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HomeMy WebLinkAboutMiscellaneous - 12 MASSACHUSETTS AVENUE 4/30/2018 (2) 12 MASSACHUSETTS AVENUE -- �, 210/002.0-0003-0000.0 'I f 1. n C One Cambridge Place,50 Hampshire Street Cambridge,Massachusetts 02139 tel: 617 452-6000 fax: 617 452-8000 September 30,2003 r OCT Ms.Sandra Starr Director North Andover Board of Health 27 Charles Street North Andover,Massachusetts 01845 Subject: obil Service Station 11639 (formerly 01-389) 12 Massachusetts Avenue North Andove _ r,Massachusetts RTN 3-3246 and 3-21527 Dear Ms. Starr:, This letter will serve as notice as required by 310 CMR 40.1403 that a Response Action Outcome (RAO) Statement above referenced site was submitted to the Massachusetts Department of Environmental Protection(MADEP) on September 30,2003. For information regarding obtaining a copy of these reports,please contact Erika Lund at Camp Dresser&McKee Inc.,50 Hampshire Street,Cambridge,Massachusetts 02139. If you have any questions,please contact the undersigned at(617)452-6273. Very trulyQ your r-s., Erika L. Lund Project Manager Camp Dresser &McKee Inc. cc: Kevin Molloy,CDM Elizabeth Zinkevicz,Mobil MADEP-Northeast Regional Office \\camsvr93\prv\ExxonMobil\N.Andover 11639\Letters\01_389_RAO_BOH.doc consulting•engineering•construction•operations NOTICE OF AN ACTIVITY AND USE LIMITATION Mobil Station 11639(01-389) 12 Massachusetts Avenue North Andover,MA 01845 RTN:3-21527 Pursuant to the Massachusetts Contingency Plan(310 CMR 40.1073), a Notice of Activity and Use Limitation on the above disposal site has been registered with the Essex County Registry of Deeds,Northern District,on August 21,2003. The Notice of Activity and Use Limitation will limit the following site activities and uses on the above property: • Use of the property as a residence,school(with the exception of adult education),daycare, nursery,recreational area(such as park or athletic fields)and/or any other use at which a child's presence is likely; • Any activity including,but not limited to,excavation which is likely to disturb soil located greater than 8 feet below ground surface,Elevation 29.00 feet,associated with underground utility and/or construction work,with prior development and implementation of a Soil Management Plan and a Health and Safety Plan; • Any activity which is likely to disturb soil locate at greater than 8 feet below ground surface, Elevation 29.00 feet,for a period greater than 3 months,unless such an activity is first evaluated by a Licensed Site Professional(LSP)who renders an Opinion stating that such activity is consistent with maintaining a condition of No Significant Risk;and • Relocation of soil located at greater than 8 feet below ground surface,Elevation 29.00 feet, unless such relocation is first evaluation by an LSP who renders and Opinion stating that such relocation is consistent with maintaining a condition of No Significant Risk. Any person interested in obtaining additional information or reviewing the Notice of Activity and Use Limitation and the disposal site file may contact: Erika Lund,Project Manager,Camp Dresser and McKee Inc,50 Hampshire Street,Cambridge,MA 02139 or at 617-452-6273. NI SEP 2 -1210 013 U BOARD OF APPEALS CDM One Cambridge Place,50 Hampshire Street Cambridge,Massachusetts 02139 tel: 617 452-6000 fax: 617 452-8000 August 29, 2003 SEP 2 200j PLANK,N(3 u AI J kJ? Mr.J. Justin Woods tv�ET Director Planning Department 27 Charles Street North Andover,Massachusetts 01845 Subject: Activity and Use Limitation Mobil Service Station 11639 (formerly 01-389) 12 Massachusetts Avenue North Andover,Massachusetts RTN 3-21527 Dear Mr. Woods: This letter is provided to fulfill the public involvement provisions of the Massachusetts Contingency Plan(MCP)for the above referenced site. The purpose of this letter is to inform you, on behalf of Mobil Business Resources Corporation,that an Activity and Use Limitation (AUL) for Mobil Station was registered with the Essex County Registry of Deeds,Northern District in Lawrence,Massachusetts on August 21,2003,and submitted to the Massachusetts Department of Environmental Protection(MADEP) on August 29,2003. The AUL is filed with the MADEP Northeast Regional Office. In addition to notifying the Board of Health,Selectmen,Zoning,and Planning,per 310 CMR 40.1403(7),the required legal notice will be posted in the Eagle Tribune on September 3,2003. A copy of the AUL and the legal notice,prepared in the form established by the MADEP,are enclosed. If you have any questions regarding this matter,please contact me at(617) 452-6273. Very truly yours, Erika L. Lund Project Manager Camp Dresser&McKee Inc. cc: Kevin Molloy,CDM Elizabeth Zinkevicz,Mobil MADEP-Northeast Regional Office - C:1JobsNobiAN Andover 01-389101-389 A0001-389 AUL PI Letters\01-389_AUL_planning.doc consulting•engineering•construction•operations NOTICE OF AN ACTIVITY AND USE LIMITATION �eO Mobil Station 11639(01-389) P Q 12 Massachusetts Avenue 2005 North Andover,MA 01845 NO RTN:3-21527 R�NN piipfl fiv,511 Pursuant to the Massachusetts Contingency Plan(310 CMR 40.1073), a Notice of Activity and Use Limitation on the above disposal site has been registered with the Essex County Registry of Deeds,Northern District,on August 21,2003. The Notice of Activity and Use Limitation will limit the following site activities and uses on the above property: • Use of the property as a residence,school(with the exception of adult education),daycare, nursery,recreational area(such as park or athletic fields)and/or any other use at which a child's presence is likely; • Any activity including,but not limited to,excavation which is likely to disturb soil located greater than 8 feet below ground surface,Elevation 29.00 feet,associated with underground utility and/or construction work,with prior development and implementation of a Soil Management Plan and a Health and Safety Plan; • Any activity which is likely to disturb soil locate at greater than 8 feet below ground surface, Elevation 29.00 feet,for a period greater than 3 months,unless such an activity is first evaluated by a Licensed Site Professional(LSP)who renders an Opinion stating that such activity is consistent with maintaining a condition of No Significant Risk;and • Relocation of soil located at greater than 8 feet below ground surface,Elevation 29.00 feet, unless such relocation is first evaluation by an LSP who renders and Opinion stating that such relocation is consistent with maintaining a condition of No Significant Risk. Any person interested in obtaining additional information or reviewing the Notice of Activity and Use Limitation and the disposal site file may contact: Erika Lund,Project Manager,Camp Dresser and McKee Inc,50 Hampshire Street,Cambridge,MA 02139 or at 617-452-6273. Massachusetts Department of Environmental Protection BWSC-113 Bureau of Waste Site Cleanup Release Tracking Number ACTIVITY& USE LIMITATION (AUL)TRANSMITTAL FORM Pursuant to 310 CMR 40.1056 and 40.1070-40.1084(Subpart J) [A E527 A. LOCATION OF DISPOSAL SITE AND PROPERTY SUBJECT TO AUL: Disposal Site Name: Mobil Station 11639 (formerly 01-389) Street: 12 Massachusetts Avenue Location City/Town: North Andover ZIP Code: 01845 or I 4k p m Address of property subject to AUL,if different than above. Street: V City/Town: ZIP Code: O Check here if this Disposal Site is Tier Classified. p� /O� /Y l� If the Disposal Site subject to the AUL is also subject to a Tier 1 Permit,provide the Permit Number: Related Release Tracking Numbers affected by this AUL: 3-3246 B. THIS FORM IS BEING USED TO: (check one) 2 Submit a certified copy of a Notice of Activity and Use Limitation,pursuant to 310 CMR 40.1074(complete all sections of this form). ❑ Submit a certified copy of an Amended Notice of Activity and Use Limitation,pursuant to 310 CMR 40.1081(4) (complete all sections ofthisform). Submit a certified copy of a Termination of a Notice of Activity and Use Limitation,pursuant to 310 CMR 40.1083(3) (complete all sections of this form). Submit a certified copy of a Grant of Environmental Restriction,pursuant to 310 CMR 40.1071,(complete all sections of this form). r�•f} Submit a certified copy of an Amendment of Environmental Restriction,pursuant to 310 CMR 40.1081(3)(complete all sections of this form). I Submit a certified copy of a Release of Environmental Restriction,pursuant to 310 CMR 40.1083(2)(complete all sections of this form). L! You must attach all supporting documentation for the use of form indicated,including copies of any Legal Notices and Notices to Public Officials required by 310 CMR 40.1400. C. AUL INFORMATION: Date AUL was recorded and/or registered with Registry of Deeds and/or Land Registration Office: A L4 LAs} 21. 003 ESSeh county pq'�stry of Dtcdi R Name of Registry of Deeds and/or Land Registration Office where AUL was recorded and/or registered: tS o rthe.(n Ds S tri C� lu+ Book and Page Number and/or Document Number of recorded and/or registered AUL: 100LVmCrrl l iumbe,t L)5 i 5tP5 D. PERSON SUBMITTING AUL TRANSMITTAL FORM: Name of Organization: ExxonMobil Oil Corp Name of Contact: David J. Fisher Title: Real Estate Alliance Manaaer n Street: 3225 Gallows Road, 5W907 ILJI City/Town: Fairfax State: VA ZIP Code: 22037 ,y Telephone 703-846-4516 Ext.: FAX:(optional) lyr�'I E. OWNER OF PROPERTY.IF NOT PERSON SUBMITTING AUL TRANSMITTAL FORM: Provide a mailing address for the owner of the property if that person is not submitting the AUL Transmittal Form. Provide addresses for additional owners on an attachment. Name of Organization: Name of Contact: Title: n Street: 14J1 City/Town: State: ZIP Code: Telephone Ext.: FAX:(optional) Revised 5/8/95 Do Not Alter This Form Page 1 of 2 Massachusetts Department of Environmental Protection BWSC-113 Bureau of Waste Site Cleanup Release Tracking Number ACTIVITY& USE LIMITATION (AUL)TRANSMITTAL FORM a Pursuant to 310 CMR 40.1056 and 40.1070-40.1084(Subpart J) 3 - 21527 F. RELATIONSHIP TO DISPOSAL SITE OF PERSON SUBMITTING AUL TRANSMITTAL FORM: (check one) W RP or PRP Specify: 9 Owner 0 Operator 0 Generator Q Transporter Other RP or PRP: lLJ' r] Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21E,s.2) r] Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) Any Other Person Submitting AUL Specify Relationship: G. CERTIFICATION OF PERSON SUBMITTING AUL TRANSMITTAL FORM: David J. Fisher i, ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that, based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii)that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,in ding but not limited to,possible fines and imprisonment,for willfuliv submitting false,inaccurate,or incomplete By: Title: Real Estate Alliance Manager (1 (signature) xonMobil Oil Corp / Juy For: Date: (print name of person or entity recorded in Section D) Enter address of person providing certification,if different from address recorded in Section Street: City/Town: State: ZIP Code: Telephone Ext.: FAX:(optional) YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF p YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE AND YOU MAY INCUR ADDITIONAL COMPLIANCE FEES. D D fl D D Revised 5/8/95 Do Not Alter This Form Page 2 of 2 D Form 1075 310 CMR 40.1099 . Form 1075 NOTICE OF ACTIVITY AND USE LIMITATION. M.G.L. c. 21E, § 6 and 310 CMR 40.0000 Disposal Site Name: Mobil Station 11639 (formerly 01-389) 12 Massachusetts Avenue North Andover,MA 01845 i DEP Release Tracking No.(s): 3-21527 This Notice of Activity and Use Limitation("Notice") is made as of this 11A day of 2003, by ExxonMobil Oil Corp together with its successors and assigns (collectively "Owner"). WITNESSETH: WHEREAS, ExxonMobil Oil Corp is the owner(s) in fee simple of that certain parcel of land located in North Andover, Essex County,Massachusetts with the buildings and m (� improvements thereon,pursuant to a deed recorded with the Essex County Registry of Dee Q in Book 1079,Page 383; WHEREAS, said parcel of land,which is more particularly bounded and described it 4Q Exhibit A, attached hereto and made a art hereof("Property")is subject t -< p ( p rty ) � o flus Notice off© -� Activity and Use Limitation. The Property is shown on a plan recorded in the Essex Co N Registry of Deeds in Plan 4669. M Q Crw U WHEREAS,the Property comprises all 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 Property subject to this Notice of Activity and Use Limitation to the boundaries of said o disposal site existing within the limits of the Property and to the extent such boundaries have u' been established. Exhibit B is attached hereto and made a part hereof, and ui Cr WHEREAS, one or more response actions have been selected for the Disposal Site in c n 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(b)the restriction of certain activities occurring in, on,through, over or under the Property. The basis for such restrictions is set forth in an Activity and Use Limitation Opinion("AUL Opinion"), dated W,, 29 ,2003 (which is attached hereto as Exhibit C and made a part hereof); NOW, THEREFORE, notice is hereby given that the activity and use limitations set forth in said AUL Opinion are as follows: The language in these forms are part of promulgated regulations and cannot be modified in any way unless so noted (within brackets) in the form itself. Form 1075 310 CMR 40.1099 1. Activities and Uses Consistent with 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 Property: (i) Commercial and/or industrial uses and activities associated therewith, including,but not limited to,pedestrian and/or vehicular traffic, landscaping and routine maintenance of landscaped areas, which do not cause and/or result in the disturbance and/or relocation of soil located greater than 8 feet below ground surface, Elevation 29.00 feet,North American Datum 1983 (NAD83); (ii) Short-term(three months or less) underground utility and/or construction activities including but not limited to, excavation (including emergency repair of underground utility lines),which are likely to disturb soil located greater than 8 feet below ground surface, provided that such activities are conducted in accordance with Obligations/Condition(1)and (11) in Section 3 of this Activity and Use Limitation Opinion("Opinion"),the soil management procedures of the Massachusetts Contingency Plan (MCP) cite at 310 CMR 40.0030, and all applicable worker health and safety practices pursuant to 310 CMR 40.0018; (iii)) Su ch other activities or uses.which, in the Opinion of an 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; and (iv) Such other activities and uses not identified in Paragraph 2 as being Activities and Uses Inconsistent with the AUL. 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 Limitation, and which,if implemented at 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) Use of the property as a residence, school (with the exception of adult education), Ddaycare,nursery,recreational area(such as park or athletic fields) and/or any other use at which a child's present is likely; (ii) Any activity including, but not limited to, excavation which is likely to disturb soil located greater than 8 feet below ground surface, Elevation 29.00 feet, associated with underground utility and/or construction work,with prior development and implementation of a Soil Management Plan and a Health and Safety Plan in accordance with Obligation(i) and (ii) of Paragraph 3 of this Opinion; a (iii) Any activity which is likely to disturb soil located greater than 8 feet below ground surface, Elevation 29.00 feet, for a period greater than 3 months,unless such an activity is first evaluated by an LSP who renders and Opinion stating that such activity is consistent with maintaining a condition of No Significant Risk and that such activity is conducted in The language in these forms are part of promulgated regulations and cannot be modified in any way a unless so noted (within brackets) in the form itself. Form 1015 310 CMR 40.1099 accordance with Obligations(i) and (ii)of Paragraph 3 of this Opinion; and (iv) Relocation of soil located greater than 8 feet below ground surface, Elevation 29.00 feet, unless such relocation is first evaluation by an LSP who renders and Opinion stating that such relocation is consistent with maintaining a condition of No Significant Risk. 3. Obligations _ and Conditions Set Forth in the AUL Opinion. If applicable, obligations and/or conditions to be undertaken and/or maintained at the Property to maintain a condition of No Significant Risk as set forth in the AUL Opinion shall include the following: (i) A Soil Management Plan("Plan") must be prepared by an LSP prior to the commencement of an activity that is likely to disturb soil located greater than 8 feet below ground surface. The Plan should describe appropriate soil management, characterization, storage, transport, and disposal,procedures in Workers who may come in contact with the soil should be appropriately trained on the requirements of the Plan, and the Plan must remain available on-site throughout the course of the project; tJ (ii) A Health and Safety Plan("Plan") must be prepared and implemented prior to the commencement of an activity that may result in the disturbance of soil located greater than 8 feet below ground surface. The Plan should be prepared by a Certified Industrial Hygienist or other qualified individual appropriately trained in worker health and safety procedures and requirements. The Plan should specify the type of personal protection, engineering controls, and environmental monitoring necessary to prevent worker and other potential receptor exposures to soil through ingestion, dermal contact, and inhalation. Workers who may come in contact with the soil should be appropriately trained on the requirements of the Plan, and the Plan must remain available on-site throughout the course of the project; and (iii) The soil located greater than 8 feet below ground surface, Elevation 29.00 feet,must remain at depth and may not be relocated,unless such activity is first evaluated by an LSP who renders an Opinion which states that such activity poses no greater risk of harm to health, safety,public welfare, or the environment and ensure that a condition of No Significant Risk is maintained. 4. Proposed Changes in Activities and Uses. Any proposed changes in activities and uses at the Property which may result in higher levels of exposure to oil and/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 The language in these forms are part of promulgated regulations and cannot be modified in any way unless so noted (within brackets) in the form itself. Form 1075 310 CMR 40.1099 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 Property subject to this Notice at the time that the activities,uses and/or exposures change, shall comply with the L► requirements set forth in 310 CMR 40.0020. 6. Incorporation Into Deeds,Mortgages, Leases, and Instruments of Transfer. This Notice shall be incorporated either in full or by reference into all future deeds, easements, mortgages, leases, licenses,occupancy agreements or any other instrument of transfer, whereby an interest in and/or a right to use 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). �j WITNESS the execution hereof under seal this day of ��f�1�� , 2003. OWNER: ExxonMobil Oil Corp BY: JIDd J. Fisher Estate Alliance Manager COMMONWEALTH OF MASSACHUSETTS Essex, ss Date: .2003 Then personally appeared the above-named D L/ FIS/-IEA', and acknowledged the foregoing instrument to be [his][her] free act and deed before me, Notary Public: My Commission Expires: /a2/;/lo 5/ The language in these forms are part of promulgated regulations and cannot be modified in any way unless so noted (within brackets) in the form itself. Form 1075 310 CMR 40.1099 i The undersigned LSP hereby certifies that he executed the aforesaid Activity and Use Limitation Opinion attached hereto as Exhibit C and made a part hereof and that in his Opinion this Notice of Activity and Use Limitation is consistent with the terms set forth in said Activity and Use Limitation Opinion. Date: William R. Swanson [LSP SE OF y wiLL NA G R. MAW. N CP R&r. 1 0 COMMONWEALTH OF MASSACHUSETTS Essex, ss Date: DD Then personally appeared the above named and acknowledged the foregoing instrument to be [his][her] free act and deed before me, n U Nota ryPublic: Janet M. C to no My Commission Expires: ` J Upon recording,return to: +� Beth E. Zinkevicz Remediation Territory Manager US Retail Projects Everett, MA 02149 Phone: 617-381-2851 The language in these forms are part of promulgated regulations and cannot be modified in any way unless so noted (within brackets) in the form itself. CERTIFICATE This is to certify that the a#=bed G y-vftlse Incumbent Power of Attorney, dated May f a certified co of the original executed attested, 19,2003;is a true and reproduced copy o copy g sealed and acknowledged Incumbent Power of Attorney instrument which is on file in the Law Department of ExxonMobil Oil Corporation(formerly known as Mobil Oil Corporation)in Fairfax,Virginia;that on July 14, 2003 is the (check one) ❑ Vice President ❑ Engineer/Maintenance &Repair Manager ❑ Maintenance&Repair Program Manager ❑ Construction Project Coordinator ❑ Network Planning/Real Estate Manager PK Real Estate Alliance Coordinator ❑ Field Real Estate Coordinator ❑ Real Estate Specialist of ExxonMobil Oil Corporation; that said Incumbent Power of Attorney is in effect on said date 0; and that the execution and delivery of Special Warranty Deed is authorized by said Incumbent m>� Power of Attorney. ,'M� Executed this 14th day of July, 2003. ,E2 C..) EXXONMOBIL OIL CORPORATION, a New York corporation ,Corporate Seal) By: Assi Secretary Assi4s a II ,n THE COMMONWEALTH OF VIRGINIA: to-wit:- t a` . COUNTY OF FAIRFAX: BEFORE ME, the undersigned authority, on this day personally appeared nJ FI 5HEX , known to me to be the person whose name is subscribed on the foregoing instrument as Assistant Secretary for EXXONMOBIL OIL CORPORATION, and acknowledged to me that he executed the same for the purposes and consideration therein expressed, in the capacity therein stated and as the act and deed of said Corporation. DER MY HAND AND SEAL OF OFFICE this v of GIVEN UN , 2003. Notary Public 0 My commission expires: II � i INCUMBENT POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: THAT EXXONMOBIL OIL CORPORATION,.•a New York corporation, having an office in Fairfax, Virginia, acting by and through H.R. Cramer, as Vice President of ExxonMobil Oil Corporation(hereinafter called"Company"),does hereby nominate,constitute, and appoint each incumbent of the following positions in Exxon Mobil Corporation: Asset Management Manager Engineer/Maintenance&Repair Manager Maintenance&Repair Program Manager Construction Project Coordinator Implementation Planning Analyst f Maintenance&Repair Field Manager 114---►►► Real Estate Alliance Coordinator . Field Real Estate Coordinator Real Estate Specialist As its true and lawful Agent and Attorney-in-Fact to execute and deliver for and in the name and on 9half of ExxonMobil Oil Corporation, and in connection with the business and affairs of said Comjany,o instruments and documents of any and every nature, including, but not by way of limitation, inst ents, pledging the credit of ExxonMobil Oil Corporation, bonds of indemnity, other indemnities, gu4oies,G-) affidavits, permits, licenses, applications for permits and licenses, other governmental documents„ ids,ry g collective bargaining agreements, other contracts, deeds of conveyance, encumbrances, leases, .r16ses,— discharges of mortgages or deeds of trust, assignments,transfers of leasehold estates and/or other in;j9ts in-0 real and/or personal property, Certificates of Capital Improvement, and similar instruments or do^�; nts,N and any other instrument or document as may be required or desired in the conduct of the business ( said' Company, in connection with the acquisition, sale, development, maintenance, repair, and/or construc§�n of�- retail and service station outlets or additions, modifications or enhancements thereto. Each incumbent of each said position in said Company may exercise the power and authority herein granted, delegated and invested, in any particular and appropriate transaction or matter, either as an Attorney-in-Fact l� of ExxonMobil Oil Corporation or as an official of said Company. Any action taken as authorized under this Incumbbnt Power of Attorney shall be an act of ExxonMobil Oil Corporation and binding upon it. cn The power and authority conferred herein to execute and deliver instruments may not be delegated. cy- Certificates of Incumbency evidencing authority relating to particular transactions or maters may be issued by the Secretary or any Assistant Secretary of ExxonMobil Oil Corporation and may be relied upon by third parties dealing with ExxonMobil Oil Corporation or with said Company. Such Certificates shall certify that, on the dates set out therein,the individual named therein was an incumbent of said position in said Q I/olc/fuels marketing/dmmorris/EngandR.E-EMOCIPOA-May2003 r, ExxonMobil Oil Corporation Power of Attorney Page Two I-J Company; that the execution and delivery b such person of particular instruments or documents was rY Y authorized by this Incumbent Power of Attorney; and that this Incumbent Power of Attorney was in effect at the time of such execution and delivery. This Incumbent Power of Attorney replaces the following Powers of Attorney: P/A# 02769, dated November 4,2002, and P/A#02675,dated July 20,2001. This Incumbent Power of Attorney is effective immediately and shall continue through May 19,2006. APPROVED AND EXECUTED THIS day of May,2003. (Corporate Seal): EXXONMOBIL OIL CORPORATION ATTEST: By —)40��� H.R. Cramer– Vice President S.Thomassen Assistant Secretary United States of America } Commonwealth of Virginia } County of Fairfax } This instrument was acknowledged before me on May , 2003, by H. R. Cramer, Vice President of ExxonMobil Oil Corporation,a New York corporation,on behalf of said corporation. Notary Public-Do M.Morris My commission expires: 4/30/2007 M. DOROTHY M. MORRIS o0 9N NOTARY PUBLIC (Notary Seal): NOTARY a COMMONWEALTH PUBLIC ? OF VIRGINIA MY COMMISSION EXPIRES A LT"OF APRIL 30,2007 CID I/oldfuels marketing/dmmorris/EngandRE-EMOCIPOA-May2003 D APPENDIX A Metes and Bound Description of the Property � a a nyi BOOX C: I- r' C0.•;.•IONWF.ALTH OF MASSACHUSETTS) as. ,l, xs SUFFOLK COUNTY. ) ?'`'.:'!``Q' ig� 19 6� 1079 Personally appeared. the above-namdd' FxXtea'tFr 'Stockwell PAGE foregoing . rumen who acknowledged the ta 't to �d�the:.free act 3 8 3 _} t and deed of The First National Ban Boston! fora me, Lid , Y _� A k otax3►'';E liar 1i1CHMD A C.Gj1T�Ite•+9 Publk u t)ck s.3968 ri t yryeommTu"'6� r r. Esaex,ss. hecorded Apr. 11; 1967. Btti.ir�b?�,}P� 3P.lti.s, ., 2k5 :x 9 s 1 F 1:4, Vq �flr!a R Union Oil Compare of Boston s, a corporation duly establlhed under the laws of f r MazAa0hyi Ota and having its usual place of business at Re vere :rL Massa sats, for anuideration.paid, r. gfantsto Reproco, Inc., a corporation duly Oggahlztdi:under law with a principal place of business in Bartl*3,yV. Xt.a,�Okh ima :ar 7CX with qululiahn flip us its ..Y�, t I it'bCIPtl0f1 sad lM9nbC,u0C, It.Or] =` the land in said North Andover, situated on the northerly side of Massachusetts Avenue, more particularly bounded and described as F follows: ?: Beginning at the southeasterly corner of a concrete bridge spanning the Shawsheen River at the line dividing the city of Lawrence and the Town of North Andover, thence running South 57008124" East 171.79 feet by the northerly line of Massachusetts Avenue to a pipe at.land ^' of Robert J. and Lorraine M. White, said pipe being 345 feet north- westerly from a atone monument marking'the intersection of the said northerly line of Massachusetts Avenue and -the northerly line of Perry Street; thence turning and running North 32051136" Eas 4 ;,eetyl�„e mere o les b� red oP ai d �ot�grt- J, and Lorraine M. Wh1ta, ��t `1e16yi'�ste 3 'lie"8h`adrshes7t River, said line being the dividing :y line between the City of Lawrence and the Town of North Andover; thence westerly and southerly by said southerly line of the Shawsheen River and the dividing line. between the City of Lawrence and the Town w ; of North Andover, 272 feet; more or leas to the southeasterly corner `r of said concrete bridge and point of beginning. ' Containing 21,600 square feet, more or less, and for amore particular description reference is hereby made to a plan entitled "Plan of Land. in North Andover, Masa., owned by- John J. CahJl", August,1962. Brasseur Associates, Haverhill, Massachusetts; corded k 3n the North District Essex Registry of Deeds. Being the same promises conveyed to the Grantor and recorded in s` said Deeds, Book 975, page 398. T' Grantee hereby assumes as of February 1, 1967, the payment of - a promissory note in the;°original principal amount of $67,500.00 payable to Betty Stations, Inc. secured by a mortgage recorded in Essex North Registry of Deeds, Book 1001, page 402. �Na ' D r _ i APPENDIX B Recordable or Registerable Survey Plan of the Property a a 0 i D E3IT C Activity and U,se Limitation �J a EXHIBIT C ACTIVITY AND t:TSE:LI'MIT.P TIO 1�4-6PINION:. Q In accordance with the requirements of 314 CMR 40.1074,this Activity and Use Limitation Opinion has been prepared forthe Mobil Station 11639(formerly 01-389) located at 12 Massachusetts Avenue in North Andover;Essex County;Massachusetts. This'Opinion,provides'a brief description and history of the site: In addition,the permitted activities and uses at the site as derived from a Wthod'3 Risk Assessment considering both current and future risk,as well as the associated obligations and conditions,are discussed. j 1.0 Site Description The Mobil5tation is located on a 21,600 square foot property in a commercially zoned area of North Andover. A site locus plan is included as Figure 1. The-site-currently consists of four dispenser islands and a one-story concrete block building,which houses a convenience store. There are two entrances to the property on the south side site on Massachusetts Avenue. Currently,there are gasoline underground storage tanks (UST)located on the southeast portion of the site and one used oil UST. The majority of the site is paved,with landscaped areas along:the.southern,western,and eastern portions of the site. The land area located to the north/northeast-of the station building is covered with gravel. The station is served by underground natural gas,telephone lines andmurucipal water and sanitary sewer,and overhead electric lines. There is one storm/sewer catch basin located downgradient of the site,on Massachusetts Avenue. 2.0 Site History According.to the North Andover Town Clerk's office,Mr.John Cahill owned the property from 1943 to 1962. In 1962,the site was purchased by Union011 Company and operated as an active gasoline/diesel fuel station: Mobil-purchased'tl e-site from Union Oil Company in 1967 and continued its operation as an active fuel station. The Town of North Andover records indicate that as of 1962,the site was pormitted to store up to 16,000 gallons of gasoline underground. In 1973,the permit was upgraded to n allow storage of an additional 4,000 gallons of gasoline. �-+ Im1983,three gasoline underground storage tanks (UST)were installed. In`5eptember 1990, one 550-gallon steel used oil UST and one 550-gallon steel-fuel oil UST were removed from the site. At this time,a new 1;000-gallon fiberglass used oil tank was installed. During the construction activities,the gasoline USTs on-site at that time were replaced with the current USTs (one 10,000-gallon,one 8,000-gallon,and 6,000-gallon tank). L� k��,l�` / ti;.,,, _ ::p {7S t4 — ���-�Fy •14 ; ` 1s i f •il sti- t�;1�(,J�`}�y/�� ti (' Ci Sttto ridge .a y •13M 1 Y' (( jS _ a sem' � � 3.. t r. y,y it •'+ iti Mobil Station � �p611M~' , rI •! � r Y��i ,� v x t � `'' c� '. e 3 r--y NPAF t i emorial 4 n, Park N t IC N ARM Figgure 1-1 Site LOCUS Map Mobil Station 11639(formerlyD1-389) 12 Massachusetts Avenue 500 0 500 1000 1500 2000 Feet N.Andover, MA 01845 ~' SCALE 1:15000 �� _a ov o _an er r D _an aver"apr In April, 1990,a subsurface investigation was conducted Y PP b Applied Geos stems. g Y During this investigation,one 550-gallon waste oil UST and one 550-gallon fuel oil UST were excavated from the property. Soil samples were collected from the location of the a tank pits and contained detectable levels of total petroleum hydrocarbons (TPH). The condition was reported to the Massachusetts Department of Environmental Protection a (MADEP) and in response,the site was listed as a Confirmed Disposal Site on July 15, 1990,and assigned site number 3-3246. On April 15,1993,a Waiver of Approvals was granted to Mobil by the MADEP for the site. Upon Mobil's acceptance of the Waiver of DApprovals,and the site was classified as a'Pier H site. This classification became effective on April 15,1993. The waiver expired on April 15,1998,and Tier II extension n requests have been submitted annually to the MADEP since that time. In October 1996,Mobil rebuilt the station,which included the installation of a new foundation for the service station building and closure of a.Metropolitan District Commission(MDC) trap. In February 2002,after a thorough review of the project files,CDM discovered that during previous drilling activities conducted by Groundwater and Environmental Services, Inc. (GES) on June 5,2000,there were concentrations in exceedence of RCS-2 standards for Polynuclear Hydrocarbons (PAHs) in the soil samples collected. CDM reported this condition to the MADEP. On April 2,2002,the MADEP issued a Notice of Responsibility to Mobil and assigned RTN 3-21527 to the site for this release. 3.0 Site Investigations In September 1990, IT completed a Phase I Limited Investigation. During this investigation,petroleum impacted soil was encountered in the tank pit of the excavated USTs. IT subsequently supervised the installation of three groundwater-monitoring wells (OW-1,OW-2,and OW-3). During the investigation,two existing monitoring wells (MW-1 and MW-2)were encountered on the site. Groundwater samples have been collected from wells OW-1,OW-2,OW-3,MW-1,and MW-2(Figure 2) and the asamples have been analyzed for volatile petroleum hydrocarbons (VPH) since 1990. In January 1995,five Geoprobe borings (GP-1 through GP-5)were advanced at the site D (Figure 2). Soil samples were collected and analyzed for petroleum constituents. In the fall of 1996,the Mobil Station was renovated. During the reconstruction activities,a new building foundation was installed and a Metropolitan District Commission(MDC) n grease trap,a fuel oil UST,and a used oil UST were closed. Soil samples collected from Uthe excavation for the new foundation and the MDC were screened using a photoionization detector (PID). PID readings were below instrument detection limits of 1 ppm, therefore,no samples were submitted to the laboratory for analysis. a Approximately 60 cubic yards of soil associated with the excavation,installation of all monitoring wells,and the removal of the MDC grease trap,were removed from the site. Monitoring wells OW-1,OW-2,and MW-2 were destroyed during the station rebuild II, activities. D , D LEGEND N SHAWSHEEN RIVE U ; USED OIL TANK FORMER WASTE OIL TANK FORMER FUEL OIL TANK D DO140 STATION Q UTILITY MANHOLE BUILDING MONITORING WELL FORMER MONITORING WELL s O PUMP ISLAND �,�' -` WOODEN FENCE c�M-SB-su ,' --o---o-� GUARDRAIL fj-S JJJ UTILITY POLE C TSB 3 OW-2 \GES-4 oCDM-S 1 0 -1 S13-4i p SOIL BORING / DM-SBk . oCDM- 4 F s' GES-5� / ll CCDM-�`B SGP-1 DM-S8 � =T - "> �` PROPERTY LINE GES-2� -2a ' k STATIONY BUILDIN GP-2 SB-3CCDM-1 ��� _. \ GP a a \ v / GES-3� SB-1 o NOTES y o WELLS OW-1. OW-2 AND MW-2 WERE � \ / c GP-3 DESTROYED DURING CONSTRUCTION. TANK nELD GES-6 , t COMMERCIAL OFFICE FIGURE DEVELOPED FROM GES. 2001 OW-3 _ &y> BUILDING MERRIMACK VALLEY OIL CORPORATION cP-5 ti+w-i CDM-2 D SGES-8 . SHELL GASOLINE STATION �x a- "GES-7 0 �D 15' 0 30, MOBIL STATION #11639 (FORMERLY 01-389) 12 MASSACHUSETTS AVENUE r NORTH ANDOVER, MASSACHUSETTS SITE PLAN renvfronmentat engineers, scientists, fu's planners, 8 management consultants FIGURE 2 a aIn February 1998,GES supervised the advancement of three soil borings(GES-1, GES-2, and SB-1) (Figure 2). Soil samples were collected from the boreholes and submitted to the laboratory for VPH and extractable petroleum hydrocarbons (EPH) analysis. GES installed groundwater monitoring wells in boreholes GES-1 and GES-2. From January through June 2000,GES initiated Phase II activities and advanced nine a additional soil borings (SB-2,SB-3,SB-4,GES-3 through GES-8) on the site and in Massachusetts Avenue (Figure 2). Monitoring wells were installed in boreholes GES-3 through GES-8. Groundwater sampling and gauging of wells MW-1,OW-3,GES-1 through GES-8 have been conducted at the site since March 1998. The samples have been analyzed for VPH and EPH. aDuring the October 2001 sampling event,groundwater samples collected from wells GES-2,GES-3,and GES-6 were analyzed for lead due to their location in the vicinity of aformer used oil tanks. In April 2002,CDM installed two additional groundwater-monitoring wells (CDM-1 and a CDM-2) on the adjacent property located at 30 Massachusetts Avenue,North Andover (Figure 2). Soil samples were collected from the boreholes,field screened using the PID, and submitted to the laboratory for VPH and EPH analysis. Groundwater samples were a collected from wells CDM-1 and CDM-2 during sampling events in May,August,and November 2002,and February 2003. n In September 2002,CDM submitted the Phase II CSA to the MADEP. This CSA u addressed both RTN 3-3266 and 3-21527. a In December 2002,CDM advanced nine additional soil borings(CDM-SB-3 through CDM-SB-11) on the northern portion of the Mobil property (Figure 2). These borings were advanced and soil samples collected for EPH analysis. This investigation was a conducted to determine the extent of impact from the PAH Upper Concentration Limit (UCL) standard exceedence located in the vicinity of well GES-4. D4.0 Reason for Activity and Use Limitation A Method 3 Risk characterization was completed to characterize human health risks posed by the organic and inorganic materials impacting soil and groundwater samples Q collected during Phase II field investigations. A"hot spot" appeared in the vicinity of well GES-4,as the concentration of benzo(b)fluoranthene detected at this location at a a depth of 10 to 12 feet below ground surface was in exceedence of the UCL established by the MADEP. Recent investigations conducted in December 2002 confirmed the presence of PAHs in the subsurface. The most recent field investigation in the vicinity of this well indicated that PAHs do exist in that area,however,the UCL exceedence is an isolated sample. Since the soil in the "hot spot" is located beneath the asphalt pavement and is considered inaccessible,the soil category is considered to be S-3. The risk assessment a Q a aconcluded that a significant risk is associated with the residential scenario for soil in the "hot spot" area. The AUL will be necessary for soils at the site to prevent residential use Qof the property unless the soil is remediated. 5.0 Permitted Activities and Uses i. Commercial and/or industrial uses and activities associated therewith, including,but not limited to,pedestrian and/or vehicular traffic,landscaping and routine maintenance of landscaped areas,which do not cause and/or result in the disturbance and/or relocation of soil located greater than 8 feet below ground surface,Elevation 29.00 feet; aii. Short-term(three months or less)underground utility and/or construction activities including but not limited to,excavation(including emergency repair of n underground utility lines),which are likely to disturb soil located greater than 8 feet Ubelow ground surface,provided that such activities are conducted in accordance with Obligations/Condition(i)and (ii) in Section 7 of this Activity and Use a Limitation Opinion("Opinion'),the soil management procedures of the Massachusetts Contingency Plan (MCP) cite at 310 CMR 40.0030, and all applicable worker health and safety practices pursuant to 310 CMR 40.0018; iii. Activities and uses which are not identified in this Opinion as being inconsistent with maintaining a condition of No Significant Risk; and iv. Such other activities and uses which,in the Opinion of a Licensed Site Professional(LSP),shall present no greater risk of harm to health, safety,public a welfare,or the environment than the activities and uses set forth in Section 5 of this Opinion. 6.0 Activities and Uses Inconsistent with AUL Opinion i. Use of the property as a residence,school(with the exception of adult education), daycare,nursery,recreational area (such as park or athletic fields) and/or any other use at which a child's present is likely; ii. Any activity including,but not limited to,excavation which is likely to disturb soil located greater than 8 feet below ground surface,Elevation 29.00 feet,associated with underground utility and/or construction work,with prior development and implementation of a Soil Management Plan and a Health and Safety Plan in accordance with Obligation(i) and (ii) of Section 7 of this Opinion; iii. Any activity which is likely to disturb soil locate at greater than 8 feet below ground surface,Elevation 29.00 feet,for a period greater than 3 months,unless such an activity is first evaluated by an LSP who renders and Opinion stating that such activity is consistent with maintaining a condition of No Significant Risk and that such activity is conducted in accordance with Obligations (i) and (ii) of Section 7 of this Opinion, a a L.3 iv. Relocation of soil located ateater than 8 feet below elow ground surface,Elevation 29.00 feet,unless such relocation is first evaluation by an LSP who renders and O Opinion stating that such relocation is consistent with maintaining a condition of No Significant Risk. 7.0 Obligations and Conditions Di. A Soil Management Plan("Plan")must be prepared by an LSP prior to the commencement of an activity that is likely to disturb soil located greater than 8 feet below ground surface. The Plan should describe appropriate soil management, characterization,storage,transport,and disposal procedures in Workers who may come in contact with the soil should be appropriately trained on the requirements of n the Plan,and the Plan must remain available on-site throughout the course of the U project; a ii. A Health and Safety Plan("Plan')must be prepared and implemented prior to the commencement of an activity that may result in the disturbance of soil located greater than 8 feet below ground surface, Elevation 29.00 feet. The Plan should be prepared by a Certified Industrial Hygienist or other qualified individual appropriately trained in worker health and safety procedures and requirements. The Plan should specify the type of personal protection,engineering controls, and aenvironmental monitoring necessary to prevent worker and other potential receptor exposures to soil through ingestion, dermal contact,and inhalation. Workers who may come in contact with the soil should be appropriately trained on the U requirements of the Plan,and the Plan must remain available on-site throughout the I course of the project;and Diii. The soil located greater than 8 feet below ground surface,Elevation 29.00 feet, must remain at depth and may not be relocated,unless such activity is first evaluated by an LSP who renders an Opinion which states that such activity poses ano greater risk of harm to health,safety,public welfare,or the environment and ensure that a condition of No Significant Risk is maintained. LSP: William R. Swa on, LSP goy YNiLt.IAiW SWANSO,N DATE: Jr Z d N®,U06 U M �.\ assachusetts Department of Environmental Protection BWSC-114 oBureau.of Waste Site Cleanup ACTIVITY& USE LIMITATION (AUL) OPINION FORM Release Tracking Number Pursuant to 310 CMR 40.1070-40.1084(Subpart J) - 21527 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 A. LOCATION OF DISPOSAL SITE AND PROPERTY SUBJECT TO AUL: Disposal Site Name: Mobil Station 11639 (formerly 01-389) Street: 12 Massachusetts Avenue Location City/Town: North Andover 01845 ZIP Code: Address of property subject to AUL,if different than above. Street: DCity/Town: ZIP Code: B. THIS FORM IS BEING USED TO: (check one) ® 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). Provide 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). O 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 I have personally examined and am familiar with this submittal,including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 n CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and(iii)the provisions of 309 CMR 4.03(5),to the best of my knowledge, I I > if Section B indicates that a Notice of Activity and Use Limitation is being registered and/or recorded,the Activity and Use Limitation that is �I the subject of this submittal(1)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); a > if Section B 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.21E and 310 CMR 40.0000 and(ii)complies with 310 CMR 40.1080(1)and 40.1081(1); > if Section B indicates that a Termination of a Notice of Activity and Use Limitation is being registered andlor 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.21E and 310 CMR 40.0000 and(ii)complies with 310 CMR 40.1083(3)(a); > if Section B indicates that a Grant of Environmental Restriction is being registered andlor 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) O complies with 310 CMR 40.1071(1)(b); > if Section B indicates that an Amendment to a Grant of Environmental Restriction is being registered andlor 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.21E 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.21E 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. El Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s)and/or approval(s) issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. aSECTION C IS CONTINUED ON THE NEXT PAGE. Revised 5/8/95 Do Not Alter This Form Page 1 of 2 D Massachusetts Department of Environmental Protection BWSC-114 .Bureau of Waste Site Cleanup Release Tracking Number ACTIVITY& USE LIMITATION (AUL) OPINION FORM � 3 - Pursuant to 310 CMR 40.1070-40.1084(Subpart J) 21527 DC. LSP OPINION: (continued) William R. Swanson 6406 VSxS OF,, S, LSP Name: : LSP#: Stamp: �� D Telephone 617-452-6274 Ext.: WILLA fv=5 � FAX: 617-452-8274 ! P ANON cy D c9 110.6406 �+ LSP Signature: Date: Z`f O YOU MUST COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY FIND THE DOCUMENT TO BE INCOMPLETE. D D D D D D D D D DRevised 5/8/95 Do Not Alter This Form Page 2 of 2 D consulting engineering•construction operations lu. ®CDM is a registered trademark of Camp Dresser&McKee Inc. Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' Metro Boston/Northeast Regional Office William F. Weld Governor De�ember 21, 1992 Daniel S.Greenbaum Commissioner Board of Health RE NORTH ANDOVER Town Building Mobil Service Sta. #01-389 North Andover, MA 01845 12 Mass Avenue DEP Case No. 3-3246 WAIVER APPLICATION NOTIFICATION Dear Local Official: This letter is to notify you th t the Department of Environmental Protection (DEP) received a "Waiver of Approvals" application for the above referenced disposal site. The application was submitted by Ms. Monique Hawkins, Mobil Oil Corp. , One Technology Park Drive, Westford, MA 01886. The Massachusetts Contingency Plan (310 CMR 40. 00, the "MCP".) establishes procedures for assessing and cleaning up sites where there has been.'-,a release of -oil or hazardous materials. The MCP.requires .that six specific reports be submitted to the Department during the response action process. The Department must approve each of­ he reports before the next phase -of work can be conducted (310 CMR 40. 536) . The MCP also allows those condu ting response actions at NON-PRIORITY DISPOSAL SITES to apply to the Department for a waiver of required approvals (310 CMR 40. 537) . When a waiver is granted, remedial response actions mist still meet all the requirements of M.G.L. c. 21E and tha MCP, including submittal of documents to the Department. Howeve , no Department approvals of reports, plans, or other documents we' ll be required as long as the waiver remains in effect. A waiver of approvals will expe ite the performance of a remedial response action. At this time, the Department is focussing its limited resources on t e disposal sites which present the greatest and most immediate threats to public health and the environment. These are generally sites classified as PRIORITY, based on specific criteria in the MCP (310 CMR 40. 544) . At non-priority sites, contamination does not currently threaten public health or the environment, bu�, may at some time in the future if no action is taken. A waiver of approvals allows assessment and cleanup of non-priority sites which otherwise would have' to wait until the Department has staff available to oversee response actions. 10 Commerce Way • Woburn,Massachusetts 01801 9 FAX(617)935-6393 9 Telephone(617)935-2160 North Andover Page 2 DEP expects to complete its review of this waiver application and all other relevant information within 60 days of the receipt of the application. An estimated date of the commencement of review is December 11, 1992 . The waiver application and any other information submitted to the Department can be reviewed by appointment at this DEP Regional Office. Please call Adeline DelBene at (617) 935-2160 to make an appointment to review the file. 0 If you would like to provide tha Department with additional information to be considered in the lecision to grant or deny this waiver application, please subm't to: Waiver Unit, DEP Northeast Regional Office at the let erhead address. Information should be submitted as soon as possi le, preferably within two weeks from the date of this letter, so that we may include it in our review of this application. We will notify you of our decision on this application at a later date. The Department appreciates any istance that you may offer in this matter. If you have any fur her questions regarding this letter, please contact Ida Babroudi t (617) 935-2160. Sincerely, Q ` Isla Babroudi Environmental Engineer IB/ae cc: Ms. Monique Hawkins, Mobil Oil Corp. , One Tech. Park Dr. , Westford, MA 01886 WAIVER APPLICANT ENCLOSURE ..7 ,..,;•F,.,.Yr..:----..�..ti'r�.:-,max.-��r.�:-• 'a Date........ ................... �AoRTH TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ss�cHusE� This certifies that �. haspermission to perform ............. ............... ................. '......................... wiring in the building of............... .. / � .- at...`a 1�.... ............:".':�...�a�76�`................................... .North Andover, ass. Fee..................... Lic.No. ............. ............................................................... ELECTRICAL INSPECTOR Check 7604 • '�"� Commonwealth of Ma9AacLelb Official Use Only cc�� Permit No. ��/'-Zr 2a arb d ol3ire Service! ' P Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] leaveblank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(NEC),527 CMR 12.00 (PLEASE PRINT 1N INK 0,1 ALL INFORMATION) Date: 9-d-7- e 7 City or Town o . og1Z To the Inspector of Wires: D By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 0 44-6 S, hC Owner or Tenant A f` �t L Telephone No. Owner's Address 5 Is this permit in conjunction with a building permit? Yes ❑ No (Check Appropriate Box) Purpose of Building 0A) Utility Authorization No. - Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: douoviT5+ �w-vh 5 _ C ea7�CbL/1bOV� acs fitib S�qd a S- Completion o the ollowin table maybe waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ElIn- El o.o Emergency Lighting nd. nd. Batteg Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection an Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons No.of Waste Disposers Heatum Number Tons o.of elf-Contained Totals: ----'----t. ..........._...__... '--__.__...... Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local E] Municipal El other Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water Imo' No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or E uivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Worko� 0.O� (When required by municipal policy.) Work to Start: $—7.0 7 Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE "§- BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: 6�0A,&S&4--5t, 6e1W10E5.A1e --It X55 6)T 9X-�tP dla9k Of4W LIC.NO.: Licensee:U*1; Y1- Signature) LIC.NO.:(21,,4126 (Ifapplicable,enter "exempt"in the license number line.) Bus.Tel.No.-?7Y'l0ZO�-S?�3 Address D 3 C A Jr" 64'dl�rmj p`S'�!, Alt.Tel.No.:qZ to 0$3.7 *Per M.G.L.c. 147,s.57-61,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's a ent. Owner/Agent PERMIT FEE: $ ' ` Signature Telephone No. --. -� _,- 1 � 1 COMMONWEALTH OF MASSACHUSETTSlam a i OF ELECTRICIANS AS A REG JOURNEYMAN ELECTRICIAN ISSUES TI!IS LICFNSE i J WALTER A BURGWINKEL M4 ; 103 CHACE ST CLINTON MA 01510-320 22176 E 07/31/10 317309 If NUMBER 017400337 DRIVER'S LICENSE —_1 - DATE OF BIRTH CLASS REST HEIGHT SEX 05_ 5 15-1952 0 _ 6-02M rs' EXPIRES 05-15-2009 'r c BURGWINKEL WALTER A 103 CHACE ST CLINTON,MA s:5-•csz . 01510-3201 a�� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street t Boston, MA 02111 s� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): l�19.f7 Address: -�J/�/ 55 5r _ O . City/State/Zip: &,�XD e!5VJ_Y0 Phone #: f - $C7 l Are you an employer? Check the appropriate box: Type of project(required): 1.S-I am a employer with 3 4. ❑ I am a general contractor and[ 6. New construction employees(full and/or part-time).* ,have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. EJ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.9 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I].❑ Plumbing repairs or additions myself. [No workers' comp. !c. 152, §](4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: kjrl t kA,1vt2 :Zd/S• G© Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: `a /195.5 Ave /V /irjol/6e_ City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do herebL-al rtifer the pains and pen ties f perjury that the information provided above is true and correct. rSi natureamDate: Phone#: 27 t -- 670 - _-T43 Official use only. Do not write in this area, to be completed by city or town offaciaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 08/29/2007 14:14 5083938777 LELAND INS AGY PAGE 01/01 pATE(MMIDDIYVVY) ACORD„ CERTIFICATE OF LIABILITY INSURANCE EwZN�p 1 08/29/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Leland insurance Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 12 South Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Northborugh MA 01.532- NAICk Phone: 508-393-2000 Fax:508-393-8777 INSURERS AFFORDING COVERAGE INSURED INSURER A: Granite State Insurance Co INSURER B� in lIa11aY south 1n■ agency 3nc EW1ngA Construction Service$ INSURER C; Inc 24 Cyp res$ t INSURER D: OXfora ICA $4D INSURER E; COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WrTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,Y14E INSURANCE AFFORDED BY THE POLICIES DESCRIBED 14EREIN IS SUBJECT TO ALL THE TERMS.EXCLVSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMID DATE MMIDDM/ LIMBS EACH OCCURRENCE $ 10000(00 GENERAL LIABILITY -VM0MTTD7RENTEV -- B X COMMERCIAL GENERAL LIABILITY 4000005767-071 03/24/07 03/24/08 PREMISES(Fa occurence) $50000 OCCUR X MED EXP(AnyVie pereon) $5000 CLAIMS MADE PERSONAL dADV INJURY 41000000 GENERAL AGGREGATE $1000000 GEN'LAGGREGATE LIMIT APPLIESPER: PRODUCTS-COMP/OPA" S 1000000 ACT POLICY PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 3 (Ea accldeM) ANY AUTO ALL OWNED AUTOS BODILY INJURY $ (Per person) SCHEDULED AUTOS HIRED AUT05 BODILY INJURY I (Per accident) 9 NON•OWNED AUTOS PROPERTY DAMAGE $ (Per accident) pARAGE LIABILITY AUTO ONLY-EA ACCIDENT 5 - ANYAUTO OTHER THANEAACC AG AUTO ONLY; AGG S EXCE95/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE E , $ DEDUCTIBLE 6 RETENTION 3 _ $ WORKERS COMPENSATION AND TORY LIMITS ER A EMPLOYERS'LIABILITY 2357850 03/30/07 03/30/08 E.L.EACH ACCIDENT $1000000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYEE 5100_0000 b yes,describe under E.L.DISEASE,POLICY LIMIT 51000000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOUT Q ANY OF THE A13OVE DESCRIa2D POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN TOWN OF NORTH ANDOVER NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO$O SHALL ELECTRICAL DEPT IMPOSE NO OBLIGATION OR LIABILITY OF AbLy KIND E INSURER,ITS AGENTS OR 1600 oquoOD STREET REPRESENTATIVES. NO. ANDOVER MA 01845 AUTHORIZEDREPRE; AE ®ACORD CORPORATION 1988 ACORD 25(2001108) Locati%n 17— ,M t"s , A-"yrlu+�a� No. S:P-S I> Date /96 3 S6 NaRTM TOWN OF NORTH ANDOVER 3?0�t•`•q •,y�0 p Certificate of Occupancy $ `t L ; Building/Frame Permit Fee $ ",ryO•''��� gCHuFoundation Permit Fee $ J sE Other Permit Fee �� C) $ !i.. Sewer Connection Fee $ Water Connection Fee $ • TOTAL $ bs 10/24/96 11;43 65,00 PAID Building Inspector 1'# 3 Div. Public Works v s `/ PEB.IIIT NO. �s��Z_ APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. ,V/ PAGE 1 MAP K,lO. LOT NO. 2 RECORD OF OWNERSHIP "DATE (BOOK "PAGE — ZONE �y.B SUB DIV. LOT NO. �C Q,L 60p--p- i LOCATION 12 ��SAG/�G.0�=,lS AvF PURPOSE OF BUILDING 0 1`I-r b�1 �l t OWNER'S NAME iiil,,6�l ��/ G / �y NO. OF STORIES l•,SIIZtE OWNER'S ADDRESS 'O /L/4 S7 fd —� BASEMENT OR SLAB 5 13 ARCHITECT'S NAME! SIZE OF FLOOR TIMBERS IST 2ND 3RD �Y �.�Ff-RI A 3l N BUILDER'S NAME SPAN f4 1A DISTANCE TO NEAREST BUILDING /vO / DIMENSIONS OF SILLS --- DISTANCE FROM STREET 75-' POSTS to DISTANCE FROM LOT LINES-SIDES 6 4 REAR 3S q / GIRDERS to AREA OF LOT Z,'6�d FRONTAGE /7/. /1/ HEIGHT OF FOUNDATION N THICKNESS IS BUILDING NEW ,� D SIZE OF FOOTING It X IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING ALTERATION DEyda��7i�c/ IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER y BOARD OF APPEALS ACTION. IF ANY Asa 1IS BUILDING CONNECTED TO TOWN SEWERQ� /L�j - IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS -� y 3 PROPERTY INFORMATION DOtOAI11ON PCZMIt 7D Zt�OYG LAND COST '1 SEE BOTH SIDES tiCtelnb(�. �� STigTON ••n�T V O U Y• / PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PE SQ. FT. PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR V D ED BUILDING INSPECTOR SIGNATURE OF OWNER OR AUTHORI D AGENT pL F E E 657ov OWNER TEL.# d g PERMIT GRANTED CONTR.TEL.# �D v ?21 1 Z 3"" 19 CONTR.LIC.# C !2011:�-n 92-1�- H.I.C.# a-k"W -- 104,63— BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS-OF BUILDINGS. WITH PORCHES. GA- APARTMENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE _ a 1 2 I3 CONCRETE BL'K. PINE BRICK OR STONE HARDW'D PIERS PLASTER _ DRY UNFIN. 3 BASEMENT AREA FULL FIN. B'M'T' AREA _ 14 1/1 FIN. ATTIC AREA _ NO BMT FIRE PLACES _ HEAD ROOM _ MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE �_ - WOOD SHINGLES EARTH ASPHALT SIDING HARDW'D ASBESTOS SIDING COMMCN VERT. SIDING ASPH.TILE _ STUCCO ON MASONRY _ STUCCO ON FRAME BRICK ON M-A-SONRY ATTIC STRS. & FLOOR i- BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME SUPERIOR I-1 POOR ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE HIP BATH (3 FIX.) + GAMBREL MANSARD TOILET RM. 12 FIX.) FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK - SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC 1st 13rd NO HEATING, NORTH F oVVn Of RAndover 528 D 0 .: . ._, No. = - }� �` z dower, Mass. Oet-dt -1� 2 3 191(a O �•=' LA E �• 1 1 44 COCMICMEWICK V 7�p�oRATE D 7 v BOARD OF HEALTH /Kitchen PERMIT T D Se •c System UILDING INSPECTO THIS CERTIFIES THAT 1 � oru ..... Q.!R�l.4�..Q.lA4 ... ! .. .... *.. .. �9..�........................ Found 'on has permission on ....j r1�... .� � ,gE ... = u�'z•••• Rough e t3=l��"... e� tQ�rs .,,SIWTIIC110 dN'#V �... .. Chimney ..... . .. ....................... .................. to ... .�1�ts.�{.. provided that the person accepting this permit shall In every respect'conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBG IN ECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. �12 u •Da E M Rough PERMIT EXPIRES IN 6 MONTHS Final ELECTRIC SPECTOR Rough ............. i Service . ... .. .. ....... ... ......................... BUILDING INSPECTOR Final INSPE R Rou . Display in a Conspicuous Place on the Premises — Do Not Remove Final FIRE DEPARTMENT V No. Det. ---. I U --•. KAREN H.P.NELSON° Town of 120 Main Street, 01845 ; •� � NORTH ANDOVER Dirwtor (508) 682-6483 BUILDING ,,,• CONSERVATION DIVISION OF PL ' 1LNG PLANNING & COTNIVIUNITY DEVELOPMENT 1 ' DEMOLITION OF BUILDING AFFIDAVIT DATE 6 / 9b OWNER'S NAME & ADDRESS AIV12 a/ J8 LOCATION OF PROPERTY TO DEMOLISH z N/IAS�AGNySY7't rQU� DESCRIPTION J-e:�)(i�7- Aj&- JVI&A/ r CONTRACTOR'S NAME & ADDRESS 7eg•L-Z bri 5r� 4/� so DEPARTMENT GPT-O FS DEPT. PUBLIC WORKS WATER: .SEWER: GAS ELECTRIC i TELEPHONE CABLE TAXES POLICE FIRE ` EXTERMINATOR N�A j DUMPSTER - ON/OFF STREET- DIG SAFE NUMBER,-?6 Y 3 6 5 3 DATE RECD BLDG. INSPECTOR V OCT 2 2 1996 4.y i I 7 s � KOO 2 3 3 61 s ....... .. 1 _ _ _ .. own of _-- '- ^- =---�~�= �N`sit OFFICES OF: T— � - - t j �.�, North Andover. E -- ApQALs .� .:+. NORTH ANDOVER - BLILDING t ie Massactieisens O t 8-ts CONSERVATION Dtv1Si0*4 OF HEALTH - rt-A+"NxlNcPLANNI�iG & COMMUNITY DEVELOPMENT ;. KARL`H.P.`EL-SOK DIRECTOR In ac=--.rL'zrcz wiu: the rrC%::;.:S S a condiEicn of Building Pe:mft NuMber S'a pj ':s t dcCr-'s resultirt rcrn the work shall be disresed cf in a bvi tit I.. S G i,_ C The detris will be disposed cc in: :1Srox Tyi4us- rl s A)rac Cr. CCi:itc} SIC-nature of Pc:mft Aopficznt Date OCT 2 2 1996 Demolition permit fro= the To%.-a of North Andover must be obtained for ~ this project through the Office of the Building Inspector, - Location t-a.- - A"s , K Uc.u to No. F'r- Date AILW 4 1 02 16 AORTTOWN OF NORTH ANDOVER ' 0 p Certificate of Occupancy $ + Building/Frame Permit Fee $ cHuSEt Foundation Permit Fee $ Other Permit Fee $ h Sewer Connection Fee $ f f Water Connection Fee $ TOTAL $ r G(1 36 - Batidir�spector 254.00 PAID ``' Div. Public Works PER311T NO. `7 g Pr APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE 1 MAP KVO. .0 2 LOT NO. b�CZ 2 RECORD OF OWNERSHIP -'DATE BOOK -'PAGE ZONE 6-12 SUB DIV. LOT NO. (w0)s&_ DIG. Cd � I LOCATION ytLf�/J � ,jJ1f PURPOSE OF BUILDING �CyJp� UvsO �r.Ar �[7 OWNER'S NAME f�AV�I1/11'�-P9Oi��-1 < NO. OF STORIES ,�} SIZEETZ SCa fir_ UxCsc�i/`f�J OWNER'S ADDRESS BASEMENT OR SLAB ARCHITECT'S NAME ✓, SIZE OF FLOOR TIMBERS 1STI,�1 2ND 3RD BUILDER'S NAME /� SPAN / !�`I —� — DISTANCE TO NEAREST B ILDING DIMENSIONS OF SILLS �d -1 A-) --- DISTANCE FROM STREET -7 / POSTS �\/ f' ' i1 DISTANCE FROM LOT LINES-SIDES /p REAR �°2 f� GIRDERS �! AREA OF LOT Zf) FRONTAGE f �- HEIGHT OF FOUNDATION �,.&- THICKNESS IS BUILDING NEW A,�'. ' .���yy^ SIZE OF FOOTING IS BUILDING ADDITION MATERIAL OF CHIMNEY 111 A. IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND !( WILL BUILDING CONFORM TO REQUIREMENTS OF CODE ��y { IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY �% _ / _ jlC�•f,2, v� IS BUILDING CONNECTED TO TOWN SEWER }2iz- Aimk IT#SZS -tv Cs V /9A.iC.L IS BUILDING CONNECTED TO NATURAL GAS LINE OL)/,If Nc, S1( s Rlloc.._s -t 3 PROPERTY INFORMATION INSTRUCTIONS plo LAND COST SEE BOTH SIDES EST. BLDG. COST PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED (I / e �t°y - � � 04>}✓� BUILDING INSIPECTOR SIG TORE OF OWNER OR AUTHORI D AGENT F E E 02S7 ao OWNER TEL.11 PERMIT GRANTED ,{ Q CONTR.TEL.# 1✓ �17/ 8A,3eo . Uv. 4 19 �6e CONTR.LIC.# C ���q • H.I.C.# �� NOV - ! Vic^ BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY I I STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION _ 8 INTERIOR FINISH CONCRETE _ a 1 2 I3 CONCRETE SL K. PINE BRICK OR STONE HARDW D PIERS PLASTER _ DRY WALL UNFIN. 3 BASEMENT AREA FULL IN. B'M'T' AREA. _ '/. 1/2 '/, FIN. ATTIC AREA _ NO B M'T FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH �_ ' HARDW'D _ ASBESTOS SIDING COM/dCN ASPHALT SIDING VERT. SIDING ASPH.TILE _ f STUCCO ON MASONRY _ STUCCO ON FRAME BRICK ON MASONRY ATTIC STRS. d FLOOR BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME SUPERIOR I- I� POOR ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH (3 FIX.) _ GAMBREL MANSARD TOILET RM. (2 FIX.) _ FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY _ WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING _ TAR 8 GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. 6 COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OI l B'M'T 2nd _ ELECTRIC lft 13rd NO HEATING �ORTfj own of 0 A to -dover, Mass., 194( LAKE COCKICMEWICK y1. 5 RATED 4 BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.. 4..1t4-...�-�Q..R. .. ..' ' .....O/GQ-1gN.. I �..................... Foundation has permission to erect.......5. -.............. buildingson ..... ZP41, As....g....1 - � R . Rough..... to be occupied as �$'ltuu-A-310.....0^14... .....ow.m....�-1t' .... l° � �.............. Chimney provided that the person accepting this-parmit, shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction,of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this. Permit. No %134as hLCV&"d-h1N Rough C.MWgp . Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough ............................. .... ..... ..A�,ww� Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. t i - LANE SUPPLY, INC. , 120 Fairview Arlington, TX 817-261-9116 DESIGN CALCULATIONS FOR : TYREE ORGANIZATION/MOBIL #01-389 N. MASSACHUSETTS AVE N. ANDOVER, MA Four-Column Canopy : 36'-0"X55'-10 1/2" CANOPY Lane Reference Number : LSC-14797 Date : 21-Oct-96 TABLE OF CONTENTS : Canopy Calculations : Design Loads : 1 Deck Design : 1-2 Purlin Design : 3-4 Header Design : 5 Column & Foundation Design : 6-7 Moment Splice : 8 Attachments Lane SL-316 Deck Panel Properties Lane Standard Base Plate Design Design Sketch Engineer's Seal: OF f�d CN E RUCTURAL o• 34638 0 IST NAI.��'� OCT so 1 NOV - I l9�S r CALCULATIONS BY: LANE .SUPPLY CSC 14797 , CUSTOMER Tyree O�garnzation -401,389 . .BY: `PC ' .:. PROJECT 36=0.-X55101%2 ;Cano CHK: DECK DESIGN : CODE : Massachusetts State Building Code ROOF LOAD: -2-due -z 30.00 PSF SL 3.00 PSF DL 33.00 PSF DL+SL FASCIA LOAD: 20.00 PLF WIND : ZONE 3, Exp. C Pv = 21 PSF SEISMIC ZONE: 2A V= 1/3 KCSW = 1/3*2*0.1*1.2W W= DL + SL/2 = 0.08W PSF Lateral pressure = 21.00 PSF Uplift pressure = -14.70 PSF DECK DESIGN: Deck-a I P Wd= 3.00 PSF v 33.00 PSF Ws= 33.00 PSF ^A B^ Ww= -14.70 PSF I<--- X --- j<------- C ------->I P= 20.00 PLF L= 9.38 FT RAd= 55.56 PLF X= 3.75 FT RAs= 275.63 PLF RAw= -135.06 PLF Md(@ OH)= 96.09 FT-LBS/FT RBd= 3.81 PLF Ms(@ OH)= 210.94 FT-LBS/FT RBs= 140.63 PLF Mw(@ OH)= -103.36 FT-LBS/FT RBw= -57.88 PLF MOH(d+s)= 307.03 FT-LBS/FT RA(d+s) 331.19 PLF * MOH(d+w)= -5.46 FT-LBS/FT RA(d+w)= -79.49 PLF MSP(d+s)= 380.64 FT-LBS/FT RB(d+s)= 158.50 PLF * MSP(d+w)= -93.93 FT-LBS/FT RB(d+w)= -54.07 PLF * Includes 1.33 wind load reduction factor. 8 20GAUL°E GRADE C DECK F +S=.386 CUM. -S=.300 CWN. FY=40 KSI 10/30/96 LSC-14797 SHEET 1 OF 7 r DECK DESIGN: Deck-b Wd= 3.00 PSF 33.00 PSF WI= 30.00 PSF " ^ WW= -14.70 PSF <__ --- L L= 9.38 FT Md= 32.96 FT-LBS/FT Rd= 14.06 PLF M1= 329.59 FT-LBS/FT RI= 140.63 PLF Mw= -161.50 FT-LBS/FT Rw= -68.91 PLF M(d+l)= 362.55 FT-LBS/FT R(d+I)= 154.69 PLF M(d+w) -96.65 FT-LBS/FT R(d+w)= -54.84 PLF * Includes 1.33 wind load reduction factor. U,SE�20GAUG�EG�RApE C:DECK�= +S=.386 MIN. -S=.300 MIN. FY=40 KS I ' 1 10/30/96 LSC-14797 SHEET 2 OF 7 BEAM DESIGN: P-1 SP1 P21 .Wd= 77.56 PLF • v 353.19 PLF v WI= 275.63 PLF ^A B^ WW= -135.06 PLF 1z--- X1 --- j<----------- L -------->1 -- X2 --->I P1d= 183.75 LBS P11= 0.00 LBS RAd= 2220 LBS P1w= 0.00 LBS RAI(MAX)= 8071 LBS P2d= 183.75 LBS RAw= -3560 LBS P21= 0.00 LBS RA(d+l)= 10291 LBS P2w= 0.00 LBS RA(d+w)= -1340 LBS L= 30.00 FT X1= 11.92 FT RBd= 2426 LBS X2= 13.25 FT RBI(MAX)= 8593 LBS RBw= -3891 LBS RB(d+l)= 11019 LBS RB(d+w)= -1464 LBS MA(d)= 7697 FT-LB MA(I)= 19570 FT-LB MA(w)= -9589 FT-LB MA(d+l)= 27267 FT-LB lu= 1.33 FT MA(d+w)= -1893 FT-LB • MA(d+w)= -1423 FT-LB lu= 5.96 FT MB(d)= 9243 FT-LB MB(I)= 24195 FT-LB MB(w)= -11855 FT-LB MB(d+l)= 33438 FT-LB lu= 1.33 FT MB(d+w)= -2612 FT-LB lu= • MB(d+w)= -1964 FT-LB lu= 6.63 FT MAB(d+l)= 31267 FT-LB lu= 10.00 FT MAB(d+w)= -3173 FT-LB lu= 1.33 FT * Includes 1.33 wind reduction factor. SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE SPAN; +M=COMPRESSION ON TOP FLANGE USE: W14X22. REF:XAI8C�9sTHKED 10/30/96 LSC-14797 SHEET 3 OF 7 BEAM DESIGN: P-2 1 P1 P21 Wd= 39.88 PLF v 321.13 PLF v WI= 281.25 PLF ^A B^ WW= -126.79 PLF 1<--- X1 -- <------------ L -------->1 -- X2 --->1 P1d= 172.50 LBS P11= 0.00 LBS RAd= 1216 LBS P1w= 0.00 LBS RAI(MAX)= 8236 LBS P2d= 172.50 LBS RAw= -3342 LBS P21= 0.00 LBS RA(d+l)= 9452 LBS P2w= 0.00 LBS RA(d+w)= -2126 LBS L= 30.00 FT X1= 11.92 FT RBd= 1329 LBS X2= 13.25 FT RBI(MAX)= 8768 LBS RBw= -3653 LBS RB(d+l)= 10097 LBS RB(d+w)= -2324 LBS MA(d)= 4887 FT-LB MA(I)= 19970 FT-LB MA(w)= -9002 FT-LB MA(d+l)= 24857 FT-LB lu= 1.33 FT MA(d+w)= -4115 FT-LB • MA(d+w)= -3094 FT-LB lu= 5.96 FT MB(d)= 5786 FT-LB MB(I)= 24688 FT-LB MB(w)= -11130 FT-LB MB(d+l)= 30474 FT-LB lu= 1.33 FT MB(d+w)= -5344 FT-LB lu= • MB(d+w)= -4018 FT-LB lu= 6.63 FT MAB(d+l)= 30792 FT-LB lu= 10.00 FT * MAB(d+w)= -3803 FT-LB lu= 1.33 FT * Includes 1.33 wind reduction factor. SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE SPAN; +M=COMPRESSION ON TOP FLANGE 10/30/96 LSC-14797 SHEET 4 OF 7 HEADER BEAM DESIGN: H-B Ptd=" 2426.43 LBS IP1 IP2 IP3 P4I Pts= 8592.90 LBS V V V V P1w= -3890.87 LBS I AA B P2d= 1328.94 LBS I<-----X1-- I<------------- X2-------->1 <---X3--->I P2s= 8768.26 LBS > I I<-X4 X5->I I < P2w= -3652.65 LBS P3d= 1328.94 LBS P3s= 8768.26 LBS RAd= 4233.52 LBS RBd= 4233.52 P3w= -3652.65 LBS RAI= 17361.16 LBS RBI= 17361.16 P4d= 2426.43 LBS RAw= -7543.52 LBS RBw= -7543.52 P4s= 8592.90 LBS RAd+1= 21594.68 LBS RBd+I= 21594.68 P4w= -3890.87 LBS RAd+w= -3310.00 LBS RBd+w= -3310.00 BEAM WT. 34.00 PLF X1= 6.48 FT X2= 15.17 FT X3= 6.48 FT X4= 2.90 FT X5= 2.90 FT MA (FT LBS) LU M SPAN(FT-LBS) LU MB (FT-LBS) LU DL: -16437 -11606 -16437 LL: -55682 -30254 -55682 WL: 25213 14620 25213 DL+LL: -72119 6.48 -41860 9.37 -72119 6.48 DL+WL: 8776 6.48 3015' 9.37 8776 6.48 USE. UV14z34.-, REF..AISC 9TH ED. 2-174 HEADER BEAM DESIGN: H-A Ptd= 2219.93 LBS IP1 IP2 IP3 P4I Pts= 8071.25 LBS V V V V P1w= -3559.73 LBS I AA BA P2d= 1215.83 LBS I<-----X1--- I<----------- X2-------->I <----X3--->I, P2s= 8235.97 LBS > I I<-X4 X5->I I < P2w= -3341.79 LBS P3d= 1215.83 LBS P3s= 8235.97 LBS RAd= 3913.89 LBS RBd= 3913.89 P3w= -3341.79 LBS RAI= 16307.22 LBS RBI= 16307.22 P4d= 2219.93 LBS RAw= -6901.52 LBS RBw= -6901.52 P4s= 8071.25 LBS RAd+1= 20221.11 LBS RBd+I= 20221.11 P4w= -3559.73 LBS RAd+w= -2987.63 LBS RBd+w= -2987.63 BEAM WT. 34.00 PLF X1= 4.56 FT X2= 19.00 FT X3= 4.56 FT X4= 4.81 FT X5= 4.81 FT MA (FT LBS) LU M SPAN(FT-LBS) LU MB (FT-LBS) LU DL: -10482 -3097 -10482 LL: -36825 2811 -36825 WL: 16241.28 158.9166 16241.28 DL+LL: -47307 4.56 -286 9.38 -47307 4.56 DL+WL: 5759 4.56 -2938 9.38 5759 4.56 USE' W1434 REF.AISC 9TH ED. 2-174 10/30/96 LSC-14797 SHEET 5 OF 7 CANOPY COLUMN DESIGN: C & D P(AXIAL)= 21.595 K fa(AXIAL)= 2.2518 KSI M(WL)= 32.616 FT-K fb(WL)= 13.0031 KSI M(UNBAL) 0.000 FT-K M(Seismic) 17.047 FT-K Clr. Ht.= 15 ft. OUSE TS:1`OX10X1/4, - Fascia Ht.= 3 ft. Col. Trib= 29.104 ft. A= 9.59 SQ.IN. Wind Load= 21 psf. 1= 151 IN.^4 # of COL.= 2 S= 30.1 CU.IN. r- 3.96 IN. Mw=W(Fascia Ht.*2*Col. Trib./#of col* b= 10 IN. (CIr. Ht.+Fascia Ht./2 + Clr. Ht. ^2*Wra t= 0.25 IN. Mw= 32616.11 ft-Ib/ft Fy= 46 KSI Mu=Live Load*Col. Trib.*(Canopy Width/2)^2/2 Mu= 0 ft-Ib/ft K= 2 Ms=.08*W*L L= 16.5 FT Ms= 17046.62 ft-Ib/ft KUr= 100 OK WL DEF.= 1.17 OK Cc= 111.554 ALL.DEF.= 2.00 IN Fa= 14.38617 w/t= 36 SLENDER USE APPND.B5 Fb= 27.6 KSI DL+WL: fa/1.33Fa= 0.117688 1.33F'ex= 19.86108 KSI fb/1.33Fb= 0.354231 fa/Fa+fb/Fb= 0.41918 OK TOP CONNECTION: Standard Cap Plate BASE CONNECTION: USE:LMBI' 10 30 FOUNDATION: (RESTRAINED AT GRADE) d^2=(4.25*M)/(S3*b) M(MAX)= 32616.1 FT-LBS Pmax= 21.59468 k S3= 250 PCF X d Area= 16.00 ft ^ 2 b= 4 FT Bearing= 1349.668 psi d= 5.175358 FT USE:` 4 FT. SQ X 5:25: FT. DEEP FOOTING As=12*M/Od*24000)= 0.317689 SQ.IN. USE: 848's (SQ. CAGE) W/#4 TIES @ 12"O.C. 10/30/96 LSC-14797 SHEET 6 OF 7 ' s i CANOPY COLUMN CHECK: A&B , N f- ! P(AXIAL)= 10.111 K fa(AXIAL)= 1.9864 KSI M(WL)= 16.090 FT-K fb(WL)= 20.5399 KSI M(UNBAL) 0.000 FT-K M(Seismic) 15.929 FT-K Clr. Ht.= 15 ft. :USE: TS8X3X1%4 Fascia Ht.= 3 ft. Col. Trib= 26.411 ft. A= 5.09 SQ.IN. Wind Load= 21 psf. 1= 37.6 IN.^4 #of COL.= 4 S= 9.4 CU.IN. r= 2.72 IN. Mw=W(Fascia Ht.*2*Col. Trib./#of col* b= 3 IN. (Clr. Ht.+Fascia Ht./2)+(Clr. Ht.)^2*Wrap t= 0.25 IN. Mw= 16089.62 ft-Ib/ft Fy= 46 KSI Mu=Live Load*Col. Trib.*(Canopy Width/2)^2/2 Mu= 0 ft-Ib/ft K= 2 Ms=.08*W*L L= 16.5 FT Ms= 15929.1 ft-Ib/ft KUr= 145.5882 OK WL DEF.= 2.31 OK Cc= 111.554 ALL.DEF.= 2.501N Fa= 7.045285 w/t= 8 COMPACT OK Fb= 30.36 KSI i DL+WL: fa/1.33Fa= 0.211986 1.33F'ex= • 9.37023 KSI fb/1.33Fb= 0.508681 fa/Fa+.85fb/(1-fa/F'ex)F' 0.176068 OK TOP CONNECTION: Use Existing Cap Plate BASE CONNECTION: Use Existing Base Plate i 10/30/96 LSC-14797 SHEET 7 OF 7 - LANE SUPPLY,INC. BMW AM AW MW' - 120 Fairview` Arlington,Texas 76010 817-261-9116 0.75 IN. - �, l-` 1 . 1 25 IN. z z Ln o N Un i O O Z - 1 Z M 8 2 9 rn -(3 4 5 6 0 N M I 15.969 IN. SL - 316 DECK PANEL LANE SL-316 DECK PANEL PROPERTIES j GAGE ASTM A446 DESIGN +I -II +S -S +M -M GRADE 't' (in.) (in`) (in`) (in3) (int) (ft-Ib/ft) (ft-Ib/ft) 24 C 0.0239 0.632 0.281 0.267 0.168 400.0 252.4 D 0.633 0.273 0.267 0.161 501 .0 302.2 I� 22 C 0.0299 0.780 0.374 0.328 0.230 492.3 345.9 D 0.783 0.361 0.330 0.220 618.8 411 .9 20 C 0.0359 0.92 0.472 0.386 0.300 579.2 450.8 D 0.927 0.456 0.389 0.285 730.5 534.4 1 8 . C 00478 1 .286 0.683 0.551 ' 0.450 827.3 675.6 D 1 .255 0.658 0.533 - 0.434 1000.6 813.7 NOTES I . Designed per AISI Cold Formed Steel Design Manual, 1986 Ed. 2. Complete calculations are available upon request. II 3. Elements 8 and 9 are deducted when the web is not fully effective. ii REVA8 9 FEBRUARY 1995 REVA1 3 MARCH 1995 LANE SUPPLY, INC. 120 Fairview Arlington,Texas 76010 817-261-9116 STANDARD BASE PLATE DESIGN FOR MOBIL BOLT WELD WELD LMBP # M PBOLT DIAM. t REo'0 t ACTUAL REQ'D ACTUAL (D — M) (ft—k) (k) (in). (in) (in) (1/16 in) (in) 10 — 10 10 4.71 1 112. 0.60 3/4 0.970 1 /4 10 — 20 20 9.23 1 1 /2 0.83 1 1 .940 5/16 10 — 30 30 13.58 1 1 /2 0.98 1 1/4 2.910 5/16 10 — 40 40 18. 11 1 1/2. 1 . 13 1 1/4 3.880 5/16 10 — 50 50 22.22 1 1 /2 1 .23 1 1/2 4.849 5/16 10 — 60 60 26.67 1 1/2 1 .35 1 1/2 5.189 F.P. 10 — 70 70 31 . 1 1 1 1/2 1 .46 1 1/2 6.789 F.P. TS 10 X 10 COLUMN CONSTANTS Fy = 36 ksi D = 10 in. A36 STEEL PLATE e = 2 in. E70 ELECTRODE Fw = 0.928 k/in/16th b,d = 10 in. A307 ANCHOR BOLTS Ft = 20 ksi EQUAYIONS Peou= M X 12 in ft 2 bolts D + e + t 6 X P X e X 2 bolts t REo'D _ D 0.75 X Fy (D + 2t) WELD _ M X 12 in ft _ M X 12 in ft — — SWELo X Fw Fw Tb—d + dZ 3 M WELD I I I I I i MI 00 I + i IRV T D + e + t M � 1 - i , (7 a) I M � M M N co — — — — I N W J J F- LLJ o O O �X`t� N Z m F- 04 Xz N - N \ O I M P w / , �? 9,�8�� Xz N M °° 1 t.:16 R 0 /o'.wl 13R.: 63 . I N 12'-1' 30'-0' T 13'-5' TYREE ORGANIZATION #01-389 5" 41 DECK PANS = 54'-8" 5" N. ANDOVER, MA 2 1/4" 55'-6" OUT TO OUT GUTTER 2 1 4' LSC - 14797 DESIGN SKETCH - DS1 55'-10 1/2" OUT TO OUT FASCIA PC/1O-21-96 DL: AS OCCURS LL: 30 PSF WL: ZONE 3, Exp. C CODE: s. S'(. P�(Dm•COOL s WN -= CERTIFICATE OF USE & OCCUPAN Town of [forth Andover Building Permit Number 528 & 528A Date 1-02-97 THIS CERTIFIES THAT THE BUILDING LOCATED ON 12 MASSACHUSEITS AVENUE MAY BE OCCUPIED AS GAS & RETAIL FOOD SALES IN ACCORDANCE t'YITl I THE gRi i v In- op"S Off' TIsE R:u4SS ACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGUL MONS AS MAY APPLY. NOT FOR WNSTRUCT-ON OF CANOPY r. MORTM MOBIL OIL CORPORATION - - CERTIFICATE ISSUED TO 12 MASS, AVE: ° = ADDRESS NORTH ANDOVER, MA 01845 40 ''13 Musa Building Inspector Location 12 bvi tN'SS. r-\Ve"x� � t ' No. �"�43 � Date NORTh TOWN OF NORTH ANDOVER 3?.•. - `,got ae' Certificate of Occupancy $ ioa ` Building/Frame/Frame Permit Fee $ 976 s � f J •�,b',^0• Foundation Permit Fee $ SS�c►+ust Other Permit Fee $ . Sewer Connection Fee $ _ Water Connection Fee $ TOTAL - $ /0�5 f . Building Inspector r i24i% 11:42 1,075.00 MID_ '� - Md Div. Public Works 3 r / Ea�TRT 1110. 0� ='"a APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. J PAGE 1 MAP i-40. Ong I LOT NO. 2 RECORD OF OWNERSHIP DATE BOOK PAGE — Z�N_E SUB DIV. LOT NO. l Oil Cnrn_ L$D 'ff' gachusetts Avenue aF eaI'J xf Ebod Sales M-11(t'S M11E NO.10 F STORIES SIZE vi 1 ni I Corp- , C��9 `l�'� Eng 1200 9.f. — O-y1INEit'.S A� I S ErENT OR SLAB i S Xpt� W,.Sthnm�l�� MA 5 1 alb CHITECS NAME SIZE OF FLOOR TIMBERS IST 2ND 3RD P_ ns q neer)nq NSA ILDER'S NAME SPAN " e (�r�anizatinn N/A DISTANCE TO NEAREST BUILDING 1001 DIMENSIONS OF SILLSN_A DISTANCE FROM STREET 751 POSTS DISTANCE FROM LOT LINES,-SIDESh_2 REAR ��.� "" '" GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS 21.600 �ee_�N-��,a�s IS BUILDING NEW SIZE OF FOOTING X Yes Iqp-p FEIN Plans IS BUILDING ADDITION NO - MATERIAL OF CHIMNEY N/A IS BUILDING ALTERATION NO IS BUILDING ON SOLID OR FILLED LAND Solid Land WILL BUILDING CONFORM TO REQUIREMENTS OF CODE Yes IS BUILDING CONNECTED TO TOWN WATER Yes BOARD OF APPEALS ACTION. IF ANY Setback and IS BUILDING CONNECTED TO TOWN SEWER YeS Area Variances Granted IS BUILDING CONNECTED TO NATURAL GAS LINE Yes ' INSTRUCTIONS3 PROPERTY INFORMATION C�g.{. `rL� /I } �c�.IL `�- LAND COST SEE BOTH SIDES ��o� '.��N� 6��• EST. BLDG. COST Nu�C i�02 Co�,��trt�caT.>,c_ _ � sp�pnn PAGE 1 FILL OUT SECTIONS i - 3 � EST. BLDG. COST PER SQ. FT. 123.00 PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOMN/A SEPTIC PERMIT NO. N/A ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 - APPROVED BY a ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE F!*D AND APPROVED BY BUILDING INSPECTOR •DATE ILED (Y Y DYILDINO INOPCCTOR S GNATURE OF OWNER OR AUTHORIZED AGENT FEE 7s°'— d OWNER TEL.# (508) 871-8400 PERMIT GRANTED CO n '"�! ad (508) 871-8300 CONTR.TEL.A 23 ,9 A� _ lo 75 052193 CONTR.LIC.# H.I.C.# N/A BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY S OkIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS I RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE a 1 2 13 CONCRETE BL'K. PINE BRICK OR STONE HARDW D PIERS PLASTER _ DRY WALL UNFIN. 3 BASEMENT AREA FULL FIN. B M AREA _ 1/1 1/1 % FIN. ATTIC AREA _ N_O B M T FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 J DROP SIDING CONCRETE �_ WOOD SHINGLES EARTH _ ASPHALT SIDING HARDW D _ ASBESTOS SIDING _ COMfdCN VERT. SIDING ASPH.TILE STUCCO ON MASONRY STUCCO ON FRAME BRICK N MASONRY ATTIC STRS. & FLOOR _ BRICK ON FRAME CONC. OR CINDER BILK. STONE ON MASONRY WIRING r STONE ON FRAME _ SUPERIOR I� POOR _ ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH (3 FIX.) _ GAMBREL MANSARD TOILET RM. (2 FIX.) FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING _ TAR 8 GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. 3 COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC Ist 13rd I NO HEATING • i NORThr Town of 4 over O No• r ,t 41 a: S'28 L A E over*, Mass., o pro r3C�. .'Za 19 COCHICHEWICK y�. - ��ADRATED P?�\ �C:) `s BOARD OF HEALTH PERMIT T Food/Kitchen z Septic System BUILDING INSPECTOR THIS CERTIFIES THAT...N...�w�L...f?IL.... doll'.e. 6kywt ...pg.+ ...................... -Foundation has permission to erect....!!!1�Iti � ..... buildings on.:.�A...M" .Ar. ".141 LI "'l�lG� '�. ....... .... Rough to be occupied as........................... .f .... /44 .. chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. MMT Fo& eoa57Q t �'dN�j� Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STAR S Rough ....... .... ...... Service 1 . .. ............................................ BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done FIRE Until Inspected and Approved by the Building Inspector. DEPARTMENT Burner Street No. Smoke Det. A y DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Nuaber: Expires: Birthdate: 0.5042.5 06/14/1998 06/14/1965 r Restricted to: 00 ��' ,�.�►'� '�'� DANIEL j RIVELLI 28 PERRY ST AUBURN, NA 01501 Restricted To; 00 70596 00 - None ' lA - Masonry only 1G - 1 & 2 Family Homes Failure to possess a current edition of the Massachusetts State Buiilding Code is cause for revocation of this license. ,I FORK U VERIFICATION FORTY[ INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. Thin does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT: Mobil Oil c/o „Tyree Engineering phone 508-871-8400 LOCATION: Assessor's Map Number 2 Parcel 000 3 Subdivision N/A . Lot(s) 3 Street Massachusetts Avenue St. Number 112 ********************** *Official Use only************************ RECO DA,T• NS F AGENTS i 0 Date Approved Conservation Administrator Date Rejected Comments _ � Date Approved O Town Planner Date Rejected Comments Date Approved Food Inspector-Health Date Rejected N Date Approved Septic Inspector-Health Date Reected comments Public Works - sewer/water connections - driveway pe t _ NLA ,. Fire Department Received by Building inspector - Date ocT 1 6 o96 71te AConnuoniveallh of Massachusetts - �) - a Deparintent of Industrial Accidents " Mee elloruffgMeos T 600 IVashhrRton Street . r •a '= Boston,Mass. 02111 �y Workers'Coutpcnsalfon Insurance Affidavit 11111.oul mill I l�alion_ 12. /N1a•�SAcNy� Tj"s AU�,vtJ • sil_v �ai?�L .Q�J3po-Y ;Ile plls�ncN Sob C 7/ 1 all,a homeowner oerforming.all work myself. 0 I am a sole.proprietor and:have no one-working in any capacity $x I arr)all employer providing workerscompensation for my employees working on this job. o—mp rime: Tyree :Organiza.tion Ltd.: n(l�l�ss: 9' Otis : St.reet. city: Westborough, .MA 01581 �Iron�N 508-871-8300 Insurance on; Eastern.. Casualty. Ins.. Co .;...*q8297532 exp 2/1/97 [) I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have file following workers'compensation polices: come—any"time: Address: city: phone rl insurance co. DAMN 1 1111110 111 1 1111111 111 laity company name•. address• City: phone i! insurance co. pot` WreEliitl,7ifia i_I.ARP' ti E, Mtn failure to sccorc coverage as rcgidred under Section 25A o(MGL 152 can lead to the Imposition of criminal penalties of a line up to$1,500.00 and/or one years'imprisnnment as well as civil penalties in the farm of*.STOP WORK ORDER and it fine orstoo.00 a day against me. i understand that a copy of this statement mny lie forwarded to the Office of lnvestigeliom of the DIA for coverage verification. 1 rlo herebt c i4l under th1 pair;and penalties of perjuoy that the Information provided abore Is erne and correct. s i J (► tgnaUuc__ . Date Prinlnamc Richard P. Dixon Phone 508-871-8300 official use only do riot write in this area to be completed by city or town official •• .. city sir Imcn: ermif/license b P f-lltuildinl!Department t check if in [jI,icensing Boardnnccliale response is required oSclechnen's Office a contact person: pC]Ilcaitlt Department :t hone N; nOther OCT 2 2 1996 1nisistoceniqwaytwbnt�tcL,!uoya hme elapsed from date of dedsfon filed --–WIQW filing of an appeaL DalaL ��� ��. �g9� ; -�y Town of North Andover Of AORTN ,ti Town Cl w JAY C E: ER�A_0 c li 49 OFFICE OF 3: ; o oWITY DEVELOPMENT AND SERVICES 146 Main Street - q� *firth Andover,Massachusetts 01845 WUJ-AMJ.SCOTT JJL (U 146 PN �11L 'S3ACHUS6 Director ASS;': ATrue Cody BOARD OF APPaia NOTICE OF D =rr" Town Clark Property: 12 Massachusetts Ave =3225Gallows Corporation Date: 7/18/96 Rd Petition: 024-96 Fairfax Virginia 22037 —— Date of Hearing: 7/9 96 iV The Board of Appeals held a regular meeting on Tuesday evening, July 9, T? 1996 upon the petition of .Mobil Oil Corporation requesting VARIANCES from the requirements of Section 7, Paragraph 7.1, 7.3 and Table 2 of the Zoning By Laws so as to provide relief from lot dimension area C4. - requirement of 25,000 sq. ft. to 21,600 sq. ft. for a relief of 3,400 sq. ft., the front setback relief of 18', and a side setback relief of 18.8'in GB Zoning District. Variance needed for dimensional requirements for the construction of a new gas station/food mart facility and a new canopy. The following members were present and voting: Walter Soule, Robert Ford, Scott Karpinski, Ellen McIntyre, and Joseph Faris. SEP 26'96 PM2:34 The hearing was advertised in the North Andover Citizen on 6/26/96 & 7/3/96. All abutters were notified my regular mail. Upon a motion made by, Robert Ford seconded by Joseph Faris, the Board voted to GRANT relief from lot demension area requirement of 25,000 sq. ft. to 21, 600 sq. ft. a relief of 3,400 sq. ft., the front setback relief of 181, and a side setback relief of 18.8'in GB Zoning District. Variance needed for dimensional requirements for the construction of a new gas station/food mart facility and a new canopy. Voting members in favor of the petition were: Walter Soule, Robert Ford, Scott Karpinski, Joseph Faris, and Ellen McIntyre. The petitioner has satisfied the provisions of Section 10, Paragraph 10.4 of the Zoning Bylaw and that the granting of these variances will not adversely affect the neighborhood or derogate from the intent and purpose of the Zoning By law. Note: The granting of the Variance and Special Permit as requested by the applicant does not necessarily ensure the granting of a Building permit as the applicant must abide by all applicable local, state and federal building codes and regulations, prior to the issuance of a building permit as required by the Building Commissioner. Board of Appeals " William Sullivan, Chairman BOARD OF APPEALS 688-9341 BUILDING 6889543 CONSERVATION 688-9330 HEALTH 688-9540 PLANNING 688-9533 a 41� Registry of Deeds Northern District of Essex County Lawrence, HA 01840 09/26/96 D SCALISE ,MMB # 67 Rec:time 02233 Type DECH 10.00 Inst 25,263 Copies 0.75 Total 10.75 # 68 Payment Check 10.75 THANK YOU! Thomas J. Burke Register of Deeds �1 q lit �r�C /y�. F�. ��?�. • ..ter 070 : �,�t ..,. 70 J`; C R�`��SrF4 OP oz Poz n± 2 h iia "Free Consulting Co. Ciuil, Consulting, Traffic and Geotechnical Engineers *Surueyors • Site Planners ass 9 Otis Street, Westborough, MA 0 1581-331 1 • Phone: 508-871-8400 • Fax: 508-871-8401 9:1 October 15, 1996 9661 5 1 iJO Robert Nicetta Building Inspector 4!! Town of North Andover North Andover, MA 01845 ilel RE: Mobil Station # 01-389 12 Massachusetts Avenue North Andover Dear Bob: Please find attached the following documents as requested, relative to our Building 41 i Permit application for the Mobil site located at 12 Massachusetts Avenue: `l Vt 1. One set of site plans and building sprinkler plan with original Fire Department approval signature. ad X11! 2. Two additional copies of the building sprinkler plan, wet stamped by a Professional Engineer. The completed Form U will be submitted to your office tomorrow morning following sign-off by Kathleen Colwell of the Planning Department. Please note that the Conservation Commission, Board of Health, and Fire Department have signed the form as requested. Also, we are scheduled for the Board of Selectman hearing on October 21, 1996, for our Common Victular's License. Member Tyree Environmental Technologies + ptl'i .!t � � 4 li Should you have any questions or need additional information, please do not hesitate to contact me at (508) 871-8400. Sincerely, TYREE CONSULTING COMPANY Stephen P. DeCoursey, P.E. +i Enclosures 3 1i �i Project W96035 � .I cAfilesUnobillnandover\nicet.ltr I II . I is it i7 I! SII I �l I I i � i� Alli jl! MemberII Tyree 'WTEnvironmentalI Technologies ry Tyree Consulth Ciuil, Consulting, Traffic and Geotechnical Engin( ' 9 Otis Street, Westborough, MA O 1581-331 1 • Phone: <1 �, P pt�f � September 18, 1996 `j -� / 'Yf 6W ,/v" Robert Nicetta kAJ, Building Inspector Town of North Andover North Andover, MA 01845 RE: Mobil Station # 01-389 12 Massachusetts Avenue North Andover Dear Bob: Per our conversation this morning, below is the flood storage calculation/information for the referenced site. Based on the "Firm Flood Insurance Program, Flood Insurance Rate Map, Town of North Andover, Massachusetts, Essex County" Panel 3 of 15, Community-Panel Number 250098 0003 C, Map Revised June 2, 1993, the property is located within the 100 year flood elevation (34 feet). Since the existing grades and flow patterns will remain essentially unchanged, the only impact on flood storage will be due to the building. Existing Building Area = 1550 square feet Proposed Building Area = 1200 square feet Difference in Building Area = -350 square feet Based on this analysis, this project will result in a net increase in flood storage due to the decrease in building area. SW 2PSiW Member Tyree . . T Environmental Technologies Tyree Consulting Co. - Ciuil, Consulting, Traffic and Geotechnical Engineers • Surueyors • Site Planners 9 Otis Street, Westborough, MA O 1581-331 1 • Phone: 508-871-8400 • Fax: 508-871-8401 September 18, 1996 Robert Nicetta Building Inspector Town of North Andover North Andover, MA 01845 RE: Mobil Station # 01-389 12 Massachusetts Avenue North Andover Dear Bob: Per our conversation this morning, below is the flood storage calculation/information for the referenced site. Based on the "Firm Flood Insurance Program, Flood Insurance Rate Map, Town of North Andover, Massachusetts, Essex County" Panel 3 of 15, Community-Panel Number 250098 0003 C, Map Revised June 2, 1993, the property is located within the 100 year flood elevation (34 feet). Since the existing grades and flow patterns will remain essentially unchanged, the only impact on flood storage will be due to the building. Existing Building Area = 1550 square feet Proposed Building Area = 1200 square feet Difference in Building Area = -350 square feet Based on this analysis, this project will result in a net increase in flood storage due to the decrease in building area. Member ,rz5��*V Tyree , .. Environmental Technologies Should you have any questions or need additional information, please do not hesitate to contact me at (508) 871-8400. w Sincerely, TYREE CONSULTING COMPANY OF Or STEPHEN �cy P Stephen P. DeCoursey, P.E. �� De CIVIL No. 36424 Enclosures • ';� �s�c� ��,� MAL Project W96035 c:\files\mobil\nandover\flood.Itr Member Tyree T Environmental Technologies `1 10.!23/96 019:52 EASTERN CONSULTING 508 628 9542 NO. 493 POI . I Facsimile Cover Sheet To: 8c..5 I\tfc-E.T Toq �. Company: �N. AP4:vvvz- - 13j, co/u6- Phone: Fax: From: 'S-r for Phone: (508) 871-8400 Fax: (508) 871-8401 Date: rd�2�j9 Total Pages including this cover page: �- COMMENTS: C<F- t c a7�, � C=' 61.4Z3�� AS r OCT 2 3 1996 10/23/96 09:57 EASTERN CONSULT IN13 4 508 68:3 95412' N0. 493 002 u. P0,01, I lop N' 10/23196 THIS CERTIPI ATE 18 1661,160 AS A MATTER Of INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE AON Risk Services , Inc , of NY HOLDER. THIS CERTIFICATE DOE3 NOT AMEND, EXTEND OR P .O. BOX 9339 ALTER THE COVERAGE AFFORDID BY THE POLICIES BELOW. 333 Earls Ovington Blvd , COMPANIES AFFORDING COVIIIRAGE Uniondale , NY 11553 COMPANY $16-794-7000 A Commerce & Industr IM8 . Cc, -Na-uww _ - --l-COMPANY Tyree Organization , Ltd , Nctlonal Union Fire Ih9 , O, 9 Otis Street I COMPANY Westborough , MA 01581-3311 C COMPANY Z0 or I.,-IIM2?1'�MHAI"E' g p r q ., R,17 014 10 K1111ml m.m THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED EiELOW HAVE BEGNISSUED TO THE INSURED NAMED ABOVEF OPT HE POLICY PERIOD tNDICA TED,NO TWITHST ANDING ANY ME QUIR EM9NT,TERM ORO 0 NDITION OF ANY CONTA ACT OR OTHER DOCUMENT WITH RESP E CT TO WHICH THIS CERTIFICATE MAY 55 ISSUED OR MAY PERTAIN,THE INSURANCE AIRFOADED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TQ ALL THE TERMS, EXCLUSIONS AND CONDITIONS Or SUCH POLICIES,LIMITS SHOWN MAY HAVE DIEN REDUCED BY PAID CLAIMS Col i TYPE OF INOURANOT POLICY NUMBER paLlays"goTlyg ! POLICY EXPIRATION LIMITO LTR i DATE JMMIDDIffl DATE(Mmmy) —1- -- ---- - I !1 - GENERALLIABILITYQ5199RAL A05REGAT2 $ 2 0001000 A kBILITY CMGL3405319 1 9129/95 3131/97 ;P9ODQCTS,CQVP/OP AGG is 1 ,000,000 COMMERCIAL GENERAL 0� CLAIMS MAOI: OCCUR: PERSONAL & ADV INJURY I!1 1 000 ,000 OWNER'S&CONTRACTORS PROTEACH OCCUPPENCE S 110,00 ,000 — - 'm 'FIRS DAMl.GE(Any ame f1re) $ 50 ,000 pro a JMED EXP iAmy one person) AinOMORILILIASLITY COMBINEC SINQLE LIMIT CA2771914 A ANY AUTO 9/29195 3/31 /97 1 000_,,000 ALL OWNED AU10t 11QDII.Y IHJURY(Per perste) 9QM1PULRC) AUTO$ HIRED AUTOS I BODILY INJURY TS NON,OWNE0 AUTOS 1PROPEW1 CAMAGE GAAAGELIADLITY AUTO ONLY - EA ACCIDENT $ OTHER AN AUTO ONLY; ANY AUTO EACH ACCIDENT AQGPZGATE I Excess LIA911I.Irf EACH 0C;UAMENCE S 1 0 , , A UMBRELLA FORM SE6081604 9/29/95 3/31/97 AGGREGAT 10 000 000 QTMI[P THAN UMBRELLA FORM WORKERS OOMPINIATION AND j STATIJTORY LIMITS IMPI.OYIRS'LiARLITY WC8297534 2/011 1197 EACH ACCIDENT 11000 ,000 THE PROPRIETOR/ INCLI rp—,KAK POLICY LIMIT S 1 QQQ 000 PARTNER1101EXECUTIVE OFFICERS ARE: GXQLI LIMANt EACH IMPLCYE E 8 1 ,020 ,000 OTH" i7 D114CRIPTION OF MRATIO N1&O§A'TI5N66 CLIb1APECIAL ITIM9 Joh ; Mobil 01-369 , 12 Massachusetts Ave, N, Andover . MA. Town of North Andover Is Additional Insured on General' Liability and Umbrella for this jobOn IV, --tKOULD ANY OF THE ABOVE DESCRIBED 11*LIOI0# 81 CANCEL1.60 BEFORE THE I EXPIRATION DATE THEREOF, THE ISSUING COMPANY WLL ENDEAVOR TO MAL Town of North Andover DAYaW%f"BN NOTICE TO THROIRTIFIOATE HOLDER NAMIC TO THALE", 146 Main StrOOt OCT 2 3 1996 l�Vy PAILURN TO MAL SUCH NOTICE 114AW.IMPOSE NO 0SLIGATION 014 LIABLfff UPON THE COMPANY, 111 AaRNTI OR REPAIIIINTATIVB#, North Andover , 14A 01846 ANY KIND r. JOYCE SRA► HAW TOWN CLE"K _ x T H D O 7 FN&RT H A N D O V E R nyap 11 SETTS thin ®gfra K) l.t� � cNG� . ids StP 19 3 G8 'r X96 .e of the t Sim ' ' ' An to PV4 W7 V1 e4-*s Iff 44,qr OF 0 E C I S ION I've �- — //,zS�,94 September 19 1996. Date . . . . . . . . . _ Aug 20, Sept 3, 1996 Date of Hearing Sept i7. 1996 . . Mobil Oil Corp. c/o Tyree Engineering Pe-Itlon Of Premises affected . . . Massachusetts Ayenpo, . . . . . . . .. . . . . . . . .... . . . . . .. . . . the L u i_e. _n ., _ from G L , r 41 De: nit t, D ecl III. �r � e. or. fo_ Re�e_.�n� �o the aoo�e p _ _ North Andover Zoning Bylaw Section 8.3 . Qi� the . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ::.. allow the construction of a 1200 sq ft one story building. ; . . . . . . . . . . _ . . . . . . . . . . _ to Board ,JO� d nn_ .. ane P la _ _ ..� .w v aa�., _ ,, e aoo e � _ � r. the T- n .o - � hearing _+�e _ I :.lea -- it .__�.._ � puolic � � - CONDITIOfiiALLY lU =APPROVE . . . . . . . .the -- II , based upon the foliocvina conditions CC: Gj -ector of Public Works Building Inspector Natural Resource/Land Use Planner Health Sanitarian Signed Assessors Police Chief Joseph V: Mahoney. Cha rman Fire Chief an Aooiicant q`P 2 O Richard . . . . . . . . . . .Chai_m. . . . . . Engineer F_leAlison Lescarbeau., Cerk • - Interested Parties _. -.:chard Nardelia Attv. Scalese stated that the bark next door is the nearest + abutter and he had a letter from them stating that they approve and support the .plans . Mr . Nardella asked about repair bays and was told there will be no repair bays . ;The rest rooms will be inside the building. Steve Decourcy was present and stated that . he will respond to John Chessia' s comments (Coley &` Colantonio) via fax to the Planning Office on. Wedn.esday. Mr . Nardella asked if there was any intention to : sell beer and wine, and was told. . under this application the answer ,is "no . " Mr . Simons stated that obviously the building is in the flood. plain and Ms . Colwell stated that the erosion on the banking area will .be addressed by Conservation. Ms . Lescarbeau asked how many parking spaces are on the right hand side and was- told "five . " Discussion continued until. September 3, 1996. The North Andover Planning Board held a regular meeting on September 3, 1996 . The following members were present : Joseph V. Mahoney, Chairman, Richard Rowen, Vice Chairman,. Alison Lescarbeau, Clerk and John Simons . Discussion of this project is continued until September .17, 1996. At the last meeting a .woman in the :audience pointed out that the legal notice for this project did not include .the address of the project. the situation was discussed by the Board and the applicant and it was decided .that anew legal notice,. which would include the address, be -published. The North Andover Planning Board held a regular meeting on September 17, 1996 . The .,following' members were present.: Joseph V. Mahoney, Chairman, Richard Ro.wen, Vice Chairman, Alberto Angles, Associate Member., John . Simons- and Richard Nardella. Continuation of the public hearing. Ms . . Colwell stated that the. public hearing was continued in ,order to print a new. notice in the paper stating the address of .the :site which was left' out of the original notice Ms . Colwell stated that all issues have`been resolved, Con Com closed their public hearing. at the last meeting. Mr. Angles asked about the hours of operation and the manager stated 6 : 00 , a .m. to 10 : 00 p .m. Mr . Nardella asked if there were any plans to sell alcohol and the manager replied "no . " On a motion by Mr . Angles, seconded .by Mr. Nardella, the Board voted as follows to close the public hearing : Mr . Mahoney yes Mr . Simons yes 2 12 Massachusetts Avenue (Mobil Oil) Site Plan Review- Special Permit The Planning Board herein approves the Special Permit/Site Plan Review for the construction of a 1200 sq. ft. one story building to be used as a convenience store located in the General Business Zoning District. The existing service bays of the,service station will be removed. This Special Permit was requested by Mobil Oil Corporation c/o Tyree Engineering; 9 Otis Street, Westborough, MA 01581. This application was filed with the Planning Office on July 29, 1996. The Planning Board makes the following findings as required by the Zoning Bylaw Section 8.3 and 10.3: FINDLNGS OF FACT: 1. The specific site is an appropriate`location`for-the project as it is zoned for general business and is currently the site of a service station. 2. The use, as developed, will not adversely affect the neighborhood as sufficient buffer zones have been created to shield the use from adjacent properties. 3. There will be no nuisance or serious hazard to vehicles or pedestrians; 4.' The landscaping plan approved as a partof-this plan meets the requirements of Section 8.4 of the Zoning Bylaw with review by the Planning Board; 5. The site drainage system is designed in accordance with the Town Bylaw requirements subject to the conditions of this decision; 6. The applicant has met the requirements of the Town for Site Plan Review as stated in Section, 8:3 of the Zoning Bylaw; 7. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. Finally, the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8:35 but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant.provided the following conditions are met: SPECIAL CONDMONS: 1. Prior to any work on site, the applicant shall adhere to the following: a) The applicant must submit the mylars to the Planning Board for endorsement. b) •A full- set of site plans must be submitted to the Town Planner for review within ninety days of filing the decision with the Town Clerk.. C) A bond in the amount of five thousand (55,000) dollars shall be posted for the not to shine upon abutting properties or streets. The site shall be reviewed by the Planning Staff. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. d) .All buildings shall have commercial fire sprinklers installed in accordance with the North Andover Fire Department. 4. Prior to the final release of security: a) The site shall be reviewed by the Planning Staff. Any screening as may be reasonably required by the Planning Staff, and/or Tree Warden will be added at the applicant's ; expense: 9 b) A final as-built plan showing the location of all on- site utilities, structures, curb cuts, parking spaces and drainage facilities must be submitted to and reviewed by the Division of Public Works. 5-. Any plants, trees or shrubs that have been incorporated into the Landscape Plan approved in this decision that die within one year from the date of planting shall be replaced by the owner: 6. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. T Gas, Telephone, Cable and. Electric utilities shall be installed as specified by the respective utility companies. 8. All catch basins shall be protected and maintained during construction with hay bales to prevent siltation into the drain lines. . 9. No open burning shall be done except as is permitted during burning season under the Fire Department regulations: I Q. No' underground fuel storage shall be .installed except as may be allowed by Town Regulations. 11. All signs must comply with the sign bylaw. 12. The provisions of this conditional approval. shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 13. Any action by a Town Board, Commission;.or Department which requires changes in the plan or design.ofthe building as presented,to the Planning Board, may be subject to modification by the Planning Board. 14. Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial, the applicant must submit revised plans to the Planning Board for approval. 15. This Special Permit approval shall be deemed to have lapsed after (two years from the date permit granted) unless substantial e or construction has commenced. Substantial use or construction will be determined by a majority vote of the Mobil Gas Station Storm Drainage Calculations PREPARED FOR MOBIL OIL CORPORATION 3225 GALLOWS ROAD FAIRFAX, VA 22037 12 Massachusetts Avenue North Andover, Massachusetts Prepared by: Tyree Consulting Co. Y 9 9 Otis Street Westborough, Massachusetts 01581 July, 1996 OF ®ate STEPHEN P, , DeCOLIRSEY CIVIL No. 36424® TABLE OF CONTENTS Page Drainage Report: 1. Introduction.............................................................................................................................1 2. Methodology..........................................................................................................................1 3. Existing Conditions................................................................................................................1 4. Proposed Conditions..............................................................................................................3 5. Conclusions............................................................................................................................4 Supplements: A. Storm Runoff Calculation Worksheets and Drainage Area Maps DRAINAGE REPORT 1. INTRODUCTION This report provides an analysis of the existing and proposed site drainage associated with the re-development of a Mobil Oil gas station and convenience store. The study establishes and compares pre- and post- development peak rates of storm runoff for the 10, 25 and 100-year design storms. Drainage impacts of the proposed development and measures to mitigate any adverse environmental affects are addressed in this report. 2. METHODOLOGY This report examines the site under existing and proposed conditions for the 10, 25 and 100-year storm events. TR-55, Urban Hydrology for Small —Watersheds—(Massachusetts Department of Public Works-Highway -Design—­ Manual/USDA-Soil Desigri- Manual/USDA-Soil --- Conservation Service) was used to estimate peak rates of runoff. See Supplement A for runoff calculation worksheets. The rainfall intensities were determined from the USDA-Soil Conservation Service rainfall distribution tables. 3. EXISTING CONDITIONS The site is located on Massachusetts Avenue in Andover, Massachusetts. The property is triangular in shape and is bound on its three sides by Massachusetts Avenue, the Shawsheen River, and the Lawrence Savings Bank. The site is currently developed with a 1500 square foot Mobil service station, a gasoline pump island with two multi-hosed dispensers, a canopy over the pump island, parking, and other facilities relating to the gas station. The site is surrounded by a six foot high wooden fence along the river and savings bank sides. The area around the service station is paved with bituminous concrete. The area beyond the wooden fence along the Shawsheen River is undeveloped. 1 The area of the site from the building forward drains into Massachusetts Avenue and enters the storm drain system through an existing inlet. The remainder of the site drains into the Shawsheen River. These are referred to as Drainage Areas 2 and 1, respectively. See the attached Drainage Plan. Runoff Quantities A stormwater analysis was performed to calculate pre-development runoff rates for the 10, 25 and 100-year storm events using the USDA-SCS TR-55 Method. This methodology is recommended in the Massachusetts DPW Highway Design Manual previously referenced. The pre-development peak rates of runoff are resented in Table 1. Refer to Supplement A for S p � pp calculations.) Table 1 PRE-DEVELOPMENT STORMWATER RUNOFF RATES Runoff rates by Storm Event(cfs)* 10-Year 25-Year 100-Year Drainage Area 1 1.60 1.89 2.35 Drainage Area 2 0.62 0.71 0.87 Total 2.22 2.60 3.22 * cfs =cubic feet per second 2 4. PROPOSED CONDITIONS Under proposed conditions, the existing building will be demolished and a new 1200 square foot building constructed further back on the site. An additional pump island and canopy will be installed adjacent to the existing pump island. The existing pavement will be patched as required. Where possible, existing pavement will be removed and replaced with landscaping. There will be no work beyond the existing limits of development. The drainage pattern for the site will remain essentially unchanged from the existing to the developed condition. Runoff Quantities The stormwater analysis for proposed conditions was performed for the 10, 25 and 100-year storm events using the USDA-SCS TR-55 method. The post-development runoff rates are listed in Table 2. Table 2 POST-DEVELOPMENT STORMWATER RUNOFF RATES Runoff rates by Storm Event(cfs)* 10-Year 25-Year 100-Year Drainage Area 1 1.51 1.85 2.27 Drainage Area 2 0.31 0.36 0.43 TOTAL 1.82 2.21 2.70 S * cfs =cubic feet per second 3 5. CONCLUSIONS The proposed development will result in a slight decrease of the peak rate of runoff from the pre-development condition for the 10, 25 and 100-year storm events under the post-development condition. A comparison of pre- development and post-development conditions are presented in Table 3. Table 3 STORMWATER RUNOFF RATE SUMMARY Development Condition Runoff rates by Storm Event(cfs�* 10-Year 25-Year 100-Year Pre-development 2.22 2.60 3.22 Post-development 1.82 2.21 2.70 Difference -0.40 -0.39 -0.52 The overall decrease in peak runoff rates is due to the additional landscaped areas proposed for the site. Additionally, these landscaped areas will improve the quality of stormwater runoff from the site. 4 Supplement A Storm Runoff Calculation Worksheets and Drainage Area Maps Worksheet 2: Runoff curve number and runoff Project -50"x`✓(b �l L 41- 3e�j By. SS2 Date 7 IG (o Location' W27h' Atij ,? rv1A Checked Date Circle one: Present Developed -91LA A6C. Ay ,&A 1. Runoff curve number (CN) Soil name Cover description 1/ Area Product and CN — of hydrologic (cover type, treatment, and (I M CN x area group hydrologic condition; cv i i m acres percent impervious; N ❑mi'- unconnected/connected impervious 1-4 ,o (appendix A) 117- area ratio) M -H H k, k. MP�5ti-✓)0 V 5 A SPIM lvr (Ar Cay d) G wava�'o /�,t ��a - Gbvo Gn,�al Ybr✓ �b O,O`� y- 9� f ui 5 kn I-a.n-r� 1/ Use only one CN source per line. Totals = 0. 7j 7 3y 3 0 CN (weighted) = total product - 31130 Use CN = total area U � 2. Runoff Storm #1 Storm ;f2 Storm #3 Frequency /U `z`7 /DD Rainfall, P (24-hour) .. . . . . . . . . . . . . . . . . in 3 �� Runoff, Q .. . .. .. . ... .. . . . . . . . . . • •• in 3� Z/ (Use P and CN with table 2_-1, fig. •2-1 , or eqs. 2-3 and 2-4. ) D-'L (''>1 U V I '1'R 55, Second Ed., .lune 1986) Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project bi— 8y Date 6 b � NvI��N 7 Location q�pv✓�:n MA Checked Date Circle one: Presents Developed VAA INA6L qA-6�/1 �� Circle one: Tc Tt through subarea NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic, or description of flow segments. Sheet flow (Applicable. to Tc only) Segment ID 1. Surface description (table 3-1) ............ P "N w01)n5 2. Manning's roughness coeff., n (table 3-1) O,YD 3. Flow length, L (total L < 300 ft) .......... ft 76>, 4. Two-yr 24-hr rainfall, P2 in 3, 0 3,D 5. Land slope, s .............................. ft/ft 603 0.2 S 6. Tt = OPOoyS<SO)0.8 Compute Tt ...... hr 'U� + 2 Shallow concentrated flow _-Segment ID \ 7. Surface description (paved or unpaved) 8. Flow length, L ............................. ft 9. Watercourse slope, s ....................... ft/ft 10. Average velocity, V (figure 3-1) ft/s L + - O 11. Tt = 3600 V Compute Tt ... ... hr Channel flow Segment ID 12. Cross sectional flow area, a ............... ft 13. Wetted perimeter, pft w 14. Hydraulic radius, r P a Compute r .... . . . ft w 15. Channel slope, s .. ... .. .. ........ . ... .. . . . . ft/ft 16. Manning's roughness coeff., n ... . .. . . . . . . .. 11. V = 1 .49 r2/3 sl/2 Compute V .. . . . . . ft/s 18. Flow length, L .... ... ... . . . . . . ... . . ... . . . . . ft L 19. Tt = 3600 V Compute T hr { _ 20. Watershed or subarea "r c t or 'C (add T in tees 6, 11 , and l9) . . . . . . . hr 0� � c . "�L 04 tip. Nt-)IMN/h PO(I- 172-55 Worksheet 4: Graphical Peak Discharge method \ Project f✓1 Del L SSa By S 2 Date Loca t ion N N'Al MA Checked Uate Circle one: Preset Developed //Ann ^ } /JAGS 1. Data: Drainage area . . "• Am =0- 0006 mit (acres/640) Runoff curve number CN = !3 �_ (From worksheet 2) Time of concentration .. Tc = O_ , / _ hr (From worksheet 3) Rainfall distribution type _ JE _ (1, IA, II, I I I) Pond and swamp areas spread throughout watershed - - percent of Am (_ _ acres or mid covered) Storm lit Storm #2 Storm #3 2. Frequency 3. Rainfall, P (24—hour) 61-3 Initial abstraction I (U�e CN .with table 4-1.) S. Compute I /P 1 G O 3 tL 6. Unit peak discharge, q ....... .. . .. ..... csm/in ?o0 70P �dfl (Use Tc and Ia/P with exhibit 4— ) . :.Runoff, Q ... . . . ..... . . ... . . .. . . . . . . .. . .. / (From worksheet 2). In 3 8. Pond and swamp adjustment factor, F / (Use percent pond and swamp area p / with table 4-2. Factor is 1.0 for zero percent pond and swamp area. ) 9• Peak discharge, q (Where q = q A QF ) P u m p \ c ll-4 (210-11I-TIT-55, Secon(1 Worksheet 2: Runoff curve number and runoff Project b SSS dl—3By. 554 Date Location 112Xrr14 A,J6Dv1 /L1 MAI Checked Date Circle one: Present Developed 1. Runoff curve number (CN) Soil name Cover description Area Product and CN -11 of hydrologic (cover type, treatment, and (1 CN x area group hydrologic condition; N i i O acres percent impervious; a) ❑mit unconnected/connected impervious � to (appendix A) area ratio) Ca H c� I�pk2v�17V,S /5PJJ„�� G w bVo.t--,O A a,6A - 669,0 0,07 9D Ur lvibw�Gadd) G w�az 98 d.l /3 -7z Or (V J PA L4AA9 OPW SPA z,& -71, 1/ Use only one CN source per line. Totals = U'y/ 3-7. Z)6 CN (weighted) = total product -3 ,2(0. 90 Use CN = total area 9 2. Runoff Storm #1 Storm #2 Storm #3 Frequency .. .. .. . . . . . . . . . . . . . . . . . . . . . . .. yr /D o?S /0 0 Rainfall, P (24-hour) . . . . . . . . . . . . . . . . . . in S! 5-13 Runoff, Q . .. . .. . ... .. . . . . . . . . . . .. in 3, • y. q (Use P and CN with table 2-1 , fig. 2-1 , or eqs. 2-3 and 2-4. ) D-2 (210-V1-TH-55, Second 1',d- June 1986) .0 y Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project %D31L 65)1� O�—�iyq By SSS Date -1/1� Location NPIIIW A0f7VUL(t 1 rA Checked Date Circle one: Present evelope o NAS A q -)�r Circle one: Tc Tt through subarea NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic, or description of flow segments. Sheet flow (Applicable to Tc only) Segment ID AD SiK.oD7 - 1. Surface description (table 3-1) AVCM,601 2. Manning's roughness coeff., n (table 3-1) 3. Flow length, L (total L < 300 ft) ......... . ft 4. Two—yr 24—hr rainfall, P2 in S. Land slope, s ........................... .. . ft/ft 6. Tt = OP. 50.4 + 00 (SnQ Compute Tt ...... hr d,02 2 Shallow concentrated flow - _ ------- Segment ID gG G0 � 7. Surface descr�.ption (paved or unpaved) ..... 644S!5100005 � 8. Flow length, L ........... .................. ft b 6 '. 32' 9. Watercourse slope, s .................... ... ft/ft 0,0/ O-ZS 10. Average velocity, V (figure 3-1) ..... .. .... ft/s 6 8,0 11. L Com ute T ...... h / U / Tt 3600 V P t r Channel flow Segment ID 12. Cross sectional flow area, a ........... .... ft 13. Wetted perimeter, p ft w 14. Hydraulic radius, r = P a Compute r ... . . .. ft u 15. Channel slope, s ... . . .. . . . . . . . ... . . .. .. . . . . ft/ft 16. Manning's roughness coeff., n . .. . . . .. . . . . .. 1 .49 r2/3 s1/2 11 U. V = Compute V fL/s 18. Flow length, L ... . .. . ... . . . . . . . . . . . .. . . . . . . ft L + 19. Tt = 3600 V Compute 1' hr t . 20. Watershed or subarea 1'c r or T (;add T in .Ceps 6, ll , and 19) .. . . .. . hr �'D-3 � Vsl= b, I Ar. M1N�rnVM P/t 5� r r M ♦ f Worksheet 4: Graphical Peak Discharge method , Projectc�Jc pl_ 'p)9 By 55R Date Locat tori No6'7"N AaA ? ,'1 M� °v Checked • Da t c Circle one: Present Developed -)N D/l ►NAIf-- ANSA l f� 1. Data: Drainage area ... . .. . A - 0 (, t M — aa mi (acres/640) Runoff curve number . ... CN (From worksheet 2) Time of concentration .. Tc = hr (From worksheet 3) Rainfall distribution type = (I Pond and swamp areas spread throughout watershed Q percent of At m ( acres or mi Storm 11 Storm #2 Storm #3 2. Frequency ... .. .. . .. . . . . . . .. yr /6 2�j' J11D 3. Rainfall, P (24-hour) in Initial abstraction I (U�e CN -with table 4 98. 5. Compute Ia/P .... .. ....... .. 6. Unit peak discharge, q (Use Tc and Ia/P with exhibit.4-• . . .) csm/in 7D� jDD 'JOU ..Runoff, Q ... . . . . . . . .. .... . ... .. . . . . . . . . . y Y � "(From worksheet 2). in 8. Pond and swamp adjustment factor, F (Use percent p E:ET:Z:T 1 pond and swamp area with table 4-2. Factor is 1.0 for 7ero percent pond and swamp area.) 9- Peak discharge, q /. si / ems a, 27 cfs (Where qp = quAmQFp) -- DA (L 10 V[•'1'!t SS, Second I:d., .lune 1986) Y Worksheet 2: Runoff curve number and runoff ` Project M-019,1 L SS D1-3bq By Date Location IwIA Checked Date Circle one: Present 1 Developed PAA I &),d 4-C--4 Z 1. Runoff curve number (CN) Soil name Cover description 1/ Area Product and CN — of hydrologic (cover type, treatment, andci MCN x area group hydrologic condition; cv i t ®acres percent impervious; W N ❑mit unconnected/connected impervious 'o ❑ (appendix A) area ratio) m -H H Ur LAI' - GavD co,JoiTbn/ D,oa 3 p 9-a nasi 1/ Use only one CN source per line. Totals = O,Y23 CN (weighted) = total product - /�. 9� - ) b p� total area �X23 - 9.' ; Use CN = 2. Runoff Storm 111 Storm ,12 Storm 113 Frequency . . . . . . . . .. . . . . . . . . . . . . . . . lD Z s fob . . . . . yr Rainfall, P (24-hour) . . . . . . . . . . . . . . . . . . in Runoff, Q in (Use P and CN with table 2-1 , fig. 2-1, \ or eqs. 2-3 and 2-4. ) D-'L ('�l Q V I '('1� 55, Second lid., Junr l�)5(i) Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project OP31L,. SSIA` DI- 38q by Date Location _ �ph(�J,gIJIJp�r~('L �j� Checked Date Circle one: 1)reSe1lt Developed ]2/(,41 P p b A"A 2 Circle one: Tc Tt through subarea NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic, or description of flow segments. Sheet flow (Applicable to Tc only) Segment ID sr•wD-f/J - 1. Surface description (table 3-1) ............ PAvWC-4 2. Manning's roughness coeff., n (table 3-1) 3. Flow length, L (total L < 300 ft) .......... ft 9�0 4. Two-yr 24-hr rainfall, P2 in 3.0 5. Land slope, s .............................. ft/ft O 2 0.007 (nQ 0.8 6. Tt = P 0.5 0.4 Compute Tt ...... hr 2 s Shallow concentrated flow Segment ID ` 7., Surface description (paved or unpaved) ..... - 8. Flow length, L ft 9. Watercourse slope, s ....................... ft/ft 10. Average velocity, V (figure 3-1) ft/s L + 11. Tt = 3600 V Compute Tt ...... hr Channel flow Segment ID 12. Cross sectional flow area, a 2 13. Wetted perimeter, pft w 14. Hydraulic radius, r = P a Compute r ..... .. It w 15. Channel slope, s ..... .. . . .... .... ... . .. . . .. ft/ft 16. Mannin g s roughness coeEf., n ... .. . . . . . . . . . 17. V = 1 .49 r2/3 1.,1/2 n Compute V .. . . . . . ft/s 18. Flow length, I. ... . .. . .. . . . .. .. . . . . . . . . .. . . . It 19. Tt - 3600 V Compute T t hr = � -- 20. t:atershed or subarea T c rt. or T (add T in steps 6, 11 , and 19) . . . . .. . 11 Geo 2 � . v 51, 0.I ! ,-, M I v-ol . —ra-- J� (•)I!\ VI •T I) r7! C, 1'x,1 T...... .acs.•. '`l.'1 s Worksheet 4: Graphical Peak Discharge method Project rv�U/31 L fjsd�- 'j . BY Date Loca t ion O pI,I/ ACOP✓�(t A Checked ^ Datc Circle one: resent Developed 1. Data: Drainage area .. .. . . . . . . Am - b•D_a_2 m12 (acres/640) Runoff curve number . ... CN = _ 9 (From worksheet 2) Time of concentration Tc hr (From worksheet 3 Rainfall distribution = type (I, IA, II, III) Pond and swamp areas spread throughout watershed ...... . = p percent of Am ( acres or mi2 covered) Storm 11 Storm #2 Storm #3 2. Frequency 1 2ZJ yr �U U 3. Rainfall, P (24-hour) 6 in Initial abstraction, I (Ue CN_with" table 4-1.) S. Compute I /P . ... �/ a . ... ... .. . .. . .. .... ...... -- ODl / U'b/2 6.0/ 6- Unit peak discharge,l; , !u .. ..... . .. . . ..... csm/in 700 (Use Tc and Ia/P with exhibit 4- ) . . Runoff, Q . . . . . . .... .. . ... . ... .. . .. . .. ... In ('From worksheet 2). d•2 8. Pond and swamp adjustment factor, F (Use percent pond and swampp area with table 4-2. Fact or is 1.0 for zeroercent P pond and swamp area.) q• Peak discharge, q 0 (Where q ) = q A QF ) u m p f)-4 (210-VI-'1,1j-55, Second l;d., June I�ItiG) Worksheet 2: Runoff curve number and runoff . Project M ig'o- 55>�'O1—36 l By SS1 ` Date 7 /6l% ` Location O02M/J AN�Du�/L l�/� Checked Date Circle one: PresentDeveloped ` 1711vtt>1r61 AA-�A 2 i t, 1. Runoff curve number (CN) . Soil name Cover description 1/ Area Product and CN — of hydrologic (cover type, treatment, and C1 CN x area group hydrologic condition; C'4 t t ®acres percent impervious; 4W ❑mi2 unconnected/connected impervious oO O (appendix A) area ratio) H v� MP�1WlvvS s PAT-t NCr A/t-5A �g U,OW 7 7/ ur (VV 4A Lan.d.) 6Q1rN 5PA liC L �bDa c.�N.O,Yor� 7Y o,�a�f o aq� ;ta%w 1� Use only one CN source per line. Totals = �DBJa $`D3fo CN (weighted) = total product - 6?,036 - total area � �� Use CN = g OB.3 2. Runoff Storm #1 Storm ,12 Storm #3 Frequency . . . .. . . . .. . . . . . . .. .. lb /00 Rainfall, P (24-hour) . . . .. . . . . . . . . . . . . . in Runoff, Q . . ... .. . . ... . . . . .. ... .. .. . . . . in (Use P and CN with table 2-1, fig. 2-1 , ur t-qs. 2-3 and 2-4. ) D-2 (210-VI-TIZ-55, Second ' a Worksheet 3: Time of concentration (Tc) or travel time (Tt) Project _ 1,4ya1 L 5S DI— Zbq By G5ew— Date L Location MA Checked Date t Circle one: Present Developed Y2�AItJAG-r= Ak, Circle one: Tc Tt through subarea NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic, or description of flow segments. Sheet flow (Applicable to Tc only) Segment ID G D 1. Surface description (table 3-1) S�' Wrli Avg 2. Manning's roughness coeff., n (table 3-1) 3. Flow length, L (total L < 300 ft) .......... It (, 4. Two-yr 24-hr rainfall, P2 in 3,0 5. Land slope, s .............................. ft/ft 62 = Op0.50.4 00 (SCompute Tt ...... hr 'D Z + 6. Tt = b 2 2 Shallow concentrated flow Segment ID . 7.. Surface description (paved or unpaved) .... .. 8. Flow length, L .. It 9. Watercourse slope, s ft/ft 10. Average velocity, V (figure 3-1) ...:....... ft/s L - �11. Tt 3600 V Compute Tt ...... hr + Channel flow Segment ID 12. Cross sectional flow area, a ............... ft 13. Wetted perimeter, p It 14. Hydraulic radius, r = a Compute r ... ... . It Pw 15. Channel slope, s .. ...... . . . . . . . .. .... .. . . .. ft/ft 16. Manning's roughness coeff., n ... . . . . . .. . . .. 17. V = 1 .49 r2/3 s1/2 n Compute V .. . . . . . ft/s 18. Flow length, L .. . . .. . ... . . .. . . . . . .. . . . . . . . . It 19. TL { t - 3600 V compute r . . . .. hr L 20. Wacer.>hed or subarea T t C or t T (add 1' in ;:Ceps 6, ll , and 19) . . .. .. . hr U'UZ � �S� D,� Grp. Mf��l�'`L,•'� in,n All I'D r.r. ,�.. . ....� r. .i t...... cru.,• Il.'{ Worksheet 4: Graphical Peak Discharge method Project (nb/3J L SLS -- 38 _ B � — Y 5S/2- Date Loca L ton ` 00 PVA � l Checked Date Circle one: Present Developed -DM�,JAc 1. Data: Drainage area Am --b�U mit (acres/640) Runoff curve number . ... CN = _9'J (From worksheet 2) Time of concentration .. T c0. / _ hr (From worksheet 3) Rainfall distribution type = (I, IA, IL, III) Pond and swamp areas spread throughout watershed - O percent of Am ( acres or mi2 covered) Storm I1 Storm #2 Storm #3 2. Frequency 3. Rainfall P (24-hour) c� in 3 6 Initial abstraction, I _ ..._� _ ---_._— - --a --''—� •-••••... - -�-3n --0,06.-'x- --0-OhZ -- - - - - -- - _. -._. 0;.06.2 (I;�§e CN .with table 4-1.) 5. Compute I /P 0,012 6. Unit peak discharge, qu . . . . . . . . .. ....... csm/in 7190 '79D fob (Use Tc and Ia/P with exhibit 4- ) :.Runoff, Q . . . . . .. . ." in y y 512 --(From worksheet •2).. .. . ... . . •. 8• Pond and swamp adjustment factor, F (Use percent pond and swamp area p with table 4-2. Factor is 1.0 for zero percent pond and swamp area.) 9• Peak discharge, q p . . . . . . . . . . . . . . cfs (Where q = q A QF ) P u m p DA (L10-VI-'I'IZ-55, Scconrl (:d., ,lune I�I�S(i) I. z /77�z�� z` g• 1 0 Q p�� B�Y �1 d ze JIM F l®r � � � �'�E P�i g �� � �. i� ' +�� dpi 6� �a' � ¢ 3j �� � � �• �$ � � a ` �Y f ! Q a �1 !P� � • Y ! �( a }� 19 Y ap oily. .e Q•4g 9! 4/ g !C�' \•- " ] Opi °a e e 1e yp ggd g!,Fey grt !- v Jr q l`1 1' t8 � •y �, '` ---�r•r•+w•� .r� --'" "_ ---�pis — � �j j 'I; i� 1111 , ` li Ij �,;, all r v> 9 ti• 1 , i I • ( h z ' v // ;•;�� • ��1 GENERAL NGTES/ii%��� V G.` ///� i ,.m.,..c,o,wEv■mac m,w■,ra,an rnt■siwna.s!wan ro EarErtn[.,,n wn EEc_xi• �� .r �nacian.c.m,me,wnw wmooa ossvrcaemcxaM j%%%//.C,✓r �� ,sir,w n \ .�aaam�Mm.,�ircrwa a w Liar W /j///� W i lOwusmn,■x�im■�m.,iawm�i,m�i / / / ✓. .W nmsaww>o�uton s �/ / •W ,.,,L.O![■11■MICR-0-■199M1t l4IOl■ r__———_—_——_1 \ ODM■„[M�'n,U■L�.O■DOO,O,.LIq S4MON1�� '�� /// �� �{i•� a ff!=K mE,wc,at� xm ro.oir.•nc-arc /////// / I I �,ES I ' ♦ I � // .' t,-mo-m-.s..>n,am�..a m�wr occewnwdnasrt. / so ma, (° L86iStlB f"LOU .aowxc eonai n ana..•s�muoncw,a / =;' / � I W :�, a y,+ n■mic§I.(1T WOE 61MnM 1 rrt-.u,a rwsw naa.Eur+iw RLW gs+a•'N,w—-..er i ... ,$n h1. / �� - MASSACHUSETTS AVENUE mus?fLu4,710N GRAPHIC SCALE r — 'Il'�IS71��FS®iQII.'llIISs��, euerr+t `�" GRADING do DRAINAGE PLAN � v .«,..� ....E. o- Q, ip Aon Risk Services Construction Services Division Y October 23, 1996 Town of North Andover 146 Main Street North Andover, MA 01845 Re: CERTIFICATE OF INSURANCE TYREE ORGANIZATION, LTD. Dear Sir: Enclosed please find Certificate of Insurance issued on behalf of the above named insured to Town of North Andover. We trust you will find the enclosed in order; however, -should you have any questions, please feel free to contact our office. Very truly yours, Fran Steigleider for Frank D'Errico cc: Beth Brown, Tyree, Fax #508-871-8302 fs Enclosure 4t Aon Risk Services, Inc. of New York 333 Earle Ovington Boulevard,Suite 515 •Uniondale,New York 11553 tel:(516)794-7000•fax:(516)794-7089,(516)794-7092 .... .. ............................................................................................................................................... Xxxx- ................ DAT DIYY) ............ 4%4:i:4...... ... ................. X.: ............................................ ............................................................................... IF..:::: ::IN: IR ... ............................................................... I . ........ ......... .. . ... ..................... ........ AN.0-- ................... 11.01 T" .....rwfx ... .............. ... ....... 10/23/96 ............................. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE AON Risk Services , Inc . of NY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P .O. BOX' 9338 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 333 Earle Ovington Blvd. COMPANIES AFFORDING COVERAGE Uniondale , NY 11553 COMPANY 516-794-7000 A Commerce & Industry Ins . Co. INSURED COMPANY Tyree Organization , Ltd. B National Union Fire Ins . Co. b 9 Otis Street COMPANY Westborough , MA 01581-3311 C COMPANY D ........... ........................................................ .............................................................. ................ ............ ......................................... .... ................... ........... .............................. :.:.:.................................................................................................................................... .......... .......**"*...... .................... ................ ...... .........:%.......... .................. . ............... ............................... :::::::: ................................. .............. .......................................... %.......... ........... ........ ......................... ....................... ............. ........................ ........ -X.P. ........ ......... ............ :. ... .......... .................................. ... ........ ...... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERMOR CONDITION OF ANY CONTRACTOR OTHER DOCUMENTWITH RESPECT TO WHICHTHIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co TYPE OF INSURANCE POLICY NUMBER POLICY IEFFECTIVE, POLICY EXPIRATIONLIMITS 1 LTR DATE( MIDDIYY) DATE(MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ 2 ,000 000 A X COMMERCIAL GENERAL LIABILITY CMGL3405319 9/29/95 V31/97 PRODUCTS-COMP/OP AGG $ 1 000 ,00() CLAIMS MADEOCCUR PERSONAL & ADV INJURY $ 1 000 000 F OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 1 1000 000 X Aggregate FIRE DAMAGE(Any one fire) $ 50 :000 I Per Project MED EXP (Any one person) $ 5 000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ A X ANY AUTO CA2771914 9/29/95 3/31/97 1 1000 ,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ .......................... ..................................... ANY AUTO OTHER THAN AUTO ONLY: .....­..............­........ ...............__................ ................­......I...... ..................... .............. .................... ............... EACH ACCIDENT $ i AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ 10 ,000 ,000 A X UMBRELLA FORM SE6061504 9/29/95 3/31/97 AGGREGATE $ 10 ,000,0001 OTHER THAN UMBRELLA FORM $ ........ .... WORKERS COMPENSATION AND STATUTORY LIMITS EMPLOYERS'LIABILITY ............... .......... WC8297534 2/01/96 2/01/97 EACH ACCIDENT $ 1 000 000 THE PROPRIETOR/ PARTNERS/EXECUTIVEINCL DISEASE-POLICY LIMIT $ 1000 :000 OFFICERS ARE: EXCL DISEASE-EACH EMPLOYEE $ 1 ,000 ,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESISPECIAL ITEMS Job : Mobil 01-389 , 12 Massachusetts Ave. N. Andover . .MA. Town of North Andover is Additional Insured on General Liability and Umbrella for this iob oniv. X. .... ................................................................................................... .. ................................x ............... ....... ................................................................ X X XXXXXX.... ...... ..... ................................ ............ ........................... ............... ...................................... .. ;.............................. .... ........X.: ... ........ ........ ............ ............... M. -C X. .............. .. .......... ......... ......... ......I .... ........... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAL Town of North Andover 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 146 Main Street BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY North Andover , MA 01845 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE % 190355000 ..........c4....................................... .......... .............. ...................... ..... ...... . ..................................... . .. .............. .................... ....... ..................... ............................................................. .............................. ............. ..................................................... ........ .................... ................................................................................... ......................... .x ...................................... .......... s CERTIFICATE OF U SE & OCCU PANPY Town of Borth Andover Building Permit Number 528 & 528A Date 1-02-97 4 THIS CERTIFIES THAT THE BUILDING LOCATED ON 12 MASSACHUSETTS AVENUE MAY BE OCCUPIER AS GAS & RETAIL FOOD SALES IN ACCORDANCE NVITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. NOT FOR CONSTRUCT,10N OF CANOPY MORrMMOBIL OIL CORPORATION o• ,,,, , ��o CERTIFICATE ISSUED TO 12 MASS. AVE.. enTn 1F - A - ADDRESS NORTH 0� R MA 0184 • ". ...mss:.:,f� .f! )/� �i � �C��i � =,C."us Building inspector / � O Town of Andover 0 V1 No. -j;z 'pyyo dower Mass. o�r®r��`r� �� 19 T ° �- LAKE 1 COCHICMEWICK V ' TED A°RAPPS\ '9S BOARD OF HEALTH Food/KitchenJ � '�/L.:1�� t Septic System PERMIT T . D BUILDING INECTOR THIS CERTIFIES THAT...MOI.Mkt... P....O... .. ... t�...................... Foundation has pei mission to erect..... ...... buildings on ...A.z...FlYlLP0.? .f -ll ... IirAt17. Rough to be odcupied as........................... .... .lt+. ..���� .� ... :. t .....S4 ' Aes..............................I........... Chimney provided that the person accepting this permit shall in every resperst conform to the terms.of the application ons file in Final this office, and to the provisions of the Codes and-By-Laws relating to the inspection, Alteration and Construcllion of 0 Buildings in the Town of North Andover. / PLUMBING INSGP�"�� VIOLATION of the Zoning or Building Regulations Voids this Permit. MoT F®a. —rett a� ° eV: u PERMIT EXPIRES IN 6 MONTHS F a J UNLESS CONSTRUCTION STARS EL / P coW , ....................................... ............................................... Service BUILDING INSPECTOR 9 Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough No Lathingor D Wall To Be Done " Until Inspected and roved b the Building Inspector. FIRE DEPARTMENT P PP Y 9 P Bumer -A�ox street 1Vo.�,� Aj X}ss +9 V Ae ;NSfdrJ1AA Smoke Det./,2/2#4 t.r 2 O H0RTH i Town of Andover 0 No.TZ Zo _ A dower, Mass.,�oyc mcc_r1 199 �}COC MIC ME WICK P °AATED P y E BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System 04. THIS CERTIFIES THATd / O/G BUILDING INSPE GR .......... .: .. Q .... . b! ................... . . ..... .... Foundation has permission to erect....... c :. .............. buildings on .......!a'.. ►r+`.. .1!ltQ h��l.? Z��,,.... '..... ,.... Rough . to be occupied as...........' ...a4.` �5....... .!� .n.!� QVC"I .... -/t'�.... . Chimney,Y provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to-the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. 901"et PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. too Q-6-90r4a-16 PULL-040 `7 1 o� Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR R°ugh ...................................................ix ... ...a.,. Service BUILDING INSPECTOR / -r ina Occupa.nc-,I Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. p Smoke Det. o�yy J07 — - - ! COMMONWEALTH OF MASSACHUSETTS i EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS T Z b d DEPARTMENT OF ENVIRONMENTAL PROTECTION w f Wti Metropolitan Boston—Northeast Regional Office JANE SWIFT It o SIN,-— Governor ° �11, BOB DURAND Q Secretary v UREN A LISS U"AR 2 6 200-11 L Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REQUESTED Mobil Business Resources Corp. RE: NORTH ANDOVER 1800 West Park Drive, Suite 450 12 MASSACHUSETTS AVENUE Westborough,Massachusetts 01581 RTN#3-21527 NOTICE OF RESPONSIBILITY; M.G.L. c. 21E & 310 CMR 40.0000 Attn: Irene Hodor, Territory Manager Dear Ms.Hodor: Information contained in a Release Notification Form (RNF) submitted to the Department of Environmental Protection (the Department or DEP) on February 27, 2002 and submitted by Mobil Business Resources Corp. indicates that there is or has been a release of oil and/or hazardous material at the above-referenced property which exceeds a "120 day" reporting threshold (3 10 CMR 40.0315) and which requires one or more response actions. Based on this information, 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 9 CMR 40.0000 (the MCP). The assessment and cleanup of disposal sites is governed by M.G.L. c. 2 1 E and the MCP. The purpose of this notice is to inform you of your legal responsibilities under state law for assessing and/or remediating the subject release. For purposes of this notice, the terms and phrases used herein shall have the meaningascribed to them by the MCP unless the text clean indicates otherwise. y This information is available in alternate format by calling our ADA Coordinator at(617)5746872. 205A Lowell St. Wilmington,MA 01887 • Phone(978)661-7600 • Fax(978)661-7615 • TTD#(978)661-7679 i�h0 Printed on Recycled Paper Mobil Business Resources Corp. Page-3- NECESSARY RESPONSE ACTIONS The subject site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the site have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c. 21E and the MCP. In addition, the MCP requires persons undertaking response actions at disposal sites to perform Immediate Response Actions (IRAs) in response to "sudden releases", Imminent Hazards and Substantial Release Migration. Such persons must continue to evaluate the need for IRAs and notify the Department immediately if such a need exists. The Department has determined that the following response actions are necessary at the subject site: Initial site investigation activities in accordance with 310 CMR 40.0405 are necessary. In addition, unless an RAO is submitted earlier, a completed Tier Classification Submittal pursuant to 310 CMR 40.05 10, 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. 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 Victor Fonkem at the letterhead address or (978) 661-7600. All future communications regarding this release must reference the Release Tracking Number(RTN#3-21527)contained in the subject block of this letter. Sin erey � G Mari Bester-Colby Chief,Notification Branch MBC/cjc cc: N.Andover Board of Health,27 Charles St.,N. Andover,MA 01845 N. Andover Fire Headquarters, 124 Main St.,N. Andover,MA 01845 William Swanson, CDM, One Cambridge Place, 50 Hampshire St.,Cambridge,MA 02139 DEP data base/file Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Metro Boston/Northeast Regional Office ®� William F. Weld Governor 5 Daniel S.Greenbaum Commissioner June 24, 1993 Dear Local Official: Enclosed please find information regarding locations in your community where Preliminary Assessments and/or Limited Site Investigations have been completed. The Massachusetts Contingency Plan, 310 CMR 40.543 (4) (a) , requires that notice be given to Chief Municipal Officials and the Boards of Health regarding the outcome of the investigation of locations in their municipalities. Attached is copy of a legal notice and press release which will appear in a regional daily or weekly newspaper on or about July 1, 1993 . The legal notice contains the most recent listing of locations in .your community that have been investigated, pursuant. .. to the. Massachusetts Contingency Plan and M.G.L. . c. 21E. The results of these investigations will also appear in the Department's annual "List of Confirmed Disposal Sites and Locations to be Investigated" . You will receive a copy of your community's complete listings prior to the List's publication. For more information about individual locations identified by DEP in your community, please contact Karen Stromberg at 617/935-2160 or the letterhead address. Very truly yours, Karen Stromberg, Regional Planner Stephen M. Joh on, .Acting Section Chief Site Management Branch' -- 10 Commerce Way • Woburn,Massachusetts 01801 0 FAX(617)935-6393 • Telephone(617)935-2160 r I _ 1 r LEGAL NOTICE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION Pursuant to M.G.L. c. 21E, Section 14 (a) and the Massachusetts Contingency Plan (310 CMR 40. 00) , the Department of Environmental Protection announces that a Preliminary Assessment and/or Limited�Site Investigation has been performed at the following location: #3-3246, tMOBIL=SERVICE-STATION:;-12=MASSACHUSETTS AVENUE, NORTH ANDOVER, MA. This investigation has confirmed that a release of oil and/or hazardous materials has occurred at this location. Therefore, the Department has identified it as a confirmed disposal site. The Department has also determined that this site is a non-priority disposal site (as defined by M.G.L. c. 21E, Section 2) . M.G.L. c. 21E, Section 3A (f) (3) requires ,that, if , feasible, permanent solutions be implemented at disposal sites. If a ;permanent solution is not feasible, then a temporary solution must be implemented, and a plan for achieving a permanent solution must be developed. This site has also been granted a Waiver of Approvals by DEP. Waiver sites are non-priority disposal sites which'. have been granted a Waiver of Approvals by the Department, pursuant to 310 CMR 40.537. This waiver allows the person granted it to conduct remedial response actions at the disposal site without prior Department approval of these actions. M.G.L. c. 21E and the Massachusetts Contingency Plan provide several opportunities for public notice of and involvement in decisions regarding response actions at disposal sites, including: ° The Chief Municipal Official and Board of Health of the community in which the site is located will be provided with notices of the results of investigations, plans for remedial responses, and field work involving the use of heavy, construction equipment and/or protective clothing (310 CMR 40.202) . ° Upon receipt of a petition from ten or more residents of the municipality in which the disposal site is located, or of a municipality potentially affected by a disposal site, a plan for involving the public in decisions regarding response actions at the site will be prepared and presented at a public meeting. This plan will be revised based on comments received, and will be implemented over the course of the response action (310 CMR 40.203) . For information on how to make an appointment to review the files and obtain more information on the confirmed disposal site referenced above, and the opportunities for public involvement during its remediation, please contact Karen Stromberg, DEP Northeast Regional Office, Site Assessment and Cleanup Section, 10 Commerce Way, Woburn, MA 01801 (Telephone: 617/935-2160) . it i I i ENVIRONMENTAL . - I . 'DEP I PROTECTION EWS For release June 18, 1993 Contact J. A. Prindiville (617) 935-2160, Ext. 112 DRAFT DEP CLASSIFIES FIFTEEN HAZARDOUS WASTE SITES I i The Department of Environmental Protection (DEP) announced today it has completed initial assessment of fifteen additional confirmed hazardous waste sites in its Northeast Region, which includes Metropolitan Boston. To date, DEP' s Northeast Region has classified 933 hazardous waste sites . Of those, 141 are priority disposal sites and 792 are non-priority. Priority sites are those which pose the greatest potential threat to public health or the environment and are a primary focus of agency resources . Non- priority sites are considered less serious . A list of newly classified sites in Northeast Massachusetts is attached. William F. Weld, Governor Commonwealth of Massachusetts Trudy Coxe, Secretary of Environmental Affairs Department of Environmental Protection Daniel S. Greenbaum, Commissioner One Winter Street • Boston 02108 - (617) 292-5515 DEP NORTHEAST REGION JUNE 18, 1993 PRIORITY SITES Community Site Name, Address Site Number Framingham g New England Sand and Gravel 3-0629 Meadow Street Salem Property Nee 3-3525 Waite street and Planter' s Row NON-PRIORITY SITES Community Site Name, Address Site Number Billerica Berman' s Auto 221 Andover- Road 3-2822* Boston/Dorchester 1st American Bank 559 Columbia Road 3-3846 Boston/Roxbury CITGO Gasoline Station 1600 Tremont Street 3-1367 Boston SUNOCO CO Service Station 3-1956 1250 Boylston Street Brookline James R. DeVito, Inc. 321-331 Newton Street 3-2993 Framingham Shoppers World Mall 1 Worcester Road 3-4286 Methuen Shell Service Station 138 Haverhill Street 3-2220 Middleton Commercial Property 2-20 North Main Street 3-4338 Natick Trailways Bus Terminal 341 Speen Street 3-4357 ii y If Community Site Name, Address Site Number North Andover Mobil Service Station 3-3246 12 Massachusetts Avenue Peabody Stahl Finishing 3-0413 13 Corwin Street Quincy Proctor &Gamble Mfg. Company 3-3804 780 Washington Street Somerville Vacant Lot 3-4031 299-303 Medford Street *Except for Site #3-2822, all Non-Priority sites have been granted Waivers .