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1992-01-10 Correspondence
......... - Town of North Andover t pORTk OFFICE OF �o��t COMMUNITY DEVELOPMENT AND SERVICES 1 30 School Street :�p "x wB LIAM J. SCOTT North Andover,Massachusetts 01845 s,r.o • `�5 vs acKus i Director January 21, 1998 Ms. Roberta McGowan Assistant Treasurer 120 Main Street North Andover, MA 01845 Re: Bond release for 40 High Street - (North Andover Mills Realty) Dear Ms. McGowan, The North Andover Planning Board held a regular scheduled meeting on January 20,1998. At that meeting the Board members voted unanimously to RELEASE the total remaining balance plus interest. Applicant: North Andover Mills Realty CIO Brickstone Properties 300 Brickstone Properties Andover, MA 0 18 10 Type of Bond: Form G Performance Bond Thank you for your attention to this matter. Sincerely, C �yl Amy`M. hongrls Planning Board Secretary cc: B. Hmurciak„ Asst. Dir. DPW BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 .......................................... Town of North Andover °t AORTil OFFICE OF ,<�``° ,40G COMMUNITY DEVELOPMENT AND SERVICES ° ; p 30 School Street AL z { '► op North Andover.Massachusetts 0I845 WILLIAM I SCOTT 4SSACKU Director January 7, 1998 Mr. Dan Schevis Director of Operations Brickstone Services Corporation for North Andover Mills realty Limited Partnership 200 Brickstone Square Andover, MA 01810 Re- North Andover Mills - Site Plan Review Dear Mr, Schevis, As part of their review of your request to the Planning Board to release all remaining funds, the Board would like an update on the transfer of property and/or an easement to the Sutton Pond Condominium Complex to resolve an outstanding access issue. The Board will review this issue at their meeting on January 20, 1998 at 7.00 p.m. The Planning Board meetings are held in the DPW building on Osgood Street. If you have any questions please do not hesitate to call me at 688-9535. Very truly yours, Kathleen Bradley Colwell Town Planner cc. R. Rowen,Planning Board Chairman BOARD OF APPEALS 688-954I BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 THE BRICKSTONE COMPANIES 200 Brs'chstonc Square o ,Andover, Ylassachusctts 01810 Telcp}tonc 978.749.3000 o 1( ax 978.749.3009 December 09, 1997 � ll 'iE Ms. Kathleen Bradley-Colwell Town Planner DECf f9 Town of North Andover 30 School Street A NING a �, North Andover, Massachusetts 01845 Re: North Andover Mills, High Street, North Andover, MA. Construction of AEG Modicon Manufacturing Building Release of $11 , 000. 00 Bond Submitted to Planning Board Dear Ms. Bradley-Colwell, Just prior to commencing construction in 1992 on the AEG Modicon "Manufacturing Building" at North Andover Mills, the former North Andover Town Planner, Chris Huntress, determined that North Andover Mills Realty must submit a bond in the amount of $11, 000 . 00 to the Town of North Andover, acting through its Planning Board, which would be held by the Town of North Andover until certain landscape material had been installed, which was addressed in Mr. Huntress ' letter dated July 27 , 1992 and which I have enclosed for your reference as Attachment #1 . For your reference, I have enclosed a photocopy of the "Performance Bond - Deposit of Money - North Andover Planning Board" Agreement, which is referenced as Attachments #2A & #2B, which was executed by all parties on September 15, 1992 , and I have also enclosed a photocopy of the Bay Bank Check #0349201 in the amount of $11 , 000 . 00 , which was submitted to the Town of North Andover and which is referenced as Attachment #3 . The AEG Modicon Manufacturing Building was completed in late 1993, and a. Certificate of Use and Occupancy was issued by the Town of North Andover on December 20 , 1993, copies of which are enclosed and referenced as Attachments #4A & #4B. During a recent review of our files for this project we determined that this $11, 000. 00 bond was still being held by the Town of North Andover, and as this project was completed four (4) years ago, this letter is our official request that this $11 , 000. 00 bond/check be returned to North Andover Mills Realty, which shall also include interest, as this $11 , 000 . 00 was deposited by the Treasurer of the Town of North Andover in an interest-bearing account, as stated on page 1 of the Agreement. M11),A'] 1.,:h.,.NTJ'C 0 Mellon 11ndependcnca Cente, o 701 Market Street a 1G hdadclphia, Pcnniy1wa.ia 19106 o Telephone 215.592.8905 o Fax 215.592.4670 CALIFORNIA o The Raza at Continental 1Par1 o 2102 'Rmccrans flvenuc, Saute .)252 o El Segundo, Cale ornia 90245 0 Telephone 310.607.1003 o Fax 3110,607.0005 December 09, 1997 Ms. Kathleen Bradley-Colwell Re: Release of $11 , 000 . 00 Planning Board Bond - Page 2 This check, including interest, should be made payable to North Andover Mills Realty Limited Partnership, and should be mailed to: North Andover Mills Realty Limited Partnership c/o Brickstone Services Corporation 200 Brickstone Square Andover, Massachusetts 01810 Attention: Dan Schevis Should there be any questions, comments or problems relating to this request, please .contact be at Brickstone ' s Andover Office at 749-3000 . Very truly yours, Dan Schevis Director of Operations Brickstone Services Corporation for North Andover Mills Realty Limited Partnership enclosures cc: Martin Spagat, Brickstone John G. Baker, Brickstone David Miller, Brickstone Patricia Lara, Brickstone Keith Holjeson, Brickstone File � NELSONof 120 Main Street, 01845 CONSEWATION DIVISION OF A d.4:sL"A.d TA.A PLANNING PLANNING & COMMUNITY' DEVELOPME.NT MEMORANDUM TO: Joel Bard FROM: Rick Nardella, Planning Board Chairman DATE: October 4, 1993 SUBJECT: 40 High Street - North Andover Mills Realty Trust Stop Work Order Although the right-of-way is the singular most important factor leading up to the issuance of a Stop Work Order, there are several other issues that are significant as well . 1. Trucks queuing within the right-of-way as marked by yellow lines. Lack of definitive curbing allows movement across all areas of the right-of-way. Verbal representations to the then comprised Planning Board (four (4) current members & George Perna) maintained that the right-of-way would be moved from its current "legal" area as soon as a new owner of the condo project had been defined. While the Board has no objection to the current "legal" right-of-way except that to create a safe environment, curbing would have to run along side both sides of the right-of-way, effectively cutting off three (3) Modicon loading docks, it is apparent from current Building Inspector and Planning Staff observations that this remains true and that safety issues have increased due to the increased traffic surrounding the Modicon addition. 2 . No permission was ever granted for the stockpiling of dirt at the site. Dirt piles may be removed this month, but remain a health issue. Dirt screening was in violation of Zoning. 3. Fencing around dirt piles are inadequate. 4 . Dust control is deficient. Y MORYy, KAREN H.P.NELSON Director Town. 4f 120 Main Street, 01845 - F BUILDING ids••:;,A�;� NORTH AND OVER (508) 6$2-64$3 CONSERVATION 8`°~ s` DIVISION OF HEALTH NNNIING PLANNING & COMMUNITY DEVELOPMENT October 1, 1993 North Andover Mills Realty c/o Brickstone Properties 300 Brickstone Square Andover, MA 01810 Re: 40 High Street Dear Sir: The Planning Board has recommended that the Building Inspector place a Stop Work Order on your building at subject location until such time as you are in compliance with the Site Plan Approval. Copies of correspondences dated August 18, 1993 , August 26, 1993 , September 1, 1993 and September 17 , 1993 are attached. Therefore, you are hereby ordered to cease all work immediately on the project located at 40 High Street, except for the removal of previously referenced dirt piles. Yours truly, D. Robert Nicetta, Inspector of Buildings & Zoning Enforcement officer /7e cc: Kathleen Bradley Colwell, Town Planner Karen Nelson, Director Richard Nardella, Chairman, Planning Board Return/Receipt P 273 799 097 4L1 iV VV lIIV YV VV ...,,. u........... u..y Va alp• aV 1T1vvL.y vyyv 1 V1� ELM MILL REALTY TRUST 200 North Main Street East Longmeadow, MA 01028 (413) 525-4585 September 16, 1993 Mr. Martin Spagat North Andover Mills Realty c/o Brickstone Properties, Inc. 300 Brickstone Square Andover, MA 01810 REFERENCE: SUTTON POND NORTH ANDOVER, MASSACHUSETTS Dear Marty: As you know, the right-of-way documents with respect to the proposed new right-of-way must be finalized and signed by next Tuesday's Planning Board meeting. We have some two (2) business days to accomplish this . The preparation of the legal documents and the plans are under your control and, therefore, our ability to meet this Tuesday deadline really rests with you. It is unfortunate that you couldn't do today' s scheduled 3:30 conference call to further discuss the .issues. It doesn't appear that this thing is going to get done unless a conscientious effort on your part is made to get it done, and we are running out of time. The following are some of the outstanding matters that need to be resolved immediately: I. The consent of the Boston Maine Corporation, which is crucial needs to be obtained. 2 . Insofar as the agreement itself is concerned, the outstanding issues really don't relate to the business deal but relate to changes which your attorney made to the documents in connection with the exclusivity aspect of the proposed new right-of-way. These changes are unacceptable, and are no longer applicable since the easement is no longer exclusive but will be in common. I would like to reiterate that we need to go back to our original agreement and only make changes which reflect our business deal, particularly given the time constraints we are under. We do not have the luxury of a lengthy negotiating period. ........ .......... .. .......................................... .+4..1 ♦..+ vv slat+ r + vi 1a.... .n.al lL.rla Mary V1 11111 11�1 Martin Spagat September 16, 1993 Page 2 3 . As I indicated, I am willing to make a contribution toward the cost of construction of the new access road and related improvements. The amount of such contribu- tion would be equivalent to the value of the new access road through the Spiridoni property. While you have agreed to this in principle, you do not seers to agree with my construction estimates. Let me remind you that we are general contractors who have been in the building business for over 25 years, and we are well aware of what the construction costs would be with respect to this portion of the new access road. Therefore, the most that I am willing to offer toward the cost of the new access road and related improvements is $56,000 (i.e. , the amount of my construction estimate) . 4 . I have given the issue of maintenance and operating expenses with respect to the proposed new right-of-way some further thought. I thank your proposal to share the maintenance and operating costs on a 50/50 basis is unreasonable, particularly since your choice of Option #1 has substantially increased the length of the proposed new access road and, consequently, the costs involved with respect to maintenance and operation. Therefore, after further consideration I am willing to share the certifiable maintenance and operating costs with respect to the proposed new access road on a 75/25 basis (75% - North Andover Mills Realty, 25% - Elm Mill Realty Trust) . The maintenance costs which would be shared would be limited to snowplowing of and repairs to the proposed new access road. Also, I 've revised the Construction Schedule (see accompanying) . I look forward to hearing from you. Very truly yours, ELM REALTY TRUST; Ernest A. Gr ia, III Trustee car Enclosure . ................................................. CONSTRUCTION SCHEDULE The Partnership shall construct, or cause to be constructed, at its sole cost and expense, the improvements in the New Easement (the "Improvements") in accordance with the plan entitled and dated , prepared by vanasse, Hangen, Brustlin, Inc. (hereinafter the "Plant') . The Improvements shall include, without limitation, the following: 1. The furnishing of all labor, materials, equipment, tools, services, and all other incidentals required to undertake and complete construction of the new access road and related work. The new access road shall start at the access way located on or about the Trustees ' property line and shall continue through the Partner- ship's property and to the New High Street curb cut located adjacent to Prescott Street as denoted on the Plans. The new access road shall be approximately 1, 000 lineal feet in length and shall consist of a thirty (301 ) foot wide bituminous concrete paved surface with exception to the approximately 180 lineal foot High Street entrance drive which shall be a forty (401 ) foot wide bituminous concrete paved surface as denoted on the Plans . 2. The furnishing and installation of a continuous bituminous concrete berm, Cape Cod style, along the entire length of both sides of the new access road (with exception to the curb cuts as denoted on the Plan) . 3 . The furnishing and installation of a functional and operational storm drainage system. 4 . The furnishing and installation of 6 foot minimum grassed landscape belt along the entire length of both sides of the new access road. Such grassed landscape belt shall be loamed and seeded or sodded and shall include, without limitation, a continuous bituminous concrete berm along the entire edge of the other side of the 6 ' grassed landscape belt where required. Page 1 ........ ......... ........................ ................................ ....... ..... � ..t au vu t,tu tVvu Attt. utu tl.111 ut1V Vk AliL1 IYU. 1"tl J:JG:J U,}1J r, V0 Additionally, the Partnership shall furnish and plant trees at 50 foot intervals along the entire length of the new access road at locations which alternate from one side of the new access road to the other side (and which are opposite to the site lighting locations referred to in Paragraph 5 hereof) . Such trees shall be American Linden, Norway Maple or Pin Oak with a minimum caliper of 2-1/2 inches to 3 inches. The Partnership shall furnish and install additional landscaping and plantings at the (40 ' wide) High Street location. 5 . The furnishing and installation of plant beds and islands which shall include, without limitation, the removal of existing bituminous concrete paving and gravel sub-base and the installation of new bituminous concrete curbs, Loam, mulch, seed and plantings as required. 5. The furnishing and installation of site lighting along the new access road including, without limitation, fixtures, light bases, conduit, power, and all incidentals and work required to make the site lighting operational. The site lighting fixtures shall be comparable or equal to the quality, type and size of the existing site lighting fixtures located on the Trustees ' property, and shall be installed at 100 foot intervals along the entire length of the new access road. The Partnership is currently considering new site lighting for the entire parking lot including, without limitation, this new access road. Final layout, design, type, quantity and size shall be as mutually agreed upon by the Partnership and the Trustees. 7 . The existing storage/maintenance building, fencing and appurtenances thereto located adjacent to the Trustees ' Property line shall, be demolished, completely removed and legally disposed of, and all, such areas shall be paved, landscaped and/or restored. S. The furnishing and installation of two (2) signs . Such signs shall be subject to the approval of the Partnership as to size, design and location (such approval shall not be unreasonably withheld) as follows: Page 2 ...... ... ........................_............................... a. A sign adjacent to High Street in style and size similar to typical signs in North Andover identify- ing public streets, identifying the driveway to Lot 2 with a name mutually acceptable to the Trustees and the Partnership; and b. One other sign at the point nearest to High Street where the New Easement diverges from the entrance to the Trustees ` parking lot, directing traffic to Lot 2 in that direction. Such sign shall be comparable in material, color, and lettering to the existing signage at the Trustees ' property. The letters shall be a minimum of twelve ( 12") inches in height. 9 . It is understood and agreed that the new access road shall be in direct alignment with the existing drive located on or about the property line of the Trustees ' property. Further, the degree of the road curves shall not exceed applicable standards of the local department of public work, and there shall be no curves which would create an unsafe means of travel. 10. The furnishing and installation of underground utili- ties, as the Trustees deem appropriate. The Trustees shall have the right to install additional underground utilities in the future. 11. stripping of topsoil, excavation, backfilling and grading for the Improvements at all unpaved locations . 12. The furnishing and installation of gravel under the new access road (at all existing unpaved locations) . The gravel product shall be new bank gravel, and the gravel depth under the new access road shall be a minimum of eight (8") inches. 13. The furnishing and installation of two and one-half (2-1/2") inches of bituminous concrete paving at areas to be newly paved and one ( 1") inch overlay at all existing and paved areas along the entire length of the new access road. 14. The repair of disturbed areas caused during construction of the Improvements including, without . limitation, regrading, bituminous concrete repairs, loaming, seeding and general cleanup. Page 3 .... . ................................ ..r..... wv vv ...V aV vv ...... •.......... .+...v v. . ♦ • . . a .avv�VVV1V 1 V1 15. The proper tie-in and connection of the new access road to the existing drive and/or improvements located on or about the property line of the Trustees` property. Such work includes, without limitation, the furnishing of all materials and the performance of all work required with respect to such connection, and the cleanup, regrading and reseeding of all areas disturbed during such tie -in and connection operations. 16 . Cleaning, removal and legal disposal offsite of all rubbish, debris and/or surplus materials caused by or resulting from construction of the Improvements . 17 _ The Partnership shall give all notices and shall comply with all applicable laws, ordinances, rules, regulations and orders of all governmental authorities exercising jurisdiction over the Improvements or the conduct thereof and/or the Partnership's execution of the work called for herein. Page 4 . ............... PROJECT Burt IWI Kosar Rittelma= Associates FIELD 300 Sixth Avenue Pittsburgh, PA 15222-2514 REPORT 412-394-7000 FAX:394-7880 PROJECT: A4EG/MOPICOW FIELD REPORT NO: :34 MANUEACTUIZIMG FACIUL7-y PROJECT NUMBER: ql 676_00 DISCIPLINE: ALL DATE: TIME: WEATHER: TEMP. RANGE: EST OF COMPLETION: CONFORMANCE WITH SCHEDULE OBSERVATIONS: WoIZK C0MPIzTEt7 t7UIZI NG- The MrZ I CV OF 9/1 j93 To 9/3o fq 3 ' ANAL LAYER OF ASPHALT PAV I W-::,, LAID @ f:;zEArL• OF SLOG, ' ON GdI1 & FA[NTlNG op m 6c. I-T'"emc3. GOMPL "i D ALL- FOUr2 -5 ©F COjdC. TJRjVG—LA.),Ay. 5e7 I N6- p=,rz l c K PA erg AccEt 1. T ST-rz t PS )1,,j vxz Z vc wAY. ' P L^A EP t4UJvDA7`10 N5 Fop G dUQ�YAIZ.D F E Nc'H , - • S PIzE,z�D 11�I G- G I2.4 DI N G OF Togsp I 1 u 7-1-fE cov 27'Y/-2 C7. ' CoI� PL -p f5fz.IGK GUOtzr @ 6 5 ENT72 �AWC �t CE PoiD N Ew S r D wAL-k ST,��Tzs lea r� Eck • !NsT'ALLI,�JG- Lr F7Z7. ' �I�T�r�•�D 5U�3Sutz��c� p12A���.� ADD a t44L) e 4I NDA s: SM 114!7--Y, BHO48 PROJECT ARC 41T4'cT PAGE 1 MILER ENGINEERING & TESTING, INC. MANCHESTER,N.H. (603)668-6016 NORTHBOROUGH,MA (508)393-2607 AUBURN,ME (207)786-4249 FAX(603)668-8641 FAX(508)393-8490 FAX(207)777-1822 PROJECT NO: C 20474 .01 REPORT NO: 75 OF CONCRETE CYLINDER TESTS. SPECIMEN AGE: 28 DAYS PROJECT: AEG/MIODICON MFG. FACILITY (North Andover , MA) GENERAL CONTRACTOR: NORTH ANDOVER MILLS REALTY SUB-CONTRACTOR: Kaplan Corporation CONCRETE SUPPLIER: Davidson Form Corrstr .. Co . Brox Industries LOCATION: SEE BELOW 1-7 Days-1 1-"14 Days-1 1-28 Days-1 (-28 Days--[ SAMPLE NO: 75 A 75 B 75 C 75 D FRACTURE DESIGN STRENGTH (psi) 4000 3/4 4000 3/4 4000 3/4 4000 3/4TYPE (NORMAL/LIGHTWGT CONCRETE) N N N N MIX WEIGHTS-PER CUBIC YARD CEMENT (Ibs) FINE AGGREGATES (lbs) COARSE AGGREGATES (Ibs) WATER (gals) _ s ADMIXTURES (ounces) _ "� 1 W/C RATIO (gals/sack) - WET DENSITY (Ibs/cu-ft.) ( C--138) _ _ SLUMP (inches) (C-143) 2.5 2.5 2.5 2.5 ; AIR CONTENT (percent) (C_23 CONCRETE TEMPERATURE (deg's 84 84 84 2 84 AIR TEMPERATURE (deg's F) 93 84 93 TRUCK NUMBER 22 22 22 22 93 TICKET NUMBER CONDITION OF SPECIMEN 31772 31772 31772 31772 r SIZE OF SPECIMEN (inches) GOOD GOOD GOOD GOOD 6 X 12 � � 12 � X 12 � X 12 3 AREA OF SPECIMEN (sq. in.)SPECIMEN WEIGHT (Ibs.) 28.27 28.27 28.27 28.27 27.7 27.8 27.75 27.8 TYPE OF FRACTURE TOTAL LOAD (Ibs) 3 3 3 3 ` UNIT LOAD (psi) 119500 133000 142000 144000 4 (C-39) 4230 4700 5020 5090 74 DATE CAST: 8/4/93 8/4/g3a DATE IN LAB: 8/4/93 8/4f93 DATE TESTED: 8/5l93 8fS/93 8,�b/93 8/5/9:3 COPIES TO: 8/11/93 8/18/93 9/1/93 9/1/93 5 TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS REMARKS: Reviewed by : HC Tested by : TY/TY/KS Prepared by : Thomas Young G3F0TF-C;HNIC;AL /SOIL BORINGS /ENVIRONMENTAL /CONCRETE/STEEL/ROOFING/ASPHALT INSPECTION . . ......................................... MILLER ENGINEERING & TESTING, INC. MANCHESTER,NH 603-668-6016 NORTHBOROUGH,MA 617-393-2607 WATERBURY,VT $02-244-5111 AUBURN,ME 207-786-4249 CONCRETE FIELD PLACEMENT REPORT REPORT NO.: 76 A-D PROJECT NO.: C 20474.01 PROJECT: AEG/MODICCrN MFG . FACILITY (North Andover , MA) CLIENT: NORTH ANDOVER MILLS REALTY GENERAL CONTRACTOR: Kaplan Corporation SUB-CONTRACTOR:CONCRETE SUPPLIER: Brox Industries PLACEMENT !NFORMATION DATE: 9/9/93 WEATHER: Cloudy , 65-70 0 CLASS OF CONCRETE (PSI): 4000 3/4 CUBIC YARDS PLACED: 25 METHOD OF PLACEMENT: Chute TEST CYLINDERS: 76 A-D SET LOCATION: SEE BELOW ADMIXTURE(OUNCES): - TIME OF TEST: 10 '45 SLUMP (INCHES); 3 CONCRETE TEMP. (DEGREES F.): 70 AIR TEMP. (DEGREES F.): 71 TRUCK NO.: 147 TICKET NO.: 32414 AIR CONTENT%: WET DENSITY(LBS/CU. FT.): - TEST CYLINDERS: SET LOCATION: ADMIXTURE(OUNCES): TIME OF TEST: SLUMP (INCHES); CONCRETE TEMP. (DEGREES F.): AIR TEMP. (DEGREES F.): TRUCK NO.: TICKET NO.: AIR CONTENT%: WET DENSITY(LBS/CU. FT.): TEST CYLINDERS: SET LOCATION: ADMIXTURE(OUNCES): TIME OF TEST: SLUMP (INCHES); CONCRETE TEMP. (DEGREES F.): AIR TEMP. (DEGREES F.). TRUCK NO.: TICKET NO.: AIR CONTENT%: WET DENSITY(LBS/CU. FT.). LOCATION OF CONCRETE PLACED THIS DATE: SET LOCATION: Section of driveway , 30-feet to 40--feet . TOTAL PLACEMENT: Driveway , 30-feet to 40-feet . Prepared by : Jeffrey Hazelwood, Jr . S MILLER ENGINEERING a TESTING, INC. MANCHESTER.N.H. (603)66$-6016 NORTHSOROUGH.MA (508)393-2607 AUBURN.ME (207i 786-4249 FAX(603)668-$641 FAX(508)393-E490 FAX(2O7)777-1822 PROJECT NO: C 20474 . 01 REPORT NO: 76 OF CONCRETE CYLINDER TESTS, SPECIMEN AGE: 34 DAYS PROJECT: AEG/MQDICON MFG. FACILITY (North Andover , MA) CLIENT: NORTH ANDOVER MILLS REALTY GENERAL CONTRACTOR: Kaplan Corporation SUS-CONTRACTOR: _ CONCRETE SUPPLIER: Srox Industries LOCATION: Section of driveway , 'a0-feet to 40-feet 1-7 Days-1 E-14 Days---{ SAMPLE NO: 76 A 76 E' FRACTURE DESIGN STRENGTH (psi) 4000 3/4 4000 3/4 TYPE (NORMAL/LIGHTWGT CONCRETE) N N MIX WEIGHTS-PER CUBIC YARD CEMENT (Ibs) FINE AGGREGATES (Ibs) , COARSE AGGREGATES (Ibs) 7 WATER (gals) ADMIXTURES (ounces) W/C RATIO (gals/sack) WET DENSITY SLUMP (inches) (C-143) 3 3 AIR CONTENT (percent) CONCRETE TEMPERATUR4 F_g s'� 70 70 2 AIR TEMPERATURE (deg's F) 71 71 TRUCK NUMBER 147 147 r TICKET NUMBER 32414 32414 CONDITION OF SPECIMEN GOOD GOOD 3 SIZE OF SPECIMEN (inches) 6 X 12 6 X 12 AREA OF SPECIMEN (sq. in.) 28.27 28.27 SPECIMEN WEIGHT (Ibs.) 2S.4 28.3 •;.; TYPE OF FRACTURE S 3 + TOTAL LOAD (Ibs) 819000 94000 UNIT LOAD (psi) ( C--39) 23310 3330 4 L' DATE CAST: 9/9/93 9/9/93 �} DATE IN LAB: 9/1.0/9 3 9/10/93 DATE TESTED: 9/16/93 9/23/93 5 COPIES TO- TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS REMARKS: Reviewed by : HC Tested by : DL/TY Prepared by : J. Hazelwoc,d,, Jr . GEOTECHMCAL/SOIL SOAINGS/ENvIRONMFNTAI, /G()NCRF7-E/STEEL/ROOFING/ASPkALT WAS FCTION ............. .. .. ..... ......... ....... ........ . MILLER ENGINEERING & TESTING, INC. MANCHESTER,N.H. (603)668-6016 NORTHBOROUGH,MA (508)393-2607 AUBURN,ME (297)786-4248 FAX(603)668-8641 FAX($08)393-6490 FAX(207)777-1622 PROJECT NO: C 20474• 01. REPORT NO: 78 OF CONCRETE CYLINDER TESTS. SPECIMEN AGE: 7 DAYS PROJECT: AEG/MoDICQN MFG. FACILITY (North Andover , CIA) CLIENT: NORTH ANDOYER MILLS REALTY GENERAL CONTRACTOR: Kaplan Corporation SUB-CONTRACTOR: - CONCRETE SUPPLIER: Er ox Industries LOCATION: Stair #14 I—7 Days-1 SAMPLE NO. 78 A DESIGN STRENGTH (psi) 4000 3/4 FRACTUF (NORMAL/LIGHTWGT CONCRETE) N TYPE MIX WEIGHTS—PER CUBIC YARD CEMENT (Ibs) FINE AGGREGATES (Ibs) COARSE AGGREGATES (Ibs) ' WATER (gals) - s ADMIXTURES (ounces) - W/C RATIO (gals/sack) WET DENSITY (Ibs/cu.ft.)( C-138) - �6 SLUMP (inches) (C-143) 3.5 AIR CONTENT (percent) (C-2313 - CONCRETE TEMPERATURE (deg's F) 72 AIR TEMPERATURE (deg's F) 6S TRUCK NUMBER 52 ., TICKET NUMBER 32525 CONDITION OF SPECIMEN GOOD '1 SIZE OF SPECIMEN (inches) & X 12 AREA OF SPECIMEN (sq. in.) 2e.27 SPECIMEN WEIGHT (Ibs.) 28.1 � TYPE OF FRACTURE 3 TOTAL LOAD (Ibs) 78000 *� UNIT LOAD (psi) (C--39) 2760 4 DATE CAST. 9/15/93 DATE IN LAB: 9/16/93 DATE TESTED: 9/22/93 COPIES TO: 5 TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS REMARKS: Reviewed by : HC Tested by : KS Prepared by : George R. Greene GEOTeCF+NICAL!SOlr,80A1tJ4--5/ENVIRONMFNTAI./CONCRETE/STFEC./ROOPING/A.t0Lj&i T lNCoi:CTV�t� ........ ................................... . . _ _ FIELD SUMMARY DATE _ 09/10/93 REPORT NO. 339 FILE NO. 12832.3 PROJECT AEG Modicon Facility LOCATION North Andover Massachusetts CLIENT North Andover Mills Real CONTRACTOR Kaplan/Mabardv WEATHER CONDITIONS Fair 80s ATTACHMENTS Field Density Test Summary and Field Sketches 1. At the request of Mr, Daniel Schevis of North Andover Mills Realty c/o Brickstone Properties, Inc. (Brickstone), GZA GeoEnvironmental, Inc. (GZA) continued to provide construction monitoring services on a part-time basis. This report summarizes our observations for September 10, 1993 (refer to the attached Field Sketches for location of activities). 2. Work Performed and Observations Made: Cour and Roadway Subcrade Pre aration a. Upon arrival to the site, the undersigned observed that the Contractor had continued to fine grade and compact the pavement base course Gravel Fill within the courtyard area, shown as Area A on the attached Field Sketch A_ A 12-inch-thick lift of off-site Gravel Fill (fine to coarse SAND, some Gravel, trace Silt) had been previously placed to approximately elevation 82 feet within the proposed courtyard roadway. The pavement base course material had been compacted prior to the arrival of the undersigned on site. The surface of the base course material appeared dense and stable. In addition, the Contractor had placed steel reinforcement (rebar) in three areas along the proposed courtyard roadway. Also, the Contractor had completed the construction of two concrete slabs as part of the courtyard roadway (refer to the attached Field Sketch B for location of rebar and concrete). Six field density tests (Nos. 316 through 321) were performed within the proposed courtyard roadway area (refer to Field Sketch B for approximate location of field density tests). Test results indicated the degree of compaction achieved was in accordance with Project Specifications. The undersigned informed Mr. Al Beiter, project superintendent for Kaplan Corporation, of the test results. ........................ ... MILLER ENGINEERING & TESTING, INC. MANCHESTER.N.H. (603)668-60t6 NORTHSOROUGH,MA (508)393.2607 (20 AUBURN, ` 7);86 d2dg FAX(603)868-864i FAX(508)393-8490 FAX M2 (7-#7&6 PROJECT NO: C 20474.01 REPORT NO: 79 OF CONCRETE CYLINDER TESTS. SPECIMEN AGE: 7 DAYS PROJECT: AEG/MODiCON MFG. FACILITY (North Ando►,er , MA) CLIENT: NORTH ANDOVER MILLS REALTY GENERAL CONTRACTOR: Kaplan Corporation SUB-CONTRACTOR: - CONCRETE SUPPLIER: Sr ax Industries LOCATION: Driveway slab aver pipe-1 1-7 Days-1 SAMPLE NO; 79 A DESIGN STRENGTH (psi) Sp Qp 3/4 FRACT!. (NORMAL/LIGHTWGT CONCRETE) N TYPE MIX WEIGHTS—PER CUBIC YARD CEMENT (Ibs) FINE AGGREGATES (Ibs) COARSE AGGREGATES (Ibs) WATER (gals) _ ADMIXTURES (ounces) _ W/C RATIO (gals/sack) WET DENSITY (fbs/cu.ft.)( C_j 38) _ SLUMP (inches) (C-143) 4.25 AIR CONTENT (percent) (C-231) _ CONCRETE TEMPERATURE (deg's F) 70 AIR TEMPERATURE (deg's F) 59 TRUCK NUMBER 42 TICKET NUMBER 33617 CONDITION OF SPECIMEN GOOD SIZE OF SPECIMEN (inches) E X 12 AREA OF SPECIMEN (sq. in.) 28.27 SPECIMEN WEIGHT (lbs.) 29 .0 TYPE OF FRACTURE 5 •,s TOTAL LOAD (Ibs) $6000 ,. UNIT LOAD (psi) (C-39) 3040 DATE CAST: 9/2�/93 DATE IN LAB: 9/23/9?DATE TESTED: 9/2S/93 COPIES TO: TESTS, PERFORMED IN ACCORDANCE WITH ASTM STANDARDSREMARKS: Reviewed by: HC Tested by ;• TY Prepared by : David Larkin GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/CONCRETE/STEEL/ROOFING/ASPHALT INSPECTION Town of 120 Main Street, 01845 BUILDING NORTH ANDOVER HEA �H . . CONSERVATION g DIVISION OF PLA_N"T.Q�ING PLANNING & COMMUNITY DEVELOPMENT Memorandum To: Planning Board From: Kathleen Bradley, Town Planner ;p Date: August 31, 1993 Re: MODICON Site Plan Review Update 'w, Bob Nicetta, Building Inspector and I reviewed the MODICON site this afternoon. The majority of the items on the list presented at the last Planning Board meeting have been taken care of. 1. Access to the Sutton Pond Condominium Complex has been delineated with yellow striping. It is unclear which of the two easements was delineated. No physical barrier has been constructed along this delineation. 2 . All of the non-DEP dirt piles have been removed. The construction debris has been moved out of the parking area. 3 . The additional testing was completed on the DEP dirt piles. According to the on-site manager at MODICON the piles should start to be removed by the end of next week. 4 . The piles of concrete have been removed. 5. The screening equipment has been removed. 6. There is an orange snow fence around the dirt piles. This fence must continue to be maintained. 7 . The dirt piles have been covered with plastic. The plastic must continue to be maintained as it is a light weight plastic and is easily blown off. 8. An orange snow fence has been erected around the detention basin. This fence must be maintained. 9 . The parking lot appeared to be swept. It must continue to be swept on a regular basis. 10. The landscaped area between the buildings has been cleaned up and appears to be ready for planting. 11. The fence along the construction area between the buildings going into the cafeteria has been fixed. cc. K. Nelson B. Nicetta ... .... ......... ......... ....... KAREN H.P.NELSON Town Of 120 Main Street, 01845 Dimtor BUILDRI G NORTH ANDOVER (508) 682-6483 CONSERVATION m`"°" °` DIVISION OF HEALTH PLANNING & COMMUNITY DEVELOPMENT September 17 , 1993 (VIA FAX & RETURN RECEIPT) Mr. Martin Spagat North Andover Mills Realty c/o Brickstone Properties, Inc. 300 Brickstone Square Andover, MA 01810 Reference: MODICON - Site Plan Review Dear Mr. Spagat: At its September 15th meeting, the North Andover Planning Board voted to issue a Stop Work Order for all work except dirt pile removal, at the Modicon construction site. The Stop Work Order will become effective at 8:00 o'clock, a.m. on September 22, 1993. No further extensions will be granted. Since the Planning Board's schedule has not been established beyond the September 21st meeting date, it may be a significant time period before the Planning Board could meet to subsequently address the Stop Work Order release. The Planning Board effectively granted an extension from its letter of August 18, 1993 by pushing its next meeting to September 15th and allowing a further extension until its September 21st meeting. The North Andover Planning Board will, upon your failure to display recorded and signed documents pertaining to Sutton Pond's access issues and completion or significant progress (as determined by the Planning Board) on all other site plan approval issues, as noted in our previous correspondence of August 17th and September 15, 1993 , allow the Stop Work Order to be enforced. I strongly encourage you to meet all completion criteria prior to the September 21st meeting. If compliance has been established, the Planning Board could vote at its September 21st meeting to rescind its Stop Work Order. It is expected by the Planning Board that the construction and clear delineation of the easement (R-O-W) will be completed within 90 days from the signing of the "Agreement" between all appropriate parties. ... ...... . ............................................................. .............._.... Page 2: Modicon - Site Plan Review If resolution of all outstanding issues has not occurred by its September 21st meeting, The North Andover Planning Board may vote to pull the North Andover Mills Realty Special Permit and to reopen the public hearing in order to impose further conditions to, in its own judgement, resolve Site Plan Approval Violations and issues. Sincerely, �I �t Richard A. Nardella 9E Chairman RN/je cc: Kopelman & Paige James P. Gordon, Town Manager Martha Larson, Board of Selectmen .. .. ......... ..... .............................. ................. . 09/16/93 15-27 V617 969 0168 GZA _ .._.._ Q 002/003 GZA GeoFnvironniental,Inc. September ld, 1993 File No. 12832.5-C,PC Mr. Daniel Schevis North Andover Mills Realty Gzx c/o Brickstone Properties, Inc. 300 Brickstone Square Andover, Massachusetts 01810 Re: Soil Stockpile Removal Status AEG/Modicon Site North Andover, Massachusetts 3�t,Nccaham tirncr NcwtonUppi-F; ?, Niassaduuctii 112,16.1 Dear Dan. 6 17.969-W 5II 1'" I'r6;-774" Confirming our recent telephone conversation,this letter documents our understanding of the status of removal of various stockpiles from the AEG/Modicon site. Stockpile Amd X American Reclamation Corporation (AMREC) is currently removing this material to their Charlton,' Massachusetts facility under a Bill of Lading (BOL) issued on September 1, 1993 by the Massachusetts Department of Environmental Protection (DEP). AMREC is awaiting approval from DEP to increase the tonnage limit for the BOL (their original estimate was too low) in order to finish removing the material. AMREC anticipates one to two days for this approval and an additional three days to remove the remainder of stockpiles A and X. A SU11SiJLLrY u ;ZA Aggregate Recycling Corporation (ARC) is preparing a permit application for k;C ""'-"1'r17""•`1 submittal to the Maine DEP, to remove Stockpile B to their facility in Maine. ARC T&hjxP1ul;iL-::,Ink, anticipates the permit will be submitted early next week once the supplementary laboratory testing is complete. ARC estimates the Maine DEP will require about three weeks to approve the application and that about one week will be required to move the pile off site. S Qcjw2e C The concrete rubble which makes up Stockpile C will be removed to an approved solid waste facility after Stockpile A is removed. CJ. Mabardy estimates that two to three days will be required to move the material off site. CopyrightV 1993 GZA GeoEnvirontnenta.l, Inc. An lapml(>pp,,rinniry limpl,iy.r NUI7vl11 . . ....................................................... ..... 09/16/93 15:28 V617 969 0168 GZA Q 003/003 North Andover Mills Realty September 16, 1993 File No. 128325 Page 2 We trust that this letter meets your needs. If you have any questions, please do not hesitate to call. Very truly yours, Cfz% GZA GEOEN ONMENTAI, INC. or e Petersen Assistant Proje�nagex .' ��L A�z es V. Errico Associate Principal GWP/JVE,dac cc: Burt Lipman - Brickstone Properties, Inc. Jack Baker - U.S. Managers Realty Randy Meuse - GZA DAC\JVE\IZ 'S.M _,• •�,.�.°� +. .. V W ' 11?lAoCtrI V.11-Lll0rr F-L v1viir:n7llini )R SIAVO �, �-'� �� n a n a •1 •t t t� ' • _1 _ TIJ OtiIkt V.l D Ld tan:•r oni v 6I V 1J ZCa a I• 61 YU i zlf Td za 1� (1 �b +• .� 99 v� asp ssd i 9C! �VZ n5a V41 1. ,y - 'IId f t� � tl .t •r .t r I; —f1-l:ila :1it1)V'l.l•'PIVSLl.Ifl; .• � I ' ........................................... . . _ ............ ................_......_.......................................... File No. 12832.3 Report No. 39 Page No. 2 3. Equipment Working: None C1zx 4. Time Summary a. Arrived on site at 0404 hours. b. Left site at 0515 hours. DISTRIBUTION: Mr. Daniel Schevi.s - Brickstone Properties, Inc. ON-JOB TIME 1.1 John E. Regan- TRAVEL TIME Oj6 PREPARED BY/ OFFICE TIME 0.5 TOTAL TIME 2.2 RFs EWED BY JER:mem 1 1......:.:..:....... .P4No':..... ::'.:'.'.'::::::::':I :.......................... - ...... ................ MOPERIY UNE / OGtM)S[[ED Dur[ExNC j4� 1 �/.'. .':..'.',:.t=•::.:• DWOUSHEO DUILDIM; 117 PAYED NG i_ PARKI - AREA .' _ _ l I PROPOSED ACCESS ROAD \ / PMxINO IL..JJ AREA / PROPOSED BUILDING F.F. EL. 79,5 uo mx nN6 BUILDING 136 �. PwYEO Exlsnree PArrxlNc WILDING AREA /f< HIGH STRFET FIELD SKETCH A AEG/MODICON GZA NOT TO SCALE NORTH ANDOVER, MASSACHUSETTS GeaEoviron[nauLaE, Inc. FILE NO. 12832.3 DATE `� //a/?1 REPORT NO.— ................................................ Page 1 of 1 FIELD DENSITY TEST SUMMARY DATE 09 10 93 REPORT NO. 39 FILE NO. 12832.3 PROJECT AEG Modicon LOCATION North Andover Massachusetts CLIENT North Andover Mills Realtv CONTRACTOR Kaman,/C.J. Mabardv WEATHER CONDITIONS Fair, 80s "'— Field Density tests performed using a Troxler Surface Moisture - Density Gauge, Model 3411. FD Approx. Max.Dry Optimum In-Place Moisture Compaction Remarks/ Test Elev. Den. Corr. for Moisture Dry Den. Content (%) Location No. (ft.) +3/4"Stone Content (pcf) (o70) (ic0 (�o) 316 83 127.5 10 122.1 8.2 95.7 1,2. 317 83 127.5 10 123.6 7.4 96.9 1,2. 318 81 127.5 10 125.3 9.2 98.2 1,2. 319 82 127.5 10 123.1 5.9 96.5 1,2. 320 82 127.5 10 122.2 6.0 95.8 1,2. 321 83 127.5 10 122.2 6.2 95.8 1,2. Remarks: 1. See Field Sketch for appro)omate location of field density test. 2. Test results in accordance with Project Specifications. John E. Re an PREPARED BY DCSAO(JSHCD BUILDING f 1 7 / PROPOSED ACCESS RC J) PAV't_D P m \ ARKING ' U ARCA G � PROPOSED BUILDING F.F. EL. 79.5 (�U Z Z{� h O� D� �m� 44 � 15-f1NG BUILDING /36 PAYED EXISTING PAPK1NG BUILDING AREA 4! 114 9? �I HIGH STREET FIELD SKETCH 43 AEG/r�aDiCON GA GZA NOT TO SCALE NORTFt .ANDOVER, MASSACHUSEFI'` CeaEnviranmenl.al, Inc. FILE NO. 1283?.3 DATE 9 //0/9 3 REPORT NO. _ _._ .. ....... ... .................................................................. FIELD SUMMARY DATE 09 O8/93 _ _ REPORT NO. 1 FILE NO. 12832.5 PROJECT AEG Modicon Facility LOCATION North Andover Massachusetts CLIENT North Andover Mills Realtv CONTRACTOR AMREC WEATHER CONDITIONS Fair, 80s ATTACHMENTS Field Sketches 1. At the request of Mr. Daniel Schevis of North Andover Mills Realty c/o Brickstone Properties, Inc. (Brickstone), GZA GeoEnvironmental, Inc. (GZA) visited to the site to observe the removal of soil from Stockpile A. This report summarized our observations for September 8, 1993. Refer to the attached Field Sketches for location of activities. 2. Work Performed and Observations Made: Removal of Stockpile A a. Upon arrival to the site, the undersigned met with Mr. George Petersen, Assistant Project Manager for GZA, and with representatives of American Reclamation (AMREC). The AMREC representative stated the removal of Stockpile A material (consisting of granular soil and miscellaneous fill) would begin on this date. Results of previous screening tests of the representation soil samples from the stockpile detected elevated levels of a virgin petroleum fuel oil product. The soil was being removed from the site under a Bill of Lading, dated September 1, 1993, issued by the Massachusetts Department of Environmental Protection (DEP). In general, the stockpiles are located in the northern paved parking area. Refer to the attached Field Sketches for approximate location of the stockpiles. In addition, Mr. Petersen and the undersigned delineated the approximate limits of cells 22 and 26 within Stockpile A. The material within the two cells was scheduled to be transferred to Stockpile B. Refer to the attached Field Sketch 2 for approximate locations. Transfer of Cells 22 and 26 a. The Contractor began transferring cells 22 and 26 from Stockpile A to Stockpile B. Approximately 165 cubic yards of material was transferred .......... ......... ............. .... .... ........ ....... .. File No. 12832.5 Report No. 1 Page No. 2 from Stockpile A to Stockpile B. The undersigned estimated the excavated volume of each cell as follows: 95 cubic yards from cell 22, and 70 cubic yards from cell 26. The undersigned observed the transfer of material. b. The undersigned expressed concern regarding the protection (recovering) of the stockpiles from the possibility of rain and overnight exposure. The undersigned spoke with the representative of AMREC and Mr. Al Beiter, project superintendent for Kaplan Corporation, Inc. (Kaplan). Mr. Beiter stated Kaplan would provide the material (plastic sheeting) and labor to cover and protect the stockpiles. 3. Equipment Working: a. 1 - CAT 966 Front-End Loader b. 10 - 18-Wheel Trailer Dump Trucks 4. Time Summary: a. Arrival on site at 0700 hours. b. Left site at 1125 hours. DISTRIBUTION: Mr. Daniel Schevis - Brickstone Properties, Inc. ON JOB TIME 4.4 John E. Re an TRAVEL TIME 1.0 PREPARED OFFICE TIME 0.5 - TOTAL TIME 5.9 � LJ VIEWED BY JER:baa J i ::':'::::::::::':::':':':':': :.......... STL1GaC PI LES A !:':::: ::: :::::: ........P PROPUM / oENOcfS7tE0 BUtD{!M f8 / r1':::::::::::.:;•.�--~"�� /' PAVED { 1 PROPQSEA ACCESSPAAKiNG PROPOSED DUELOING r` E.F. EL. 79,5 n �'� E]05sx+c 6F11LDtxc /1s r PAVED DP5fl1lG PAfl AREA BVILO4tC '. f1� HIGH STREET FIELD SKETCH I AEG/MODiCON GZA NOT TO SCALE NORTH ANDOVER, MASSACHUSETTS GeAnviuronruenW. Lnc. FILE NO. 12832.S DATE 9/497-; REPORT NO.—--_L—. .......... ..................... 4 ........................................ . ......... .... ..... HILL Potio ................ .. ................ r. ............ PROPERTY ...... UNE (TYPICAL) . ......... DEMOLISHED BUILDING 117 9 PAVED PARKING AREA y I eV I VA& PAVED PARKING AREA FIELD SKETCH AEG/MODICON CA GZA NOT TO SCALE NORTH ANOOVER, MASSACHUSUTS AWN I CeoEnvironmentaj, Inc. FILE NO. 12832.1 DATE 9 /8/}� REPORT NO'--- . . . . . .. . . . ... ... ...... ......... ......... f 11-e mcc': �c'G'r'x Brickstone Properties,Inc. 433 N.Camden Drive 300 Brickstone Square Suite 960 3 Andover,MA 0I810 Beverly Hills,CA 90210 Tel.508 749 3000 Tel.310 550 1360 Fax 508 749 3009 Fax 310 550 0160 September 16, 1993 (VIA FAX & REGULAR MAIL) Mr. Richard Nardella Planning Board Chairman North Andover Town Offices 120 Main Street North Andover, Massachusetts 01845 Re: North Andover Mills, North Andover, Massachusetts AEG/Modicon Manufacturing Facility Schedule for Removal of Contaminated Soils and Concrete Debris Dear Mr. Nardella, As requested by yourself during the North Andover Planning Board meeting of Wednesday, September 15, 1993, this letter is to serve as an updated schedule regarding the removal of the contaminated soils and concrete debris from the North Andover Mills site. I have enclosed a photocopy of a reduced scale site plan of North Andover Mills, which shows the locations of this material on site, and identifies these stockpiles as Pile A, Pile A' , Pile B and Pile C. In addition, I have enclosed a photocopy of a September 16, 1993 letter from GZA GeoEnvironmental, Inc. to North Andover Mills Realty, which summarizes the anticipated schedule for the removal of the various piles of material that is stockpiled on site, and which I summarize as follows. Pile A and A'. , is currently under contract with American Reclamation Corporation. (AIwIREC) to be removed from site and recycled at their Charlton, Massachusetts facility. The original estimate for Pile A was 2, 900 cubic yards, which equates to 4,300 tons of material, on which AMREC' s submission to DEP was based and on which DEP' s approved 'bill of lading' was also based. At this time, it appears that 4', 300 tons of material from Pile A has been removed from site, but that 1, 500 tons of material from Pile A still remains, and because of this 26%± overage, it is necessary to receive approval from DEP for this increased tonnage. As stated in GZA' s letter of September 16, 1993, it is believed that this additional DEP approval will require 1 to 2 days and that AMREC will require 2 to 3 days after this approval to remove all of Pile A and A' from the site, which would result in Pile A and A' being 'off-site' by the end of the workday on Thursday, September 23, 1993. September 16, 1993 Mr. Richard Nardella Re: Removal of Stockpiled Material from North Andover Mills Pile B, is in the process of being submitted to the State of Maine DEP by Aggregate Recycling Corporation (ARC) , which should be completed by September 20 or 21, 1993. The Maine DEP will require approximately three (3) weeks to approve ARC' s submittal/application and ARC will require approximately one (1) week to remove Pile B from the site after they have received approval from the Maine DEP, which would result in the total removal of Pile B, sometime during the week of October 18, 1993. Pile C, contains normal concrete construction debris, which may be disposed of as such, but for the fact that this Pile C is currently ' land-locked' by Pile A and Pile B. Once the removal of Pile A is completed by AMREC, Pile C could be removed from site by the General Contractor' s Site-work subcontractor within 2 or 3 days, which would place the removal of Pile C on or about September 28, 1993. Very truly yours, Daniel P. Schevis, Jr. Brickstone Properties, Inc. for North Andover Mills Realty enclosures cc: M. Spagat J. Baker B. Lipman File ............................ ......... ........................................ �Qj�GLLG�� Burt Hill Kosar RitteIrnann Associates ^L r1 300 Sixth Avenue Pittsburgh, PA 15222 J 412-394-7000 Letter of Transmittal FAX: 412-394-7880 To: Ma. V. iC0eeraT NIC61T,4 Date: F?(ALD[NG IN5PEcir4z Tc ( / wN oP NmTfi ANnwerz lie: A EG f Mor)jcm VW Wjw fir. MmuFAcT=w4(5 FActurrY NcvTlf At lvoverz, MA Nazm Aocoverz, W We are sending by way of X Enclosed Prints _Correspondence —Specifications — Under separate cover _Reproducibles _.. Bid Documents —Other: Copies Drawing No. Date Description PrzoJ eoT Fi ELD rZ5PorzT" 34 Tom- 1su�Ts eZA- 4--ieu7 SUM mAw t 3c Remarks: FM Ybvrz Ux-:e, AS? OEQU&OTt�:P Transmitted by: cc: UwA3M1LEY, I�,Rlcrt�T L'�IC4""Oht, YAP A14 6�Gr FMMW0N1 � 1z•A• JC414 14-MMif3TLSf,'Y, 10Ic�. NH 121CHAtz17 KA1 INI-Y Zc�EG Awl- ITF�T J'�era, eg�c s�Na Y- MINSKd 9 As' T ftl t-1PM.4Nr�RIcK Na F rM HOMLAP PAN $ACHE' K, 131ZICrSroNt! .IONN. gout? J IM LANZA, RN2)cY-s N e - J 1m PLATr 151t.t. Mc64IEe t}FLeNz At[AK NG5.1 r~ta t rl6, emp, . ............. .. ... . MILLER ENGINEERING & TESTING, INC. IUANCHESTER,N.H. (B03}668 SOt6 NORTHBOROUGH.MA (508)39$-2607 FAX(603j 668-8641 AUBURN,ME {207};86-a2ag (20 FAX(508)393.8490 FAX 2p7)777.Ig22 PROJECT NO: C 2-0474.01 REPORT NO: 77 OF CONCRETE CYLINDER TESTS. SPECIMEN AGE: 14 DAYS PROJECT: AEG/MODIC014 MFG. FACILITY (North Andovor , CLIENT: NORTH ANDOVER MILLS REALTY MA) GENERAL CONTRACTOR: Kaplan Corporation SUB-CONTRACTOR: Lonsdale Concrete CONCRETE SUPPLIER: Br ox Industries. LOCATION: Driveway entrance, east end }_'' Days-( 1-14 Days-1 SAMPLE NO. 77 A 77 B DESIGN STRENGTH (psi) 4000 3/4 4000 3/4 FRACTL (NORMAL/LIGHTWGT CONCRETE) N )`J TYPE MIX WEIGHTS-pER CUBIC YARD CEMENT (lbs) FINE AGGREGATES (Ibs) COARSE AGGREGATES (tbs) WATER (gals) ADMIXTURES (ounces) W/C RATIO (gals/sack) WET DENSITY (Ibs/cu.ft.)(C-138) SLUMP (Inches) (C-143) 4 4 < AIR CONTENT (percent) (C-E31) - CONCRETE TEMPERATURE (deg's F) 76 76 AIR TEMPERATURE (deg's F) 79 79 TRUCK NUMBER 112 112 TICKET NUMBER 32501 CONDITION OF SPECIMEN GQOD GOOD D SIZE OF SPECIMEN (inches) 6 Y. 12 6 x 12 AREA OF SPECIMEN (sq. in.) 28.27 827 SPECIMEN WEIGHT (Ibs.) 213.25 27.7 TYPE OF FRACTURE TOTAL LOAD (Ibs) 8 '4 4 84000 3$1300 f' UNIT LOAD (psi) (Cw-39) 2970 3470 4 DATE CAST: 9/14/93 9/14/93 > DATE IN LAB: 9f1S.�93 DATE TESTED: 9/15/93 9/21/9= 9/2S/93 COPIES TO: 5 TESTS PERFORMED IN ACCORDANCE WITH ASTM STANDARDS REMARKS: Reviewed by r NC Tsrsted by : TY/DL PTePared by : Keith Schwotzer OEOTECHNIGAL/SaL BORINGS/ENVIRONMENTAL/CONCRETE/STEEL/AOOFING/ASAHALT INSpEC�pnf s OINOaTH H .. S KAREN H.P.NELSON Director -6483 120 Main Street, 01845 �� � of BUILDING e: '•$ NORTH ANDOVER (508) 682 CONSERVATION 5` DIVISIOY of HEALTH PLANNING PLANNING & COMMUNITY DEVELOPMENT September 1, 1993 Mr. Martin Spagat North Andover Mills Realty 300 Brickstone Square Andover, MA 01810 Re: MODICON Site Plan Review Update Dear Mr. Spagat, Thank you for attending the Planning Board meeting last night to discuss the progress of North Andover Mills Realty on the list of items needing attention on the construction site of the MODICON addition. At the Board's last meeting they voted to give you 10 days from the receipt of the letter to address these items. The Letter was delivered on August 23 , 1993 , giving you until September 2 , 1993 to comply. The Board has scheduled a special meeting on September 15, 1993 at 7 : 00 pm in the Planning Office to discuss your compliance with these concerns. At that meeting the Board would like to have final documents concerning the final agreed upon location of the access easement to Sutton Pond condominiums presented. If an easement has not been agreed upon by that date, the Board may move forward in requiring the delineation of the existing easement with a physical barrier of some sort. As expressed previously the Board is concerned with the public safety issues of sending residential traffic through an active construction site without clear access. The other items on the list have been satisfactorily addressed however the plastic covering on the piles must be continually monitored and replaced. The orange snow fence around the dirt piles must also be monitored. The parking lot must be kept clear of debris and swept on a regular basis. Attached is a memorandum that I presented to the Planning Board last night outlining the actions you have taken in the past week. If you have any further questions please do not hesitate to call me at 682-6483 ext. 24 . Sincerely, Kathleen B. Bradley Town Planner CC. K. Nelson, Dir. PCD R. Nardella, Chair PB Planning Board Members B. Nicetta, Build. Ins. MODICON.SP2 KAREN H.P.NELSONS: `� Town Of 120 Main Street, 01845 Directorn (508) 682-6483 NORTH ANDOVER BUILDING •::,.:%��~ CONSERVATION gg�c"uge DIVISION OF PLANNING PLANNING & COMMUNITY DEVELOPMENT August 26, 1993 Mr. Martin Spagat North Andover Mills Realty 300 Brickstone Square Andover, MA 01810 Re: MODICON Site Plan Review Planning Board Meeting August 31, 1993 Dear Mr. Spagat, The Planning Board requests that you attend their August 31, 1993 meeting to discuss the issues that have been raised regarding the Site Plan Review approval for MODICON. The meeting will be held at the Senior Center behind Town Hall and will start at 7: 00 pm. Very truly yours, Kathleen 122'1e Town Planner CC. K. Nelson, Dir PCD R. Nardella Chair PB OnTM KAREN H.P. NELSON '° a TOWri Of 120 Main Street, 0 Director -r (508) 682 6483 NORTH ANDOVER BUILDING CONSERVATION `ems"°=`s DID ISION OF HEALTH PLANNING PLANNING & COMMUNITY DEVELOPMENT August 18 , 1993 Mr. Martin Spagat North Andover Mills Realty 300 Brickstone Square Andover, MA 01810 Re: MODICON Site Plan Review Dear Mr. Spagat, At its August 17, 1993 meeting, the North Andover Planning Board voted unanimously to accept the findings of the Town Staff pertaining to the conduct of work as approved in the North Andover Mills Realty Site Plan Review Approval dated January 2, 1992 and as modified on January 10, 1992 . Specifically the Planning Board is concerned that North Andover Mills Realty is in violation of its site plan review conditions. Numerous individual visits by the Planning Board members and Staff have raised concerns pertaining to site access and public safety issues. In addition to the Planning Board's vote to accept the findings of the Town Staff, the Planning Board further voted to give North Andover Mills Realty 10 days from receipt of this letter to fully and effectively comply with all requested compliance issues as attached per the August 17 , 1993 memo to the Planning Board from Kathleen Bradley, Town Planner. The Board is particularly concerned over the lack of a clearly delineated access to the Sutton Pond Condominium Complex. The Planning Board' s vote contained specific instructions as to the requirements to effectively resolve the access and delineation concerns. Curbing, jersey barriers or fencing must be used to clearly mark vehicular travel lanes on both sides of the access. The trucks, cars, and construction debris that block or impede access to a vehicular route create a grave public safety �zard to those persons entering and exiting the Sutton Pond _-,,dominium Complex. The Planning Board will require the delineation of the "proposed right of way" as shown on the plan entitled "Site Layout" , Sutton Pond Condominiums, North Andover, Massachusetts, . ................................. . .. dated Nov. 13 , 1992 , revised Nov. 30, 1992 , prepared by Henry Schadler Associates, P.C. , 5 Waterville Road, Farmington, CT 06032, and as represented to the Planning Board during the Sutton Pond and North Andover Mills site plan review process. If this is not possible, the Board will then require the delineation of the existing right-of-way as shown on the following plans: "Site Plan" AEG/MODICON Manufacturing Facility North Andover Mills Water & High Streets North Andover, MA 01845 Dated: 3/27/92 Sheet A1. 1 Prepared by: Burt Hill Kosar Rittleman Associates 400 Morgan Center Butler, PA 16001 "Proposed Site Plan and Utilities" AEG/MODICON Manufacturing Facility North Andover Mills Water & High Streets North Andover, MA 01845 Dated: July 15, 1992 , rev. 11/9/92 Sheet SP-6 Prepared by: Richard F_ Kaminski & Associates, Inc. 360 Merrimack Street Lawrence, MA 01843 "Landscape Plan" AEG/MODICON Manufacturing Facility North Andover Mills Water & High Streets North Andover, MA 01845 Dated: 7/15/92 rev. 9/21/92 Prepared by: Burt Hill Kosar Rittleman Associates 400 Morgan Center Butler, PA 16001 "Existing Conditions" Brickstone Properties North Andover, MA Dated Nov. 20, 1991 Sheet 1 of 4 Prepared by: Richard F. Kaminski & Associates, Inc. 360 Merrimack Street Lawrence, MA 01843 "Proposed Site Plan" Brickstone Properties North Andover, MA Dated Nov. 20, 1991 Sheet 2 of 4 Prepared by: . Richard F. Kaminski & Associates, Inc. ......... 360 Merrimack Street Lawrence, MA 01843 Further, the Planning Board will address the expected compliance at their next regularly scheduled meeting on August 31, at 7: 00 pm. If compliance has not been satisfied, the Planning Board will vote to reopen the public hearing and will consider issuing a stop work order or rescinding site plan approval. Please understand the Planning Board's concern regarding these issues and the patience displayed by the Planning Board. Your expected compliance should allow a smooth, continual construction effort. Please call Kathleen Bradley, Town Planner, if you require further clarification as to required actions. She can be reached at 682-6483 extension 24. Sincerely, 1� Chair, Planning Boa cc. J. Gordon, Town Manager K. Nelson, Dir. PCD B. Nicetta, Build. Insp. K. Bradley, Town Planner Return/Receipt P 273 799 090 NpRTM KA.REN H.P.NELSON �r��; Town Of 120 Main Street, 01845 Director NORTH ANDOVER (50$) 682-6483 BUILDING ;''•:::�r s •° CONSERVATION Q`"°"°'` DIVISION OF HEALTH PL--NNING PLANNING & COMMUNITY DEVELOPMENT Memorandum To: Planning Board From: Kathleen Bradley, Town Planner gt�-b Date: August 17, 1993 Re: MODICON Site Plan Review Update Karen Nelson, Director of Planning and Community Development, Bob Nicetta, Building Inspector, and myself reviewed the MODICON construction site today. We found the following items in need of attention: 1. Trucks, cars, construction debris in right of way to Sutton Pond site - access must be clearly delineated. 2 . Piles of dirt stored on site - all non-DEP piles must be removed, no approval ever given from any Town Department to store construction debris on site. 3 . Additional testing must be completed on DEP dirt piles so that they can be hauled away. 4 . Piles of concrete must be removed - no approval ever given from any Town Department to store concrete debris on site. 5. Screening of dirt piles occurring on site in violation of zoning. 6. No fence around dirt piles - fence needs to be installed and maintained around the dirt piles to keep children/residents/employees from them. 7 . Piles of dirt are all uncovered - need to be covered! S. No fence around the detention pond construction - dangerous to employees who might fall into pond. 9 . Parking lot must be swept on a regular basis - very dusty, cannot see white lines delineating spaces. 10. Construction debris in landscaped area between buildings- dumpster must be emptied. Site cleaned up in general. 11. Fence along construction in area between the buildings going into the cafeteria must be fixed and maintained to keep employees out of the construction site. CC. K. Nelson B. Nicetta ................................................. .................................................. KAREN H.P.NELSON Town Of 120 Main Street, 01845 a Direor NORTH ANDOVER (508) 682-6483 BUILDING • °m4CW fea4 CONSERVATION DIVISION OF PLANNING PLANNING & COMMUNITY DEVELOPMENT MemQrandun To: James P. Gordon, Town, manager Prom: Karen �!.Y.�i won, ::ACD Director Bate: August 27, 1992 Re: North Andover Mills My Office has been contacted by both Martin Spagat and Daniel Schevis of Brickstone Properties. Their tenants located within the dill Complex have requested that the Town of North Andover formally approve the following; 1. The Board of Selectmen formally vote that the portion of roadway located between Water Street and the intersection of High and Prescott Street, be designated as High Street. Currently the tenants locate} in the M:11 Property have been using High Street as their address. Althougn official records call that section of the roadway Elm Street, several Torn records and documents refer to that section of roadway as High Street. 2. The Division. of Public Works assigns the numbering system as shown on the attached ,clan, Provided by Srickstone Properties. I would encourage this action with the understanding that the only residents affected by this change are -s-e tenants of the North Andover kill, and the Csgood '!all properties, who have requested this change. The expense associated with these companies having to change their current address to reflect the actual address locations is quite substantial. Please feel free to contact me wltm any Ques.isns or Concerns. ............ .............. .............. P.I ._ Briwk wne ltrup�r[s�i..:ne. 43:�'.L:.uv eGn Uriv. Brlckwtone 3yu Hillx.LA`�n2t0 --z� �ndot-yteS:llyl ... -fcieriY f TeL 506 IYy 3000 7 fax r1.3f 3 550 1360 + r•"�,r:� 3 550QIW sx i.�Q •"3 F 506"shy k `3 TELECOPIER TRANSMITTAL COLTER SHEET DATE: 08/20/92 TIME: TELECOPIE:R NUY-BER: 1-508-682-2996 TELEPHONE NL1MBE-R: 1-508-682-648' DELIVER TO: Chris Huntress SENT SY: Dan Schevis ?CUMBER OF PAGES TO FOLLOW: One l SPECIAL IN5TRUCTT_ONS: Pursuant to our discussions vuith Marty Spa at and myself on this date the attached si e Galan of North."-.Andover Mills (Davis & Furber Mi11s shows t` e tenants r that are, or will be:,- occuAvina s ace at the site. The arauns of buildin s are outlined and are identified nat only by t tenants names, but also by the.:-location of their ain entry and the street address that the desire krr in n in Mndi&---- Mnd Telfmcflobe desire to keen their or' al ex ' addresses which is printed on their stockpil r P, , enve!b e S r etc. Iri addition FTP: Software Inc . esires Street address and t ev have i e all of their letterheads , ,,enve � intef iP the TWO Hi ah Street address ee i moving to North Andover from a 1992 . PLEASE TELEPHONE _ CULTY IN RECEIVING THIS TRANSMISSION- EXPERIENCE TIONS OR DIF I ASS` FOR: janet ........ ........ .... I I • I yr•, �S•�Cs ����� �..+' �. .. tl7A � 036 tA • s.� Q Lk � US5 pSE � 022 a tb s.yy r #7E CRC 2 944 � �k 2 �'`. • �1 II1,�. � i -134 = 0�lA #9 I 032 Ui � �1 14A TWO EVEL ` #3 E ?A MIND CA CM EA , 93A ^ ' M E L T. P U N t) Y 1 L ' pAVIS & FURBE R MILLS TEn LCVY , AIA , JW'11 5TA tf ARC111TEC7 - � � rlC3FtT'S nrtaUVr-R MA. /I4•t.ulrl.ee srnc:r,a.:. _ t ......... .... ..... ......... .... KAREN H.P.NELSON Town Of 120 Main street, 01845 Director ;`4 •- '; ®��� �� ER /� (508) 682-6483 BUILDING DlV'TSTON OF J'1A����� � 1 CONSERVATION PLANNING PLANNING & COND4UNITY DEVELOPMENT 0:S July 27, 1992 Mr. Daniel P. Schevis Brickstone Properties 200 Brickstone Square Andover, MA 01810 Re: Modicon, screening Bond Dear Mr. Schevis; As per our conversation on 7/24/92, I have established a bond amount for the screening as required by condition 10(E) of the Planning Boards decision issued on 1/2/92. A total of $ 11,000.00 - shall be posted in the form of a deposit of money. I have attached the appropriate paperwork to be completed by your office. As the Planning Board has bonded only the plant material used for the screen, and not the entire landscape plan, I have provided an itemized list of the bonded material below: Plant Material size Quanti Halka Honeylocust 3" Cal. 7 Canadian Hemlock 8-12' Ht. 18 Hargozam Crabapple 2" Cal. 8 Whitespire Birch 121 Ht. 4 London Plane Tree 3" Cal. S This list is derived from the Landscape Plan prepared by Environmental Planning and Design, 100 Rose Street, Pittsburgh, PA 15219, Dated 7/15/92. I hope this answers any questions you may have. Please feel free to contact my office any further concerns. Sincerely, Christian C.- Huntress Town Planner - O y KAREN H.P.NELSON `; TOWII Of 120 Main Street, 01845 DirectorNORTH ANDOVER (cos) 682-6483 BUILDING CONSERVATION DIVISION oCI�ML `T pG PLANNING & COMMUNITY DEVELOPMENT PERFORMANCE BOND DEPOSIT OF MONEY NORTH ANDOVER PLANNING BOARD September 15 19 92 North Andover, Massachusetts AGREEMENT is made this date between the Town of North Andover and North Andover Mills Realty hereinafter referred to as the "Applicant" of: with business or residence address: 433 N. Camden Dr. , Beverly Hills , Ca. for land located at: High_Street,�North Andover, Massachusetts . KNOW ALL MEN by these presents that the Applicant hereby binds and obligates himself, his or its executors, devisee, administrators, heirs, successors and assigns to the Town of North Andover, a Massachusetts municipal corporation, acting through its Planning Board, in the sum of $11, 000 . 00 dollars, and has secured this obligation by depositing with the Treasurer of the Town of North Andover a deposit of money in the above sum to be deposited in an interest-bearing account as designated by the Town Treasurer in the name of the Town and the Applicant. The deposit of money is to be used to insure the performance by the applicant of all conditions, agreements, terms and provisions contained in the following: f G� �-M to be 1. Special Permit specifying construction or installation completed, namel �-n.� Sc¢•�1w� Az vr���T stiff.• • - ew 2 . other document(s) specifying construction or installation to be completed, namely F4_� { p2gp C0 Spc E;A%n1eo�1M&ScAL. This Agreement shall remain in full force and effect until the Applicant, or his, or its executors, devisee, administrators, heirs, successors, and assigns has fully and satisfactorily performed all obligations specified herein. Upon completion by the Applicant of all obligations specified herein, on or before the date of expiration of -the Special Permit, that date being )A4Q,W7_-c IQ 1-n4 , or such later date as may be specified by vote of the Planning Board through the issuance of an Extension, the deposit of money shall be returned to the Applicant upon a vote of the Planning Board. The applicant may request a release of a portion of the bond as portions of the work are completed. If the Applicant fails to complete the work secured by this agreement by the above stated or extended deadline, the deposit of money may be applied in whole, or in part, by and upon a vote of the Planning Board for the benefit of the Town of North Andover to the extent of the reasonable cost to the Town of completing such construction or installation as specified in this agreement. Any unused money and the interest accrued on the deposit of money, unless said interest is used to complete such construction or installation, shall be returned to the Applicant upon completion of such construction or installation by the Town upon a vote of the Planning Board. The Town of North Andover, acting by and through its Planning Board hereby agrees to accept the aforesaid deposit of money in the amount specified in this agreement as security. for the rerformance cf the construction and installation specified herein. Any amendments to this agreement and/or to the aforesaid security shall not be effective unless agreed upon in writing by the parties to this Agreement. IN WITNESS WHEREOF we have hereunto set our hands and seals on ate: Signature of Plann' g Board Chair or Date Town Planner O-P 09/15/92 Signature of Applicant or its Date Authorized Agent Daniel P. Schevis , Jr. Brickstone Properties Inc. for North Andover Milis Realty Social Security COMMONWEALTH OF MASSACHUSETTS ss sk ss %3 4&1bhe-,1 i�� 1.2" Then personally appeared GEOt2crz. i��f'2NA one of the above named representatives of the Planning Board of North Andover, MA and iDaMIEL P. SCHEtJtS as the Applicant or his/its authorized agent and acknowledged the foregoing instrument 'to be the free act and deed of said parties before me. otary Public My Commission Expires 9/4 BayBank- 0349201 Massachusetts 53-235 Official Bank Check 113 Date—.... SEd PAY t# :;�1i�sy�,'�'i� � *� #`! � �`.. 'C� > $ i AMOUNTSIN EXCESSOF$100,000.00 �l REQUIRE TWO SIGNATURES T 'I is 61 IT itifGP 11 0 order /-/A-."Iho0zedSgnature of Authorized Signature II1031. 920IR +:011302357I: 000 904 OII' W d ! l CERTIFICATE OF '.U.SE :&. OCCUPANCY Town ' of Noith 'An` d over jfj� >3 Building Permit Number 53n bate I'E THIS CERTIii'IES THAT !` THE BUILDING LOCATED ON 40...—HIGH STREET, REAR MAY $E OCCUPIED AS 180 x 452 ' 'AEG MODICON+ MANU FACT t 1RIx CCOItDANCE ' BUILDING WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND r i ASUCH OTHER REGULATIONS AS MAY APPLY. „ CONTROL CONSTRUCTION .INSPECTIONS AS PER JOHN .D. . KOSARI A'. Z.A. : R.A. #6774 Commonwealth of -Mass CERTIFICATE ISSUED TO North Andover Mills ' Itealt ' a_4 ,go 433 �•, �. '• a� N. Camden: Drive ADDRESS Beverly H' 1 s CA CHU•, B � - . - ��'�Jxa•a-=� ''" '� Building 1'nspecto, " �.� -'::r:.•a F,,yov... ,r .-r-.;. .:w:... ,,. ..... . ...,.ice+, ... .. - ... .. t 1 .«-. .. ......r - 1 _ _ ..f., . r _ as�,..,.a_�•.��r S�� .-r ... - - _ ij�.� �i j, ` U11 I IsT 'b�a�` ��i ►n 36 t sT �+• r 1 u�lc�in GJ 11S'''` `,} ae,,�d�►�y ,�p� . � B��l�khy i►usQ � , .. 3v►tc���S'r'hs�i• " ' oQr �:� �•� `. F1�cTi�i� a�s - �lu7r�,t �+ns p. �k c'IT,�a.1 l+t�� . .�' �1 !��9�'�'i+c•t6•f f yltp�»�. ��,.� Y�1Vp(��bi�',l` r . � Q�Vr.�in� INs�.- - .. !; tr It OX 00 IV 4� -�l .� ' 't � . �• - _ � iva�• has iNs�i. ': - ' arrTnreT +�`t3� `�mcn�"[ �'i�C �opgYR1CT BACK/REAR SIDE. EMI' BUILDING PERMIT CARD #530 (MASTER) ......... . ......... $rickstone Propel one. 433 N.Camden Drive 300 Brickstone Square Suite 960 _ 'milli Andover,MA 01810 Beverly Hills,CA 90210 I" E Tel.508 749 3000 Tel.213 550 1360 IIII Fax 508 749 3009 Fax 213 550 0160 February 25, 1992 (VIA FAX ;&_-REGULAR MAIL) Mr. Chris Huntress � r Town Planner FEB North Andover Town Hall 120 Main Street � r,�`' North Andover, Massachusetts 01845 L Re: Relocation of New and Existing North Andover Tenants Dear Chris, As you are aware, North Andover Mills Realty is in the process of preparing to relocate Modicon, Inc. exclusively to the West side of High Street, which will include the construction of a new 80, 000 SF manufacturing building, as well as relocating Memotec, Inc. to the East side of High Street and bringing in a new North Andover tenant, who will also be on the East side of High Street. If you refer to the attached photocopy of the North Andover Mills Site Plan, Memotec, Inc. currently occupies Buildings #14 & #36 and has a mailing/street address of 40 High Street, while Modicon, Inc. occupies the balance of the buildings on site and has a mailing/street address of 1 High Street. Under the new scenario and if you refer to Attachment #2, Modicon, Inc. will occupy all buildings on the West side of High Street, which includes the new building and they desire to retain their 1 High Street mailing/street address. Also refering to Attachment #2, Memotec, Inc. will be occupying Buildings #1 , 2 , 32 (partial) , 34, 12/12A and 44W/44E and they desire to retain their 40 High Street mailing/street address. In addition and again refering to Attachment 02, FTP Software, Inc. will be occupying Buildings #32 (partial) , 1A, 3, 3A and 11 and as their main entrance will be off of Water Street, they desire to have a 100 Water Street mailing/street address, keeping in mind that the two family residence at the East end of our buildings has a 140/142 Water Street address and the two family residence/business at the West end of our buildings has a 52/56 Water Street address. . ... ................................................ ......... a . February 25, 1992 Page 2 Mr. Chris Huntress Re: Street/Mailing Addresses for North Andover Mills Tenants Please consider this letter a formal request from Brickstone Properties, Inc. , on behalf of North Andover Mills Realty, that Modicon, Inc. shall retain their One High Street address, that Memotec, Inc. shall retain their 40 High Street address and that a new address of 100 Water Street shall be created for Ftp Software, Inc. Very truly yours, Daniel P. Schevis, �'r. Brickstone Properties, Inc. for North Andover Mills Realty enclosures cc: M. Spagat File SOFTBALL-PL ING FIELD tI 0 .I L L POND P17 ff8 07A 05W 036 ya #L4 #5s 95E 0 7,W p 06 c'o 44 W Nk 92 #44 E 01 #12 33 4134 #IA 09 032 A 09A I TWO EVEL 03 p KING CA GE #3A H I L L P 0 N D DAVIS& FURBER MILLS TEO LEVY;CAIA 1111311 STREET ARC111T T NOF3TW ANDOVER , MA. ILI H SOFTBALL-PL ING FIELD 0 MILL POND ..... ... .. 17 7A Psw 036. OL4 5S #5E 9 7,w 6 0 4 tGtt W 42 #4 33 034 09 #32 #1 09 TWO EVEL 3 KING CA GE A I L L P 0 N D F 7- P DAVIS & FURBER MILL S TEO LCVY AIA I SIMT ARC111TECT T40RTH'ANDOVER MA. ......... ... i Brickstone PropeiInc. 433 N_Camden Drive li 300 Brickstone Square Suite 960 Andover,MA 01810 Beverly dills,CA 90210 Tel.508 749 3000 Tel.213 550 1360 �I,IYY Pax 508 749 3009 Fax 213 550 0160 February 25, 1992 (VIA FAX & REGULAR MAIL) Mr_ Chris Huntress Town Planner North Andover Town Hall 120 Main Street North Andover Massachusetts 01845 Re: Addresses for North Andover Mills ' Tenants Dear Chris, Further to my previous letter of this date, please be advised that FTP Software, Inc, has informed us that they now desire to have 2 High Street as their street and mailing address, not 100 Water Street as previously conveyed to you. Modicon, Inc, still desires to retain their 1 High Street address and Memotec, Inc. still desires to retain their 40 Hlgh Street address. If these three (3) street and mailing address requests are acceptable to the Town of North Andover, Massachusetts, please inform us at your earliest convenience, so that we inturn may inform our tenants . Very truly yours, C)T Daniel P. Schevis, Jr. Brickstone Properties, Inc. for North Andover Mills Realty cc: M. Spagat File MEMORANDUM TO CHRIS HUNTRESS FROM . RICHARD DOUCETTE DATE : DECEMBER 4, 1991 RE LACY ST. , WOODLAND ESTATES, N.A. MILLS The following are my comments on the above projects now before the Planning Board: Lacy St. has filed a Notice of Intent with the Conservation Commission and will be heard this evening. At a recent site visit the Commission discovered that some grading had taken place on the common drive and that earth had been moved immediately adjacent to the wetland boundary. Some exposed soil remained on the road shoulder adjacent to the pond as well. This must be hand raked and stabilized. Also, some illegal dumping in the wetland and a pile of soil near the wetland must be removed. The house itself will not likely be a problem but the above issues make me concerned about future work since this work was done before any permits were issued. The above items should be addressed before any permits are issued by anyone. My comments regarding Woodland Estates are not positive. I am not in favor of the proposed design. All the applicant has done is maximize the number of lots with little regard for wetlands or topography. There are too many wetland crossings. The drainage outlets cannot direct runoff immediately into wetlands or water bodies. They should be directed into retention/detention structures and then enter wetlands via grassy swales. The wetlands line has not been reviewed and the lots may not meet the 75% CBA requirement. North Andover Mills may be closed tonight (12/4) and I anticipate a decision by 12/18. The issues remaining include the wetland replication plan and the design of the drainage system. '' ._., ar� a u"�'oaa nmra owwwmuwwmw.wummwn .ew � rewm �rw rwuwum rwww. iwu NORTH ANDOVER FIRE DEPARTMENT CENTRAL IRE HEADQUARTERS wIli Aa-iidover, IMass, 01845 Chief of wr IV d 5 8 68 -38 2 To: Planning Board From: Lt. Ken Long, Fire Prevention Re: New Addition to Modicon-High Street Date: December 18, 1991 This department would like to relocate existing fire alarm control panel either into new addition or to master box location. Lt. Ken Long, Fire Pr ention To: Chris Huntress, Town Planner From: Fire Chief Dolan RE : Comments TRC 11/27/91 Date: November 27 , 1991 The following comments are submitted regarding the items which were on the agenda for the November 27 technical review committee: NORTH ANDOVER MILLS REALTY TRUST 1 . The proposed building shall be have a full fire suppression system installed ( fire sprinklers ) . The fire department connection as required in Section 1014 . 1 of the building code will not be required on the sprinkler riser for the building but shall be connected to the central fire department connection for the complex . This central connection point is in a concrete pit beneath the fire department connection shown on the plan. 2 . The building shall include a full fire detection system comprised of pull stations , horn lights, smoke detectors, control panel, remote annunciator and other devices as may be required. The zoning of this system and its relation to existing systems is of great importance to the fire department . 3 . The Chief and the Fire Prevention Officer will be available to work with subcontractors for the installation of the suppression and detection system. 4 . Access to the rear of the building by the construction of the twenty foot wide driveway is suitable for fire department access . 5 . Access to the front of the proposed building in the "courtyard" area shall provide fire department vehicular access to the buildings on the perimeter of the courtyard. 6 . Two hydrants of the typed approved by the DPW shall be located off the proposed twenty foot wide drive. One of these hydrants shall be provided by relocating the existing hydrant at the Northeast end of the proposed building to the edge of Southeast edge of the drive. The second hydrant shall be on the Northeast edge of the drive in the area where the drive enters the turnaround. It is preferred that these hydrants have their water supply from the municipal water system. 7 . The developers shall notify the fire department and work with them for the fire protection measures required for special protection areas, i. e. computer rooms, clean rooms, flammable storage areas . 8 . The owners shall supply a list of any hazardous materials used in the manufacturing process , the quantity used and the proposed method of storage for such materials to the fire department for approval . ........ ......... . .. ............_.__.______.... LACY STREET - COMMON DRIVE Without the inclusion of built in fire protection for the proposed dwelling the fire department is opposed to the plan as flubmltted . The built in protection recommended is a residential fire sprinkler system installed in accordance with NFPA 13D . This system would utilize a stored water tank and compressed gas to force water through the lines should a sprinkler head activate. The fire department would also require that a stone bollard be placed at the entrance to the common drive with the house numbers of both dwellings engraved on it on all four sides . The specifications for this bollard are on file in the planning office. The driveway to the residences must be maintained in accordance with the planning board requirements for common drives and provide year round access for fire department vehicles . . . .. ................. ......... . . ................. ............ ... ......... WOODLAND ESTATES 1 . The hydrant spacing at 500 ' intervals as shown is as required. 2 . The fire department strongly recommends the installation of residential fire sprinklers in accordance with NFPA 13D . 3 . If underground tanks for fuel oil are to be installed they must comply with fire department regulations . 4 . In order to eliminate confusion to response personnel we recommend that Road A be designated as one street and that Road B be a continuation of "old Cart Way" as was intended. The streets should be properly marked at the intersection. 5 . All houses shall have their permanent house numbers posted prior to final inspection. 6 . No open burning is allowed except as permitted during the burning season by the North Andover Fire Department . William V. Dolan Fire Chief .. ............................ CL t . (A,)e, . C� 4 d act n. 2 . . LJU w f _be. I snn I VA a 1 sra c ems i �� 22 I h cw Yt I'V, rm 611 4 . rthe.-�rr wer S�cu-3 `Z S Fq �6 6 A7 rezu, kI3 CA, e-tLmtvl Q vi Or,V� .S Lo CL 40 C�(4 C-, �L , j oAe_q a*- -lz� L 6 e s 'Pie t ss kip: Sdme�rye .w ca�.d�l� .. ...... ............... . . ' } 5OF28ALL•P ING FiMLD t! I L L P 4 N A tA 444 1 922= iA n r • 33 •F3d � � ,. 9 ; osz. e- e9a TWO Eva, PA =Rc QAPJ 49 •, r� i9 z , MILL Pp � b ;I - y,, �I r t .• PAVES& FJQRa�R MILLS TSD LEYY , + � 7 hJiC1-117iCT f if II1G41 STAG �KDo v M, , "AA. 11•roaC�lYrf[a,rfR[•�I.L _ �.�•MIM u4�rrwa 1rN[ Z ......... ......... T IgORTH PNDpVER MILLS StTA3PR.AR1` Or PARX,,XNC; SPACES DRAWING EAST/ ZST OF NO. OF REFERENCE HIGH STREET DBSCRIP'TIOV OF LOCATION SPACES L-7 EAST PARKING DECK - T TRST LPL 291 L-7 EAST PARKING DECK u4=CND LEVEL 343 L-7 EAST UPP.ZR STRIP/TEEI. SOUTH OF GARAGE 114 NORTE OF BUILDlYGS # 44 & 9 L-7 EAST LOWER STRIP/TIEF; SOUTH OF GARAGE . 149 NORTH OF BAllLDS]:(GS f 44 & 5 L-7 EAST SOUTH OF B=LDIT.tG #3 (ADKZN.) 31 NORTH OF WATER 4:TRKET -- �-- • t L� PA-1 SST NORTF. OF INFIXV!, BUILDING 117 495 Alm OSGOOD MTLL'-: PK�I WEST WZST OF INF=NET AND EAST OF 9 5 OSGOOD PONt ,EST NORTH or BViLDiliGS *Irl.5 & 6 AND 63 SOUTH Oh INFINE°7 PK-1` WEST WATER STREET LO`.: SOUTH OF 30 8� T"OT'AL, PR4a'EC'T SiA.CES i,6l0 a. ... it Y 2'd T2SS8898MT 617:ST TS, ST AON S0'd 2000t7STb9S6SLG80S_G 0! 'OOSSU '8 -•IIH iNnE W08d VS:60 T66T-TZ-n0N } C1. w N � ll7 • lD 7 i 23,J79 C1' 3 IAJ (D "hlk'3LN" BULCQiI<�S 1 t i _ j,L,,,yr't„} ki l_ 36,79t Sr, ircludln3 •230 SF of Lastmant StocK3a• � !?a 83 30,5�1 SF, vl hout ti agent SCaragt. UI � - Y •, - M 4,555 Sr n c) VDA A 12.136 St. r,• 163s,0-•1. SF, Lot udtag Ind ha)�dv;of'2nd floor. t �.,. 153,0-0 Si, sdt out 2nd hslf of 2nd floor. (J1 '•:! , ...• _ '• ii'Op1L4ALY DO15 i FUA5s?Y•ILE3? •. ..' ; .. ..—. .. �-�l \• :•:. -CIO a A•Cks 0142 P-0lLT9`M, 1NZ. n! 'a>f ..�. - S;Z 14 Sr r %,4"c;F{e;!:1�i•. ;.r;:i.-.'.i--, s _. 4 3D4 ar.lcxs rant s�uu� 3,143 Sg' .:. _..._..., .. . . .... _,... :� .,... .. ... .._-.._ - .. � .-;r' ;�.e�.F`=:' ;��,.•.y3,_."•' _ .. ]U1D:NF�. LASSAGNUSCI7S 01110, i, ".I.. �OD :t•�.i- 1-r; �,..:.! ... ,i:: -• 7i:L5►HQ.Ci 1591) 7(1-]604 ., - �.7,�:4T:rj,'^�'�' ,i�!'•",••t �• �'r'i _1Y.._. - rAx. (5081 711-300i .Y /}+7'. _ - .s•• ..• •- f;:, .4+r .':5,ti ?.•?1L.,1.(:: !' 'S�; ','.:r`••'•r - _ :1 t.-1..... .1 ' � _• ��41• :�\'Fy'{ ..r\. 1-•,�I-: \ r.i• •�Si:.'.Y.: .7 ,ih•`. •: ,�:!•• I J.. .f� y..y...... „y,. +„^ + .,rt,. •11. ,.{•l k:7S•I•(• {..ti :.R•' ••Yl,....••,^ 7. .T.,•,�' .'•l' .�1��„,... ., 1•':..• r.`r••' .\.•, .""•'T r�.' il�• •4'72-in. '`r).;' E. •.i: n i" �'' N i ,s ;y,, r.vti'+.�7,'.]., } .a .n.C 'li�" •-t.,'� .r i,. `r a 9. ... F�•`•+`.��. ��• Y?}. X`��. }�',�s��:,"�3a�.,fn\':F'A:L~r•SS. ' �•:, t' '!j (0`=•',�/.., -:�r +•tFj�.r� :.�}•!..+:�°n'"•'••�J t;��asr .� >! .f y.,;S.: o-`: �iY"t�F, 2. .r�:}tea,r lA'�;• 7v 1 J• rle/;' ., .T.•,. Z Y: s"r,� e,, 1 , `t :'i c, :4.. f, �iw.�'s y'�y\ )y4, ry�+ j. ;..•T 1�y � �re f.: S_ �n 7 x`r' f t,r.�rr 3 Y i Y s J� �j F�t � ,...i dR 7 a ,. :„ >:. .»•,. c'`kk.x: C:..,..._�(:� ,. : •y't": �A� . . W (y eC rr t i YI a tr;, 4 , r 9`�•. a .. :'7'11�S3L•T` .�.5 .7+fffi.:ti�Y:':..'.i•t't'iti: L:.l',• + AQfi>,:1 ,,�+, 14+c-='"' •'r� ` t d•!r !.1•k;..•�L-}i,' f .. . ............................................ .. 1 EAST SITE NORTH ANDO'VER MCLIS BURT HILL PROJECT NO. 27477.98 NOVEMBER 20, 1991 OFFICE M-tGR. PARKING PARKING BT.DG. GFA. OFFICE N FGR REQ REQ NO. CrBA {GBA X.9t3) GFA GFA (11300 GrA) (1110M CPA 1 39,265 35,339 35,339 _--- 118 --- IA 16,981 15,283 151283 Sl --- 2 9,390 8,451 8,451 --- 29 ----. 3 38,234 34,411 34,411 ---- 115 ---- 3A 27,275 24,548 24,548 _ _ _ 82 --- 9 82231 7,40E 7,408 --- 25 --- 9A 3,905 37515 3,515 ---- 12 - - 11 23,155 20,840 20,840 --- 70 ___ 12, 12A 33,075 29)768 5,076 24,692 83 25 22 37143 2,829 2,829 --- 10 --- 32 6,269 5,642 52642 --- 19 -_- 33 I (22164) --- --- --- -•--- --- 34 2,985 2,687 2,687 -- 9 44E 44W 23,139 20,825 20,825 --- 70 ----- TOTALS 235,047 2117546 186,854 24,692 693 25 718 NOTES: 1. Bldg. 33 rs museum space, no parking required. se•d OOOOt72Tv9sGsL680S-6 ©i •30ssa �3 --IIH irE WMd SS:60 TGGT-TF-nON ......... WEST SITE NORTH ANDOVER MILLS BURT HILL PROJECT NO. 87477.98 NOVEMBER 20, 1991 OFFICE MFGR PARKING PARKING BLDG. GFA OFFICE MFGR REQ REQ NO. 013A (GRA X.90) GFA GFA (1/3W CPA) (MOOD GFA 5E z 8,412 7,571 7,571 26 --- 5W 22,149 19,934 ---- 19,934 20 5S 5)957 5,362 5,362 --- 18 --- 6 16,610 14,949 14,949 50 --- 7A 20,659 18,593 18,593 --- 62 --- 7E 8,709 7,838 7,835 --- 27 --- 7w 46,011 41,410 41,410 --- 138 --- 8 2 (4,555) ---- ---- --- --- --- 14 108,000 97,200 77,760 19,440 260 20 17 2 (5,214) ---- - --- --- --- 36 60,000 54,000 27,000 27,000 90 27 NEW BLDG. 707000 63,000 --- 631000 --- 63 TOTALS '366,507 329,1857 200,483 129,374 671 130 y 801 NOTES: 1. Does not include basement space 6,230 GBA 2. Buildings to be demolished 90•d ni nnggH R --7ru iNnR wnm-a nc-�,r Trot--T7-.nnu KAREN H.P.NELSON' �� Town of 1.20 Main Street, Director NORTH ANDOVIE BUILDING � CONSERVATION zrWISION O PLANNING PLANNING & COMMUNITY DEVELOPMENT November 21, 1991 Mr. James R. Platt Burt Hill Kosar Rittelman Associates 300 South Avenue, Suite 700 Pittsburgh, PA 15222-2514 Re: Meeting Memorandum, Dated 11/13/91 Dear Mr. Platt; I am in receipt of your memorandum dated 11/13/91 and would like to make the following comments. Item 1.2 indicates that a new plan showing 70 parking spaces located within the adjacent ball field must be presented. Section 8 . 1 of the North Andover Zoning Bylaw requires that a manufacturing facility provide the following as required parking: Ill spaces per 2 employees in the minimum working shift or, 1 space per 1000 Sq.Ft. GFA, whichever is greater." I will require that you present the number of employees in the minimum working shift. Also, the location of the new facility is displacing a number of existing parking spaces, those spaces must be shown as relocated to the ball field, along with the required spaces for the new facility. Item 1.9 indicates that an initial public hearing is to be held on November 20, 1991. I have scheduled this project as a discussion item on the Planning Board's November 21st agenda. This discussion will not be a public hearing, but rather an informal review with the Planning Board prior to the opening of the public hearing which has be published for December 5, 1991. Item 1.9 further indicates that a decision will be rendered on December 19, 1991. This is possible, but I cannot guarantee that a decision will be rendered on this date. As such, the appeal period will run approximately 20 days from the date of decision. Sincerely, Christian C. Huntress Town Planner. 0, ,p10 Rry Quo NORTH ANDOVER FIRE DEPARTMENT CENTRAL FIRE HEADQUARTERS- °� wy�•� 124 Main Street �SSacHu �c North Andover, Mass. 01845. 2 0 WILLIAM V. DOLAN Chief of Department Tel. (508) 686-3812 To: Richard Doucette, Conservations Administrator From: Fire chief Dolan RE : Brickstone Properties Date: November 20, 1991 It my understanding that your board will review the plan for Brickstone properties dated Nov. 13 . 1991 this evening with respect to the proposed twenty foot wide driveway to be constructed behind the proposed building. Fire Department is in favor of the construction of this driveways as presented on the plan. This driveway provides needed access for fire department apparatus to the rear of the proposed building. It is also my understanding that there is a proposal to have a dead end cul-de-sac from Water 5t . would not provided the needed access to the rear of the proposed building and would not provide a suitable access for the fire department due to the grade and location, and vehicular traffic in the area of that proposed entrance. . If you have any questions regarding this matter please contact US . We will be present at the technical review committee meeting next Wednesday regarding this proposal . William V. Dolan Fire Chief CC . C. Huntress Lt . Long J. Foley "SMOKE DETECTORS SAVE LIVES" Burt Hi osar Rittel-nn Associates 300 Sixth Avenue,Suite 700 Pittsburgh, PA 15222-2514 412-394-7000 Meeting Memorandum FAX:412-394-7880 Meeting #1 Burt FLU Project 87477.98 November 13, 1991 AEG/Modicon North Andover, MA Schematic Design Phase Meeting Location: North Andover Town Hall North Andover, MA Attendees Distribution Town of North Andover (NA) A.0 Attendees Christian Huntress Richard Doucette Brickstone Properties Martin Spagat Richard F. Kaminski Associates, Inc. (KA) Jerry Foley U.S. Managers Realty John Kusmiersky Burt MU Kosar Rittelmann Associates (Burt Hill) Peter Moriarty Jim Platt Meeting Purpose Review project submission requirements for the new assembly building. Action By/ Comments Due Date 1.1 Kaminski Associates prepared a site plan showing extent of new proposed 70,000 sf. Manufacturing/Assembly Building that connects to Buildings 36 and 5. 1.2 An initial review of the parking requirements indicated that 70 KA new spaces may be required. Kaminski Associates to prepare a site plan showing where the 70 new spaces would be located on the existing ball field area. Due to the large amount of vacant spaces presently on site, the new 70 spaces would not have to be constructed now but would be reviewed again in one year to see if required later. 1.3 If indeed only 70 cars are required by the new building, a new NA traffic impact study will not be required. Meeting Memorandum Meeting #1 Burt Hill Project 87477.98 November 13, 1991 Page 4 Action By/ Comments Due Date This memorandum represents our understanding of the events which transpired and the actions which were taken_ If they do not conform, to a recipient's understanding, prompt written notice must be communicated to the writer. If no corrections or objections are made, this memorandum will be relied upon as a factual interpretation of this meeting. Submitted by, BURT HILL KOSAR R l-FELMANN ASSOCIATES Isl James R. Platt, AIA Associate Direct Dial No. 412-394-7104 AMT0660.JRP/cmh 11/15/91 ......... .... . . Meeting Memorandum Meeting #1 Burt Hill Project 87477.98 November 13, 1991 Page 2 Action By/ Comments Due Date 1.4 Dock access was discussed. The two options are: A. New curb cut on Water Street with ramp down between the west ends of Buildings 5 and 7A and residences on Water Street. A portion of Building 5 would need to be removed. B. New access drive from the north along the west side of the new building. North Andover prefers the second option for the following reasons: A. Water Street is too narrow for large semi trucks to adequately turn onto the street. B. Water Street is a residential/commercial street with pedestrian traffic and on street parking that would be negatively impacted by large trucks. C. Access from High Street to the north seems more appropriate. Trucks would follow same route to get to existing docks at Building 36. 1.5 The new building and dock access bridge would span over and completely cover small portion of Mill Pond. Mill Pond is considered a wetlands area by state regulations. An initial reading on what mitigating measures may be required are as follows: A. Wetlands vegetation under the building and bridge will die and must be replaced somewhere on site. B_ Revegetated area should be 1 1/2 times the area of vegetation covered over. C. Revegetated area slopes should be 3:1 or 2.1. This will require some earthwork since present Mill Pond slopes are generally very steep. D. Other mitigating measures, if required, are to be determined. ... .... ... .. .. ......... .................... .... Meeting Memorandum Meeting #1 Burt Hill Project 87477.98 November 13, 1991 Page 3 Action By/ Comments Due Date 1.6 Storm water management was discussed. North Andover does not want to have storm water piped directly into Mill Pond. Storm water options discussed are as follows: A. Roof retention using weir-type roof drains. B. Create a retention area directly west of the service drive in the lawn area between the new building and Mill Pond. C. Develope a retention area north and west of Building 36 in an existing drainage swale. 1.7 During construction, the hay bales are to be located as close to the edge of construction as possible. The hay bales were indicated at the top of the Mill Pond slope which was thought to be too far away. 1.8 During construction, the wetlands at Mill Pond are not to be disturbed and no construction activity can take place in the water. 1.9 The plan approval schedule was reviewed for Planning and Water Conservation. Planning Commission Water Conservation Nov. 15 Preliminary Nov. 13 Preliminary Submission Submission Nov. 20 Initial Public Nov. 20 Initial Public Hearing Hearing Nov_ 27 Final Submission Nov. 27 Final Submission Dec. 05 Final Public Dec. 04 Final Public Hearing Hearing Dec. 19 Decision Dec. 18 Decision Jan. 09 End of Appeal Jan. 08 End of Appeal Period Period a .... ...... ......... ...................................... .............. Form 5 _ DEP Re ria. 242-563 � .. fro r.., t,r UE1'1 - - North Andover. ';.�__�. :-'a •.- Commonwealth cry.town r of Massachusetts - AoWhcanl North Andover Mills Realty ' 40 High Street Order of Conditions Massachusetts Wetlands Protection Act G.L. C. 131 §40 and under Che Town of North Andover's Wetlands tylaw, Chapter 178 From NORTH AtMOVER CONSERVATION COMMISSION North Andover Mills Realty Inc•To c/o Brickstone,• Properties North Andover Mills Realty (Name of Applicant) (Name of property ovvrlrer) Address 300 i n A v 0 Address 42a N. Camden Dr. , Beverly Hills CA 90210 This Order is issued and delivered as follows: ❑ by hand delivery to applicant or representative on (cute) . 2 by certified mail, return receipt requested on (tf�alnl •f-his project is located at , The property is recorded at the Registry of tJ12 rr-hr It, ESsPx _ Book 1733 _Page 197 Certificate (if registered) The Notice of Intent for this project was filed on NovpMhe= R, 1 q91 _ lciole) The public hearing was closed on. December 18, 1991 (date) Findings The North Andover Conservation Couunissiorl has reviewed l►le above-refrirs,iced Notice oaf Intent and plans and has held a public hearing on the project. Based on [tie rrlforrliatlon ava11t11Jle IC Ille NACC at this time, the_..__tIACC has delermwed lhal the area on which the proposed work is to be done is significant to the toltowing interests in occor oance vi1h the Presumptions of Significance set forth in the regulations :or each Area Subject to Proiec,iorr Under tree Act (check as appropriate): Ch. 178 'Wildlife Ch. 178 Recreation �K Pubii,: water supply L Flood control ❑ Land coritaming Shellfish MK . Private vrater supply [ Storm damage prevention Fisheries Ground water supply CY Prevention of pollution Protection of wildlife habit It Total Fiiing Fee.'Submitted Slate Share City/Town Share lee ill rr.cr�s cal ?�1 Total Refund Due S CityfTown Portion S Slate Portiol, S _ (1/2 lotal) ('12 tOMI) #242-563 North Andover Mills 2 Therefore, the North Andover Conservation Commission (hereafter the "NACC") hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the State Regulations and the requirements of the Town ByLaw, to protect those interests checked above. The NACC orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. GENF•`72AL CONDITIONS 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. This Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3 . This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three year from the date of this Order. 5. This order may be extended by the issuing authority for one or more periods of up to one year each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill, containing no trash, refuse rubbish or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department or Court have been completed. This Order shall be recorded by the applicant at the Registry of Deeds immediately after the expiration of all appeal periods. 8. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed ...................................................................... ......................................................... ..... #242--563 North Andover Mills 3 work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the North Andover Conservation Commission on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection, File Number 242-563 . " 10. Where the Department of Environmental Protection is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 11. Upon completion of the work described herein, the applicant shall request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12. The work shall conform to the following plans/documents (except as noted in the remainder of this document where revisions may be required) : (a) Notice of Intent filed by Kaminski & Associates filed on November 8, 1991. (b) Plans prepared by Kaminski & Associates: Sheets 1 of 4 11/20/91, 2 of 4 12/2/91, 3 of 4 12/4/91, 4 of 4 Revegetation and Construction Sequence undated but submitted 12/10/91. (c) Hydrologic Calculations undated but submitted on 12/2/91. 13 . The following wetland resource areasare within the 100' buffer zone of the proposed work: bank, land under water, bordering land subject to flooding, and bordering vegetated wetland. These resource areas are significant to the interests of the Act and Town Bylaw as noted above. These resource areas are also significant to the recreational and wildlife interests of the Bylaw. The applicant has not attempted to overcome the presumption of significance of these resource areas to the identified interests. 14. The NACC agrees with the applicant's delineation of the wetland resource areas on the site as shown on the plans dated 11/20/91. . ... ...... ........................................................................... #242-563 North Andover Mills 4 PERFORMANCE & DESIGN STANDARDS 15. The NACC finds that the intensive use of the upland areas and buffer zone proposed on this site to construct a manufacturing facility with associated parking and landscaping will cause further alteration of the wetland resource areas. In order to prevent any alteration of wetland resource areas beyond those proposed in the Notice of Intent and approved herein, a twenty- five (25) foot no-disturbance zone and a fifty (50) foot no- construction zone shall be established from the edge of the adjacent wetlands except at the bridged section of the building. No disturbance of existing grade, soils or vegetation is permitted in the no-disturbance zone. 16. No earthen embankment in the buffer zone shall have a slope steeper than 2: 1. Any slopes of steeper grade shall be rip- rapped to provide permanent stabilization. Slopes on the inside of the proposed detention basin shall be no steeper than 3:1. 17. All effluent catch basins shall contain oil/gasoline traps, and it shall be a continuing condition of this order, even after a Certificate of Compliance is issued, that the oil/gasoline traps in the catch basins be maintained. All catch basins shall be free of all accumulated silt and debris before a Compliance is issued and the owner or his/her agent shall so specify in the request for a Compliance. 18. The NACC finds the applicant's proposal for 1550 sq. ft. of wetland replication to be adequate. The Replication areas shall be constructed prior to other construction activity on site and this sequence shall be reflected in the construction sequence. At least 750 of the surface area of the replacement area must be established with indigenous wetland plant species (listed as OBL, FACW or FAC by USF&W) within two growing seasons. Invasive weed species such as loosestrife will be disregarded when calculating the success of the wetland replacement area. One growing season is considered approximately from March 15 to October 15. CHANGES 19. Any changes in the submitted plans, Notice of Intent, or resulting from the aforementioned conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds said changes to be significant, the NACC will call for another public hearing (at the expense of the applicant) . Within 21 days of the close of said public hearing the NACC will issue an amended or new Order of Conditions. Any errors found in the plans or information submitted by the applicant shall be considered as changes. #242-563 North Andover Mills 5 20. The proposed project may be still under review by other local or state boards or agencies. This may result in changes to the project plans or wetland impacts. If any such changes occur, a final set of plans and a letter from the professional engineer, land surveyor or landscape architect who prepared these plans shall be submitted to the NACC for review and approval prior to the start of construction. Said letter shall describe any and all changes between the final plans and those reviewed and cited above by the NACC. No work shall begin on a project until written approval has been granted by the NACC. CONSTRUCTION 21. The applicant shall contact the Conservation Office prior to site preparation or construction and shall arrange an on-site conference with an NACC representative, the contractor and the applicant to ensure that all of the Conditions of this Order are understood. This Order also shall be made a part of the contractor's written contract. The applicant or contractor shall notify the NACC in writing of the identity of the on-site construction supervisor hired to coordinate construction and to ensure compliance with this Order. 22. Upon beginning work, the applicant shall submit written progress reports every 1 months detailing what work has been done in or near resource areas, and what work is anticipated to be done over the next period. This will update the construction sequence. 23 . Wetland flagging shall be checked prior to start of construction and shall be re-established where missing so that required erosion control measures between construction activity and wetland resource areas can be properly placed. 24 . Prior to any activity on the site, a row of staked hay bales backed by a siltation fence shall be placed between all construction areas and wetlands. The erosion control barrier will be properly installed and placed as indicated on the plan and shall be inspected and approved by the NACC prior to the start of construction and shall remain intact until all disturbed areas have been permanently stabilized to prevent erosion. All erosion prevention and sedimentation protection measures found necessary during construction shall be implemented at the direction of the NACC. 25. The applicant shall have on hand at the start of any soil disturbance, removal or stockpiling, a minimum of 50 hay bales and sufficient stakes for staking these bales (or an equivalent amount of silt fence) . Said bales shall be used only for the control of emergency erosion problems, and shall not be used for the normal control of erosion. #242-563 North Andover Mills 6 26. The applicant will submit a certified foundation plan stamped by a Registered Land Surveyor once the foundation has been completed and prior to the construction of the building itself. A letter will also be submitted detailing any differences between the approved footpring and the foundation plan. 27. Upon completion of construction and grading, all disturbed areas located outside resource areas shall be stabilized permanently against erosion. This shall be done either by sodding, or by loaming, seeding, and mulching according to Soil Conservation Service standards. If the latter course is chosen, stabilization will be considered once complete vegetative cover has been achieved. 28. No exposed area shall remain unfinished for more than thirty (30) days, unless approved by the NACC. 29. There shall be no stockpiling of soil or other materials within twenty-five (25) feet of any resource area. 30. The area under the bridged section of the building will be rip rapped to prevent erosion. 31. During and after work on this project, there shall be no discharge or spillage of fuel, or other pollutants into any wetland resource area. If there is a spill or discharge of any pollutant during any phase of construction the NACC shall be notified by the applicant as soon as practical. No construction vehicles are to be stored within 100 feet of wetland resource areas, and no vehicle refueling, equipment lubrication, or maintenance is to be done within 100 feet of a resource area. 32. Washings from concrete trucks, or surplus concrete, shall not be directed to, any drainage system or wetland resource area. 33 . All waste generated by, or associated with, the construction activity shall be contained within the construction area, and away from any wetland resource area. There shall be no burying of spent construction materials or disposal of waste on the site by any other means. The applicant shall maintain dumpsters at the site for the storage and removal of such spent construction materials off-site. 34 . Accepted engineering and construction standards and procedures shall be followed in the completion of the project. #242-563 North Andover Mills 7 OTHER CONDITIONS 35. Members of the NACC or its agent shall have the right to enter upon and inspect the premises to evaluate and/or effect compliance with this Order of Conditions. The NACC reserves the right to require, following field inspection, additional information or resource protection measures. 36. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding or storm damage. 37. No underground storage of fuel oils shall be allowed on any lot within one-hundred (100) feet of any wetland resource area. This Condition shall survive this Order of Conditions, and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland Protection ByLaw. 38. Fertilizers utilized for landscaping and lawn care shall be organic and low-nitrogen content, and shall be used in moderation. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area. This condition is issued under the authority of the Town of North Andover's Wetland Protection ByLaw. 39. The conditions of this decision shall apply to, and be binding upon, the applicant, owner, its employees and all successors and assigns in interest or control. 40. A proper bond or a deposit of money running to the Town of North Andover shall be provided in the amount of $20, 000 which shall be in all respects satisfactory to Town Counsel, Town Treasurer, and the NACC, and shall be posted with the North Andover Town Treasurer before commencement of work. Said bond or deposit of money shall be conditioned on the completion of all conditions hereof, shall be signed by a party or parties satisfactory to the NACC, and Town Counsel, and shall be released after completion of the project, provided that provision, satisfactory to the NACC, has been made for performance of any conditions which are of continuing nature. The applicant may propose a bond release schedule keyed to completion of specific portions of the project for the NACC's review and approval. This condition is issued under the authority of North Andover's Wetlands Protection Bylaw. 41. In addition to the requirements of Conditions No. 11, the applicant shall submit a letter to the NACC from a Registered Professional Civil Engineer certifying compliance with this Order of Conditions and the approved plans referenced herein (or approved revisions) . A letter from a qualified wetland scientist certifying compliance with local/state regulations is also required for the wetland replication/restoration area. A stamped . ......... ......... ....... . ........................................................................................... #242-563 North Andover Mills g "As-Built" topographic plan of all areas within the jurisdiction of the Wetlands Protection Act and Bylaw shall be submitted when a Certificate of Compliance is requested. This plan will include: a. "As-Built" elevations of all drainage ways constructed within 100 feet of any wetland resource area. b. "As-Built" elevations and grades of all filled or altered wetland resource areas. c. Distances to all structures and elevations within 100 feet of any wetland resource areas. 42. The following special conditions shall survive the issuance of a Certificate of Compliance for this project: 18. Maintenance of catch basins. 31. Discharge or spillage of pollutants. 37. Prohibition of storage of fuels underground. 38. Limitations on the use of fertilizers, herbicides and pesticides. .. ....... ........... . Issued By North Andover Conservation Commission Signature(s)- This Order must be signed by a majority of the Conservation Commission. On this day of 19 . before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that hershe executed the same as his/her free act and deed. Notary Public My commission expires The applicant.the owner,any person aggrieved by this order,any owner of land abutting the land upon which the proposed work is to be done.or any ten residents of the city or town in which such land is located.are hereby notified of their right to request the Department of Environmental Protection to issue a Superseding Order.providing the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03M.within ten days from the date of issuance of this Determination.A copy of the request shall at the same time be sent by certified mail or hand oelivery to the Conservation Comm:swan and the applicant. If you wish to appeal this decision under the Town Bylaw, a complaint must be filed in Superior Court. Detach on dotted line and submit to the North Andover Congervation Comm, prior to commencement of work. ....................................................................................................................................................................................................I............. To NACC ;ssuing Aulnonty Please be advised that the Order of Conditions for the project at North Andover Mill,,,,, 40 Hi Zh Strap t- ;:,le Nummer 242— 563 has been recorded at the Registry of North Essex inc has peen noted tome cnain of ttfle of the affected property in aCcorpance with General Corndttron B on 1 J if recorded land. the instrument number writcrt iamulias this trartsact3on is If registered land. the document number which identities this transaction rs &cnaw r9 - %iColrC�n. 5-4A