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Home My WebLink AboutMiscellaneous - 1077 OSGOOD STREET 8/1/1987,WAS N, t 7 , s,i t>d tsfl.A r )v J! I,{t f! / ,!i I.r 4,SS /7J "r r..,1i,�{ }l.if 1Q [•t;51 ,'rf T! E S• r S ,4 J` 1 rrd f i 5 , .F t Y ,frr 1' ,♦ .••i 1 , + , f, '� ;'r if 3.l. }4 ' !S 1 .7 �(1t4, tn'',t t7,. 1, k t i.. �Y r� j.d� � � , r!'i,.r�Le #}, i{ a , 4 � �t .� r ,� "jr. , t}<. ,A 7P .t) y rr k' t [ 11''i�t V r. .: r ! ' t 1r•�, t � �ti,:.Jl yb J,r ( i�V /1 Itti. �•i. ti.:1'It- '4.,'.Ilrf,t {. .t.'}` r _I -F, irr ... .,1 �^,,}{r_l�.tlYlr, �IiYI 4:f Sk IE rYt.4. J r,.'(jy,''.,kYtr,�rl.,ll}FY:(.�,){,'Ji:•(!Y?Y Y��`b�i�t'}1i ''r'�'1 h ) t',,n • f `,�Y y}' i{ f 14 1}y r { t rkt r,r t t S w , } .tj , Z'y.'Y4rt'i is .,��j1tk V}i�t�i •kf.. "mi, ..2 t r t 1 ' I r} < 1' 7..y }`t;lt� rr.r f 4 r +f fIt' ! 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P { �� I•�' r,f t r� {+� �t4 yam{pi .tt^ rk (ti4 'J,;!' 2''/�t if `1 ar(� (5,} }rr%•� A'�•rt f a$!sl?F�r Iry (t,Y��.i'nf7i � ii�11`�r 1�� t It/�`(,.F'j'�':'a'ri , .•i d f si St l - PYrt� Plrn y '•7 ; i!`fr'rr .�E(ri� �!' -xrr; � rrj _�P'.Pf� 7Fi•:* i}.a'ip aT.'�� _r.,... yl P,.t i >� j i r -�, i 1.7'rP �r IP` r tet'"it tic 1 t r i F - { lyy ;[,,, �'t 0'.r''S �'f `�'� } �'c� r i. , \v, `• t.� h f f ,f t ,p{!F FI �''�' � P � fi p `'',.i tY tr %.'�� E�, (trier �J�i yrr 4.f Fstii, t•. �f+ ((r1 +irt}iY rat � i'ji t( �y,}� , 4ir' y r.i 1' t r � ��tk s41r d �' t �i tiii �i+ r , ij' ^; 1 r j'1} , tnl�}t,,th f1�ri rt ftfk tV Yr ttt r +. t t �?r i yr 24• I i'rr J",• �: '��;vi r r' 1(t t P,. t., r,. fy'�• i i r �.• 1r.;, , "C tt i• i `r,Ff .P O.stini°tr�1:: i 4 M. ANTHONY L LLY ASSOCIATES CONSULTING ENVIRONMENTAL ENGINEERS NORTH ANDOVER, MASSACHUSETTS 01845 DRAFT ENVIRONMENTAL IMPACT REPORT BUTCHER BOY MALL 1077 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS AUGUST 1987 M. ANTHONY LALLY ASSOCIATES 100 BELMONT STREET NORTH ANDOVER, MASSACHUSETTS TABLE OF CONTENTS Page I SUMMARY 1 II PROJECT DESCRIPTION 2 III ALTERNATIVES TO PROPOSED PROJECT 3 IV EXISTING ENVIRONMENT 3 V MITIGATING MEASURES 3 VI ENVIRONMENTAL NOTIFICATION FORM 4 ATTACHMENTS Appendix A Appendix B Appendix C Appendix D Permits Table 1-1 Traffic Study Report Prepared by GLA Engineering, Inc. Plan I Summary The proposed project, entitled the Butcher Boy Mall .EOEA #(6449, will consist of the demolition of the existing meat market shop, and the new construction of a shopping center with retail and office space. The project is located at 1077 Osgood Street, North Andover, Massachusetts. All applicable local and State permits have been applied for or obtained. These include a local permit granted by the Board of Appeals to allow construction within 250 feet of the Town's drinking water source, Lake Cochichewick, and a State highway curb cut permit application has been filed (see Appendix A). The major environmental effects from the proposed project would include an increase in the run-off from the site, and an estimated increase in traffic at the intersection of Osgood Street and Great Pond Road. The alternative to the project is the no build alternative, leaving the meat market asit presently stands. -1- II Project Description ` The proposed shopping center will be located on the east side of Osgood Street (Rte. 125), at the intersection of Great Pond Road, North Andover, MA. The construction will take place on a 5.4 acre parcel, of which approximately 2.0 acres is developed. The construction of the new shopping center will involve the demolition of an existing structure and the fabrication of a new building and parking area. The proposed 2 story building will con- sist of a total of 65,861 s.f. with 34,232 s.f. for offices, 17,027 s.f. for the meat market, and 14,602 s.f. for retail stores. The proposed parking area will contain room for two hundred and thirty-two cars. (See Appendix B). According to the Traffic Study Report by GLA Engineering, Inc. (see Appendix C) there will be an increase in the amount of traffic in the area. The situation can be alleviated by installing the proposed left turn lane for southbound traffic on Rte. 125. This lane is for safety reasons only, but the impact caused by the increase in traffic will be minimized. The second area affected by the project will be in an inland wetland area located west of Osgood Street (Rte. 125). The proposed culverts to be installed under Osgood Street will allow drainage to continue from the site on to a wetland area located west of Osgood Street. (See Appendix D for plans). This wetland area drains into an intermittent stream which meanders its way around the Lawrence Municipal Airport and on to the Merri- mack River. The expected commencement date for this project will be the Fall of 1987. -2- III Alternatives to Proposed Project The first alternative to the proposed project is the No Build Alternative. For this alternative, the existing structure would remain in place. The most significant affect of this alternative would be not having the safety of the left turn lane as provided in the proposed project. IV Existing Environment The project area is adjacent to the Town of North Andover drinking water supply, Lake Cochichewick. The topography at the site is generally flat with a slight slope to the east southeast. A portion of the lot to the southeast which borders Great Pond Road has a slope between 5 and 10%. In general the region has moderate to slight slopes with wetlands in low lying areas. Intermittent streams discharge into Lake Cochichewick, the Merrimack River and other ponds in the region. Lake Cochichewick provides a scenic quality to the areas as well as a drinking water source. V Mitigating Measures Mitigating measures proposed for the project include the con- struction of a concrete block retaining wall to control run-off from leaving the site in a southerly direction towards Lake Cochichewick. The retaining wall would allow run-off to enter the proposed drainage system and continue on to be discharged to the wetlands located to the west of Osgood Street. In addition a left turn lane for southbound traffic on Rte. 125 at the proposed entrance to the Mall is proposed to allow for safe traffic access. Enclosed as part of this EIR is a Traffic Study Report for the Butcher Boy Mall prepared by GLA Engineering, Inc. (Appendix C) . -3- AICHAEL S. DUKAKIS GOVERNOR JAMES S. HOYTE SECRETARY �f e 7oamma�zu�ea�� a��/G�iad�srcc�uQe>�1,� (�xeuc�'ue ©��ice o� C�nui�o�r'ne'rta� ��i�9 '00 T��mGnia!� JCy�-I �os�on, ��tcsef� 0.11,20,2 CERTIFICATE OF THE SECRETARY OF ENVIRONMENZAL AFFAIRS ON THE ENVIRONMENTAL NOTIFICATION FORM PROJECT NAME PROJECT LOCATION EOEA NUMBER PROJECT PROPONENT DATE NOTICED IN MONITOR . Butcher Boy Mall . North Andover 6449 . -Angus Realty Trust . March 11, 1987 Pursuant to the Massachusetts Environmental Policy Act (G.L.,c.30,s.61-62H) and Sections 11.04 and 11.06 of the MEPA regulations (301 CMR 1100), I hereby determine that the above project requires the preparation of an Environmental Impact Report. The project involves the construction of a retail/office center complex on Osgood Street (Route 125) in North Andover. The project consists of.a total of 65,861 gsf of space. The ENF showed that the project will generate a substantial amount of new traffic and it requires a curb cut permit from"the MDPW for access onto a state highway. The required EIR will focus those issues related to'traffic and access. The scope for the EIR is outlined below. S C 0 P E The EIR should follow the format outlined in the MEPA regulations at 301 CMR 11.07. At the consultation session I note that there was much confusion regarding the project description. 1 EDEA #6449 ENF Certificate The EIR should be particularly clear project entails, the square footage the number of stories to be built. April 10, 1987 with regard to the what this allocated for each use,.and The study area for traffic shall include Route 133/Route 125 from Sutton Street to Clark Street (inclusive). •The trip generation characteristics of the nZoposed. development should be presented. These characteristics should include total trips generated daily, as well as evening and Saturday peak hour trips (by use and total). The traffic study should show the distribution of trips on the network immediately adjoining the site. The evening and Saturday peak hour level of service and V/C ratios should be shown for each of the intersections analyzed. The adequacy of the existing signal to handle the new site generated traffic should be.anaiyzed. The location and layout of the site drive should be clearly presented and its operating characteristics should also be analyzed. The traffic study should include accident data at the signalized intersection as well as other Intersections in the study area for a five year period. The operating conditions should be compared in three cases. The existing conditions, the 1992 No -Build, and the 1992 Build conditions. The proponent should take care to include traffic generated by other known pending developments in the 1992 No - Build case. The Draft EIR should, where necessary, proposed mitigation. Responsibility for implementing any proposed improvements should be identified. Circulation The EIR should be circulated in accordance with MEPA regulations and two copies should also be lodged at the public library. April 10 1987 DATE JSH/JD/bk K MES S. SECRETARY P. 1 APPENDIX A COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ENVIRONMENTAL NOTIFICATION FORM SUMMARY A. Project Identification 1. Project Name Butcher Boy Mall Osgood—.St., Rte N. Andover, 2. Project Proponent Anclus Realty Trust Corp Address B. Project Description: (City/ owns) No. Andover, MA 1. Location within city/town or street address 1077 Osgood S . (Route 1 .5) Nn AndoUPr, MA 2. Est. Commencement Date: SIDrincl., 1-()R7 Est. Completion Date: Approx. Cost $ Current Status of Project Design: 0 % Complete C. Narrative Summary of Project Describe project and give a description of the general project boundaries and the present use of the project area. (If necessary, use back of th!s page to complete summary). The proposed project involves the construction of a small shopping center consisting of retailing and office space, on the east side of Osgood St., (Route 125) at the intersection of Great Pond Road, North Andover, MA. The proposed building on the site will contain approximately 21,300 sq. ft. of retailing space and 26,700 sq. ft. of office space. Parking for approximately two hundred thirty-two cars is to be provided. The project involves the demolition of an existing retailing building located on the site and the construction of a new building and parking lot area. Copies of this may be obtained from: Name: M. Anthony Lally Firm/Agency: M.Anthony Lally Associates Address.200 Sutton St., Suite 220, N. Andover, MA phone No. 617) 688-1763 THIS IS AN IMPORTANT NOTICE. COMMENT PERIOD IS LIMITED. For Information, call (617) 727-5830 P. 2 Use This Page to Complete Narrative, if necessary. This project is one which is categorically included and therefore automatically requires preparation of an Environmental Impact Report: YES NO X D. Scoping (Complete Sections II and III first, before completing this section.) 1. Check those areas which would be important to examine in the event that an EIR is required for this project. This information is important so that significant areas of concern can be identified as early as possible, in order to expedite analysis and review. Construc• Long Construc. Long tion Term tion Term Impacts Impacts Impacts Impacts pen Space & Recreation ....... Mineral Resources ............. Istorical.................... Energy Use .................. •chaeological ............... Water Supply & Use........... . sheries & Wildlife ............ Water Pollution ............... !getation,Trees .............. Air Pollution................. . Cher Biological Systems ....... Noise ...................... . land Wetlands ............... X Traffic....................... X oastal Wetlands or Beaches .... Solid Waste ................. . ood Hazard Areas ............. Aesthetics .................. . ,iemicals, Hazardous Substances, Wind and Shadow ............. High Risk Operations....... Growth Impacts ............... eologically Unstable Areas ..... Community/Housing and the Built 3ricultural Land ............. Environment............. . ther (Specify) 2. List the alternatives which you would consider to be feasible In the event an EIR Is required. P. 3 E. Has this project been filed with EOEA before? Yes No _X— If Yes, EOEA No. EOEA Action? F. Does this project fall under the jurisdiction of NEPA? Yes No—x— lf Yes, which Federal Agency? NEPA Status? G. List the State or Federal agencies from which permits will besought: Agency Name Department of Public Works Type of Permit Curb cut and street opening H.- Will an Order of Conditions be required under the provisions of the Wetlands Protection Act (Chap. 131, Section 40)? Yes X_ No DEQE File No., If applicable: I. List the agencies from which the proponent will seek financial assistance for this project: Agency Name Funding Amount 11. PROJECT DESCRIPTION A. Include an original 81/2 x11 inch or larger section of the most recent U.S.G.S. 1:24,000 scale topographic map with the project area location and boundaries clearly shown. Include multiple maps if necessary for large proj- ects. Include other maps, diagrams or aerial photos if the project cannot be clearly shown at U.S.G.S. scale. If available, attach a plan sketch of the proposed project. B. State total area of project: 1; 4 ± Acres Estimate the number of acres (to the nearest/10 acre) directly affected that are currently: 1. Developed .................... nacres 4. Floodplain .................... 0 acres • 2. Open Space/Woodlands/Recreation3 4 —acres 5. Coastal Area .................. 0 acres 3. Wetlands ...................... 0 acres 6. Productive Resources 0 Agriculture.................. acres Forestry .................... —Q acres Mineral Products ............. Q acres C. Provide the following dimensions, If applicable: Length In miles SIA_ Number of Housing Units NA Number of Stories 2 Exis4jng Immediate Increase Due to Project Number of Parking Spaces .......................... 80— 1 5?+ Vehicle Trips to Project Site (average daily traffic) ......... 450 day 1200/day Estimated Vehicle Trips past project site ............... 37 0/da 3300 D. If the proposed project will require any permit for access to local or state highways, please attach a sketch showing the location of the proposed driveway(s) In relation to the highway and to the general development plan; Identifying all local and state highways abutting the development site: and Indicating the number of lanes, pave- ment width, median strips and adjacent driveways on each abutting highway; and indicating the distance to the nearest intersection. See attachment No. 2, site plan P. 4 ASSESSMENT OF POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS Instructions: Consider direct and indirect adverse impacts, including those arising from general construction and operations. For every answer explain why significant adverse impact is considered likely or unlikely to result. Also, state the source of information or other basis for the answers supplied. If the source of the information, in part or in full, is not listed in the ENF, the preparing officer will be assumed to be the source of the information. Such environmental information should be acquired at least In part by field inspection. A. Open Space and Recreation 1. Might the project affect the condition, use or access to any open space and/or recreation area? Yes X— No . Explanation and Source: No significant impact on open space and/or recreation areas is proposed. B. Historic Resources 1. Might any site or structure of historic significance be affected by the project? Yes No X Explanation and Source: No known structures of historic significance exist on the site. 2. Might any archaeological site be affected by the project? Yes No X Explanation and Source: Area has been previously disturbed during the construction of the existing building and parking lot area on the site. The site is not known to possess any archaeological significance. C. Ecological Effects 1. Might the project significantly affect fisheries or wildlife, especially any rare or endangered species? Yes No —X Explanation and Source: No impact on fisheries or wildlife is expected due to the project construction. No rare or endangered species are known to exist on the site. P. 5 • 2. Might the project significantly affect vegetation, especially any rare or endangered species of plant? Yes X_ No (Estimate approximate number of mature trees to be removed: ) Explanation and Source: No significant impact on vegetation is proposed. No rare or endangered species of plants are known to exist on the site. 3. Might the project alter or affect flood hazard areas, inland or coastal wetlands (e.g., estuaries, marshes, sand dunes and beaches. ponds, streams, rivers, fish runs, or shellfish beds)? Yes No Explanation and Source: Storm runoff from the project site is to be discharged to an ex- isting we area located west of Osgood Street (Route 125). The stormwater collection system located in Osgood Street (Route 125) currently discharges to this area. No impact on the wetland area is anticipated due to the increased volume of runoff resulting from the project construction. 4. Might the project affect shoreline erosion or accretion at the project site, downstream or in nearby coastal areas? Yes No _ X. Explanation and Source: Project located in inland area. No impact on coastal areas will result from this project. 5. Might the project Involve other geologically unstable areas? Yes No Explanation and Source. Project site located in geologically stable area. D. Hazardous Substances 1. Might the project involve the use, transportation, storage, release, or disposal of potentially hazardous substances? Yes No _ X Explanation and Source. Project does not propose the use, transportation, storage, release, or disposal of potentially hazardous substances. E. Resource Conservation and Use 1. Might the project affect or eliminate land suitable for agricultural or forestry production? Yes No X_ (Describe any present agricultural land use and farm units affected.) Explanation and Source: Site currently occupied by Retail store. No agricultural or forestry production is being performed on the site. 2. Might the project directly affect the potential use or extraction of mineral or energy resources (e.g., oil, coal, sand & gravel, ores)? Yes No X Explanation and Source: No mineral or energy resources are known to exist on the site. 3. Might the operation of the project result in any Increased consumption of energy? Yes X No Explanation and Source: (If applicable, describe plans for conserving energy resources.) Slight increase in energy consumption over currently levels will result due to the project development. F. Water Quality and Quantity . X 1. Might the project result In significant changes in drainage patterns? Yes No Explanation and Source: Surface runoff from the proposed development will be discharged to a wetland area located outside the Lake Cochichewick drainage basin. Surface runoff from Route 125 is currently discharged to this area via the existing drainage system in Osgood Street (Route 125). 2. Might the project result in the Introduction of pollutants Into any of the following: X (a) Marine Waters .................................................. Yes No (b) Surface Fresh Water Body ......................................... Yes No �— (c) Ground Water ................................................... Yes No X Explain types and quantities of pollutants. No introduction of pollutants to surface water or groundwater in the project area is proposed due to the project. Ulsposa► by: ia) (b) (c) Vnette dep[i., nysm—ft ............................. Public sewerage systems ................................. Other means (describe) Yes _X_._ No 4. Might the project result in an increase in paved or impervious surface over an aquifer recognized as an Impor- tant present or future source of water supply? Yes X_ No Explanation and Source: The project is to result in an increase of approximately 1.5 acres of impervious surface in the watershed of Lake Cochichewick, North Andover's water supply: See below. 5. Is the project in the watershed of any surface water body used as a drinking water supply? Yes X No Are there any public or private drinking water wells within a 1/2 -mile radius of the proposed project? Yes No X Explanation and Source: Project site located within the watershed of Lake Cochichewick, the Town of North Andover's water supply. Storm runoff from the proposed project will be collected and discharged west of Osgood St., Route 125, outside the lakes drainage basin. 6. Might the operation of the project result in any increased consumption of water? Yes _X No Approximate consumption 5 ► 0 0 0 gallons per day. Ukely water source($) Town of No. Andover Explanation and Source: Slight increase in water consumption anticipated due to the project construction. Water usage will be primarily personal consumption by employees. 7. Does the project involve any dredging? Yes No. X If Yes, indicate: Quantity of material to be dredged Quality of material to be dredged Proposed method of dredging Proposed disposal sites Proposed season of year for dredging Explanation and Source: No dredging proposed as part of project. P. 8 G. _ Air Quality 1. Might the project affect the air quality in the project area or the immediately adjacent area? yes No --L— Describe type and source of any pollution emission from the project site. No emission of air pollutants is proposed as part of this project. 2. Are there any sensitive receptors (e.g., hospitals, schools, residential areas) which would be affected by any pollution emissions caused by the project, including construction dust? Yes No X Explanation and Source: No sensitive receptors exist within the project area that would be impacted by: the proposed project. 3. Will access to the project area be primarily by automobile? Yes _ X No Describe any special provisions now planned for pedestrian access, carpooling, buses and other mass transit. Proposed building will contain retail stores and office space. Access to the site will be primarily by automobiles. A preliminary traffic study performed, enclosed as Attachment No. 1, indicates that the proposed project will not have an adverse effect on traffic operations on Osgood Street, (Route 125) . H. Noise X 1. Might the project result in the generation of noise? Yes No Explanation and Source: (Include any source of noise during construction or operation, e.g., engine exhaust, pile driving, traffic.) No increase in noise levels over that currently existing at the site is proposed. 2. Are there any sensitive receptors (e.g., hospitals, schools, residential areas) which would be affected by any noise caused by the project? Yes No _ X Explanation and Source: No sensitive receptors exist within the project area that would be impacted by the proposed project. P. 9 Solid Waste 1. Might the project generate solid waste? Yes X No Explanation and Source: (Estimate types and approximate amounts of waste materials generated, e.g., industrial, domestic, hospital, sewage sludge, construction debris from demolished structures.) solid waste generated at the site would consist chiefly of commercial refuse material. J. Aesthetics 1. Might the project cause a change in the visual character of the project area or its environs? Yes No X Explanation and Source: Project site is currently occupied by a retail building. The proposed project involves the removal of the of a new building with landscaping ofxthelnPerimeterure of the lot.and Theproposed building is to be designed to be aesthetically pleasing and to be similar in appearance to existing commercial structures in the area. 2. Are there any proposed structures which might be considered incompatible with existing adjacent structures In the vicinity in terms of size, physical proportion and scale, or significant differences in land use? Yes No X Explanation and Source: Proposed structure to be compatiable with existing structures in the project area. 3. Might the project impair visual access to waterfront or other scenic areas? Yes No X Explanation and Source: t will not impair visual access to waterfront The proposed projec or other scenic areas. K. Wind and Shadow 1. Might the project cause wind and shadow impacts on adjacent properties? Yes No Explanation and Source: T.he proposed project will not result in wind or shadow impacts - on adjacent properties. P. l u CONSISTENCY WITH PRESENT PLANNING A. Describe any known conflicts or Inconsistencies with current federal, state and local land use, transportation, open space, recreation and environmental plans and policies. Consult with local or regional planning authorities where appropriate. No known conflicts or inconsistencies state and local use, transportation, and environmental plans and policies V. FINDINGS AND CERTIFICATION with current federal, open space, recreation are known to exist. A. The notice of Intent to file this form has been/wlll be published in the following newspaper(s): (Name) 1 ate... .,^^ pagl P Trihune (Date) January 31, 1 87 8. This form has been circulated to allAqen,4*s anirsgns arye fired by Appendix B. Date StgnatureofKe'sPqAslble0ff1ceT or Project Pio vent Kenneth Yameen Name (print or type) Address 1077 Osgood Street NorEh Andover, Ivy Telephope wnber 6 01 Date Signatuf4 of person preparing ENF of different from above) mAnthony Lally Name (print or type) Address 200 Sutton St., Suite 220 North ndove - MA Telephone Number _(617) 688-1763 Appendix A Permits lyotice date of Mir of the. town In the Of{� Clerk. v :. 'tJy...N* TUw�V6�. WOR711 A1600VER 5 SEr 24 TOWN OF NORTH ANDOVER MASSACHUSETTS BOARD OAF APPEALS NOTICE OF DECISION 06 pos A A iy oe COPY Town cam* Cam* Date ....September .2.4, .1985 Petition No....... 39-85 .......... Date of Hearing ...F►ugus.t . 12 , .19 85 Petition of ...Angus . Realty. Trus. t ................................................... Premises affected .........Osgood. Street .known .as..10.7.7. Q:�9.Qoa..$t.•............. Special permit Referring to the above petition for a Sth�a` M from the requirements of the .$e.ct�.Qn..4 Paragraph 4.133(d) of the Zoning ByLaws so as to permit .construction of .a• new..store .within. 2.50..fee.t. of. Lake...... Cochichewick or a special permit to remodel an existing building within .250 • feet, -of. Lake. •Cochichewick......................................... After a public hearing given on the above date, the Board of Appeals voted to .GRANT..... the • ....Spe.ci:►1. permi t............ and hereby authorize the Building Inspector to issue a permit to ..Angus. ,Realty..Trust..................................................... for the construction of the above work based upon the following conditions: 1 -Plan be revised to showbuildibe ng lancmustrbetrd beyond constructed5withinm150ke. 2 - The retaining wall shown onP and 250' from the lake only except in the southeast corner of the lot. for a sewer line and pumping station whicheis to be notbgreater y the than 20' on Great Pond Road, in a location to be rth Andover Board of Public Works. _ 3 - The retaining wall must be cor&tmgdeted and graded prior to the commencement of construction ofture thereon The.B.oaxd.s.�ggq$tsand rthat Y building permit for a structure. is.issued two building permits may be required.. 4 - The parking lot as shown on the •plan..or..revised.p.lan .is..to .be. allowed within the 150' and 250' zone. 5 - Prior to the issuance of a Certificate. of. Occupancy.,.. the. e.xisting structure (store) must be demolished. 6 - That a stockade fence, closest to• •the •structure,. be. •c insaddition tructed oto the the northeast boundry abutting the Ragonese prop�xty two rows of staggered white pine. • • • • • • • •Board of -Appel • • .. • ""' (continued on Page 2) Tealty Trust - Osg000 5treer 1 of the proposed structure be of the same _ That all of the wal s roved by the Board materials, excepting glass. g _ That the plans be revised and submitted to and app ns actor showing prior to any construction on the site. That necessary plans be submitted to the Building I p 9 m the store drains away from the lake through catch that drainage from basins on Osgood Street. trash receptacles be enclosed in a masonry walled enc osur _ 10 That ond with front non -transparent gates. 11 - That the existing drive at theto Great area vestereddto be the site, be demobs hedwhich is not to be fertilized. ed as shown on 2 ci - The retaining wall shall beblagarected down. the south side of a green area the plan. l htin shall e 13 - Parking lot lig g ht of Application for. special permit for existing building denied in lig the granting of the special permit for the -the provisions of Section 10.31 have been satisfied. The Board finds that has determined that Town sewage will be added to the sitereat The Board holding tank system is being used) which is of g present a sanitary laces this petitioner in a benefit to the site. This Town sew age P e from other sites bordering the Lake's Watershed District. different lig Signed: Frank Serio, Jr,. r Chairman IT Alfred E. Frizelle, Esq., Vice Chairman Augustine W. Nickerson, Clerk Walter F. Soule Raymond A. vive nzio / aw t BOARD OF APPEALS 11 • APPLICATION TM CCHMOMMeTR OF XWACKUSVM DVMMaXT • ' PUBLIC • it R 100 WHUA 31 January 27, 87 ToMr. Francis Hoev District ' Engineer 485 Maple Street Danvers, MA 01923 The ®re ed,Kenneth Yameen President, Angus Realty Corp. .. a r. e e 6 0 0 0 0 0 0 0 6 0 0 0 0 0 «-«-0 e 0 0 0 a 6 a 6 0 0 0 • 0 0 .. a 0 a 0 a. 0 0 e a 0 0 0 0 0 r 0 'o ®... ««. 1077 Osgood St. (Rt. 125) North Andover hereby es application for ssion of «eeearre*so re.arae...«««..............«....«. enter into Route 125 north of Great Pond Road in the Town of North e e 0 0•• a•. 0.• r 0. 0. r ... 0 0 0 0 e 0 0 a r 0 a 1 e e a r 0 0 9906969 • a•• e.••.• a e 0 ®« « M a e r e 0'0 'i f rot ®« e e e«« Andover for the se of installing a new multiple 18 inch RCP drain 0 a 0 e 0 0 e 0 0 0 0 e 0 0 010 0 0 0 0 0 0 • 0 0 purpa0 1 0 4 r e"0'1 6 6 0 0 6 0 0 0 0 r'.'0 0 0 0 6 0 0 0 0 0 a 0 V 0 0 a NO 6 a a a e 0. e a rT 0'0 Y O I1 i"1 V+ r 0 r 0 system line from the above referenced property across Route 125. The eel• •00.0. 00.• 00••..• aro. 000..• 0 e& 00. 0&0000.0000 a 0 0 0 a a r 0'e0ver0 f e l we, ewe• i V r 00. l a. r TO -►'a V a I* 1�e pra�osed drainage V e system will discharge to an existing wetland area located •000&& •...• 0• a 0. 000.0 o ecrow ore-"Varo011+.Y.ai900 h71Y ir6yyeri®a70• r" VIVO 'r0100 a aT e a l ov's a• an the northerly side of Route 125. The existing drainage system within •ea6+es+orrrseoaee&• •eeeoo+•Bare+•earoo6reeeeaeaeroeer•eeaseraer000ea6ee•000raea.eeao•«• Route 125 located north of the proposed crossing will be connected into the e• 0 0 a 0• 0 0 0 0 0 6. 1 0 0 0+• 0 0 0 0 e 0• 0 e 0 a 0 e+ e 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r o 0 r 0 e a 0 a 0 0 0 0 0 0 0 e 0 0 to i e e a 0 0 0 0 0 a 0 e �ro�osed new RCP drain as shown on the attached Plan. Access to the above • 0• 0 0 • 1 0 0+ r e e 0 0 0 0 0• 0 0 0 0 0. r e a . 6 6 0 0& 0• 0 0 0 a 0 0 0 e 0 0 0 0 0 0 a• 0 i 0 0 0 a a 0 0 0 e 0 0 0 0 0 0 0 o r 0 0 0 0 0• 0 0 0 a 0 0 0 0 0 referenced pro�ertx shall be approximately 450 feet north of Great Pond Roa ••oeaeee6+e•eoe• ae ace♦ eeeareasceara.eee.a•rase«raeeo•••eeo«aooroeoaaa0000««rooee.«eee• as shown on the attached Plan, on the State Highway in the City/Tbxn of «North Andove No* 1250 e a e e e • Sip here . a^7 0 a a 0 « 0. a 00604-00 0 6908000 UilinsAddross ®1 a""V00 goad® S ®®®t,®®ee..r..a.a..ra....e..« North Andover, MA 01845 ®•seeoreseoeves6eve0We60V00a.9&a0a000000000a00&0 001 Telephone Hoo .(603)..68 98: 0000000e0e0000..a0«e««0.0.0...0.« If this Pemit is to be leaned to azq one other than a wanielpality or atility oamTuqp the applioation mist bs signod by the owner of the abnttind property or awnsr snit indioate his approval of this application by eigninS WAW. 0 0 0 a 000a 00000/000 a 000000000000000 a 00000000000000 ?his application, in dup'' cats, is o b* orwardsd to t e Dint et lkur..nssr 12 Your ar &o Be* re"rws side for add.raaa*s of Distriet ®ffi.eos Appendix B Table 1-1 First Floor PROPOSED BUTCHER BOY.MALL USE Retail Butcher Boy Total Retail Parking Required Gross S.F. 14,602 17,027 31,629 22,417 x 5/1000 Net S.F. 10,924 11,493 22',417 = 112 spaces Second Floor Total Office 34,232 26,747 Parking Required 26,747 x 3/1000 = 81 spaces Total Parking Required 112 + 81 = 193 spaces Total Parking Provided = 232 spaces Appendix C Traffic Study Report Prepared by GLA Engineering, Inc. GLA ENGINEERING, INC. Consulting Engineers 24 UNION AVENUE FRAMINGHAM, MASSACHUSETTS 01701 July 22, '1987 (617) 626-2020 Mr. M. Anthony Lally, P.E. M. ANTHONY LALLY ASSOCIATES 100 Belmont Street No. Andover, MA 01845 Re: Butcher Boy Mall Building Facility No. Andover, MA Dear Mr. Lally: This supplements our traffic study report of February 17, 1987 for the proposed Butcher Boy Mall at the intersection of Rte. 125 (Osgood Street) and Rte. 133 (Great Pond Road) in North Andover. This also responds to the request for further information regarding traffic operations by the State Office of Enviromental Affairs. Enclosed are the following data for the proposed Buther Boy Mall as requested by the State: 1. Trip Generation Estimate. 2. Assignment of Generated traffic Weekday Peak Hour Volumes. 3. Assignment of Generated Traffic Saturday Peak Hour Volumes. 4. Level of Service and v/c Rates. 5. Peak Hour and ADT Volumes. 6. Traffic Signal Permit. 7. Environmental Affairs letter of April 10, 1987. The analyses show that the intersection of Rte. 125 and Rte. 133 currently and in 1992 with the proposed development and other known developments and the existing intersection conditions will operate at a Level of Service "C.• or higher during the morning peak hour, afternoon peak hour and Saturday peak hour. Similarly the same traffic operations will be experienced at the intersection of Rte. 125 and the entrance to the Butcher Boy Mall. It has been suggested that consideration be given to constructing a left turn lane for southbound traffic on Rte. 125 at the proposed entrance and a right turn lane for northbound traffic on Rte. 125 at the proposed entrance. Mr. M. Anthony Lally July 22, 1987 Page 2 of 2 While the capacity analyses do not indicate a need for the turn lanes, it is our recommendation for safety reasons, that the southbound left turn lane be constructed. However, we do not recommend the construction of the right turn lane as it can create conflicts and be a hazard between the northbound traffic entering the Butcher Boy Mall and the southbournd traffic on Great Pond Road (Rte. 133) which makes a right turn to go north on Rte. 125. The two hundred feet available for a right turn lane is insufficient to provide a good weaving operation for these two traffic flows. For this reason we do not concur with construction of the suggested right turn lane. We are enclosing a worksheet print of the site plan showing the layout of the proposed southbound left turn lane. Should you need any further information in this regard feel free to contact us. Very truly yours, e Liberato L. Abriam, P.E. President LLA/ga cc: John F. May, P.E. KAEHRLE TRAFFIC ASSOCIATES Consulting Engineers SHEET N0. CALCULATED BY CHECKED BY - A OF - DATE DATE .............. ..... . .......... . .......... ......................... ............. ............. ............ ............ ........... .... ........ ... ... ....... ..... . ......... ... ......... ........... ........... ........... ............... ............. ............. . ............. ..... ............. ............. ........... .......... ............................ .......... .. ............ Cr ........... .............. .............. ........... 3 . ............ ... .......... .............. .............. ........... 4 ......... . . ........... 7N ........... ................. .............. .............. .............. ........... . ... ... .. .......... -16 . ....... .... ............... ............. .............. ............. ............. . . ..... ..... ........ . ................. ..... ......... ............. ............. ............. ............. ........... . . ........... ............. . .............. ............. ............. ........... *7 .. . ....... . ........ ..9.2 ........... ........... 4 ........... .. ............. ....... 4. .............. .... ............ ............. . . .......................... .............. ............. . ............. ............. ..... ...... ........ .. .... ........ . .......... . .... `..........:....24..1.. vw , . ............ ............. ........ .... ...... ..... ......... .............. -.1-: ........... . ........ .............. ........... .......... ............. ... PP . ............. .... ....... ..... .................. ... ............ ............. ............ ............. ............. .............. .............. .... ......... .............. i ............. 4 ............. i ........... . .... ....... ............. .............. .. .......... ............. ............. ....... ..... ........... . ......... ..... .......... . ..... ............. ............. .............. .............. ........... ............... ............. ... .. .......... ........... .. . ........ .... ..... ............................. ............. ........... . ...... ............. ............. . ............. ............. I .............. ..... .......... 016 "01 ..ew .............. ............. ............. y ............. . ............. w KAEWRLE TRAFFIC ASSOCIATES SHEET NO. OF Consulting Engineers CALCULATED BY DATE CHECKED BY DATE SCALE KAEWRLE TRAFFIC ASSOCIATES Consulting Engineers SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE 0 JOB KAEHRLE TRAFFIC ASSOCIATES SHEET NO. OF- COnfUlting Engineers CALCULATED BY DATE CHECKED BY DATE SCALE KAEHRLE TRAFFIC ASSOCIATES Consulting Engineers JOB SHEET NO. - CALCULATED BY CHECKED BY- SCALE Y_SCALE OF- DATE F-DATE DATE 300 N��`m Vi. UA STREET, aosroy Great Pond Road (Route.l33) ` Date--Aug.14, 1985 permit No TRAFFIC CONTROL SIGNAL PERMIT AB -210-2033 'nder authority of Chapter 99, See, S. General Lawa, Tercentenary Edition, the Department of Public Works heraby es the following described tm(tc control signal inst,Ilation. and awdliary airm and aur!acc mxrk-i ;-a, for tba location. provided that a permit for the opening of the road and the placing of svoctnres thereon ahall be received the board or officer in chargr of the road 'his permit is rmni.e•d for the specific signal installation described herein and for Its operation In accordance with the tions set forth below and with the requirements of the Department of Pablie Works.- The detatL for an)) material tioaa or any continued* or substantial departure from the proviaiotu of this permit must be subrnitted to the depart - for approval vith data sufficient to justify such modification. Failure to comply wi voids this permit during such time as Doti -compliance esista. th thw requirements automat— I. STANDARDS OF INSTALLATION the traffic control signal installation and all auxiliary signs and surface markings which are used in nction with such installation shall conform with the requirements of the Department of Public s and with the sketch which..... 15_ attached __ .... _..... ...........— .. .—_._.� 11. OPERATION OF SIGNALS Type of control: Automatic Coordination: None Special connections: None Timing for automatic operation: See Reverse Side ?ours for automatic Operation .......CQRtjQUOV5..... _ Signals may be operated automatically for a shorter •period of..• :ime but not for a greater length of time than is here indicated !xcept Ohen unusual. conditions arise which temporarily justify onver operation. 'lashing Operation:, Whenever a signal is not operating as a cont ral device (stop and co), it must Flash Yellow or Flash Red as et forth in the signal sequence and at the rate of 50-60 flashes er minute unless otherwise specified in Part II(d) of this Permit. anual Operation: Signals may be operated manually at any time rrespective of the hours desianated in Part II(e) of this permit. iscontinuance: Signals may be discontinued at anv time. When its is done signal faces must be turned away from traffic, taken )wn or hooded, and the District Highway Engineer notified. 's permit supercedes Permit issued iod of seven consecutive days re in any month. FOR Thi, DEPART.XZ1V'� OF PUBLIC WORKS r By Michael D. Meyer Director, B.T.P&D r ve, NORTH ANDOVER TRAFFIC SIGNAL LAYOUT a 0 I Route 125 (Osgood St.) at Great Pond Road Signal 5-620 Sequence and Timing Flash Housings 1 2 3' 4 5 6 Oper. J tial Interval 3 !hicle Interval 2 nimum 30 25 ►ximum 4 2 4 2 -her Intervals te. 125 (EB -WB) A,B,C,D G Y R R R R Y ,eat Pond Rd. (NB) E,F R R R G Y R R Ffice Bldg. Dr. (SB) G,H R R R G Y R R 0 I GLA ENGINEERING, INC. Consulting Engineers 1 Kendall Street FRAMINGHAM, MASSACHUSETTS 01701 (617) 626.2020 'DB R u c 11�:R— N • f' lo I� SHEET NO. OF CALCULATED BY L L�+ DATE w d i CHECKED BY P fLt L. I t-1 I I®JAiz l & JT) M 1) T6 SCALE DATE oNr- 1 (ril 01 lU rr il`Iv L./vr-s I M• _ . ..1 . . - ® GRE•47- POND NORTH ANDOVER ROUTE 125 (OSGOOD ST) AT GREAT POND ROAD APPROVED - _ -�.-+ � r. � -c T. r � r, r r►,; a �..� Appendix D Plan