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HomeMy WebLinkAbout2006-12-06 MHD & MEPA Permits SP RECEIVE] Beth tLabonte APR 18 2006 From: James Bernardino Sent: Friday, April 14, 2006 12:47 PM NORTH ANDOVER To: Alison McKay; Lincoln Daley (Ida ley@townofnorthandover.cWIANNING I�EPARTMEI�T Cc: Bill Goebel; Beth Labonte; DHolthouse@aol.com; Alberto Jarquin; Step er880 ao.com; fquigley@fdquig.com; 'Kraminc@aol.com'; 'Leslie Kivitz'; rfellma7fellmu om; 'mburke@dfpray.com'; (rlaprise@dfpray.com) Subject: Walgreen's, North Andover, MHD Permit, MEPA PermitFollow Up Flag: Fallow up Flag Status: Purple ' ,� V R.9'�. Aiat 4-2006-0144, 4697 MEPA ENF route 114(Salem .. Cert.pdf(454 KB... Lincoln and Alison, Attached are the state permits (MHD and MEPA) that have been obtained for the Walgreen Site at the intersection of RT 114 and Waverly Road. As part of the Conservation Commission and Planning Board's approvals, these documents are required to be submitted to your departments. I will be mailing out hard copies to each of you_ Please do not hesitate contacting me if you have any questions or comments. Thank you. Jim James A. BOHLER ENGINEERING, P.C. 352 Turnpike Road Southborough, MA 01772 (508)480-9900 x-106 fax(508)480-9080 jbernardirlo@boh1ereng.ca1i-i 1 Au Miff Ronlney Keny Healey John Co�liano Luisaie+aro * A� 17IU17 I Lt � �a P �v it MASSACHUSETTS FFICE PERMIT-NORTH ANDOVER FEXECUTIVETRANSPORTATION PTATIO OF TAANSPOF2TATION PPDU,Driveway(Commercial), Roadway Improvements Permit##: 4-2006-0144 Subject to all the terms, conditions, and restrictions printed or written below, permission is hereby granted to MARK INVESTMENT, INC. to enter upon the State Highway known as ROUTE 114 (SALEM TURNPIKE) for the purpose of constructing a driveway approach between stations 27+64 and 28+60 at the westerly location line and flaring to stations 27+40 and 28+81 at the edge of the roadway with an island between stations 28+03 and 28+29. Also, to construct roadway and sidewalk improvements and close four driveways between stations 24+15 and 30+85, all as shown on the plans submitted and on file in the District Four Permits Office by Vanasse & Associates,Inc., titled "Transportation Improvement Project,Salem Turnpike (Route 114) and Waverly Road", dated March, 2006, and by Bobler Engineering, titled "Site Development Plans,for, Walgreens, Store 410209",dated August 4,2005,with a revised date of January 10,2006. WORK HOURS: 9:00 A.M. thru 3:00 P.M. Monday thru Friday. The drive shall be surfaced with Bituminous Concrete,Type I and shall be comprised of a 3" Class I Bituminous Concrete Base Course and two (2) 1 1/2" courses of Class I Bituminous Concrete Pavement for a total depth of 6" with a foundation of at least 6" of compacted gravel. The finished surface shall butt into and not overlap the existing highway grade at the road edge. The drive shall be graded so that no water shall enter the State Highway layout nor pond or collect thereon,including the roadway. The curb shall be placed in conjunction with or immediately before the completion of the driveway surfacing. Curbing and/or bituminous concrete removed from within the proposed driveway limits shall be disposed of outside the State Highway location Iines, The Grantee shall install either granite or bituminous concrete curbing outlining the limits of the driveway approaches. The part of the drive located within the limits of the State Highway shall be maintained by the Grantee, at his own expense and to the satisfaction of the District Highway Director or an authorized Representative. If the sidewalk area is disturbed, it shall be restored,full width, in kind a minimum of five feet beyond any disturbed area. Page 1 of 6 Massachusetts Highway Department •District 4 a 519 Appleton Street, Arlington, MA 02476 .(781) 641-8300 The concrete sidewalks shall be placed in alternate slabs 30 feet in length. The slabs shall be separated by transverse preformed expansion joint filler 1/2 inch in thickness (shall conform to AASHTO-M153). Preformed expansion joint filler shall be placed adjacent to or around existing structures also. On the foundation as specified above, the concrete (Air-Entrained 4000 psi,3/4", 610) shall be placed in such quantity that after being thoroughly consolidated in place it shall be 4 inches in depth. At driveways, the sidewalk shall be 6 inches in depth. The Grantee shall notify the District Permit Engineer or an authorized Representative at 781.641.8451, two (2)working days prior to the start of work. No work shall be authorized without said notification. The Grantee shall contact the Area Contact Person (7:30 AM to 4:00 PM Monday through Friday ONLY) at 781.387.0255, forty-eight hours prior to the start of work. The Grantee shall notify Dig-Safe at 1.888.344.7233 at least 72 hours prior to the start of work for the purpose of identifying the location of underground utilities. Dig-Safe# To be obtained prior to the commencement of work. A copy of this permit must be on the job site at all times for inspection. Failure to have this permit available will result in suspension of the rights granted by this permit. The Completion of Work Form shall be sent to the Grantor via certified mail as soon as possible after the completion of the physical work. All work shall be in compliance with the 1988 Edition of the "Massachusetts Highway Department Standard Specifications for Highways and Bridges", and Supplemental Specifications Dated December 11, 2002. Sidewalks and Wheelchair ramps shall be constructed in accordance with 521 CMR Rules and Regulations of the Architectural Access Board (AAB) and Americans with Disabilities Act (ADA), (Sections 20.2 and 21.1), and the MassHighway Wheelchair Ramp Standards booklet effective 10/8/97, and the Construction and Traffic Standards Details, 1996 Metric Edition as revised. Provisions shall be made for the safety and protection of Pedestrian Traffic during;the construction period. No equipment,trucks, workers,etc., shall occupy any part of the traveled way except between the hours of 9:00 A.M. and 3:00 P.M. Monday thru Friday. Except for an emergency, in no case Page 2 of 6 will operations exceed the specified hours without the prior approval of the District Highway Director or an authorized Representative. This incfudes the placement of traffic control devices, vehicles, equipment or anything that restricts the flow of traffic through the construction zone. No work shall be done under the terms of this permit on Saturdays, Sundays or Holidays. No work will be performed on the day before or the day after a long weekend which involves a holiday on any highway, roadway or property under the control of the Massachusetts Highway Department or in areas where the work would adversely impact the normal flow of traffic on the State Highway System, without permission of the District Highway Director or an authorized Representative. Uniformed Police Officers shall be in attendance at all times while work is being done under this permit, All personnel who are working on the traveled way or breakdown lanes shall wear safety vests and hard hats. The furnishing and erecting of all required signs and traffic safety devices shall be the responsibility of the Grantee. All signs and devices shall conform to the 2003 edition of the Manual on Uniform Traffic Control Devices (MUTCD) with the Commonwealth of Massachusetts Amendments. Cones and non-reflecting warning devices shall not be left in operating position on the highway when the daytime operations have ceased. If it becomes necessary for this Department to remove any construction warning devices or their appurtenances from the project due to negligence by the Grantee all costs for this work will be charged to the Grantee. Flashing arrow boards will be used at all times when operations occupy the roadway and shall be available for use at all times. All warning devices shall be subject to removal,replacement and repositioning by the Grantee as often as deemed necessary by the Engineer. Free flow of traffic shall be maintained at all times. It is imperative that construction operations are managed so that motorists travel "delay" is minimized. At any time during the operation when a traffic delay of over twelve (12) minutes occurs and the situation is worsening, the Grantee will begin to suspend operations. When in the opinion of the Engineer, this operation constitutes a hazard to traffic in any area, the Grantee may be required to suspend operations during certain hours and to remove his Page 3 of 6 equipment frown the roadway. Care shall be exercised so as not to disturb any existing State Highway Traffic Duct Systems or any underground structures that exist. If said system is disturbed, it shall be restored uninediately to its original condition. Also any damaged Traffic lines shall be restored to their original condition. All expenses for restoring conditions shall be charged to the Grantee. The Grantee will be responsible for any damage caused by his operation to curbing, structures, roadway, etc. The Grantee shall be responsible for any settlement which may occur as a result of the work done under this permit. The Grantee shall assume frill responsibility for the structural integrity of any trench located within the MassHighway Layout. This responsibility shall remain in place for a period of three (3) years after the completion of the physical work, this time frame starts when the Grantor receives the Completion of Work Form from the Grantee. The Grantee shall respond to trench maintenance requests by the District Highway Director or an authorized Representative within two(2) working days. Non-response within the specified time will result in the required maintenance work being done by the Grantor, with all the expenses charged to the Grantee. Failure to respond to trench maintenance shall result in denial of future Permit requests. The Grantee shall be responsible for any ponding of water which may develop within the State Highway Layout, caused by this work. No work shall be authorized during snow, sleet, or ice storms and subsequent snow removal operations. No bituminous concrete shall be installed between November 15th and April 15th. The State Highway Layout shall be.kept clean of debris at all times and shall be thoroughly cleaned at the completion of this permit. At the completion of this permit, all disturbed areas shall be restored to a condition equal or similar to that which existed prior to the work. Whenever trenches are cut in the traveled way the surface shall be cut in straight lines using a concrete saw or other accepted methods equipped to cut the full depth surfacing and including the reinforcing steel on concrete roadways. The excavation shall only be between these lines. The cutting operation shall not be done with a backhoe, gradall or any type of ripping equipment. Page 4 of 6 The Grantee shall utilize Controlled Density Fill (CDF)whenever trenches are cut in the traveled way. Controlled Density Fill (CDF) shall meet the requirements of the Massachusetts Department of Public Works Standard Specifications for Highways and Bridges, 1988 Edition and Supplemental Specifications dated December 11, 2002. CDF must be batched at a concrete plant, is flowable, requires no vibrating, and the finished product must be excavatable without the use of power tools. The material shall flow under and around the pipe or conduit,providing uniform support without leaving voids. Flowable mortar shall be discharged from the mixer by a reasonable means into the trench area to be filled. Filling operations shall proceed simultaneously on both sides of pipe or conduit so that the two fills are kept at approximately the same elevation at all times. An external load shall be applied to the pipe or conduit,sufficient to hold it in place before filling. A permanent patch shall then be placed consisting of 2" of binder and 2" of modified top (Class I Bituminous Concrete Pavement-Type 1-1) to meet the existing pavement surface grade. After the work has been completed the Grantee shall use the Infra-Red Method as a surface treatment a minimum of one (1) foot beyond the limits of the trench. Any grass areas disturbed within the State Highway Layout shall be graded, loamed to a depth of 4" and seeded. It shall be the responsibility of the Grantee to replace all pavement markings which have been disturbed by this permit. These pavement markings shall be restored within ten(10) days after this work is performed or as deemed necessary by the District Highway Director or an authorized Representative. Any bound marked MHB shall not be removed or disturbed. If it becomes necessary to remove and reset any highway bounds then the Grantee shall hire a Registered Professional Land Surveyor to perform this work. It shall be the responsibility of this land surveyor to submit to this office a statement in writing and a plan containing his stamp and signature showing that said work has been performed, Grantee assumes all risk associated with any environmental condition within the subject property and shall be solely responsible for all costs associated with evaluating, assessing, and remediatiog, in accordance with all applicable laws, any environmental contamination(1) discovered during Grantee's work or activities under this permit to the extent such evaluation, assessment or remediation is required for Grantee's work,or(2) resulting from Grantee's work Page 5 of 6 or activities under this permit. Grantee shall notify Grantor of any such assessment and remediation activities. This permit is issued with the stipulation that it may be modified or revoked at any time at the discretion of the District Four Highway Director or an authorized Representative without rendering said Department or the Commonwealth of Massachusetts liable in any way. The Grantee shall indemnify and save harmless the Commonwealth and its Highway Department against all suits,claims or liability of every name and nature arising at any time out of or in consequence of the acts of the Grantee in the performance of the work covered by this permit and or failure to comply with terms and conditions of the permit whether by themselves or their employees or subcontractors. The Grantee shall provide to the Commonwealth at no cost, all land under its control, as shown on the plans necessary to complete the improvements contemplated under the permit. The Grantee shall prepare all necessary doeumentation, in a form acceptable and to the satisfaction of MassHighway, associated with tine alteration of the State Highway Layout. Said Layout alteration shall be fully executed within 6 months from the date of the issuance or the permit shall become null and void. APPLICANT'S REPRESENTATIVE: Jonathan A. Rockwell,P.E. TELEPHONE NUMBER: (978)474-8800 No worts shall be clone under this permit until the Grantee has communicated with and received instructions from the District Highway Director of the Massachusetts Highway Department at 519 Appleton Street,Arlington, Ma. 02476-7009. The permit shall be void unless the work herein contemplated shall have been completed before April 13, 2007. Dated at Arlington this 13th day of April, 2006. Massachusetts Highway Department, By Patricia A. Leavenworth,P.E. District Highway Director STMJstm Page 6 of 6 --I Z2MA99MWAY Mitt Romney Kerry Healey John Cogliano Luise Palewonsky Governor U.Governor Secretary Commissioner 4 Completion of Work You may proceed with the work described within this Permit, which has been issued to you by the Massachusetts Highway Department (MassHighway). Your attention is called to the time frame allowed for completion of said work. If an extension of time is required or alterations to any of the permit conditions becomes necessary, application for such changes should be made as soon as possible to the District Highway Director. Upon completion of the work, please fill out this form and forward it to: Massachusetts Highway Department, District Four, 519 Appleton Street, Arlington, MA 02476. IF THIS NOTICE IS NOT RETURNED. THE LIABILITY ASSUMED UNDER THIS PERMIT WILL CONTINUE. By Authority of the Massachusetts Highway Department District Four Highway Director. Dear Sit-, I hereby notify you that the work-ourlined and authorized under the terms and conditions of MTID Permit No, has been completed in accordance with all requirements of MassHighwcry. The date of completion: Permit Grantee: Signed: City/Town: Date Massachusetts Highway Department• District 4 •. 519 Appleton Street,Arlington, MA 02476 •(781)641-8300 ci�.s C�1I'�� �t'Jdfi,�J�/�dl-�.w�:��iY/Y:�'�i'Gf/ ���• ifs ,�f��i�>��.�il�,Y"?%S•�/u���e.�' - ���` 1� tr.tL'�'t�•��•L'1' �1��.�"�''�'��� I1:��•t't����3�31�•{':i�'•���•�e:����r��"fr,:1• h tt : z (1 (._ rJfsC�:1��.��j r•3'�r!r'3i`/ (��d-�.�—.G..3'Sf MITT ROMNEY Tel. (617)626-1000 GOVERNOR Fax. (617) 626-1181 KERRY HEALEY http;/Aiww.mass.gov/envir LIEUTENANT GOVERNOR STEPHEN R. PRITCHARD SECRETARY December 9, 2005 CERTIFICATE OF THE SECRETARY OF ENVIRONMENTAL AFFAIRS ON THE ENVIRONMENTAL NOTIFICATION FORM PROJECT NAME : Walgreen's Pharmacy PROJECT MUNICIPALITY : North Andover PROJECT WATERSHED : Merrimack EOEA NUMBER : 13670 PROJECT PROPONENT : Mark Investments, Inc. DATE NOTICED IN MONITOR : November 9, 2005 Pursuant to the Massachusetts Environmental Policy Act (G. L. c. 30, ss. 61-62H) and Section 11.06 of the MEPA regulations (301 CMR 11.00), 1 hereby determine that this project does not require the preparation of an Environmental Impact Report. As described in the Environmental Notification Form (ENF), the project involves the demolition of 10 existing single family houses, and the construction of a new 1--story Walgreen's Pharmacy (14,820 so, and a separate retail building (11,385 so on a 4.42- acre parcel of property located at the intersection of Salem Turnpike and Waverly Road in North Andover. The project includes the construction of a total of 158 surface parking spaces, and supporting stonrtwater management infrastructure. Site access will be provided directly from Waverly Road and Route 114 (Salem Turnpike). The southwestern portion of the project site abuts wetland resource areas that are tributary to the Shawsheen River and the Merrimack River. The project's estimated potable water supply needs, and wastewater flows (1,365 gpd) respectively, will be served by the Town of North Andover. �. Fd!,tecl;n Fsp y0-3d Svxk,Y'�='�-,F Cbnaam�i Vlar- EOEA#13670 ENF Certificate December 9, 2005 The project is subject to environmental review pursuant to 301 CMR 11.03 (6)(b)(14) of the MEPA regulations because the project involves the construction of 150 or more new parking spaces (158 spaces total) and will generate 1,000 or more new vehicle trips (2,066 total daily trips) on roadways providing access to a single location. The project will require a 401 Water Quality Certification from DEP and an Order of Conditions from the North Andover Conservation Commission (and hence Superseding Orders) from DEP if any local Orders were appealed). The project will also require an access permit from the Executive Office of Transportation (EOT). The project must comply with the. National Pollution Discharge Elimination System (NPDES) General Permit for stormwater discharges from a construction site of over one acre from the U.S. Environmental Protection Agency. The proponent should also consult with DEP regarding the recycling of demolition debris (such as asphalt, brick, and concrete), and the proper management of asbestos, which may be encountered during the proponent's demolition activities. The proponent is not seeking state funding or financial assistance for the proposed project. MEPA jurisdiction therefore is limited to those aspects of the project within the subject matter of any required or potentially required state permits that have the potential to produce significant damage to the environment (traffic, wetlands, and water quality). Wetlands\Drainage. The proponent's stormwater management plan incorporates the use of BMPs such as deep sump catch basins, parking lot sweeping, a Vortechnic unit, and two stormwater detention basins to achieve, to the maximum extent possible, 80 percent removal of the project site's annual total suspended solids (TSS) load. As described in the ENF, the proponent proposes to construct one stormwater detention basin, located in the southwestern portion of the project site, for eventual discharge to BVW abutting the project site's southwestern boundary. According to the proponent, stormwater flow from the northern portion of the project site will treated through a Vortechnics unit that the proponent proposes to install and connect to an existing MHD catch basin located at the Route 114/Waverly Road intersection. The proponent should consult with MHD's District 4 Office to ensure that adequate capacity exists in the existin6 drainage infrastructure located within Route 114 and Waverly Road to accept the stormwater flows from the proposed project. According to the information contained in the ENF, the project will create approximately 2.1 acres of new impervious surface area. I ask that the proponent consult with the Department of Conservation and Recreation (DCR) to consider incorporating low impact development (LID) design measures into the project design to improve the management of stormwater runoff from the proposed project site. 2 EOEA#13670 ENF Certificate December 9, 2005 L strongly encourage the proponent to consider incorporating the use of such LID measures as permeable surface parking materials and landscaped bioretention areas to significantly reduce the total amount of impervious area and stofmwater runoff from the proposed project. Traffic: Using the Institute of Traffic Engineers TrtGeneration land use code 881 for Pharmacy/Drugstore with Drive-Through Window, and empirical data from 4 other Walgreen's stores with drive-through windows, and 820 for Shopping Center with Drive- Through Window, the project is estimated to generate a total of approximately 2,066 vehicle trips on the average weekday. As described in the ENF, the proponent has committed to a number of traffic mitigation measures including; the elimination of an existing curb cut associated with the florist building, geometric improvements to a second existing curb cut to meet EOT standards and to serve as the proposed projects primary site access drive, and improvements to the existing curb cut serving the Red Barn Coffee shop. In their comments, the EOT has requested that the proponent consider revising the locatioin of the proposed Rorite 114 site drive further south. The proponent should work closely with the EOT and the Town of North Andover to satisfactorily address the issues of site access and traffic flow raised by the EOT. Based on a review of the information provided by the proponent and after consultation with the relevant public agencies, I find that the potential impacts of the proposed project do not warrant the preparation of an EIR. Issues related to drainage and stormwater management, and project layout can be addressed during the permitting and environmental review process. December 9, 2005 Date Steph'Qn R. Pritchard, Secretary Comments received: 11/29/05 Executive Office of Transportation -- Office of Transportation Planning (EDT) SRP1N CZ/ncz ENF #18670 3 No'v 29 200 5: 46PM tiff ico of Trans. Planning C179730035 p. 2 <'\ t if THF- GC3'Mry ONWEla.LTH OF � � CF tLt4vGTi j` gelt L ' EJCEGUTIVE: Orzt=ECe OF Ti RAKSPORTATION vyi z h UT7 Fk3MNEY oovcmon KERRY HEALEY L,FUTMANT GOVERNOR JOHN COGUANO SLOREiTA14Y ' November 29,2005 Stephen Pritchard, Secretary Executive Office of Erivlkonmental Affairs 100 Cambridge Street, Site 900 Boston MA 02114-2159 RE: North Andover-Retail Centex -BNF a `` EOEA#13670 ATTN: MEPA Unit i Nicholas Zavoia'; I i Dear Secretary Prltohard: i On bohalf of Uie iExccative Ofilec of Translyortation, I am submitting cominvmts ri<mu—ding the proposed Retail Center project im.N )rth A-t.aver, e.s Prepared by the O;ice t�f'rransportation planning. If you brave army quesdons regardim y dicsc c©niments,please call J. Lionel Lucien, 1'.U, Manager ofthc; Public/Private D--vclopment Unit, at (617) 973-7341. I r W� '— Kc:rneth S`. Miller I? puty Secrotat_-y for Plarmina KSM;itl TEN PARtC PLA7?,, BosToN, MA 02116-3960 TEREPHONE: (617) 973-7000 : TELr_FAx: (617) 523-6454 TOD: (rail) 373 ' 00 d XtivVV-1.rna.T.GoV/E%T �s flov. 29 2005 S: 46PM Office of Trans. Planninc G1 707SBOS5 P. C'Dh1 k4 .)1-,1VVVAf,T11 OF MA.SSAcTm,,Rr•,T'1',S 1:'-U,.C:LJ3_"7\IBGVfT1C.E OF 0Jt VI..1', OF'1'llANSPORTATI€W PLANNING MEMORANDUM i:_..,.—_.�_.-sr_.�._._-_z_r__—�-.�:r=•—__�:•r:W1.-=-z.-:_6::.=::.:-.':;.arr.=.c,^a�--r-.:=-�.s....s:--c_-:___:n.:_ .�.e::..-tee-.._..._-,i_. TO: Kenrieth S. N iller,P.E., Executive-Direotor Of ic�r�f' ra�sportationPI m�i:�g f J�� t-; FR(Y'M: 3, l._.,, l i��,.cn, t'.�., [!!tanager Putitic/Privet Development Urd DA`M, Novcmber 29,, 2005 RE: "Noilb Andovpr:-Proposed Retail Cen►er-ENE (EOEA 4135 0) I tc Publicli'nvuce Devetopmen{ C3nit has revieri°eel the Envirollinental' Notification FM.0 i (l NY,') for the proposed Retail Center project in North Ando-'er, The project is Ideated on to 4.42,•-o.c.r o parc cl along Route 1.1.4, east of the Route 11.4/1-495 interchange, The propose project entails th--construction of'a 14,820 squat-: f'-m Walgreen's Pl.wmiacy, an'11,395 square-Got retail store, and 15R parking;;braces. Access to the site will be via a s=ii�lIe site driveway located cast of the Route 1141AT1averly Road intersection .raid vvvo S ri ^'a'r u located along ayc—rly Road. B uoel on the infomation, provided in the EN17, the �rojet't is expected to gcnQrato 2,055 vehicle. trips on are aver,€,e weekday. A MassHlghw3y permit is requircd beeausc the roadway abuts-Route. 11.4. I Tha ENE irictuded « i'a-F- -hnnaot acid =fc ss study that evaluated tlw existing and future ttiuf(ic•conditions along lwoute 114 with and without the proposed- project. W<r believe that,tl-xc�tra.t"�c: irzil�a -t, rrssnci.s�tedi with this project wilt b- rninima.i, and recomjnend that no adu tional review b� requirt cd based on traffic, I-ATOWeVer, We offer the following colnments. Th: II proput�ent shoidd work,withthe Ma,ssHigl?�avay lDisbia n Office regarding the potential of widening Route 114 to allow through moving;vehicles to bypass right turns; into tic site driveNvay. In addition,we would ask that the proponent co►isidcr Ioc{tiny ipc Route l 14 sit% dgiVc.,way Atrther s0uthfa resin Lini;e tive c t the project may Iaavi on at t! c adjacont. Road intersection. •'E• The s"olJ r-�-,-,n: ffi-� {rsu[ = cfl' �u-,nsed above dL'�n , P mail ti— l.J�•SS�.na `4-�>l.i iA1..1 t{�. Y0.A.: ,.�4 F process for this proj:�ci, t�you any.questions refardin these coinricrsts, pleasO c>onlla t Erin Ki e-han oz lM Public;Prh to DeVelopmont Unit at (617) 9"3-8054, E i f 28 2005 5: 46PM Of P i,ae of Trans. P 1 ann i ng G 1 797380a5 3 Nortis A�Ydovert�et it CanteE 11I29l2005 cc: Li isa Paiewonsky, Commissioner Johti Blundo,P.F, Chick Engineer l'a(vicia Leavollwo-A), P.E.,MassTlinllway Dists•ict 4 State Traffic f3agi iee, PPDU files MPQ Activities ffirs Plawdng Board,1. wn ofNartfi Andover Merrimuk galley Planning Commission MassRiaes I I i