release Num .3 333; WHEREAS, on May 28, 1997, Mr. Charles Cart+ell Trustee of BC Realty Trust filed a Notice ofr8ty and Use I:unrtatlon withh the -Essex' County Registry of De1,56V M5 -� acts I�iorth District = in "1iook' 4762, Page ' 9 -. c ttnposrng ar aCthvityand use limitation on: a .portion of the' 'Property ('ybe' OrIgina! AUL") The :portyorle P . affected bytthe Origuoat _-AUCand this Amendment°and RahfiCan �L is hereinafter referred to as ` Area" The AUL describes acgvrtres and uses that are;permittod vvithiir the AULArea, and defines obilgatica$hd eondtt ons ihai,mustbeMmatlrta►ned within :lhe AiIL Area,�11W AUL also describes uses and activitiesvvt if ` caaieci out whthin'tlhe AUL Aire, could -result in Srgnlf ant Risk to health, safety, Public -welfare or the environt tt ,. due to potential expo's'ure to residual contamirratron s»� t/1 sC.7N _y WHEREAS, the following; amendments to ihC Original AUL are'rteceasaryto en Disposal Site.,' Significant Risk is miaultained `at Ste`suite that a cxtdltion of No WHEREAS the basil of the Original AUL and this'Ameetdnhent and Ratification :is'an Activity and Use C Lmutaiion Opinion prepared by a Licensed Site Professional and'attached to the Original AUL.,... J NOW, THEREFORE, Owner hereby amends the Original AUL as follows .� 4� AULOpinion ..1 The basis of the Original AUL, as anserlded herein, is an Activity and Use Limitation Opinion ("AUL Opinion"), prepared by a Licensed Site Professional and attached hereto as Exhibit C. Said AUL Opinion replaces and supers edes any AUL Opinion contained or referenced in the Original AUL. Site Activities and Uses - The folkrw descriptions of Pennitted Activities and Uses, Activities and Uses Inconsistent with the AUL Opinion, and Obligations and Conditions replace and supercede those contained in the Original AUL. I • Permitted Activities and User. A condition of No Significant Risk to health, safety, Public welfare or the environment exists for any foreseeable period of time so long as any of the following activities and uses occur within the AUL Area: Page 1 of 3 i) Activities and.uses including, but not limited to, vehicular parking. pedestrian and vehicular traffic which do not compromise the structural integrity of the pavement and/or petroleum contaminated soil and groundwater beneath the pavement; ii) Small c nwU through the bituminous pavement are allowed as long the soil and groundwater beneath the pavement is not accessible or allows for direct connect with soil and groundwater; iii) Excavation associated with emergency or short tern (30 days or less) underground utility and/or construction work, provided it is conducted in accordance with a Soil and Groundwatom Managenient Plan and a Health and Safety Plan in accordance with Obligations 3(i) and 3(n) of this Notice; iv) Activities and uses which are not identified by this Notice as being inoonsistent with. nmintaining a;conditron of No Significant Risk; and Activities and uses not' expressly prohibited by this. notice of AUL; and . r v) Such other activities and uses which, in the Opinion of an LSP; shallptesernt no greater *of harm to health, safety, public wolfare, or the environtrterrt than thetivities and uses set forth in ` this pamgmoh. _ . Achvrties and Uses Inconaiste t with the A iY tMin .The following activities and uses! if ttapletnonted wtihus the AUL Area, may result to a SignipcantRfik'of,hattn twhealth,,safety; public welEeire or the environment: i) Construction of building over the AUL'Area which is not:liikely since this>area is Resource Areae (i.e.; River Front) according to31b'CMR 10.00 i Activities and/or useswhich are,'likeiy to involve the romnoval and/or drstcnrbanoe of pa to file AUL Aiea atnd/ar the` dtsUirbance'of the petroleiriti`containinated soil and tmundw s>3er l orated Immediately. beneadt a paavemem wtth D6t prior developriient of a Soil and firatmdwater s , Matiageii ea[ Pian and a :Health end Safety P]An tri ace:ordance with Obligatia (i) and (lip of ih ; Notice; 4 iii) Relocatoa of file etmleu,contamrnyd' andgrou beneat>t the pa 8 soil the A(ii. Area unless ndwatet from ve . n LSP renders an unuon states Op which that succi relocation is consistent with maintaining a Condition of No_S*dficant Risk; and a F iv) Activities and/or uses,. which may cause physical or chemical deterioration;-bteakagey or, significant structural damage,to the pavement., 3.;ow end Conde. The following obligations andlor;condrtrls lomuni be Maintained witbin the AUL Ates in orde='to maintain a condition of No Significant Risk: D A Soil and Groundwater Mani genmt Platz must be prepared by an LSP and'imiplemented pdor to the conaQnencenient of any. activity that is IRcely4b'disturb:thepetroloum contaazinated soil located tinniiediately beneath the, pavement. Ile Soil and Groundwater Management Plan must be -prep in accordance the guidelines discussed in the Aas UI Opinion attached'hei to,: EzFiibii C; A Health and,Safety Plan must be prepared and implemented in accordance with the guidelines " discussed. in the AUL Opinion attached he as Exhibit C prior to the commencement of any activity which involves the removal and/or disturbance of the pavement and/or is likely to disturb the underlying petroleum contaminated soil and groundwater within the AUL Area;. iii) The pavement within the AUL Area must be repaired and/or replaced with a comparable barrier to prevent future exposures to underlying petroleum contaminated soil and groundwater immediately following the completion of any activity which involves its removal and/or disturbance; iv) The pavement must be maintained within the designated AUL area to ensure that the petroleum contaminated soil and groundwater located beneath the pavement remains humessible; and v) Semi-annual inspections and associated record.keeping activities must be performed to confirm that the pavement is being properly maintained to prevent exposure(s) to petroleum contaminated soil located immediately beneath the pavement. Page 2 of 3 Except as expressly amended herein, the Original AUL is hereby ratified and cwfirmed. Owner authorises and COnwnts to the recordaon and/or registration of this Amendment, which shall be deemed to be effective as of the date the Origiael AUL was recorded and/or registered. WITNESS the execution hereof under sal this '.A )d— day of .2005. ThenPe1Y the above-named <Z� e�►"� �a,it .before rice, Publa Comr�otttMtaNht ,Notal C_o`�.21, 'tit'ti4ib/wtyat���Ees My Cainrni Ti10.,Undws' i6d WasUe $1CC .Cieaaup :i 1 ° 1 ii ` A•r,8�'81iECII in.: COOSISteltt' as:Exhibrt B], and`=�y .a yS l bI? rnalntaiWA C� kt i.: xfV1 1 ! a'c se COMMONWEAL Essex County, ss , 2003 " Then Persorn$tly appeared the above-named k, iI&M N b idkIW acknowledged instrument to be [his] f her] free set and deed foregoing ANN M. WgK'1, f Notary Publi .M*hPublic My Commission Expires:f�=h of � srA got Upon recording, rum to: Mr. Charles Carrell and Dorothy J. Caf ell, Trustees BC Realty Tfust,14 Gabes Road, Middleton, MA 01949-1925 (Name and Address of Owner) Page 3 of 3 B.. 9516 PG 6 MTIFICATION OF NOTICE OF ACTIVITY AND USE LIMITATION (for ratifying a Notice of Activity and Use Limitation recorded on or before October 29, 1999) U ��'This Ratification of Notice of Activity and Use Limitation ("Ratification") is made as of this le day of --tAAY 2005, by Mr. Charles Carrell and Dorothy Cam % Thugs, BC Realty Trust„ 14 Gates Road, Middleton, MA, together with his/herlitshheir successors and assigns (collectively "Owner"). WITNESSETH: WHEREAS, Owner_ is the owner in fee shnple of a certain parcel of land located in North Andover, Essen a County, North District; Massachusdts ("Property"), pmunkut to a deed.recorded with the Essex CountyRegistry of Z Deeds, North District in Book 2087; Page 249; N WHEREAS,, ftWertycomprrises a,disposal.site, or part of a.disposal site, as the result of aekase,ofoil - and/or hazaremis.material.(<`�the Disposal .Site': _Response actions have been selected for the :,Disposal Sibs to accordance mith M G.U:°.u21E;;("Ghapter 21 E") and the Massachusetts Contingeency Pian, 310..CMR •40.0000 ("the MCP").. Said response actions :srer based.,upcm (a) the restriction of human access to and raartact=with oil andlor hazardous ,.rnaierrat tens soil . and/or. ;groundwater, .:and/or. (b) the restriction ;of certain, activities occurring -in; on,4 through;:dr�cr:,orau der the Property br°a portion.thcreof. The Department of Savironmentai Protection has°;i fled the' Disposal,,Site as,Release Tracking Number; 3=3337; M , �,,. ,WHEREAS,,on iMay-18",1.997,.Mr. Charlc& CatmA Trustee of BCRealty Tnrst filed a-Notic a of Activity land Ust:`Lunita tion with the Essex CouAty:RtF&try of Deeds North Disfict trt_Book 4762, Page ISII 459 -Imposing , activIq and -rose ininita-on.a•portion ofthe Property ("the Origural,-AUL7). The portion of the Prnperty,af%cteds by flee; AUL isuhereinafter refeired M.as "the AUL Area „The `AUL,describes activities and uses that. am:perrnrtts d .wetiev►°the'AUL?Ateaand=definesobligations and conditions that must -be -maintained wethm,the_AUL Area %0 4 ,f . r, ^. o , : AUL.,also.descrlbes eisesandractivities ,vrhich,;:if..carr ed:out Vithin-the>AUL Area,4c ould result°in-Significant RAO.w: k r healih safety public --welfare cr-the environment duo to potential exposure::to-residual comarninateon , ;QM ; ;WHEREAS;,ratificateon and con finmation.of:.the Original. AU:L by the owner es necessary to -ensure; a Q' condition of No Significant Risk is rnainireed taat the Disposal Site.. NOW ..THERE .ORE,,this Ratification. is given to correct.the-following errer(s) made-ipa.the Original The:, AULwwvas not s' all of the who owned the a at the time the rG Otigirial;. rgned .by persons property (?rigid ;rG. AUL was recorded; -Owner-hereby ratifies; and confrms.the Original AUL:together, with the additional infor►nation,provided herein: Ownor;arthorites:aiid°consents to the recordation of this Ratification;. which shall be deemed to be effectirie..- as of the date the Original AUL' was recorded andior registered. WITNESS the ex n hereof under seal this Q_ day of 2005. _j �Iz it )(AAk".44-, �,a*jza Mr. CharlesCin11, Trustee Dorothy OF&IL Trustee OD Essex County, ss COMMONWEALTH OF MASSACHUSETTS 1 _I_2L 2005 Then personally appeared the above-named C&r&_e%X0 Cc and acknowledged the foregoing instrument to be his and her free act and deed before PAUL NICG`LINTOC Notary Public: Notwy PubNo My Commission Expires: Page 1 of 2 OMM11 s lOI d July 21, 2011 This Ratification of Notice of Activity and Use Limiietion was prepared with the a9sbts= of the undersigned waste site cleanup Professional. - - - illiam H. MiEche LSP 4 ;SACHUSETTS 2005 Page 2 of2 Li 9516 PG Massachwwft Depwbmid of EnWmnnwnW Protwdon BVM111A affm of wSde S" CIMUP ACnVM a USE LM MATION (AUL) OPINION FORM Release Tracidng Number lfn� I Pursuant ID 310 CMR 40JOW & 40-1070 - 40-1094 (SubPwt J) E- L DISPOSAL NTE LarAMM. 1. Disposal Site Name: SC Reatty Tnist SU)MAMrses: 1175 Tumpke Road and:C do not need to be cxMleted. "'n-4, 4,b,' Provide ft I 40.1083(3).. 40.1089(IXd). ow ;P0pWwnfors Greet bfEnwkwwwnft1R Ifteds pum=ntt*3%CMR-4(L1071..., Rds -claGrant t*,Evwbvnu@rMRldric*wi�Pumtwd,10310CMR 40.1 w0s,02 -*fEnvkonvw*nWRsbkkftmpursuant t6310'.CMR 40:IOMIX6)i:7', tor.a ConfInvisloryAnt hft WW Ufa Limbellork- pursuant 1) 310 CM 40.1085(4). (Unless odw,wim, noted above, ON *actions of this form (SM101 13A) mud be completely tiled out, printed, stamped, signed with black Ink and atbritrdiwan*xMbktodes AUL .00CUMUltrfbbonmrftdand kw relp"red aft the Noift" of ftwft endkw Land PAOshOw Of *A& 90:0111MU0N: is the addresa of to pn)pedy =* *d to AM Most from the disposed oft address rusted above? iff a. No 0 tL Yes 9 yes, Vm M out address secibn Wow. CWravwn: — 4. ZIP Code: Revised: 06127/2003 Pop 1 of 2 BK 9516 PG Massachuseft Department of Environmental Protection BWSC113A Bureau of Waste Site Cleanup ACTIVITY & USE UfMITATiON (AUL) OPINION FORM Release Traddrhg Number E] - lit Pursuant to 310 CMR 40.1056 & 40.1070 - 40.1084 (Subpart J) 337 D. LSP SIGNATURE AND STAMP' I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this sutnrdttal. in my professional opinion and judgment basest upon application (i) the standard of cars in 309 CMR 4.02(1), (0) the applicable provisionsof 309 CMR4.02(2) and (3),,and 309 CMR4.03(2), and iii) the provisions of 309 CMR 4:03(3), to the best of my knowledge, InformeMon and belief. ii SactioA`S IoirlMefes tfis/'arJYoHaae ofAcdvfty& d the LknNatlon is being registered andlor,rrcon?laai; the:AWvityend Use m L' iniifetiorh trial as the.subject athis submittal (I) is being provided In acmndance.wlth the appt1C9ble pa+cAri$10, of:M G.L. a 21E . . a-. - nd, 31 O,CMR.40.0000.and (ii) :complies with 310 CMR 40.1074; . _ � :=s, ,• �'Sdclion B rrrdicate"s-Yhet=en Evs/rratlon of CAar�es la Und ibes/ltcdvitlsa andlor alba Qot�tltons dlrr-a Response �» Ou isrdo Sraseeverttis'beirg subinittad this evaluation was developed inaccordance with'the'sppticabie provisions of M.G.L. c. i 21Eznd-:310 CMR:404000 and (ii)complies with 310 CMR 40.1080; k: �S rs M , . ,rf Saaci!idti`B ardkates °thhea' art ArirandedNa�fpe ofAc6vP[y fruf Wa LA*dwloet or/Int rtd►ttNt`t io t Grant of Erivi►o0inrtoatttaE r :; :', `. ResbakLfoia'is bsirtg:'regfsten3a:anr�larreconderi, the Activity and Use LirriiEstlon �Esat:is tt�e ati6ject i�f;tti submittal {i} isbeing t provided in�accbrdertce'.with'.thWspoicabla provisions of M G L c 21 E;and 310 CMR 40=00 and (if) corWiea ft, h PMRbtbtnsbnf;tQrarilofsErwHotr►ter►ht/,Rssfrlctlon„is'Derhg`registered°eJidldridcnildsdttBACtivityetnd llse:Limitetion:that:: the.subjeet of, this;subaiittal fi) being. pro4aded in accoMarros wath.the applkebie piovfaionssof M G L c 21E and 310 CMR ;i 0:0000 and (H) complies with 310,CMR 4Q::1083 L ._+f_,Secfipn 8 iradfcates theta Grant of andor:reoorded, ttta Activity and'Usa Lir itatidwtthat ls:thesub)ect of`this submittal (i):is being provided in as ordence with the appUcabl®provisions of M.G.L m 21E r ` and 3t 0 CMR 40 0000 and `complies with 310 CMR 401071, H r' + : fill . a ' { , >• Seclrrsr, B fn�icebas'tYaat, eatory Ally`enei tJs« tfmtbda+► ia:beMg'segisferhdrenafor'recce+ted:°fie Achviy and Use ' Limitatkxrthat,isth subjectofthissubmitlaF{i)`isbeingprovided-ln.accorderica d11h1he-appiicablepr6visicnsofM.G.L. 21E . Y: iind:310:CMR.40.0000 and (ii) complies with 310.CMR 40..1.085(4) + ;:+ t:, f .r 'i am-avvar0'that significant penalties may result, including, but not limited -t6, poasibie:lines and imprisonment. tf t submit fntormation which l know to be false. Inaccurate or materially inGornalate. _ 1. LSP #: + William H. =Mitchell;-,lr. 2.� FirstTName.... 3. Last Name: <. Telephone: (976) 356-1177 5. Exr 12 FAx (976) 356-1849 LSP Stamp: 8. Date: mnsFddlyyyy Revised: OW712003 Page 2 of 2 BK 9516 PG 10 EXHIBIT C (Two Pages) AUL Qqblou Match 1, 2005 Notice of Activity and Use Limitation for a PoElfoo of a Property 1175 Turnpft Street, North Andover, MA 01845 DEP RTN 3.803337 Response actions have been completed for the Disposal Site in accordance with M.G.L. c21E ("Chapter 21E") and the Massachusetts Contingency Pian, 314 CMR 40.0000 ("MCP"). Response actions have included (a) Disposal Site investigation to determine the extent of petroleum contamination (i.e., extent in soil, groundwater, surface water, and sediment) associated with an overfill of one 10,000 fuelldiesel.fad oil underground storage tank (UST) or UST#4 (See Response Action Outcome, , ... . for further informationy, and .(b), -Method -3- Risk ,;Chmacterbmtion to determine expo pathwWs, °poh4,znd,,,- .. . chemicals of potential concern #(the Disposal Site (See Risk Characterization for further inf motion).. Exhbtt Plan) and,tire-Pian�of isaind,(itegittr d ia-Essex:C,otwty-North Registry of DeedsJL=d RegWiatim Office on,:;Plm l'3046)r `F.i_ - shows thea portioe -of the'rVinlymispow. Site°ilea subject to this Activity and. Use Limitation (AUL), hereinafter refs ed to as the AUL Ai The invtiori :detected °residual.; petroleiuri cotttaatinated :soil, ina contamted groundwater; stat' fight non s9ueoas .phase liquid`(LNAPL '•-:of fiseFfiliesel <fnel,'rn'1 less then 1/2 inch Iocated. around the four USTs. Ne vc�}telass; ;this cisn atniriation i�etnaitts:cgntrolled (i.e. ntoventent:islimited).with minimum impact, if any; to the closely:adjecent streaa>r Y: b = 4. �,::, The;Risk tiotrzicadicates..8iat.3}iere is gotentW fbr`atfiltration-ofpeproleuttt vapors from the AUL=A 'oo :future , herestritcted=over:t4te-AUL;Arein a.,the foieseeable;; futile .Pr+eVattiitg thein6i;of a pY' } i .. ...: vapors intopiity Rdatie,buildingse�ad'overthe AUL Area -,is essiostialtornaintam-a`oonditiioa`.of"No.Signific nt Risk'' at ^ k .:fhis •pottiort of elle property <Alsa;y�► worla r (i:e ; working et the AUt1 Area b -a g for a pet ad greater than:30 . s + ~days) courtbeat° risk t ue.;,:vta uihalattowof the petroleum vapors) at ,tire CAUL Ai+ea:. TberefoftY the Notice of AUL tegtm to:pmventlrestriet exposure tom: paRantial petroleum :vapors-associsted,with the'AUL^Area: r .;x_, .Since filing tits Class, 8-2=RespangeAction ,0itbootne Stabe�nent (RAO) .the USTs were.refltoved; which :took pYee;in August .: 0f 2001,- .lt rs CSE's ;tmdc Awoiiig tine co ne' was conducting this work under a Health; Safety. and Soil-Managemem Plsn ai as iquir ed by the:.otyginAlii: ,,On A 71; 200 i CSE was cit-site:to .ob ervc a poc#iaat of the:UST: r+esnoval process: ¢:CSE .... , abseeved the petmle un=cattatnimatcd pca° stone(i.ey back -fill around' fiberglass USTs)>takeet afro ibbve ,and-ator�stde :the Y recently removed USTs> bang fasnaged:irt: bane stockpile.. CSE instrnxted the c tacrtaor= to plane the petroleum ontartitinabed pea:stone along the bottom of thi UST, gtave aHar the USTs have:bced rertiov4 and:iheri to fill,the-rranamdea`of.ttie.UST_ grave with clean fill to ground surface. _ . F •During:the initial investigation and prior;to filing the RAO; LNAPL less thsh.W..' was observed in tltonitoiittgxwells:MVY3=dt _ __. _..MW4. Figiuie`T in Ayipendiii`B of the`RAO shows the former locations of monitoring'Wells'MW3"and NiW4,' whWalso happen .to be i}fere- UST'#4,wm, ocated.. 'On August 22; 2001; GSE requested that rile cott<tactor IitY UST #4 so titefCSE could observe the condition. of the, groundwater in this vicinity of the disposal site. Although CSE diel not observe LNAPL:on top of the watertable beneath :UST#4, CSE did observe a petroleum sheen in this location. Shortly after this observation an ignition source (Le:; press= washer) ignited petroleum vapors that had accumulated in the excavation causing a `flash' (i.e., vapors caught on fire). The Sash started a fire which burned UST #1, a former gasoline UST located at the disposal site. The North Andover Fire Departnmd (NAFD) responded t0 anis fire. The NAFD watched the fine and allowed the fiberglass UST#1 to bum making sure the other USTs did not also catch fire. Once the fire was under control the NAFD dowsed the remaining fire with some water. A shat while later the contractor removed the remaining portions of the UST and backfilled the excavation at the disposal site. Therefore, the petroleum-cmttamiaated soil or pea stone that was once located above and along the sidewall areas of the removed USTs was placed on the bottom of the former UST grave at a depth of approximately b — 8 feet below the ground surface. Clean fill was then used to fill the remaining space within the UST grave all the way up to the ground surface in the AUL Area However, CSE was unable to observe backfilling of the UST grave, therefore, we have conservatively assumed that petroleinn-contamination still remains doectly beneath the bituminous pavement as if the USTs stiff exist in the AUL Area. The foilowing descriptions of Permitted Activities and Uses, Activities and Uses Inconsistent with the AUL Opinion, and Obligations and Conditions replace and supercede those contained in the Original AUL. Page 1 of 2 K 9516 PG 1. Permitted Activities and Uses. A condition of No Significant Risk to health. safety, public welfare or the environment exists for any foreseeable period of time so long as any of the following activities and uses occur within the AUL Area: i) Activities and uses including, but not limited to, vehicular parking, pedestrian and vehicular traffic which do not compromise the structmal integrity of the pavement and/or petroleum contaminated soil and groundwater located beneath the pavement; ii) Small cracks through the bituminous pavement are allowed as long the soil and groundwater beneath the pavement is not accessible or allows for direct contract with soil and groundwater; iii) Excavation associated with emergency or short term (30 days or less) underground utility and/or construction work, provided it is conducted in accordance with a Soil and Groundwater Managmnent Plan -and a Health and Safety Plan in accordance with Obligations (i) and (it) ofthis Notice; -... jav)=Wctivities-,and uses which are not identified by this Notice as being inconsistent with maintaining a >> condition:ofNo Sigthificant Risk; and Activities and uses not expressly prohibited by this notice of ALL; and vYSuch other adivities. and uses which, in the Opinion of an iSP shall present no greater risk of herrn to . health,. shfety-public welfare, or the environment than the activities and uses setforth in this paragraph 6d. c2 jk inconsistent with the AUL Opinion. The .following activities and uses,. if implemer►ted . rwithin4he`AUL-Ama, may result in a Significant Risk of harm to healtk safety : public welfare or the environment: . ,...r�. :Construction°of buildings over the AUL Area:which is not: likely since this areais Resotarce Area (Le., River Front) according to 310 CMR 10.00;;:: { Activities and/or uses which are likely toinvoivd the: removal :and/or disturbance:oflhe pavement in ,>the?AUL' Area and/or the disturbance of the oetr�oleum contaminated -soil: and. growuhvatar looted berresth tile,°pavement without prior developTnem oft Soil .and Groundwater Matsagetneat Plan and a :.Health and Safety Plan in accordance with Obligations (i) and-(iipof this Notice; _ . z , , x ehu) :Retocation offihe petrokuim'contaminated soil and groundwater from beneath,the.-pavement in the ;, kbil; t „r.: �::. 1r... AU1sirArea unless an LSP renders an Opinion which:states thatasuch relocation is consistent with r maintaining a condition of No Significant Risk; and sv =Activities and/or uses that cause seal or chemical deterioration} bre or ficant )--maY, physical , Wd . struct ual damage to the pavement. r i mi3.n MlintioTwand.:Conditions. The following obligations and/or:conditious must be.maintained within the AUL Area in order to maintain a condition of No Signittant Risk. i) ,, g. A Soil :and •Groundwater 1Vlanagenhent Plan must be prepared by an LSP andimplemented prior to the _ _ . commencement of any activity that is likeiy,to disturb the petrolcum•contaminated soil located �--Ammediatelysbeneath the pavemem The Soil and Groundwater Management Plan must be prepared in accordance the guidelines discussed in the AUL opinion; f ii) A Health and Safety Plan must be prepared and implemented in accordance with the guidelines discussed' in :the AUL Opinion prior to the commencement of anyy activity which involves the removal k and/or disturbance of the pavement and/or is likely to disturb the underlying petroleum contaminated soil and groundwater within the AUL Area;. W) The pavement within the AUL Area must be repaired and/or replaced with a comparable busier to prevent future exposures to underlying petroleum contaminated soil and groundwater immediately j following the completions of any activity which involves its removal an(For disturbance; iv) The pavement must be maintained within the designated AUL area to ensure that the petroleum contaminated soil and groundwater located beneath the pavement remains inaccessible; and v) Semi-annual inspections and associated record-keeping activities must be performed to confirm that the pavement is being properly maintained to -prevent exposure(s) to petroleum contaminated soil/groundwater located immediately beneath the pavement. Page 2 of 2 11 CLEANSGIkSENVIRONMENTAL L May 27, 1997 Robert Halpin, Town Manager. Town of North Andover 120 Main North Andover, MA 01845 508-688-9500 (W) 508-688-9556 (FAX) Sandra Starr, Health Agent . Town of North Andover 120 Main North Andover, MA 01845 508-688-9500 (W) 508-688-9542 (FAX) RE: Release Notification and Response Action Outcome 1175 Turnpike Street North Andover, MA DEP RTN 3-3337 CSE Project # 95004 Dear Mr. Halpin and Ms. Starr: COO p�1, The Massachusetts Contingency Plan or the MCP (310 CMR 40.0000) requires that people conducting response actions (Mr. Charles Carrell, Trustee, BC Realty Trust) notify you of a reportable release of oil and the results of the Response Action Outcome (RAO), as outlined in Subpart N of the MCP. The diesel fuel oil release at the above-mentioned property is believed to be related to an overfill/overspill of one 10,000 gallon fiberglass Underground Storage. Tank (UST), which has been used for storing #2 fuel oil and/or diesel fuel. An unknown quantity of diesel fuel oil was released, which impacted soil and groundwater at the above mentioned location. Clean Soils Environmental, Ltd. and Foster Wheeler recently completed the assessment of the release and determined that a cleanup was unnecessary. The RAO Statement is on file at the Northeast Regional Office of the Department of Environmental Protection (DEP), Woburn, MA. A permanent solution was achieved by reaching an RAO Class B-2. If you are interested in reviewing the RAO statement, please call Mrs. Holly Migliacci of DEP at 617-932-7608 and set up a file review appointment. Respectfully, CLEAN SOILS ENVIRONMENTAL, LTD. William H. Mitchell, Jr., LSP `~ President cc: Mr. Charles Carrell, Trustee, BC Realty Trust DEPBWSC/Northeast Regional Office, Data Entry Group Daniel Baileyy, III, Esquire, Rackemann; Sawyer & Brewster Uil & Hazardous Waste Cleanup Professionals P.O. BOX 591, IPSWICH, MA 01938 Voice: 508.356.1177 Fax: 508.356.1849 CLEAN SGIL ENVIRONMENTAL LTD May 27, 1997 Coyly, y Robert Halpin, Town Manager 'Town of North Andover 120 Main Street North Andover, MA 01845 508-688-9500 (W) 508-688-9556 (FAX) RE: Notification of Activity and Use Limitation & Response Action Outcome 1175 Turnpike Street North Andover, MA DEP RTN 3-3337 CSE Project # 95004 Dear Mr. Halpin: The attached documentation provides notification of the recording of an Activity and Use Limitation (AUL) at the Essex County North Registry of Deeds. The notification of the AUL has been prepared pursuant to the requirements of the Massachusetts Contingency Plan (MCP - 310 CMR 40.1403).. In addition, a Class B-2 Response Action Outcome (RAO) Statement has been filed with the Department of Environmental Protection (DEP), Northeast Regional Office, Woburn, MA. If you are interested in reviewing the AUL and RAO statement in more detail, please call Mrs. Holly Migliacci of the Northeast Regional Office of the DEP at 617-932-7608 to set up a file review appointment. Respectfully, CLEAN SOIL .ENVIRONMEENTAL, LTD. William H. Mitchell, Jr., LSP President Enclosure: Notice of AULs cc: IBoard of Health,Town of North Andover i Zoning Official, Town of North Andover Building Code Enforcement Official, Town of North Andover Charles Carrell, Trustee, BC Realty Trust Daniel Bailey, III, Esquire, Rackemann, Sawyer & Brewster DEP/BWSC/Northeast Regional Office, Data Entry Group Oil & Hazardous Waste Cleanup Professionals P.O. BOX 591, IPSWICH, MA 01938 Voice: 508.356.1177 Fax: 509.356.1849 CLEAN SGIL ENVIRONMENTAL 1_1 May 28, 1997 Essex North County Registry of Deeds 381 Common Street Lawrence, MA 01840 508-683-2745 RE: Recording of a Notice of Activity and Use Limitation for Commercial Property BC Realty Trust 1175 Turnpike Road North Andover, MA DEP RTN 3-3337 CSE Project # 95004 To.Whom It May Concern: Enclosed please find the following to be recorded with the Essex North Registry of Deeds: • Activity & Use Limitation Opinion Form BWSC-114 (2 pages) • Notice of Activity and Use Limitation Form 1075 with Exhibits A, B, C (8 pages). We will need a certified copy of the above to demonstrate to the Department of Environmental Protection that the above was submitted to be recorded with the Essex North Registry of Deeds. If you have any questions, please do not hesitate to call. Respectfully, CLEAN SOILS ENVIRONMENTAL, LTD. William H. Mitchell, Jr., LSP President Oil & Hazardous Waste Cleanup Prof' ssionals P.O. BOX 591, IPSWICH, MAO] 939 Voice: 509.356.1177 Fax: 509.356.1849 Massachusetts Department of Environmental Protection BWSC-114 Bureau of Waste Site Cleanup Release Tracking Number ACTIVITY & USE LIMITATION (AUL) OPINION FORM Pursuant to 310 CMR 40.1070 - 40.1084 (Subpart J) F ' 13337 COMPLETE THIS FORM AND ATTACH AS AN EXHIBIT TO THE AUL DOCUMENT TO BE RECORDED AND/OR REGISTERED WITH THE REGISTRY OF DEEDS AND/OR LAND REGISTRATION OFFICE. A. LOCATION OF DISPOSAL SITE AND PROPERTY SUBJECT TO AUL: Disposal Site Name: Commercial Property Street: 1175 Turnpike Road CityfTown: North Andover Address of property subject to AUL, If different than above. Street: City/Town: LocalionAid: dear Boston Ski Hill ZIP Code: 01845 ~ W t11 ZIP Code: (� B. THIS FORM IS BEING USED TO: (check one) a Provide the LSP Opinion for a Notice of Activity and Use Limitation, pursuant to 310 CMR 40.1074 (complete all sections of this form). Provide the LSP Opinion for an Amended Notice of Activity and Use Limitation, pursuant to 310 CMR 40.1081(4) (complete all sections of this form). GProvide the LSP Opinion for a Termination of a Notice of Activity and Use Limitation, pursuant to 310 CMR 40.1083(3) (complete all sections of this form). Provide the LSP Opinion for a Grant of Environmental Restriction, pursuant to 310 CMR 40.1071, (complete all sections of this form). Provide the LSP Opinion for an Amendment of Environmental Restriction, pursuant to 310 CMR 40.1081(3) (complete all sections of this form). Provide the LSP Opinion for a Release of Environmental Restriction, pursuant to 310 CMR 40.1083(2) (complete all sections of this form). C. LSP OPINION: I attest under the pains and penalties of perjury that 1 have personally examined and am familiar with this submittal, Including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of (i) the standard of care in 309 CMR 4.02(1), (ii) the applicable provisions of 309 CMR 4.02(2) and (3), and (ili) the provisions of 309 CMR 4.03(5), to the best of my knowledge, information and belief, > if Section 8 Indicates that a Notice of Activity and Use Limitation Is being registered and/or recorded, the Activity and Use Limitation that Is the subject of this submittal (I) is being provided In accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1074(1)(b); > If Section 8 Indicates that an Amended Notice of Activity and Use Limitation Is being registered and/or recorded, the Activity and Use Limitation that is the subject of this submittal (i) is being provided in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1080(1) and 40.1081(1); > If Section 8 Indicates that a Termination of a Notice of Acftvlfy and Use Limitation is being registered and/or recorded, the Activity and Use Limitation that is the subject of this submittal (i) is being provided in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1083(3)(a); > if Section 8 Indicates that a Grant of Environmental Restriction is being registered and/or recorded, the Activity and Use Limitation that Is the subject of this submittal (i) Is being provided In accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1071(1)(b); > If Section 8 Indicates that an Amendment to a Grant of Environmental Restriction Is being registered and/or recorded, the Activity and Use Limitation that Is the subject of this submittal (i) is being provided in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1080(1) and 40.1081(1); > If Section B Indicates that a Release of Grant of Environmental Restriction is being registered and/or recorded, the Activity and Use Limitation that is the subject of this submittal (i) is being provided in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (ii) complies with 310 CMR 40.1083(3)(a). I am aware that significant penalties may result, Including, but not limited to, possible fines and Imprisonment, if I submit information which I know to be false, inaccurate or materially incomplete. Check here If the Response Action(s) on which this opinion Is based, it any, are (were) subject to any order(s), permit(s) and/or approval(s) issued by DEP or EPA. if the box is checked, you MUST attach a statement identifying the applicable provisions thereof. SECTION C IS CONTINUED ON THE NEXT PAGE. Revised 518195 Do Not Alter This Fo �V Page 1 of 2 vJ�'1l i a rrn ". �1;�c11co) C I c-. of n 50 1 s Er1 v� ✓ ori rv1C:n tet.. I Revised 516195 DO Not Alter This Form Pagel oI 2 0, UPON RECORDING, RETURN TO: William H. Mitchell, Jr., LSP Clean Soils Environmental, Ltd., Post Office Box 591, 33 Estes Street, Ipswich, MA 01938 508-356-1177 0 Form 107.5 NOTICE OF ACTIVITY AND USE LIMITATION M.G.L. c. 21E, §6 and 310 CM12 40.0000 Disposal Site Name: BC Realty Trust DEP Release Tracking #: 3-3337 This Notice of Activity and Use Limitation ("Notice") is made as of this 28 day of May, 1997, by Charles Carrell, Trustee, BC Realty Trust, 1175 Turnpike Road, North Andover, Massachusetts, together with its successors and assigns (collectively "Owner"). WITNESSETH: WHEREAS, BC Realty Trust, of North Andover, Essex County, Massachusetts is the owner in fee simple of that certain parcel of land located in North Andover, Essex County, Massachusetts, with the buildings and improvements thereon ('Property"); WHEREAS, only a portion of the Property ('Portion of the Property") is subject to this Notice of Activity and Use Limitation. The Portion of the Property is more particularly bounded and described in Exhibit A, attached hereto and made a part hereof. The Portion of the Property is shown on a plan recorded and/or registered in Essex County North Registry of Deeds/Land Registration Office on Plan # 13046; WHEREAS, the Portion of the Property comprises part of a disposal site as the result of a release of oil and/or hazardous material. Exhibit B is a sketch plan showing the relationship of the Portion of the Property subject to this Notice of Activity and Use Limitation to the boundaries of said disposal site (to the extent such boundaries have been established). Exhibit B is attached hereto and made a part hereof; and WHEREAS, one or more response actions have been selected ifor the Disposal Site in accordance With M.G.L. c.21E ("Chapter 21E") and the Massachusetts .Contingency Plan, 310 CMR 40.0000 ("MCP"). Said response actions are based upon (a) the restriction of human access to and contact with oil and/or hazardous material in soil and/or groundwater and/or (b) the restriction of certain activities occurring in, on, through, over or under the Portion of the Property. The basis for such restrictions is set forth in an Activity and Use Limitation Opinion ("AUL Opinion"), dated May 28, 1997, (which is attached hereto as Exhibit C and made a part hereof); Form 1075, Notice of Activity and Use Limitation, 1175 Turnpike Street, North Andover, MA 01845 DEP RTN 34)03337 Page 1 of 4 !O? NOW, THEREFORE, notice is hereby given that the activity and use limitations set forth in said AUL Opinion are as follows: 1. Permitted Activities and Uses Set Forth in the AUL Opinion. The AUL Opinion provides that a condition of No Significant Risk to health, safety, public welfare or the environment exists for any foreseeable period of time (pursuant to 310 CMR 40.0000) so long as any of the following activities and uses occur on the Portion of the Property: (i) Any and all activities and uses not expressly prohibited under Paragraph 2, below; and (ii) Such other activities and uses which, in the Opinion of an Licensed Site Professional (LSP), shall present no greater risk of harm to health, safety, public welfare, or the environment than the activities and uses set forth in this paragraph. 2. Activities and Uses Inconsistent with the AUL Opinion. Activities and uses which are inconsistent with the objectives of this Notice of Activity and Use Linutation, and which, if implemented at the Portion of the Property, may result in a significant risk of harm to health, safety, public welfare or the environment or in a substantial hazard, are as follows: (i) Construction work which (a) involves soil disturbance, excavation or removal and (b) may result in worker exposure for more than thirty days, shall be conducted in accordance with an appropriate Health and Safety Plan designed to protection potentially exposed persons from long term (i.e., greater than thirty days) exposure to volatile organic compound vapors; and (ii) New building constriction without an LSP approved vapor barrier or sub -slab depressurization system installed beneath the new building. 3. Obligations and Conditions Set Forth in the AUL Opinion►. If applicable, obligations and/or conditions to be undertaken and/or maintained at the Portion of the Property to maintain a condition of No Significant Risk as set forth in the AUL Opinion shall include the following: (i) Construction work which (a) involves soil disturbance, excavation or removal and (b) may result in worker exposure for more than thirty days shall be conducted in accordance with an appropriate Health and Safety Plan designed to protection potentially exposed persons from long term (i.e., greater than thirty days) exposure to volatile organic compound vapors; and (ii) If petroleum contaminated soil, Ebel oil (i.e., free product), and/or petroleum contaminated groundwater is removed from the environment of the AUL Area it must be managed according to procedures in 3 10 CMR 40.0000; and (iii) Any new building construction must include an LSP approved vapor barrier or sub -slab depressurization system installed beneath the building. Form 1075, Notice of Activity and Use Limitation, 1175 Turnpike Street, North Andover, MA 01845 DEP RTN 3-003337 Page 2 of 4 0 4. Proposed Changes in Activities and Uses. Any proposed changes in activities and uses at the Portion of the Property which may result in higher levels of exposure to oil mid/or hazardous material than currently exist shall be evaluated by an LSP who shall render an Opinion, in accordance with 310 CMR 40.1080 \ et seq., as to whether the proposed changes will present a significant risk of harm to health, safety, public welfare or the environment. Any and all requirements set forth in the Opinion to meet the objective of this Notice shall be satisfied before any such activity or use is commenced. 5. Violation of a Response Action Outcome. The activities, uses and/or exposures upon which this Notice is based shall not change at any time to cause a significant risk of harm to health, safety, public welfare, or the environment or to create substantial hazards due to exposure to oil and/or hazardous material without the prior evaluation by an LSP in accordance with 310 CMR 40.1080 et seq., and without additional response actions, if necessary, to achieve or maintain a condition of No Significant Risk or to eliminate substantial hazards. If the activities, uses, and/or exposures upon which this Notice is based change without the prior evaluation and additional response actions determined to be necessary by an LSP in accordance with 310 CMR 40.1080 et seq., the owner or operator of the Portion of the Property subject to this Notice at the time that the activities, uses and/or exposures change, shall comply with the requirements set forth in 310 CMR 40.0020, Form 1075, Notice of Activity and Use Limitation, 1175 Turnpike Street, North Andover, MA 01845 DEP RTN 3-003337 Page 3 of 4 6. Incorporation Into Deeds, Mortgages, Leases, and Instruments of Transfer. This Notice shall be incorporated either in full or by reference into all deeds, easements, mortgages, leases, licenses, occupancy agreements or any other instrument of transfer, whereby an interest in and/or a right to use the Portion of the Property or a portion thereof is conveyed. Owner hereby authorizes and consents to the filing and recordation and/or registration of this Notice, said Notice to become effective when executed under seal by the undersigned LSP, and recorded and/or registered with the appropriate Registry(ies) of Deeds and/or Land Registration Office(s). WITNESS the execution hereof under seal this day of19 cJ%. aa'A(11�1 AAj BC katy-Ttust Charles Carrell,Trustee COMMONWEALTH OF'MASSACHUSETTS Essex County, ss /;I"f A? 19 9 7 Then personally appeared the above named Charles Carrell, Trustee and acknowledged the foregoing to be his free act and deed before me, Notary Public: My Commission Expires: The undersigned LSP hereby certifies that he executed the aforesaid Activity and Use Limitation Opinion attached hereto as Exhibit C and made a, Y g and that in his Opinion this Notice of Activity and Use Limitation is consistent with the terms s and Use Limitation Opinion. Then personally appeared the above named. William H. Mitchell, Jr. and acknowledged the foregoing to be his free act and deed before me, `�- u tt,Cccc Notary Public: My Commission Expires: Form 1075, Notice of Activity and Use Limitation, 1175 Turnpike Street, North Andover, MA 01845 DEP RTN 3-003337 Page 4 of 4 yN�s Date: Z� WILLIAM. d H. n �.iitche r c� tllITCHEII. JR. vi Will, .Q`No. 19;5a !� ( LSP SEAL cc F MASSACHUSETTS P►rnvV SI Z 19 y Essex County, ss Then personally appeared the above named. William H. Mitchell, Jr. and acknowledged the foregoing to be his free act and deed before me, `�- u tt,Cccc Notary Public: My Commission Expires: Form 1075, Notice of Activity and Use Limitation, 1175 Turnpike Street, North Andover, MA 01845 DEP RTN 3-003337 Page 4 of 4 EXHIBIT A WILLIAM H. MITCHELL JR., P.O. BOX 591 IPSWICH,MA. 01938 Dear Bill, May 27, 1997 Enclosed is a description of land in North Andover: —A certian area of land called area subject to activity and use limitation located in North Andover Mass being bounded and described as follows: Begining at a point which is N79 -07-10E 73.00Ft. from a drill hole in a stonewall at the Northerly terminus of aline shown as N10 -31-59W 90.77Ft. on a plan herinafter mentioned; thence running N 32-12-16 W 55.00 Ft. to a point; thence running N 57-47-44 E 50.00 Ft. to a point; thence running S 32-12-16 E 55.00 Ft. to a point; thence running S 57-47-44 W 50.00 Ft. to the point of begining. Containing 2,750 Sq/Ft. as shown on a plan entitled in part Plan Of Land in N. Andover Ma. surveyed for B&C Realty Trust Scale 1" = 40' May 15,1997 recorded in Essex North District Registry of Deeds as plan # 13046. Jo n Ald& Goodwin,PLS Reg.# 23608 .MY -4 e -j 7XV,K z Des PosAL S-/7 e- GLS` 11V1 7-,4�7-10 .! I IEI-1112911-71- 4�5 1 Tia.v..s/��P Vf 7�D 1tlr' .Z�S/°o�9G Si7� eGEAArc/ .SD/Ls �vr�D.v.�lE�y� LT7� M,4 L3y1�: �'.�'ff/N�i�' SGQGtT M/ 40 / EXHIBIT C (Two Pages) AUL Opinion May 28, 1997 Form 1075 Notice of Activity and Use Limitation for a Portion of a Property 1175 Turnpike Street, North Andover, MA 01845 DEP RTN 3-003337 ' Response actions have been completed for the Disposal Site in accordance with M.G.L. c.2 IE ("Chapter 21E") and the Massachusetts Contingency Plan, 310 CMR 40.0000 ("MCP"). Response actions have included (a) Disposal Site Investigation to determine the extent of petroleum contamination (i.e., extent in soil, groundwater, surface water, and sediment) associated with an overfill of one 10,000 fuel/diesel fuel oil underground storage tank (UST) (See Response Action Outcome for further information); and (b) Method 3 Risk Characterization to determine exposure pathways, exposure points, and chemicals of potential concern at the Disposal Site (Sec Risk Characterization for further information). Exhibit B (i.e., Sketch Plan) and the Plait of Land (Registered in Essex County North Registry of Deeds/Lind Registration Office on Plan 13046) shows the portion of the property/Disposal Site area subject to this Activity and Use Limitation, hereinafter referred to as the AUL Area. The investigation detected residual petroleum contaminated soil (PCS), contaminated groundwater, and light non aqueous phase 'liquid of fuel/diesel fuel oil greater than 1/2 inch located around the four USTs. Nevertheless, this contamination remains controlled (i.e., movement is limited) with minimum impact, if any, to the closely adjacent stream. The .Risk Characterization indicates that there is potential for infiltration of petroleum vapors from the AUL Area to any future buildings which could potentially be constructed over the AUL Area in the foreseeable future. Preventing the infiltration of vapors into any future buildings constructed over the AUL Area is essential to maintain a condition of "No Significant Risk" at this portion of the property. Also, construction workers (i.e., working at the AULArea in a trench for a period greater than 30 days) could be at risk (i.e., via inhalation of the petroleum vapors) at the AUL Area. Therefore, the Notice of Activity and Use Limitation requires precautions to preventirestrict exposure to potential petroleum vapors associated with the AUL Area. 1. The following Site Activities and Uses shall be Permitted on the AUL Area: (i) Any and all activities and uses not expressly prohibited under Paragraph 2, below; and (ii) Such other activities and uses which, in the Opinion of an Licensed Site Professional (LSP), shall present no greater risk of harm to health, safety, public welfare, or the environment than the activities and uses set forth in this paragraph. 2. The following Site Activities and Uses are prohibited or limited on the AUL Area: (i) Construction work which (a) involves soil disturbance, excavation or removal and (b) may results in worker exposure for more than thirty days shall be conducted in accordance with an appropriate Health and Safety Plan designed to protection potentially exposed persons from long term (i.e., greater than thirty days) exposure to volatile organic compound vapors; and (ii) New building construction over the AUL Area without an LSP approved vapor barrier or sub -slab depressurization system installed beneath the new. building. I. The following Obligations and Conditions are necessary to maintain a levl of No Significant Risk on the AUL Area: (i) Soil excavation, removal, and/or disturbance must be done in the accordance with an appropriate Health and Safety Plan designed to protect potentially exposed persons from long-term exposure (i.e., greater than 30 days) to volatile organic compound vapors; (ii) If petroleum contaminated soil, fuel oil (i.e., free product), and/or petroleum contaminated groundwater is removed from the environment of the AUL Area it must be managed according to procedures in 310 CMR 40.0000; and (iii) Any new building construction must include the installation of an LSP approved vapor barrier or a sub -slab depressurization system installed beneath the building. srr OF I ani H. 11 Jr.; P (#1965) cQi VITCHELL, JR. ; > Stamp No. 1965 a .ate �f�G�STBP� Za��a► °r y�SnE PFOB ���� LAVVF'. ATPIJ`� of- nErn B & C Realty Trust 1175 Turnpike Street North Andover, Ma. 01845 November 29, 2001 North Andover Board of Health Charles Street North Andover, Ma. 01845 RE: 1175 Turnpike Street (A B C Bus Company) Dear Committee members: I am asking for an extension to the approval for the tight tank approved by the board on August 27, 1998. A Brief history follows: On August 27, 1998 at a regularly scheduled meeting an application was approved for the installation of a tight tank for this site conditioned on the approval of D.E.P. D.E.P. approved the application for a tight tank on October 14, 1998. Shortly after this approval was granted sewer was installed on route 114 passing in front of my property. This was a forced line. I had been given permission to tie into the sewer when the line was brought to the new development on Boston Hill. I waited hoping to tie into sewer. The Boston Hill development has been stalled for years. We have been pumping our tank every two -three weeks and see no sign of above ground seepage. I again inquired in July with the DPW as to when sewer would be available and was told that realistically it would be at least a couple of years. I then asked my contractor to proceed with the installation of the tight tank. The permit was not granted because the approval was more than two years old. The Use of the premises is exactly the same as it was in 1998. ectfully s itted, L4 Charles . Carrell, Tr. •� Town of North Andover f NO RT ly Of F'ICE OF COMMUNITY DEVELOPMENT AND SERVICES . 30 School Street , a o' North Andover, Massachusetts 01845���` WILI,IANI J. SC0'rT s�cuus Director September 4, 1998 Jeremy .Matosky Hancock Engineering, Associates 235 Newbury Street Danvers, MAO 1923 RE: 1175 Turnpike Street Dear W. Matosky: This is to confirm that on August 27, 1998 at their regularly scheduled meeting, the North Andover Board of Health approved your application for a tight tank for the property referenced above, conditional upon approval of DEP. Please copy the Board of Health wher. you send your application to the State Department of Environmental Protection, which, as you are aware, is necessary before the plans are approved and a permit issued.. Please call the office at the number below if you have any questions. Sincerely, Sandra Starr, R.S. Health Administrator Cc: Pile BOARD OF APPEALS 6984541 BUILDING 688-9545 CONSERVATION 689-9530 HEALTH 688-9340 PLANNING 688-9335 t r aJ k1iCOMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL pROTECTION METROPOLITAN BOSTON - NORTHEAST REGIONAL, OFFICE ARGEO PAUL. CFLLUCCI Governor October 1.4, 1998 Charles Carrell_ B.C. Realty Trust 1175 Salem Turnpike North Andover, MA 02845 RE: APPROVAL OF TIGHT TANK. (BRPWP64a) 1175 Salem Turnpike, North Andover (IRV) DEP Transmittal No. 200198 Dear Mr. Carrell: TRUDY COXE Secretary DAVID B. STRUHS Commissioner The Metropolitan Boston --Northeast Regional Office of the Department of Environmental Protection has received and reviewed your application for approval of a tight tank pursuant to 310 CMR 15.000, Title 5 of the State Environmental Code, with the above transmittal number. This application contained written notification, dated August 27, 1998, stating that the North Andover Board of Health had approved the installation of a tight tank. Accompanying the application were plans and materials titled as follows: Title: Sewage Disposal System Upgrade Location: A.S.C. Bus Company, 1175 Salem Turnpike Municipality: North Andover Applicant: B.C. Realty Trust Designer: Vaclav Talacko, P.E. 34026 Date (Last Revision): August 24, 1996 (September 16, 1998) An engineer of the Department reviewed the plans and the accompanying data, and it is the opinion of the Department that the plans are in compliance with 311) C IR 15.000- It .5.000. It is the opinion of the Department that the requirements for the granting of an approval as specified at 310 CMR 15.250 have been satisfied. The tight tank is to be used to service a commercial bus line. Because of site restrictions, including drainage swales, there are no other feasible alternatives that: would allow a conventional or an approved alternative sewage disposal system fox- riPtV construction, there is also the proposed construction of a municipal sewer system which is scheduled to be available to service the facility someti-me in the near future. As part of its approval of the tight tank, the Department will require that the following conditions be complied with by the applicant and all subsequent owners or this approval be rendered null and void: 205a Lowell St 0 Wilmington, Massachusetts 01887 • FAX (978) 661-7615 a Telephone (978) 661-7600 + TDD # (978) 661-7679 e wr • Prior to construction, the applicant must obtain a Disposal System Construction Permit (DSCP) from the Nort•r, Andover Board of Health. • where any portion of the proposed tight tank is placed at or below the groundwater table, the tank shall be designed with counter weights, anchors or ballast and a buoyancy calculation for the entire volume of the tank, when empty, shall be performed. • An operation and maintenance (O&M) plan, acceptable to the North Andover Board of Health, shall.. be implemented which requires monitoring of the system at a minimum frequency of once every three months. • The tank shall be pumped as often as needed and the applicant shall maintain an updated record of the pumping history of the tight.: tank., including the date pumped, the quantity of effluent pumped, all analytical results performed to characterize the contains of the tank and the disposal site. • Failure c.f, the applicant or person having control: of the tight tank to properly maintain it and keep it from overflowing shall constitute grourids for revocation of the approval for the use of such tank:. • It is the. app'licant's responsibility to assure that the approved plans are available at: the site during construction. • Approval of the proposed tight tank also is conditioned upon the recordin,: in the appropriate registry- of deeds of a notice that disr_:Loses the existence of this tank and the involvement of the Department in the approval of the sewage disposal system. • when a sewer system becomes available, the applicant or person having control. of the tight tank shall connect to the sewer within. thirty (30) days and the tank system shall be abandoned. in accordance 310 -CMR 15.354, Abandonment- of Systems. The special condition::, outlined above, in no way should be viewed as superseding any conditions imposed by the Forth Andover Board of Health. The above conditions are meant to supplement any other conditions imposed upon the facility. If you have any questions or additional information is required, please contact George Kretas at (978) 661-7744. Sincerely, Madelyn Morris Deputy Regional Director Bureau Resource Protection mm\gak CC: - Sandra Starr, Board of Health, 20 School Street, North Andover, MA 01c45 Vaclav Talacko, P.B., Hancock Engineering Associa*e3, 235 Newbury Street, Danvers, MA 01923 Marcia Sherman, BRP/Wastewater Management/Boston MIN Engineering Associates #6676 235 Newbury Street June 2, 1998 Danvers, MA 01923 (978) 777-3050 Fax (978)774-7816 Sandy Starr Bolton, MA (978) 779-6767 Board of Health Town Hall Boston, MA North Andover, MA 01845 (617) 350-7906 Re: 1175 Salem Turnpike — Septic Repair Dear Sandy; Enclosed please find the results of our official soil testing at the ABC Bus Co. property located at 1175 Salem Turnpike (Map 107c Lot 12). The testing was performed on May 26, 1998 and witnessed by Susan Ford from your office. Our testing did not yield a suitable location on the site for the installation of a new soil adsorption system. The testing was limited to the east side of the existing building. (See the attached sketch for test pit locations) Our site investigation did not yield any alternate locations for testing due to presence of high groundwater, ledge and bordering vegetated wetlands on the remainder of the property. Currently, there is a proposed sewer force main along Route 114 being reviewed by the State for the adjacent property to the south. We intend to connect to this sewer and would like to propose using tight tanks to store effluent in the interim. Tight tanks would be designed in accordance with 310 CMR 15.260, pumped on a regular basis and would be discontinued from use within 30 days after a sewer connection was available. An Innovative Alternative system was not considered feasible since the percolation rate was greater than 90 min./in. We are requesting your recommendation for our proposed solution. If tight tanks are an acceptable course of action please let us know so that we may proceed with design plans. We would then submit the tight tank design plans for your review and approval. As required by Title 5 we will be submitting to DEP for a variance for use of tight tanks after we receive your approval. Please contact me at your earliest convenience to discuss this project. Sincerely; HANCOCK ENGINEERING ASSOCIATES ohn R. Murp , P S Project Manager Enclosures cc: Charles Carrell, B.C. Realty Trust HSA File JUN - 4 Division of Hancock Survey Associates, Inc. 117' ivo- � s 0° m At 3 VZ \ 0 12)/c J a to 4 `� N ��O ^� A•j 1 N 2J�=QUl= J Cd t_ V0 �2� \� ^O i n Q -0 v� �w o c� 06 co ' U Z w v O a IOo> X V rz N o o = =N `4) U aU' 4A d5 CD cp J N UCP — r Q —oLL I v Q /►j ®� 1 _ 1 ci 3j t�1 3 02 ?Cb v, FORM 11 - SOIL EVALUATOR FOR -NJ Page 1 of 3 No. + (-p G-7 Ce c Date: Commonwealth of Massachusetts N. , Massachusetts Soil Suitability Assessment -for On-site Sewagre_Disposal Performed By:. -SC- y_. 'M ._ . Mia' s�C _._...... Date: S -Z(p- 01% Witnessed By: l.ac�ian �ddrus a 11 •'•� y��.;�Ji•"� C �c.t tt`Y Owrcr's Name. T3 . C. . 1?—= � . r 2%_> j L.«, Nbt7t- ,At,--3tajE%Z t T--iA A AcSty. MR . ctaAR '� e—ARS LL New Construction ❑ Repair D? MA A tv�ava:c'Rr,' v 18� Office Review Published Soil Survey Available: No ❑ Yes IN Year Published �p►$i Publication Scale 1. 1.5$`4 ► Drainage Class G ............ Soil Limitations ............. .... Surficial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale Geologic Material (Map Unit)........-.................................................. Landform.................................................... Flood Insurance Rate Map: Above 500 year flood boundary No ❑ Yes ❑ Within 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No EI Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) ................. Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month Range :Above Normal ❑ Normal ❑ Below Normal ❑ Other References Revie xed: CICki ' DFS APPROVED FORM - 12/07/95 JUN FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 'Location Address or Lot No. 1175 SALZM j 1e, HA II !C%G L -a l7,) TCoeTft A"baV—*"< MA On-site Review Deep Hole Number T- Date:. -52-7-2(0'01a Time:.:— "1Z:6u Weather —5op-3 7S" Location (identify.on site plan) SAM SK,49" t-4 . Land Use 'PArR.I'GIt-4 Slope (%) "'Z�o Surface Stones lVo1vc3 Vegetation TION -1- 9A7. -V -01 N& AQ a , _ Landform . Position on landscape (sketch on the back) Distances from: Open Water Body_ feet Drainage way: *7 10. feet Possible Wet Area 1m feet Property Line .± So' feet Drinking Water Well ..N A feet Other DEEP OBSERVATION HOLE LOG* Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, % Gravel) 0 L� � r C. r--�1. -- �-w S �.vo• 117rGA`{ Nv LsesoD - Parent Material (geologic) 'T' ILA— DepthtoBedrock: i*- p — 'M Depth to Groundwater: Standing Water in the Hole:Weeping from Pit Face:rJ$ — Estimated Seasonal High Ground Water: s 5411 -" 4--rQ ---m-1-4 Malo siG- f DEP APPROVED FORM - 12/07/95 JUN - 4 a'JL1arti 2-"s. FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 'Location Address or Lot No. 11 ?5 SAL,. M TCce At,3Q6v.— + MA On-site Review Deep Hole Number T"Z Date:.?— (v-#% Time:,-4U—"7.lZ:" Weather Sv+v 75" Location (identify on site plan) —5 SKTt.r`a Land Use Slope (%) —VIA. Surface Stones N40&J 7 VegetationNA+y0' q�Qq Landform Position on landscape (sketch on the back) Distances from: Open Water Body._ �Nd feet Drainage way.*Z-� feet Possible Wet Area feet Property Line . ..50' feet Drinking Water Well h31A feet Other Parent Material /geologic) "t' I!A DepthtoBedrock: &X--- 'M -- Depth to Groundwater: Standing Water in the Hole: �� u 1 Dy Weeping from Pit Face: _ it Estimated Seasonal High Ground Water: �Y DEP APPROVED FOR,%t-12/07195 �Tn6PT! ._ `O'/c., JUN - 4 DEEP OBSERVATION HOLE LOGS Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (uSOEU (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) Q " SS�� I` 1 r`.l -- •� �.• GLa�AN + Ca'fZJ►W+�.. + A+.L ba - Cod A a >= S� � n y Q Zl� -- MA►ss�.x� ; �,���. Ta 10 It MASS%%A , M%aVw , v tq 4(Lo F12M , 'Rve.Ts 'it> gyp" —130 &./Meth, f F -r Z.r* Y > 5Y• 7. SY it FXtATLLZ 1~l 1 MAS.,/ 4'a sib 6sSAG (iD !o . (00 -GA►M� e $0 Parent Material /geologic) "t' I!A DepthtoBedrock: &X--- 'M -- Depth to Groundwater: Standing Water in the Hole: �� u 1 Dy Weeping from Pit Face: _ it Estimated Seasonal High Ground Water: �Y DEP APPROVED FOR,%t-12/07195 �Tn6PT! ._ `O'/c., JUN - 4 FORM 11 - SOIL EVALUATOR NORM (oII,�Co Page 2 of 3 'Location Address or Lot i4O- 111-75 SALZ MIAf k ( HAF 10'7c L -o( �Z) TCoe�r At�oev.� 1 MA On-site Review Deep Hole Number =3. Date•.�o''ga Time:—SI-06, "IZ:oa Weather 5c2N 7" Location (identify.on site plan) '52W SK3TL.ta Land Use Slope (%) "Z�e. Surface Stones Noir Vegetation ?` AI-jla — Gt2AVGt- CJAtZ..�Gt►V(� ,a�Q�q Landform Position on landscape (sketch on the back) Distances from: Open Water Body,feet Drainage way.'Zj� feet Possible Wet Area feet Property Line .t .519 feet Drinking Water Well -1-43 A feet Other DEEP OBSERVATION HOLE LOG' Depth from Surface (Inches) Soil Horizon Soil Texture (USD/) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, % Gravel) O - 5e GLz^r,-c 1 Gm*Ap- Ai. mss` lbge ;k — 1 -►ss, Va. , Arm- Cel -�o ��.,. FSsr. )v •IR � ..: ?'tassl� � r R�n'ttr";: v� � Fit" So°% GRav �o - IZS13 C Z •SY > S*lo t'1At&va' YLtpjmj L v� SR�t+�1,r►f � �1Q1r1 � SD--C�6�d CaLi%1.V�Z MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED Dl-qPDqA[ APPA t L'� Parent Material (geologic) 'r' ILA— DepthtoBedrock: V� - Depth to Groundwater: Standing Water in the Hole: YV0NdC' Weeping from Pit Face: Estimated Seasonal High Ground Water: L=YAt r'ztQ : -X4o' Zzm,4 MaT,* SIG -F WrTN�-S3S'. �sV&_ DEP APPROVED FORM - 12/07/95 ) JUN - 4 �1 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. 11"7 5" 'i'rl< C 1`'tIAP Iv'7c. loj 12) Wam-C t Aw-mOov.*,,e I MA Determination ,for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole inches X Depth to soil mottles .. inches ❑ Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level Depth of Naturally Occurring Pervious Material Does at least four .feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? - If not, what is the depth of naturally occurring pervious material? Certification I certify that on OCT. 15, f 96(date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date iiDEP APPROVED FORM - 12/07/95 JUN - 4 FORNI 12 - PERCOLATION TEST COMMONWEALTH OF MASSACHUSETTS Massachusetts Percolation Test Date: ... MA4 ICAS Time: ......... Observatio'n Hole # 7r-7– Depth of Perc 7 Tb I W' U–S-7 M Start Pre-soak hD 67- -End Pre-soak 0-7 Time at 12 A 61 Time at 9" Time at 6" Time (9"-6") —7 Rate Min./Inch 16 > Him Site Passed ❑ Site Failed X ................ ...................................... .......................................................... .. .................... Performed By: Witnessed By: Comments:... 1 AV 'JUN Q_ AP 205 969 512 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail (See reverse) sVt°C . Realty Trust Street & Number P.O. Box 59 Post office, State, & ZIP Code No. Andover 01845 Postage _MA $ Certified Fee r Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to Who & Date Delivered Rehm Receipt Stowing to Whom, Date, & Addressee's Address TOTAL Postage & Fees $ Postmark or Date @sJ8©@ 2e@dV`09Ea&s' CD w 2 ) §f «tsZ co �b _ ca 0 E ` k k§f Cl) t, 2 £�$ 2 § 2) 'a CD ¥ §k � %§k§a § _ E 5 = 1 k k \ 4 _ CL . 2E MID f{§f ■ƒk{\§{/2Qf / cL ) \/ DW co � {2 §; �§]tkk \(#;2>=k k ;§ ««f t» I]\/ QL \ AfCD E , - -0 A� _ �§ -8 2E %&�Lu 7S e« \fk ���ca m co 8 kk )/ / ,° « )� Eo �U .- L0)§(�t S88 3� ©® To CC �■ � a ■f212D �`� \) co /$§ $% $t \ ■e§� f2 f CL ®© /{ /§EM //)t ) k� {k} wf C—i �\ L6 Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES 146 Main Street North Andover, Massachusetts 01845 WILLIAM J. SCOTT Director B. C. Realty Trust P.O. Box 596 North Andover, MA 01845 RE: ABC Bus Company July 24, 1997 Dear Mr. Carrell: 0 _ \* C 9 tis It has come to the attention of the North Andover Health Department through an inspection made on July 24`h, 1997 that the septic system located at the above -referenced site is in violation of 310 CMR 15.000 in that there appears to a discharge of effluent to the surface of the ground. This results in a system which fails to protect public health and safety and the environment. Please contact the North Andover Health Department at 508-688-9540 within seven days after receipt of this letter to discuss a proper course of action. Sincerely, Sandra Starr, R. S. Health Administrator Cc: Wm. Scott, Dir. CD&S BOH File ROARD OF.APPEAT,: 6R8-9541 9iJaDIN 689-9545 MN^FPVA770N 699-953r) HFATTH 69R-95,1-0 PLANNTNO 688-9535 O D\ O� h MM�O N �S� n : �N Npp •-- N�t+Oi� O� � c0 Odle yN O «a O .•. � O CO � c � C •� � � uj W W tia No. 606 FORM 11 - SOIL EVALUATOR FORNt Page I of 3 Date: Zd Commonwealth of Massachusetts A-NJove-(- Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: X11 , .. � .... ... Date: (p�Z `�� Witnessed By: —O7 Ao F -:p I C11 Wit_— ..... ... .... Loution Address or o-ncr-s N,= - Lot 9 1175 p I&— :S -r Address. and OZT14 A i\J 00 e ((-)A Tekphore 1 /J75 lew Construction 1:1 Repair Office'Review Published Soil Survey Available: No ❑ Yes Year Published jq8j , - - Publication Scale Soil Map Unit W56 Drainage Class .......... ... Soil Limitations . ................ ... ................. Surficial Geologic Report Available: No 0 Yes El Year Published Publication Scale GeologicMaterial (Map Unit) ................................................................................................................................................... Landform.............. I ............................................................................................................................................................. Flood Insurance Rate Map: Above 500 year flood boundary No E]Yes 29 Within 500 year flood boundary No ZYes M Within 100 year flood boundary No Kyes M Wetland Area: National Wetland Inventory Map (map unit) ........................................................................................ . ............. Wetlands Conservancy Program Map (map unit) ........................................... ! ................................ ............. Current Water Resource Conditions (USGS): Month Range :Above Normal D?Normal El Below Normal F] Other References Reviewed: kiDEP APPROVED FORM - 12/07195 FORM 11 - SOIL EVALUATOR FORM Page 2of3 Location Address Or Lot 'ST . . On-site Review Deep Hole Number Date: �a l 1 �8 Time: Weather (Q C T /2'c�r Location (identify on site plan) 4 - Land Land Use ?%,12+,Cf i G LC—j Slope M d-3 Surface Stones M p+JE Vegetation in 0► to Landform Position on landscape (sketch on the back) Distances from: Open Water Body 100 Y feet Possible Wet Area 100 -�- feet Drinking Water Well feet Drainage way :'L�' feet Property Line ) :D..+ feet Other DEEP OBSERVATION HOLE LOG' t F`I�C1 Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other .Structure, Stones, Boulders, Consistency, % Gravel) 1� -8, FI N� '.s ;r� mGssiue� nib 1 E36 Ile -IS(a CI 5rati.Dy z,'Sy4�Z 15/ ���;U�2. 5�A-T�D /Ioy r mss IOF, m11141mvm Vr G n%JLCJ r1r_UU11ACU NI CVrrtr rRVr'VJCU UWrVJMI Hr\rJ� Parent Material (geologic) I ) L—L Depthto8edrock: � %� T Depth to Groundwater: Standing Water in the Hole: =6170 �A Weeping from Pit Face: Estimated Seasonal High Ground Water: DEP APPROVED FORA1 - 12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. 1175 -7L)rn P I ILE S . Opt -site Review -�^ �i Deep Hole Number I -.S Date: z� 0 Time: Weather nle_�asTlclj�') Location (identify on site plan) ,-p Land Use jRr�eLl O% Lo -r Slope M 0- 5 Surface Stones '� C)C) dE 757 ± Vegetation �40NIF Landform Position on landscape (sketch on the back) Distances from: Open Water Body 1-00+ feet Drainage way WI A feet Possible Wet Area J p0 4- feet Property Line feet Drinking Water Well feet Other DEEP OBSERVATION HOLE LOG' ICI P( Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other Structure, Stones, Boulders, Consistency, % Gravel) n b b SL Y E�` 1� r".1►� SSI Vit. E ic� -� ZIP ,� 1L A6 4 13,6 are m ixeG IYIII�IIYIV I�1 VI L IIVLLJ RLIiVIRCV hl Cr CRI �RVf VJCV V1J( VJML /�(lU� Parent Material (geologic! Li _ Oeptfxo8edrock Depth to Groundwater: Standing Water in the Hole: i"XJ� I Weeping from Pit Face: rl 57 (� (F l 13z— ^ Estimated Seasonal High Ground Water-. l `�- 11 i DEP APPROVED FORM - 12107/95 FORM 12 - PERCOLATION TEST Location Address or Lot No. 1175 T-UZQ?I LC, 5-r,' COMMONWEALTH OF MASSACHUSETTS N, AjUpo� jMassachusetts Percolation Test* Date: (Q 2.3 Time: Observation Hole # t r i i✓�� Depth of Perc 3� n _77) /Z r Start Pre-soak End Pre-soak / J 6 I Time at 12" -S Time at 9" E-Nr)Eo @ " Time at 6" Time (9"-6") Rate Min./Inch > M I AJ // jQ } Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed ❑ Site Failed - ............................................. ...................................... ..................................................... ... ....... Performed By: —,J4TY1 Witnessed By: Comments: : _... :.... .::........ ... ................ ..... DEP APPROVED FORM - 12/UM FORA 11 - SOIL EVALUATOR FORM Page 2of3 Location Address or Lot No. 175 -T-1-)gcJP! i< �— r 1_ Opt -site Review Weather I Deep Hole Number lQ Date: 4� r G l r Time: ,i dr r Location (identify on site plan) r ' a (I S �� Land Use ��1�[ OF7 F�/G Slope MI' Surface Stones �U Vegetation-- Landform �S Position on landscape (sketch on the back) Distances from: Open Water Body -� feet Drainage way S feet /sem I F7 Possible Wet Area �(, � feet Property Line (C) + feet l Drinking Water Well �feet Other DEEP OBSERVATION HOLE LOG* Depth from Surface (Inches) Soil Horizon Soil 7ezture (USDA) Soil Color (Munsell) Soil Mottling Other .Structure, Stones, Boulders, Consistency, % Gravel)) 0 ,� C� t ,n PO p6sl U� FP--) A13LE7 -1 y gw �5L 10 yln/b PA LEE Lwmq �� i�I`}-4�-/'V}-�1 '. L. ht / j e Sl M I 1�-' 114 jI, (�VZL�E J�\_,1+`y! 76y�51 17 VLEq FlLYY7 �IL-T f7 -O 1) kfy Lola -sem �►�' C,c�I.T T► w�� • •......... v,.. v. a ..v .�.•.L V.V(\CV h1 C/Ci\1 r!\Vr VJCV VIJrVJI\L I�f\Li\ Parent Material (geologic) 71 L -L Oepthto8odrock• V I Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face:' Estimated Seasonal High Ground Water. DFP APPROVED FORM - 1210719S FORM 11 - SOIL EVALUATOR FORN1 Page 2of3 Location Address or Lot No. ft7 Tue.N,P( � ST Ori -site Review Deep Hole Number Date: �IZ30 o Time: Location (identify on site plan) Land Use ESE en�q_)1o6 LolSlope M i5 Surface Stones Vegetation zeus-i Landform Position on landscape (sketch on the back) Weather �c�r� �` mf Distances from. �2utro1� Open Water Body feet Drainage way L, s feet Possible Wet Area feet Property Line 110 + feet Drinking Water WellN/4- feet Other DEEP OBSERVATION HOLE LOG' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling -Structure, Stones, Boulders, Consistency, % Gravel) �1 U-12 - 12 z© Iuo 6COD L,amE- .......... Parent Material (geologicl GtfP (0( Q) M G Depfto8odrock:�� 1ft Depth to Groundwater. Standing Water in the Hole: �� �i Weeping from Pit Face: Estimated Seasonal High Ground Water: !� 11 Dep APPROVED FORM - 12107ro5 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.// :01lIP1Ae'6- ST'> Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole.. inches ❑ epth weeping from side of observation hole inches Depth to soil mottles.V42ta inches ❑ Ground water adjustment ................ feet Index Well Number .... _..... Reading Date ................. Index well level ..... . Adjustment factor ............ Adjusted ground water level ............................... Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in pill areas observed throughout the area proposed for the soil absorption system? A 10 2 c- If not, what is the depth of naturally occurring pervious material? A/0 Go!)o IV -as CAPD Certification I certify that on (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature C Date iiDEP APPROVED FORM - 12/07/95 No. �( 76 FORM 11 - SOIL EVALUATOR FORA1 Page 1 of 3 Date: 04__"q Commonwealth of Massachusetts N, A-ncAove-r , Massachusetts Soil Suitability Assessment -for On-site Sewage Disposal Performed By: tryr% R t.J t rlo Date: �01Z3 Witnessed By: _ OKA O R I CII ► ) L — _ ..... Locatan Address a R1) 1EUS 0 C) ovwrcr•s N . �1BC QP -A, LTY MV ST- {C Lar 1175 TVrr1 pI Ice._ 5 1, - Address. , C a 14. c s Ca r'�%e-0 OC T14 ArJDOuC2 MA Tekphmx "I175 rUP_Kjl91KE 'tT Jew Construction ElRepair 19 N. 4NDOUI Office Review Published Soil Survey Available: No ❑ Yes Year Published Publication Scale �' 15540 Drainage Class _......... ... Soil Limitations ................. Surficial Geologic Report Available: No 0 Yes ❑ Year Published Publication Scale Geologic Material (Map Unit) Landform ...................... Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes 29 Within 500 year flood boundary No ZYes ❑ Within 100 year flood boundary No .KYes ❑ Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month Range :Above Normal 1, Normal ❑ Below Normal ❑ Other References Reviewed: kiDEP AFMOVEP FORM - MOMS Soil Map Unit LQ51B FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. 1175 I RK1 PI e -E 'ST . On-site Review Deep Hole Number y Date: Time: Weather Location (identify on site plan) Land Use PF ljZkQ LOrr Slope (%) (i-3 Surface Stones MCME ` Vegetation N Oi, LJS Landform Position on landscape (sketch on the back) Distances from: Open Water Body IC04, feet Possible Wet Area I00 + feet Drinking Water Well NIA feet Drainage way lv/41 feet Property Line I C)+ feet Other DEEP OBSERVATION HOLE LOG' L 41 Depth from Surface (Inches) Soil Horizon Soil Texture (USDAI Soil Color (Munsell) Soil Mottling Other .Structure, Stones, Boulders, Consistency, % Gravel) uL 6�( 3 F1 NC 7-5Y12-5 m+� siu� X21 t3C v1+N,Ui Z5 Y3/Z ogn�I - A6 aCP— Q) txer� L4 "Y p'r5S IOC -Pei F�su_� - 1::� Z,� Parent Material (geologic) J 1 f_—(. `v v' vv`V V v pepfto8o&ock /" U �+t✓ Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: q(011 �u Estimated Seasonal High Ground Water: to DFP APPROVED FORM - 12107r9S FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. 11-75 :Dry -)121 IGE ST On-site Review Deep Hole Number Date: (Z�v��� Time: Weather ©i frCa�v' q-J�j Location (identify on site plan) `'7 Land Use PARJO OG Lor Slope M) ®— 5 Surface Stones 'Neo�JE a k-./ Vegetation Now=— Landform Position on landscape (sketch on the back) Distances from: Open Water Body f00 -F feet Drainage way WIA feet Possible Wet Area JOC)+ feet Property Line 1J+ feet Drinking Water Well k,/A feet Other DEEP OBSERVATION HOLE LOG' 9U 0 ICI P" Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other .Structure, Stones, Boulders, Consistency, % Gravel) P, LL q q -' I2, A64 t �' b � 7 y�2 �� I r�i f Flims 'B6 z.�y '� A 4 ace m ixe ?"5yllk 15 V, 6e4 UEZ- 1=2! Pre •.... .......... ... r..vr�„.\�uv\,\lV I1\ {.��\\\ f\\V(VJLVV VJ/�l /�(lCJ� Parent Material (geologic) L j Dept to8edrock• I Ii -- Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: 1 M r/ SM5W 0 13z— Estimated j' ZEstimated Seasonal High Ground Water: DEP APPROVED FORM - 12/07195 FORM 12 - PERCOLATION TEST Location Address or Lot No. U5 _R)ZQFl LE 5T) COMMONWEALTH OF MASSACHUSETTS N. /-�uPovCC,_ , Massachusetts Percolation Test` Date: (Q23 ` Time. Observation Hole # i w) Depth of Perc 3� „ 70 /Z Start Pre-soak End Pre-soak / J 6 / Time at 12" 1-51 Time at 9" ENQED @ 2' -C7 Time at 6" Time (9"-6") Rate Min. /inch * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed ❑ Site Failed ...................................................................................................................................... - Performed By: Witnessed By: Comments: ofo FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. 175 - j )HOPI LE �Ij Opt -site Review Deep Hole Number F-60 Date: t0� j Time: Weather o Cy4 kl Location (identify on site plan) + t Land Use E'pljG OF P/,%Z/Ikj6 Slope (%) Surface Stones 7 4 Vegetation Landform Position on landscape (sketch on the back) Distances from: Open Water Body U00 -f- feet Drainage wayfeet � [.c71�L.� s 019LE Possible Wet Area JCD-� feet Property Line + feet Drinking Water WellL 1 / feet Other DEEP OBSERVATION HOLE LOG' Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other .Structure, Stones, Boulders, Consistency, % Gravel) 0— Gl- p q Bw SSL 1D1�1Z5�6�?U� m► y i� I ►�� �� �1- z5Y l� 76� �L-E Loi Ji t �lT -n w}5 T�IE�G1 �C Parent Material (geologic) T! f `-" v vv`✓ V v DePthto8edrock- Depth to Groundwater: Standing) —nu - in the Hole: � � Weeping from Pit Face: Estimated Seasonal High Ground Water: DEP APPROVED FORM - MOMS FORM 11 - SOIL EVALUATOR FORM Page 2of3 Location Address or Lot No. 1176 TuF—Tu ST Ort -site Review Deep Hole Number Date: j2� {"(b Time: Location (identify on site plan) 6 Land Use � E j �6 LOTSlope(%) I j—� j Surface Stones Vegetation Tli� Landform Position on landscape (sketch on the back) D' f Weather (stances rom. Open Water Body 1(00-� feet Drainage way G S feet CiZUt�1�� Possible Wet Area I dC)4— feet Property Line 110+ feet $� Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG' Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other .Structure, Stones, Boulders, Consistency, % Gravel) 11 =—C--�M LZL� .......... Parent Material (geologic) Depthto8edrock:�� Depth to Groundwater: Standing Water in the Hole:101r� ► Weeping from Pit Face: 14411 Water: `I'"t Estimated Seasonal High Ground If DEP APPROVED FORM - 12107r9S FORM 11 e SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. /05 %v0)LJPl 4E- 5T) Determination ,for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole.. inches ❑ epth weeping from side of observation hole inches Depth to soil mottles Ilia inches ❑ Ground water adjustment ..._. feet Index Well Number .. _... .. Reading Date ............... Index well level _ ..... . Adjustment factor _......_. Adjusted ground water level _..._:...................... Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in plji areas observed throughout the area proposed for the soil absorption system? A JQ J'�- If not, what is the depth of naturally occurring pervious material? A/0 60�0 4v-�%S )1�00tiID Certification I certify that on MAIL 1� (date) I have Passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature 4 "Z/ — Date DEP APPROVED FORM - 12/07/95 Town of North Andover f NORTH 14 OFFICE OF 3� ° ' ` °' + COMMUNITY DEVELOPMENT AND SERVICES A 146 Main Street *�o North Andover, Massachusetts 01845 WILLIAM J. SCOTT Director B. C. Realty Trust P. O. Box 596 North Andover, MA 01845 RE- ABC Bus Company July 24, 1997 Dear Mr. Carrell: It has come to the attention of the North Andover Health Department through an inspection made on July 24th, 1997 that the septic system located at the above -referenced site is in violation of 310 CMR 15.000 in that there appears to a discharge of effluent to the surface of the ground. This results in a system which fails to protect public health and safety and the environment. Please contact the North Andover Health Department at 508-688-9540 within seven days after receipt of this letter to discuss a proper course of action. Sincerely,. Sandra Starr, R. S. Health Administrator Cc: Wm. Scott, Dir. CD&S BOH File BOARD OF APPEALS, 6RR-9541 BUILDING 688-9545 CONSERVATION 688,9530 HEALTH 688-9540 PLANNING 688-9535 tI William F. Weld Governor Trudy S. Goxe Secreatary Thomas B. Powers Acting Commissioner Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of 40 Environmental Protectl®n Metro Boston/Northeast Regional Office URGENT LEGAL MATTER: PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REQUESTED APR 2 5 1994. B C Realty Trust RE: North Andover P.O. Box 596 ABC Bus Company North Andover, MA 01845 c-1175=Tur-npke_St RTN 3-3337 NOTICE OF RESPONSIBILITY & INTERIM DEADLINE(S); M.G.L. c. 21E & 310 CMR 40.0000 Attention: Mr. Charles Carrell Dear Mr. Carrell: The Department of Environmental Protection (the Department or DEP) has determined that there is or has been a release of oil and/or hazardous material at the above -referenced property. The DEP received a report entitled 21-E Site Assessment, dated June, 1990, and prepared by Andover Environmental Associates, Inc., which indicates that a release of diesel fuel occurred at the subject property. The term "release" refers to both a recent, sudden spill of oil and/or hazardous material or "historical" oil and/or hazardous material contamination that is identified through some level of investigation. Based upon the information available, the Department has reason to believe that the subject property or portion(s) thereof is a disposal site as defined in the Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c. 21E, and the Massachusetts Contingency Plan, 310 CMR 40.0000 (the MCP) and that all the.necessary and required response actions have not been taken such that a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c. 21E and the MCP. The purpose of this notice is to inform you of your legal 10 Commerce Way 0 Woburn, Massachusetts 01801 9 FAX (617) 935-6393 • Telephone (617) 935-2160 RTN 3-3337 Page 2 responsibilities under state law and to provide you with an Interim Deadline for assessing and/or remediating the subject release or threat of release pursuant to the MCP. For purposes of this notice, the terms and phrases used herein shall have the meaning ascribed to them by the MCP unless the text clearly indicates otherwise. STATUTORY LIABILITIES The following is provided to advise you of your statutory liabilities for completing response actions at the subject site. It is a summary of the liability provisions from M.G.L. c. 21E. Please refer to the statute for a complete description of the liability provisions. By taking the necessary response actions, you may significantly lower your assessment and cleanup costs and avoid the imposition of, or reduce the amount of certain fees required for 21E response actions, and you may avoid liability for costs incurred by the Department in taking such actions and any sanctions which may be imposed under M.G.L. c. 21E, M.G.L. c. 21A § 16 and/or other laws for noncompliance with the MCP. The Department has reason to believe that you (as used in this letter, "you" refers to the B C Realty Trust) are a Potentially Responsible Party (a PRP) with liability under M.G.L. c. 21E, § 5, for response action costs. Section 5 makes the following parties liable to the Commonwealth of Massachusetts: current owners or operators.. of a site from or at which there is or has been a release/threat of release of oil or hazardous material; any person who owned or operated a site at the time hazardous material was stored or disposed of; any person who arranged for the transport, disposal, storage or treatment of hazardous material to or at a site; any person who transported hazardous material to a transport, disposal, storage or treatment site from which there is or has been a -release/threat of release of such material; and any person who otherwise caused or is legally responsible for a release/threat of release of oil or hazardous material at a site. This liability is "strict", meaning it is not based on fault, but solely on your status as an owner, operator, generator, transporter or disposer. It is also joint and several, meaning that you may be liable for all response action costs incurred at the site, regardless of the existence of any other liable parties. The MCP requires responsible parties to take necessary response actions at properties where there is or has been a release or threat of release of oil and/or hazardous material. If you do not take the necessary response actions, or fail to perform them in an appropriate and timely manner, the Department is authorized by M.G.L. c. 21E to have the work performed by its contractors. By taking such actions, you can avoid liability for response action costs incurred by the Department and its contractors in performing RTN 3-3337 Page 3 these actions, and any sanctions which may be imposed for failure to perform response actions under the MCP. You may be liable for up to three (3) times all response action costs incurred by the Department. Response action costs include, without limitation, the cost of direct hours spent by Department employees arranging for response actions or overseeing work performed by persons other than the Department or their contractors, expenses incurred by the Department in support of those direct hours, and payments to the Department's contractors. (For more detail on cost liability, see 310 CMR 40.1200.) The Department may also assess interest on costs incurred at the rate of twelve percent (12%), compounded annually. To secure payment of this debt, the Commonwealth may place liens on all of your property in the Commonwealth. To recover the debt, the Commonwealth may foreclose on these liens or the Attorney General may bring legal action against you. In addition to your liability for up to three (3) times all response action costs incurred by the Department, you may also be liable to the Commonwealth for damages to natural resources caused by the release. Civil and criminal liability may also be imposed under M.G.L. c. 21E, § 11, and civil administrative penalties may be imposed under M.G.L. c. 21A, § 16 for each violation of M.G.L. C. 21E, the MCP, or any order, permit or approval issued thereunder. ACTIONS TAKEN TO DATE AT THE SITE The following response actions have been conducted at the subject site by Andover Environmental Associates: An equivalent of a Phase I study has been performed. NECESSARY RESPONSE ACTIONS The Department has determined that the following response actions are necessary at the subject site. Additional Comprehensive Response Actions pursuant to 310 CMR 40.0800 are necessary. If the site has not yet been classified pursuant to 310 CMR 40.0500, a completed Tier Classification Submittal, and, if appropriate, a completed Tier I Permit Application pursuant to 310 CMR 40.0700, must be submitted to DEP within one year of the initial date notice of a release is provided to the Department pursuant to 310 CMR 40.0300 or from the date the Department issues a Notice of Responsibility (NOR), whichever occurs earlier, unless a Response Action Outcome is submitted earlier. RTN 3-3337 Page 4 You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at the subject site. In addition, the MCP requires persons undertaking response actions at a disposal site to submit to the Department a Response Action Outcome Statement (RAO) prepared by an LSP in accordance with 310 CMR 40.1000 upon determining that a level of No Significant Risk already exists or has been achieved at a disposal site or portion thereof. [You may obtain a list of the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145.] INTERIM DEADLINES) FOR COMPLIANCE WITH THE MCP Revisions to the Massachusetts Contingency Plan became effective on October 1, 1993. Information available to the Department indicates that all of the response actions necessary to achieve a level of No Significant Risk at the subject site were not taken and/or completed as of October 1, 1993. Therefore, additional response actions must now be conducted in accordance with M.G.L. c. 21E and the revised MCP, 310 CMR 40.0000. The MCP allows the Department to establish and enforce reasonable Interim Deadlines consistent with M.G.L. c. 21E in order to establish timeframes for responsible parties to perform response actions at disposal sites for which notification of a release/ threat of release was received prior to October 1, 1993, and for which additional response actions pursuant to the MCP are required after October 1, 1993. In light of this, you are hereby notified that, at a minimum, the necessary response actions at the subject site must be conducted within the following Interim Deadlines: (1.) Within one year of the date of the issuance of this letter, you must either: (A.) submit to the Department a Response Action Outcome Statement (e.g., after completion of an Immediate Response Action [IRA] or Release Abatement Measure [RAM]) for the subject site pursuant to 310 CMR 40.1000; or (B.) classify the subject site as either a Tier I or Tier II disposal site in accordance with 310 CMR 40.0500. (2.) Within 30 days of the date of the issuance of this letter, you must notify the Department in writing acknowledging that you have been notified of and understand your obligation to undertake the response actions at the subject site pursuant to the timeframes established herein and in accordance with 310 CMR 40.0000. If you fail to voluntarily undertake the response action(s) RTN 3-3337 Page 5 necessary at the subject site within the Interim Deadline(s) established herein, the Department may perform such response actions and seek to recover the Department's costs and/or may initiate other appropriate enforcement actions to ensure that such response actions are conducted. The Department's decision to establish one or more Interim Deadlines in accordance with 310 CMR 40.0167 is not subject to M.G.L. c. 30A or any other law governing adjudicatory proceedings. It is important to note that you must dispose of any Remediation Waste generated at the subject location in accordance with 310 CMR 40.0030 including, without limitation, contaminated soil and/or debris. Any Bill of Lading accompanying such waste must bear the seal and signature of an LSP or, if the response action is performed under the direct supervision of the Department, the signature of an authorized representative of the Department. The Department encourages parties with liabilities under M.G.L. c. 21E to take prompt action in response to releases and threats of release of oil and/or hazardous material. By taking prompt action, you may significantly lower your assessment and cleanup costs and avoid the imposition of, or reduce the amount of, certain permit and annual compliance fees for response actions payable under 310 CMR 4.00. If you have any questions relative to this notice, you should contact Chris Coolen at the letterhead address or by calling (617) 935-2160. All future communications regarding this release must reference the Release Tracking Number (RTN) contained in the subject block of this letter. Very truly yours, -hris Al.. Coolen Environmental Analyst II cc: Board of Health Fire Department DEP data entry/file � - Ix r Stephen M. Johnson Section Chief, Site Management/Permits Town of North Andover OMCE OF COMMUNITY DEVELOPMENT _' SERVICEI 27 Charles Street North Andover, Massachusetts 01845 WILLIAM J. SCOTT Director (978)688-9531 August 3, 2000 To: Robert Nicetta, Building Commissioner Alison Lescarbeau, Chairman, Planning Board Gayton Osgood, Chairman, Board of Health William Sullivan, Chairman, ZBA From: Brian LaGrasse, Acting Conservation Administrator At our Conservation Commission meeting held on August 2, 2000 the following decisions were approved: 242-1019 1175 Turnpike Street -ABC Bus Co. The NACC approved the following within the buffer zone to a Bordering Vegetated Wetland (BVW) and within the Riparian Zone to Boston Brook. • The removal of four 10,000 gallon Underground Storage Tanks, two pump islands, piping, a concrete pad and asphalt; • The repaving of the parking area; • The installation of stormwater management structures If you would like a copy of the Order of Conditions please contact the Conservation Department. CC: Scott Masse, Chairman, Conservation Commission Heidi Griffin, Town Planner ./Sandra Starr, Board of Health Administrator 'ED , Fax(978)688-9542 BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 'ila�/q7 MANAGEMENT, OPERATION & MAINTENANCE for HOLDING TANK located at ABC BUS COMPANY 1175 TUNPIKE STREET NORTH ANDOVER, MA ,1�L 01 B.C. Realty Trust c/o Charles Carrell 1175 Turnpike Street North Andover, MA MANAGEMENT 1. A disposal agreement for the HOLDING TANK shall be established with a licensed septage transporter. Said agreement shall include location and method of disposal. 2. Said agreement shall be for a minimum of one year. 3. In the event municipal sanitary sewer becomes available, the HOLDING TANK shall be pumped and abandoned, and the building connected to the sewer within 30 days. OPERATION 1. As -built plans showing the location of all installed components shall be kept on site. 2. Any odor problems shall be immediately reported to the North Andover Board of Health. 3. The HOLDING TANK shall be used for storing waste effluent only. MAINTENANCE 1. The HOLDING TANK shall be pumped as required. The visual and audible alarms shall be set to signal when the tank is 3/5 full. 2. The septage transporter shall be notified when the HOLDING TANK is 3/5 full or whenever the alarm is triggered. 3. The visual and audible alarm shall be tested at least once every three months to ensure that it is functioning properly. AUG -26-98 WED 12:26 PM CURRIER SEPTIC 508 750 0206 P.02 '►!' 107 Forest St. MIddietoo, MA 01949 {50$} 774-2772 B.C. REALTY TRUST ATTN: CHARLES CARREL RE: ABC BUS COMPANY 1175 TURNPIKE STREET NORTH ANDOVER, MA 01845 AUGUST 26,1998 TO WHOM IT MAY CONCERN: CURRIER SEPTIC & DRAIN SERVICE, HAS AGREED TO PUMP, HAUL, AND DISPOSE OF WASTE FROM THE HOLDING TANK AT A.B.C. BUS COMPANY. WHICH IS LOCATED AT 1175 'TURNPIKE STREET, NORTH ANDOVER. CURRIER SEPTIC & DRAIN SERVICE WILL DISPOSE OF THIS WASTE AT GREATER LAWRENCE SANITARY DISTRICT WATER TREATMENT PLANT. WE WILL BE PUMPING 6,500 GALLONS UPON REQUEST PER A.B.C. BUS COMPANY. SINCERELY, DAVID CURRIER PRESIDENT • THE PROFESSIONAL EXPERTS IN THE SEPTIC AND DRAIN INDUSTRY e FORM 11 - SOIL EVALUATOR FORI\1 Page I of 3 No. (.p(,7Ce Date: o Commonwealth of Massachusetts N. , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: -SC- ....._..... Date: S-Z(e-Cis Witnessed By: SUS R>Q.b Lounon Address of 11, C, ��.a.�'"1 (pct �t`T owrcr-s NUM. T3 . P—aAcTi Lys 1 Los/ N-bt%-h- Al-3boj0Z t %1A Address.A"*. • Ot ��I S' t t-tS SAt.c-M Tv2tv(�t,c._ Nd2 NewConstruction MA Repair (� Ar.��v�•� �t$� Office Review 978 - `$(- _ d -z Q7z -z nt Published Soil Survey Available: No ❑ Yes FA Year Published Publication Scale 1'. ►Sa`� Drainage Class G .._..... . Soil Limitations Surficial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale Geologic Material (Map Unit) Landform ........................ Flood Insurance Rate Map: Above 500 year flood boundary No ❑ Yes ❑ Within 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No ❑Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month Range :Above Normal ❑Normal F] Below Normal ❑ Other References Reviewed: kiDEP APPROVED FORM - 12/07/95 Soil Map Unit WS.T-;� 6F7r7Clat-- j -t' --s 7NS& FORM 11 - SOIL EVALUATOR FORM 4 Page 2 of 3 Location Address or Lot No. 11 ?S SAL., Mj fik HAf' 107c TCoe'�, At�oay.� MA On-site Review Deep Hole Number T � Date:S_—�Lv"" Time:.::_ . Weather SyiV 7S" Location (identify on site plan) SK.1TLta Land Use Slope (%) —7-�0 Surface Stones 7'40t -c3 Vegetation - NetVG — GtZAVGZ Landform . Position on landscape (sketch on the back) Distances from: Open Water Body. feet Possible Wet Area feet Drinking Water Well —191A feet Drainage way. feet Property Line feet Other DEEP OBSERVATION HOLE LOG* Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, % Gravel) MLL Nv !s tion - Parent Material (geologic) DepthtoBedrock: t�jp_ T�Ei Depth to Groundwater: Standing Water in the Hole: 58" 5 � Weeping from Pit Face: Estimated Seasonal High Ground Water:_ ` 64 to Malo SIG-{ DEP APPROVED FORAt - 12/07/95 bit d1a` FORM 11 - SOIL EVALUATOR FORM %��% Page 2 of 3 Location Address or Lot i4O. 1 175 SAL`M 1?k I" Af 107c -, �`CceTtr A'm t> o vJ-",-< MA On-site Review Deep. Hole Number T Z Oate•..�o''a$ %� IL:Da .Weather $yN 7 Location (identify on site plan) S� SKsTtA� Land Use 'P.4R.LGrit�4• Slope (%) j---V—LO Surface Stones 7`4,0 i Vegetation TYen1f7�,y�_ (,�A2.�G A Landform , Position on landscape (skettih 'on the back) Distances from: �� Open Water Body-- ua feet Drainage way.*Z feet Possible Wet Area ? Ice feet Property Line .±..5p` feet Drinking Water Well „N�A feet Other DEEP OBSERVATION HOLE LOG' Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soii Color (Munsell) Soil Mottli Mottling Other (Structure, Stones, Boulders, Consistency, % Gravel) sa s I -A Ai, 1=s%- 1 y Q Zit — )-%Ssw M%AVL Z - L% sc� T3 w �s�. IO �j[ tw►SS�vs PR.tAd�;: V���( W to FIRM , 'RC Ts e�oN to '" 130" G > 59/. t.>rL? Z �s 7. SY 1'IgSsrvrr 1 F'1LuA2t..w F1 R.N1 MINI UM 0 Parent Material (geologic) _ 'r �� DepthtoBedrock- Depth to Groundwater: Standing Water in the Hole: - 1,044" �� . p Weeping from Pit Face: Estimated Seasonal High Ground Water: -164 DEP w„-�-3s�.sum I�oe.o Ca.o.��►� APPROVED FORM - 12/07/95 bFF %AL--f-sprvCr FORM 11 - SOIL EVALUATOR KORAI Page 2 of 3 'Location Address or Lot No. I I TS SAUZM ' I —pk 1. Af I07c L O --f Z) 7`C6eTft A"b6ve M 1 MA On-site Review Deep Hole Number T 3. Date-�''qa Time .. :oo. -1t:o� Weather vN 75" Location (identify.on site plan) SK1'L.t� Land Use 'P%�>ittiG�tv>:�' Slope (%) "Z�o. Surface Stones N,0tX3 Vegetation Landform Position on landscape (sketch on the back) Distances from: _� .�'�,� Open Water Body____Lt feet Drainage way. 21jeo_ feet Possible Wet Area feet Property Line.'�- feet Drinking Water WellA feet Other DEEP OBSERVATION HOLE LOG ` Parent Material (geologic) TluDepthtoBedrock: �fp _ '[n ��� Depth to Groundwater: Standing Water in the Hole: N&"' C' Weeping from Pit Face: NpN� Estimated Seasonal High Ground Water: �bt� w�•r>r��3s•. Sum I�oe4 ("3.o.t♦� DEP APPROVED FO"l - 12/07/95 Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, % Gravel) ILL—QGtZv c 1 GTLNFILL— A6 6 Fs` I o Q rlr, -- 1-1ASS1 VC-, rw►ar,.,:. W6 -so -9.,, FSc . 1041t V-USIQ L'a I 1-7m t f t La- v" �o IZ43 C GFN T -Sy 7S'70 ?'1At&Va, 0•YLtA�At.:.� V� SR1J1� 4�3 '1.S1'iC PQ.P4 80—C�C? (d CaSiA.11FCZ ' Parent Material (geologic) TluDepthtoBedrock: �fp _ '[n ��� Depth to Groundwater: Standing Water in the Hole: N&"' C' Weeping from Pit Face: NpN� Estimated Seasonal High Ground Water: �bt� w�•r>r��3s•. Sum I�oe4 ("3.o.t♦� DEP APPROVED FO"l - 12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. It -7S' TP<<, e MAP Io'7c. for I%) 'KamTK Ar.1-Ow.T2I MA Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole inches IN Depth to soil mottles — inches ❑ Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I certify that on OCT. 15, 1 96(date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date DEP APPROVED FORM - 12/07/95 FORAI 12 - PERCOLATION TEST COMMONWEALTH OF MASSACHUSETTS Massachusetts Site Passed F-1 Site Failed X ......... - .......... .................................. ................................................................ . ................... Performed By: Witnessed By: Rop-4 Comments: ..._'Deoko T 7. Amt. rA Q co N 10 J QJ Q � �. C� / 061 U3 Q 04 Q cN �J J cc `� (9 IC) i-1 r c~n QS 6 r " ED J N O U rA Q co 'R co y� �. lb \4O f pO JI 'R ^� m � �. ,per Q� v \4O f 00 ' FaEAT -� O / IID . \ �\ 'Cert)' 1 .G -- � } � CIO °1\\foo'-\ IIS 00: North dover w ° O/ o,_ ' _ �1 /• tenter 1, �• ��.j_' / \ O bAL L186 \J IBJ. O • • \ \\ \ � - i1 ,1 , �'. 133.' 61Magetoo n p ,��. %•' O° \ ° n '/9 .O \\o• \\- \ �\ \, //�// ,\\ I n ` Nom=,\_. �- ° / W ' O • � X00. iPp � �. �t, \\ t ' �.-3,�.. - `\, � / ///i-` I \I ��_ a �, � - � 1/J1 I o�. - ••Frankli •o � V�-�Z 'L .I<\ ` /._ - \ \ o� 1 \ I / ,i3OX/ Sch`7 ��'iV��- I v rte. J _ j' yj 290 O l esery Irs • '•\ �I ,_ \ � \ •253 �\� � .•2i � ,�\ �\ \ `+.:\ \ �� O � o .y. C/ BM v 28 �;l N 239 \ \Q`l�I�\�HI $ '-L q \I P+3� %� 0 (12 � ack re ege- 235 �I.Ij �� /vel,' REA• /�� '`'\ '- ��s� � 5 ' � - - �� ��`,. a•-L_�_ JCK, \ • ,11- It 238 y< s/ // I �-�: rlil�' > 9� I � till • p !, / � -•� � � � � r.. a\\ � / // /- li � o IT- - °\ H SUMMER S�" �= `. /�-`. Q� � - \ ' 1, � •\ � - �- .\' 'i 2 ) i //�, .� \ FOREST o \ c 0 IWim 286\ _ �AV 1 -� v �'�� 11 A , •fit% .� 46.�\ \ ti w. `II 291 o \ \ \v o\ y\ 385° o R o it �• r . // �` w �-� - ;Ilo. \ \�tll =//j l�) r •\\ - y �,u J ' j 50980 \IIS' \ -_ C . - l. /soit \ iii jr u� _ �` \ t .i Jn2 D_� n n °2'75(�2sohm� i n BM E \ \\\ /l a 1rr iI I - \\\ \ 17 • \ . � - ate - �� �� "ll II_ __ - l,' � ��\� _ l �C� �/ - � 9�,. +• F T2f1 / 42 I I II I l 'Re ek; it n\�� , w it ; �tl ✓ rz;' \z O/ �� z w, ov m'�o �J, a S� i11 / /Qr. `V ) / �• i '%BM • o `0 � - i\� %ter/50 — _/ /2/3_ h _ Jr' \'STA- \\.\�1\4888/��-/ \II. _ \�i ''>� ".-C It Gl- u ) a� /=Ceres' �. A, - ��; J� ��° \ ""•- ._ 140 \ '��\ \}1�o FO /• 1 C``n� 237�' GRAY `-�� \ /i:..,') 'j2 _ - uN _ 1 �• -O \ .! - •O Zvv RKER ` 1 STATEiFOREST�', —� �'1 .P�•0� �J �u� SEPTIC PLAN SUBMITTALS LOCATION: 1116- Jyj4,UPl%G6 NEW PLANS: YES $125.00/Plan L . REVISED PLANS: YES $ 45.00/Plan� SITE EVALUATION FORMS INCLUDED: YES NO DATE: 8 2Yafj6 DESIGN ENGINEER: DATE TO CONSULT. When the submission is all in place, route to the Health Secretary WILLIAM J. SCOTT Director JNT NTE Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES 30 School Street North Andover, Massachusetts 01845 OUTSIDE CONSULTANT ESCROW AGREEMENT NORTH ANDOVER BOARD OF HEALTH Agreement is made this QG 1�' UbA OJIVAD, between the Town of North Andover and --- 00-tl- LntQi for Soil Tests, Plan Review 21-2 �� :n A S4 - KNOW ALL men by these present that the Applicant hereby provides the Town of North Andover with a check in the sum of $oi/ Jr.�o , to be deposited in an escrow account for the Town of North Andover and has deposited in an interest- bearing account as designated by the Town Treasurer to be expended by the North Andover Board of Health to insure payment to any outside consultant(s)for Soil Tests, Plan Review for the above referenced project, This agreement shall remain in full force and effect until the specified project has reached completion. ti�/vtr U' pard of Health Chairman Applicant or A ent EXPLANATION AMOUNT ABC BUS COMPANY, INC. P.O. BOX 596 NORTH ANDOVER, MA 01845 508-686-0383 .2924 TO THE ORDER OF DESCRIPTION CHECK NUMBER = V ENTERPRISE BANK 8 TRUST COMPANY • LOWELL, MASSACHUSETTS 000 29 24,18 1:011302?421: 53-274/113 CHECK AMOUNT 13? 038u' 1®TC®CK Engineering Associates 235 Newbury Street, Danvers, MA 01923 (978) 777-3050 Fax (978) 7747816 ❑ 12 Farnsworth Street ❑ 626 Main Street Boston, MA 02210 Bolton, MA 01740 (617) 350-7906 (978) 779-6767 TO 4 ZS -_ > LA WE ARE SENDING YOU Attached ❑ ❑ Shop drawings ❑ Prints ❑ Copy of letter Under separate cover via dans ❑ Change order ❑ 119UVIRW @Lr DATE C118 JOB NO. / ` LFT ATTENTION RE: ^ the following items:. El Samples ElSpecifications COPIES DATE NO. DESCRIPTION t t LSC 6th THESE ARE T NSMITTED as checked below: For approval ❑ For your use ❑ As requested REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ For review and comment ❑ ❑ FORBIDS DUE Spct��f -- ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US .OrF � �—►` % COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. No. THE COMMONWEALTH OF MASSACHUSETTS FEE IZ' BOARD OF HEALTH \ z7 w1-( OF N 0 g;ZA APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( ) Upgrade (A Abandon ( ) - ❑ Complete System ❑ Individual Components Location U ---t- G LGa \Z Map/Parcel # Lot # Installer's Name Address Telephone # Type of Building: Dwelling — No. of Bedrooms Other — Type of Building CSS 5C-4Ro. of persons Other fixtures G w AZL..�:, S Owners Name 66 Address Telephone # Designer's Name Address Telephone # Lot Size % b t-1 t- 4-4--€e- Garbage Grinder ( ) Showers ( ), Cafeteria Design Flow (min. required)7-9 �R-- gpd Calculated design flow I-V111`b gpd Design flow provided 129?, gpd Plan: Date T410ib Number of sheets Z Revision Date Title�,.>r..G.= � 4� '5!,46TE-7M 0PIiCZA5% -- 11-1rL,9-t-P1LC--- i Description of Soil(s) _ Soil Evaluator Form No. Name of Soil Evaluator J. Mk-�D9,e- j _ Date of Eval W DESCRIPTION OF REPAIRS OR ALTERATIONS Theundersj*9pP4 agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and rther rees no ce system in oper tion until a Certificate of Compliance has been issued by the Board of Health. Signed Date zlych Inspections FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑ Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ), Repaired ( ), Upgraded ( ), Abandoned ( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: inspector uate The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit. All local conditions must be met. Date FORM 2 - DSCP FORM 1255 (REV 5/96) Board of Health DEP APPROVED FORM 5/96 H&W HOBBSBWARREN TM PUBLISHERS - BOSTON 10 Engineering Associates #6676 235 Newbury Street August 24, 1998 Danvers, MA 01923 (978) 777-3050 Fax (978)774-7816 Sandy Starr Bolton, MA Board of Health (978)779-6767 Town Hall Boston, MA North Andover, MA 01845 (617) 350-7906 Re: 1175 Turnpike Street (Route 114) — Septic Design Dear Sandy; Enclosed please find the design plans for the tight tank at the ABC Bus Co. Property located at 1175 Turnpike Street (Map 107c Lot 12). We are proposing to utilize a tight tank to store effluent for the site for the following reasons: 1. The existing system is currently in failure. 2. Lack of suitable soils on-site, official and unofficial soil testing (see attached) did not yield an area suitable for construction of a soil absorption area. 3. Percolation rates were greater than 90 min/in, therefore an Innovative/Alternative system was not considered a feasible option. 4. Currently, there is a proposed sewer force main along Route 114 being reviewed by the State. If sewer were to become available the owner would discontinue use of the tight tank and connect to the sewer within 30 days in accordance with 310 CMR 15.260(5) The minimum required storage volume is 6,500 gallons based on the design flow which was determined to be 1298 gal/day. The design flow was calculated using 150 gal/day for each service bay and 75 gal/day per 1,000 square feet of office space in accordance with Title 5. We expect the actual flow to be significantly lower than the design flow which will allow for less frequent pumping than the required 5 day minimum storage. The proposed tank will be installed in front of the existing building, will be accessible 24 hours per day and will have a visual and audible alarm to prevent overfilling. We have also enclosed a draft copy of the Operation & Maintenance Plan and a letter from Currier Septic & Drain regarding a contract to dispose of waste from the site. In accordance with 310 CMR 15.260 we are seeking local approval of the design. Once we have the local approval we will be submitting to MDEP for the required approval (BRP WP 64a) to install a tight tank. If you require any additional information or have any questions please contact our office. Sincerely; HANCOC ENGINEERING ASSOCIATES Jeremy M. Matos Project Engineer Enclosures cc: Charles Carrell, B.0 Realty Trust, HSA File Division of Hancock Survey Associates, Inc. Town of North Andover, 1Nlassachusetts BOARD OF HEALTH DESIGN APPROVAL FOR SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant tl J(j 1. Site Location——q.5 Reference Plans and Specs. 19 DATE Permission is granted for an individual soil absoprtion sewage disposal system to be installed in accordance with regulations of the State and the Board of Health. BOARD OF HEALTH Fee%za5_1gl— I Site System Permit No. Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES WILLIAM J. SCOTT Director September 8, 1998 Jeremy Matosky Hancock Engineering Associates 235 Newbury Street Danvers, MA 01923 RE: 1175 Turnpike Street Dear Mr. Matosky: 30 School Street North Andover, Massachusetts 01845 This letter is to inform you that the proposed plans for the proposed system upgrade of 1175 Turnpike Street, ABC Bus Company, have been disapproved for the following reasons. Please be aware that revision submittals must be accompanied by a $45.00 fee. 1. Complete legal boundaries of the facility have not been included. (3 10 CMR 15.220(4)(a)) 2. Names of abutters are missing. (NA 8.02j) 3. No distances are shown to wetlands, watercourses or property lines. (NA 8.03a -c) Pleasecall the office at the number below if you have any questions. Sincerely, Sandra Starr, RAS. Health Administrator Cc: File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Town of North Andover NORTH OFFICE OF 3� O `� «e o , e ti00L COMMUNITY DEVELOPMENT AND SERVICES ° . p 30 School Street North Andover, Massachusetts 01845 WILLIAM J. SCOTT Director September 4, 1998 Jeremy Matosky Hancock Engineering Associates 235 Newbury Street Danvers, MA 01923 RE: 1175 Turnpike Street Dear Mr. Matosky: This is to confirm that on August 27, 1998 at their regularly scheduled meeting, the North Andover Board of Health approved your application for a tight tank for the property referenced above, conditional upon approval of DEP. Please copy the Board of Health when you send your application to the State Department of Environmental Protection, which, as you are aware, is necessary before the plans are approved and a permit issued. Please call the office at the number below if you have any questions. Sincerely, ,ice /Q Sandra Starr, RS. Health Administrator Cc: File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Oct -07-98 08:12A Paul D. Turbide, PE/PLS 508-465-0313 P.03 October 7, 1998 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 27 Charles Street North Andover, MA 01845 RE: Title V review for 1175 Turnpike Street .Dear Sandra, Enclosed find the "Checklist for North Andover Septic System Plans" for the above- mentioned site. The following is a list of all the `Problem' areas and deficiencies Port Engineering has found. General o While there are no distances shown to wetlands, watercourses or property lines, they have included the statement that no wetlands are within 100ft of the tight tank. NA 8.03a -c If you have any questions or comments please feel free to contact us. S' . TW ' , PE/PLS PORT ENGINEERING, Civil Engineers & Land Surveyors One Harris Street Newburyport, MA 01950 (978)465-8594 Sep -02-98 10:18A Paul D. Tur-bide, PE/PLS 508-465-0313 P.04 September 1, 1998 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 120 Main Street North Andover, MA 01845 RE: Title V review for 1Y1.7 TTumpike Street Dear Sandra, Enclosed find the "Checklist for North Andover Septic System Plans" for the above- mentioned site. The following is a list of all the `Problem' areas and deficiencies Port Engineering has found. General • Legal boundaries of the facility have not been included. 220(4)(a) • Names of abutters have not been included. NA 8.02j • No distances are shown to wetlands, watercourse or property lines. NA 8.03a -c If you have any questions or comments please feel free to contact us. Sincerely Carlton A. Brown, PE/PLS PORT ENGINEERING, Civil Engineers & Land Surveyors One Harris Street Newburyport, MA 01950 (978)465-8594 HANCOCK Engineering Associates #6676 235 Newbury Street Danvers, MA 01923 October 1, 1998 (978)777-3050 Fax (978) 774-7816 Bolton, MA (978)779-6767 Sandra Starr, R.S. Board of Health Boston, MA (617) 350-7906 27 Charles Street North Andover, MA 01845 Re: 1175 Turnpike Street — ABC Bus Co. Dear Ms. Starr; In response to your letter dated September 8, 1998, we are enclosing revised plans for the proposed system upgrade at 1175 Turnpike Street. In addition, a. check in the amount of $45.00 is enclosed for the review fee. The plans have been revised to include: 1. The complete legal boundaries are now shown on a plot plan on sheet 2 of 2. 2. The names of the abutters are shown on the plot plan on sheet 2 of 2. 3. There are no wetlands within 100 feet of the proposed system. Please refer to Site Note #3 on sheet 2 of 2. As we discussed, the wetlands associated with the small stream to the north of the parking area are in excess of 200 feet from the -proposed system and therefore were not delineated or shown. We are submitting the revised plans along with a copy of the DEP application for a tight tank approval (BRPWP64a) that we submitted to the state. Please call if you have any concerns or questions. Sincerely: HANCOCK E GINEERING ASSOCIATES Jeremy M. Matos Project Engineer Enclosures cc: B.0 Realty Trust, HSA file Division of Hancock Survey Associates, Inc. HANC®CK Engineering Associates 235 Newbury Street, Danvers, MA 01923 (978) 777-3050 Fax (978) 7747816 ❑ 12 Farnsworth Street ❑ 626 Main Street Boston, MA 02210 Bolton, MA 01740 (617)350-7906 (978)779-6767 TO okc6 S CLCE4412G2 O1P4 UG`J NO44LalL DATE ' b _ 1 -..- �� JOB NO. ATTENTION C RE: 1 _ ka I I ci8 > UUU WE ARE SENDING YOU �9 Attached ❑ Under separate cover via 1AAI,�_> A_)2_)_\A_)2_)_\\J C2Q_ the following items: ❑ Shop drawings ❑ Prints Plans ❑ Samples ❑ Specifications Copy of letter ❑ Change order C_"_'Q� '0F S�a=-e }�� \—\ e=� 0iJ COPIES DATE NO. DESCRIPTION ka I I ci8 , , THESE ARE TRANSMITTED as checked below: For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved asIsubmitted"'� Resub copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints ❑ ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO I1 fps SIGNED: ���-=�� ` r1 / \n `I �A_ lz: ` � 7" If enclosures are not as noted, kindly notify us at once. Applican Site Location Engineer Town of North Andover, Massachusetts Form No. 1 BOARD OF HEALTH 2/ 19 APPLICATION FOR SITE TESTING/INSPECTION IJ iVge- deeo Test/Inspection Date and Time�_� !3' 4625 CHAIRMAN, BOARD OF HEALTH Fee ` Test N o. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. Town of North Andover, Massachusetts Form No. 1 r NORTH BOARD OF HEALTH -19 V6 0 o �O-77 3 0� opl-Ew;PP.'�5" APPLICATION FOR SITE TESTING/INSPECTION Applican Site Location Engineer (;'I, Ei Test/Inspection Date and Time t2.a .� / �7• n r, CHAIRMAN, BOARD OF HEALTH ' � Fee---/ �' Test No. _ S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. ~�a BOARD OF HEALTH n s ,1SSACMUSEt h -- - 30 SCHOOL STREET TEL.. 688-954.0_ NORTH ANDOVER, MASS. 01845 APP_CI_CATION FOR SOIL TESTS DATE: H -ZS -'IS _ LOCATION OF SOIL TESTS: Assessor's map & parcel number npg to -1c, Lv,— 1-L OWNER:G�.oe�,.3 c A22.—'t. TEL. NO.: ADDRESS: 11-75 5 �- r� `i'��N��+c� �p�-- �►{� ENGINEER: \A -Po- CoLk G,-Ny� �t TEL. NO.: OD'd --7-7-7--3050 CERTIFIED SOIL EVALUATOR: Intended use of land: residential subdivision, single family home �mmerciai THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. Proof of land ownership (Tax bill, deed, or fetter from owner permitting tests) 2. Plot plan 3. Fee of $175.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $75.00 per lot for repairs or upgrades. GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than 1% 100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. APR 2 8 4C'c ;30'd ZVG6 999 909 - naQ •woo „ianopud L,4_:,A,_oN,-dL0.=-0aes86,E0- ��W /' 4 /NC, F/M: /@g / gig pg � NC@V F 4N,r 4TPq N//��\ - /Ark / �p i /12" RC A'Vp /g IFp -4CN F/qot � @T /qv /9p 3 - wC • 9\ g2 g\ TY STEEL_ E ---- / 1 5 GARPG , pfFIGE B + IJ FF .190.56 I A� 1175 186 �NRU r -__ GRASS NRUBS $ I - I 1 i BP o BUMP X GR SS Cg GY411el<� /N/M /8" �3 Q F Q / 186 N / 9 C Iy� 34 /g3 S 59-- \ T A �fq SWALE�M'WOOD PICKETT �Up _-�,-6._� pyy�DL1000T- 17"2 /Sd3Y CLF----------FES I OUT=177.14/ GRASS NW. INVIN=176.32 m I m / HW INV OUT=176.06 ler 1 r I I v/ 0y4 m 61, I'll J /N1,` aP� /NL / a — 5 UTILITY POLE (TYPI _ / ROUC IpAVcO� R" 1\PURL MN0 TURNPI_Y'E,� _-- 1 = 107.06 _.PPCF \\15 APR 2 8 ,t #6676 -- PROPERTY OWNER AUTHORIZATION -- I hereby authorize Hancock Engineering Associates to enter my property, located at 1175 Salem Turnpike (Route 114), North Andover, MA, to perform engineering services for BC Realty Trust. S F APR 2 8 igc,i ABC Bus Company PERCOLATION TEST RESULTS Lot No. Test taken by: Street 1175 Turnpike St. Chief: Trans i tman Town No. Andover, MA Rodman Date of Test: 3//Z-1 ?"5; --r With this form submit a topography of the area showing the major changes in contours. Locate existing drriinage systems including brooks and water lines and water service to home, private wel;.s within 150 feet of house, other leaching areas in the vicinity. Be sure to get a sill elevation and cellar floor, as well as a location and elevation of top of each test hn? e . peZC04-4T101,1 SOIL CLASslFICHTlDAI TEST DATA Tophole e¢v.= Fill .in slcetclishowing t:hi.cicness of each layer with description of soil. in each layer ( use correct terms --if you cannot classify soil, bring a good sample back to office. Bottom elevation = � 6e Lo yl e/ I '- Water table elevation = �LA01L Ac 14 L., Ledge elevation = Bottom test --observation hole - N PERCOLATION' RESULTS Time of percolation pit saturation ,17 �s minutes Time for 12"-9" drop in water level Gj,h minutes Time for 9"-6" drop in water J.evel �.�j minutes (if 12"-9" or 9"-6" drop .requires more than 30 min. read instructions for further test I PERCOLATION RATE = time for. 9"-6" drop 119- min/inch 3 I certify that this test has been. performed according to the standards of i the New Hampshire Department: of Public Ilealth and the results are accurate to the best of my knowledge. Subordinate to Registered Engineer Register eer O%A OF �ss40 Chief of Party: �o� JOHN N G n F ,.� m {� . ; Da e 2 � . � �.�� A Date - O. Trs ;TOIIN CA1.' MAN ASS , •T.1TR� oFFSS�ONAL���'\�� I?rofessionr�I 1''nt ince �:_; iirv"e31ors-Lanai T. 16W North Main Street Andover, Mass. "ALA II4N "ALA ohn a I I a h a n s s o c i a t e s 166 Na. Mai n SI reel Andover, Massach11seIIs 01810/617:475.0908 engineers` surveyors; planners% �(rsoi L fo ISN P� tau nom( a Gov �-- � Ajl)y 61WF-L Ito REMARKS: �o Pool I- "ro I g`1 ,!�APAvF-L to 4 99 W -,J a "! Ca_P,tiJr ! o �'jo 0 LD F*,,5, I IG1! Water levels indicated are those observed.trtll(" boring, and do not necessarily .represent rkerytianen X 0 U To F"*' o! L �v MGI) 12if 2 �/i:L1-��J �a►�co�i Roow_Ob-2.4 —T° S � P N OF Mgsj! JOHN J. C kLLAHAN of P o.21612.1;p IST mpleLion of each ground water levels, Test Boring Report ABC Bus`Comp any - -- Date 3/1'Z ..�� Job No. M --(Oz Location 1175 Turnpike St. (Rt. 114) No. Andover, M`Scale 1"_ 3 ft. Figures in right hand col.ulllll indicate number of blows required to drive inch sampling spoon I -root, 1.1sing -lb. weight falling 30 inches. BORING BORING " BORING # Elev. 10110 Elev. I026.70 Elev. �(rsoi L fo ISN P� tau nom( a Gov �-- � Ajl)y 61WF-L Ito REMARKS: �o Pool I- "ro I g`1 ,!�APAvF-L to 4 99 W -,J a "! Ca_P,tiJr ! o �'jo 0 LD F*,,5, I IG1! Water levels indicated are those observed.trtll(" boring, and do not necessarily .represent rkerytianen X 0 U To F"*' o! L �v MGI) 12if 2 �/i:L1-��J �a►�co�i Roow_Ob-2.4 —T° S � P N OF Mgsj! JOHN J. C kLLAHAN of P o.21612.1;p IST mpleLion of each ground water levels, NA UI A I - ---- ----- NA -1 TI ev, Ll I �, w��� t ��.��,�, x,. .� i �, 5 � � '. � •1 � 1 3, �. _. .. .. . _. � „.. ' r. x�n. {v'a 1, 4Ilf,.x f � + �. c. i. ,.k._, � - j �:. s .� At �y�,��,„ } �.}i uq' ' { ^i ''. �•r'.K �i� �r•^A�"'l :�rX 't� +v, +nj�j. y1� .q.1.�sT '''£t+,�, h.' ��9' .p, t� „.�Pk�.��� i 5 T �C ij�?F �.' i � .. .i.;e k� q:f { V"�44 .i � i �i I•y� x t d... � X' �1.A t 'S t� �1.A t� i �x ^u G �1.A �Os�e �0�� ��1�1��iL�IC/��- �����1� :��`. �WiiA�i������®�1�� ����0� ®����� ��f �1��� ®���0� � ������-���e�� ��i-�� fail � �� ®���� ®®®fir-�����®��®®-® �®�®®a®�®■eo®®� �®®��-®®®_�■�®moo®ia ®�■®®®_ _ o � ®® ®®���® �:, 4:�2�. fF �, ... �` � - � R � 1 "�` ' c � � i � i � � �1 .. x. _ ,e,c,...,1., ,,...�..-eap ,».--.r. - � _ `° � y � ,, """ ; �, � � ��� '� �� 'ti:' � �. .. �, c � ��s� t. . � �. TOWN'' OF NORTH ANDOVER, `MASSACHUSETTS OFFICE OF BOARD OF SELECTMEN September 11, 1984 Charles Carrell ABC Bus Company Adrian Street North Andover, MA Dear Mr. Carrell: TELEPHONE 682-6483 At their meeting on September 10, 1984, the Board of Selectmen voted to request that you forward to this office, a schedule of activities relative to your moving from your present location to a new location, within two weeks. Further, be advised that the Board of Selectmen voted to request that all operations be ceased at your present location, on or before April 30, 1985. Very truly yours, BOARD OF SELECTMEN /J hn W. Graham airman JG :cf cc: Chief Wm. Dolan Board of Health Building Inspector School Committee &XRD of NEO -Ti -1 N oI�TN Ati POV E) { , M.4, A +-cr A13C fIvS 7vELPI KC s JPPLI CAN T_ ,� ► G P �� WgTc�_ sSOPPLy-�8'�-ew�l D wEc.,c_ ,�P oyCD11�TG SS - 1 St;PT'ic SyS TE,c.I .VES►<� %4Prr{0\j6V D,4r�' 5r AP1TOVI-,v6 /017yoi?)Ty6-15 1 I; C©NP►TIoA-)5 = P �i�c1PPx�vEp �/� TE f R 4SoNS = 0 D /V 6T Y�'T ScPrr c SYSTEM 1 J S 1A t.l A-F'oA J `yE GOU/�T(oI�1 )vc�'Ec ► �o� 1A 1Z-1( -k& V-ol5s [� F'4►�- FiN�� IIJSp�rlo� Q PPI�OV E1� 0/3TC DiSAPP)�ovED FINAL APPROVAL Dare- bs��T vorC4. 2-2f-�� APrr�0v,N6 APPS W I&I6 � � iHo1�► �/ f Health ,....,r..;ci ver,Mass SUBSURFACE DISPOSAL DESIGN CHECK 'SS.'. APPROVED DATEf Provided: V DISAPPROVED DATE, Reasons: LOT # I-IV;,AJr i�-E �( Title V leg 2.5 Reg .6-_ teg 10.2 teg 10.4b) FAIL CK The submitted plan must show as a minimum: a) the lot to be served-area;dimensions lot #E,abutters b location and log deep observation hoes -distance to ties C location and results percolation tests-e�.stance to ties d design calculations & calculations showi:g required leaching area (e) location and dimensions of system-includ-ng reserve area f) existing and proposed contours (g) location any wet areas within 1001 of as age disposal system or disclaimer -check wetlands mapping (h) surface and subsurface drains within 100 of sewage disposal system or disclaimer (i) location any drainage easements withi 1,01 of stege disposal system or disclaimer -Planning Board L.LleL (j) known sources of water supply within 2001 Lf sewage disposal b system or disclaimer . (k) location of any proposed well to serve lot -1001 from leaching facility (1) location of water lines on property -101 from leaching facility (m) location of benchmark (n) driveways (o) garbage disposals (p) no PVC to be used in construction (q) profile of system -elevations of basement, plumb, pipe, septic tank, distribution box inlets and outlets, .distribution field piping and other elevations (r) maximum ground water elevation in area sewage disposal system (s) plan must be.prepared by a Professional Engineer or other professional authorized by law to prepare such plans Septic Tanks - (a) capac t es- 50% of flow, water table, teas, depth of tees, access, pumping (b) cleanout (c) lot from cellar wall or inground swi mdnr pool (d) .251. from subsurface drains Distribution Boxes (a) slope gre—a-t-e-FIEW 0.08 SUM � O.VUMBER THE COMMONWEALTH OF MASSACHUSETTS FEE 4, ... of: ........ .. .............. This is to Certify tl iat . tib ........ ........... ..................................... NAME ; ................................. ................................................................... ADDRESS "For ..... IS HEREBYGRANTED A LICENSE 4 �1. F. Ji,*,,`**7� ---- * ... *— .... —* ........ * ...................................................... . ............. ...................................... ................ . ........ .... � ........................................ ....... �-X ........... ........ .................................... 0 .............. ...................................... ..................................................... ........... 7- .......................................... ........... ........................................................ ...................... This license is granted in conformity with the Statutes ..... ...... i' "L and ordinances relating thercto,-and expires, ........................................... 7 ......-• 7- ......... unless sooner suspended or revoked. k '-1e ........................................................................................ ............................................................ ... ....... ,VX 19 ............ 7' . ........... ... ------ ...... ................. FORM ¢33............... 33 HOBBS& .. ... ...... ..... ................................................ .................... WARREN. INC... ........... ....... ......... Town of Noa•eh Andover, Has s. , ^erni APPLICATION FOR WELL & PUMP • PERMIT Applicatrionr� -- -'. i s heeby made for permit, to drill a weI l ( ) Appl i caCf�onFl-int mace to Ingtall (_) a•; pump systeri Location: Address �,. l/lJ:��S Co•� Lot• # = Owner Addressl1�— Tel. ..:'.'y,k ...Well Cont .� (j/�'� � ��, r cLor_ �%l � ddress:,r ��cI - 'lump ContrAct'orf d !-J��ZAddress G1%_►�,,1L�,,1 .,rL'.. CONT -- -- -- ...+........�.:� R 1;, -'rn _ (To tnpl;eted at' :t'ime of °pum�t'esL -.,-_._-Type of 110-11 --------we1.1 used for _ A. is 1�•,1 �iar..et�r cf C,'e11_ _ Size of. Ca J:ept:1 of Ted Rock -! -' _Dclita� 'c.�:: i. til; - iti't o red ock s eel- tested? Ye ?� ' :,: s ,(✓) No . (—) Ij.3t:� of ToSti.l g �� �' ?:� �-� .1 R7 Den, of W11 _ I C1. I r6ded i'n '));11: 1.1") er_i a 1 ±; ,•, t'.z to '; Ler _— / - - -- ;J)el i.v�rs.. 1 �a1. s . Per IMin. 'for 4P.} _kuru f.eet_ atter puinpinS lic»>rs aC _GPM ^.stn of Corp 1.et:ion- . 0C S.i n,3 Cure IT '"C ntractord a PUMP IZSIFTALLrR;To be, fill ed -in before i.nscp 'l;it:i on) = ,�y� i A: Nairne i u„p ;m _ -----� �_.. (�-Pt.p Type -Used '.'pater '.'ump^el fivers : GPM Sire of T'ink� -t ✓ ��� .� .; ; �; - IJ,ed in t el.l: Cast Troll ( ) C;�1.�r,ni ;.ed ( ) Plastic *-it( ) or Pi.tl.ess Adapter s sleeveusedto protect j)i.pe? .Yes (_) 1�0 L4,Typ! or ''ell Seal Ti t6, , -•.i:.':.:..•Si'::•i'i:,.4n:!)t1!'.cin'i:.Sl:'.a:.'.t'�cir:.i.'.'..:': 1'i t::......... ...'.t:...............a): iiU,• ..li%�If ,:Nli ' bate !'atP-Tanalysis - eport- submitted to Board of- Health Date release-given to owner of record & 1!1 elf, Tnsp �' °.