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HomeMy WebLinkAboutMiscellaneous - 75 PARK STREET 4/30/2018 (6)PJL4 e yoc, DUE ON: y 1603 -),5 pq r � st v plot �-oD3- ooh LA � q fer \'/A,',j "I VMn�01r V' � W (rt V X46 S 0 t'/.1,, I � <' /C Marcott Builders, Inc. DAVID GUILMET Regional Facility Manager 1686 Commonwealth Avenue Brighton, MA 02135-5601 Tel (617) 738-1222 FAX (617) 738-4624 Subsidiary of Continental Wingate Company, Inc. ZBA 131 Date 9. -*1.!...0.3 TOWN OF NORTH ANDOVER RECEIPT This certifies that fr� .... cay,.A! .......... -r ....................... .............. has paid 0 ........ C .. 11 --------- for... ...... N.rx ......... ........ V!c....................... Receivedby.(C......................................................... Department........ ..................................................................... WHITE: Applicant CANARY: Department PINK: Treasurer D 3 ZBA 123 Date. 17. VT N OF ORT NEDOVER or -% RECEIPT This certifies that ... D-Cliv.11.)... has paid �....,...`r•?.v.o ......... ....... i C', I e i CWx.rljK ....... ... ......... ............ for .... 75 . ...... ...... &� ...... ................ ......... Received by ....... i X4 tll� .................................. . Department..... ............................................................. ... WHITE: Applicant CANARY: Department PINK: Treasurer �6 o3 - Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 D. Robert Nicetta Telephone (978) 688-9541 Building Commissioner Fax (978) 688-9542 Legal Notice North Andover, Board of Appeals Notice is hereby -given that the Board of Appeals will hold a public hearing at the Senior Center, 120R Main Street, North Andover, MA on Tuesday the 11'�' of March, 2003 at 7:30 PM to all parties interested in the appeal of Marcott Builders, Inc. 1686 Commonwealth Ave., Brighton, MA, for premises at: 75 Park Street, North Andover requesting a Variance from Section 6, Paragraphs 6.6 (A-1) & 6.6 (D) for relief from the requirements for permanent signs in a residential district. The said premise affected is property with frontage on the South side of Park Street within the R-4 zoning district. Plans are available for review at the office of the Building Department 27 Charles Street, North Andover, MA, Monday through Thursday from the hours of 9:00 AM to 2:00 PM. By order of the Board of Appeals William J. Sullivan, Chairman Published in the Eagle Tribune on February 24 & March 3, 2003. Board of Appeals 688-9541 Building 688-9545 Conservation 688-9530 Health 688-9540 Planning 688-9535 Legalnotice 2003-006 C50 - M i' P W!'?55D�3o sN.-" 5,26(02) °KWa,�9'v�� �� s W r N >�� (:0 (.-- O�I O '�'C O nQ1 (D �mm = fm7 "'�(D m N 5�.2 f6-00 2 j< 7 Cn0 5Z>0r CJO m.. 0 O 26.0 �m zf.fD o'M-M'M r„ �_ a. :r.NC' fUF.'o04.�a0 Q,0O V a� N O N m N L, 3 CL ������ o 2 �CAa 1 Ur-�ci V � Li a� O 0x> O O j N W _ W w co m w 2.x0v 01 ai m 3 Dm c ?o C o �Dm c)_CC, OnDr 3 M T> Z s �� DSO m� a- ��m N 3 '�0 0/ O m m .nom Z2 m oa tu m m �°0 °� s7 --o a.: R* am W 0 S- 0 m 0 m X00 Z N �� y 1\3 C) y am ?=•(n>W Ov Ka- 0 < ro m m -O � � m Q°rn� ;tea w mea roc m m DCD 0 r SCD O Cil a)Ca0 D<0 0 U),Zmci turn- w m O0 cR1<n ' w Z� n f.0 3 Ln. o�v Zo Igl oy a �5vcQ,Dmm C' Oa0 NWO<r� A N p7m mmLT• _SC t`-,- c0- <3- .f.7d-`pfQ S 3 � <n � OAK S .O-> a (D 7 � 7' N 1p fD O W -. 52' y � . 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Robert Nicetta Telephone (978) 688-9541 Building Commissioner Fax (978) 688-9542 Any appeal shall be filed within (20) days after the date of filing of this notice in the office of the Town Clerk Notice of Decision Year 2003 Property at: for premises at: 75 Park Street c� ra 101 NAME: Marcott Builders, Inc. 1686 Commonwealth Ave., Brighton, MA HEARING(S): 4/16 & 6/10/03 ADDRESS: for premises at: 75 Park Street PETITION: 2003-006 North Andover, MA 01845 TYPING DATE: 6/19/03 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, at 7:30 PM upon the application of Marcott Builders, Inc., 1686 Commonwealth Ave., Brighton, MA, for premises at: 75 Park Street, North Andover requesting a Variance from Section 6, Paragraphs 6.6 (A-1) & 6.6 (D) for relief from the requirements for permanent signs in a residential district. The said premise affected is property with frontage on the South side of Park Street within the R-4 zoning district. The following members were present: Walter F. Soule, Robert P. Ford, Ellen P. McIntyre, George M. Earley, and Joseph D. LaGrasse. Upon a motion by Joseph D. LaGrasse and 2ud by Robert P. Ford, the Board voted to GRANT a Variance from Section 6, Paragraph 6.6 (D) for relief from the requirements for permanent signs: A double sided ground sign at the corner of Park and Osgood Streets, 45"h x 70.5"w x 1.25"t, an accessory ground "Parking" sign, and the and the Clearance 6' 5" wall sign in a residential district per plan of Land on the following conditions: 1. The Plan of Land Mylar is updated to show the exact location on the Plan of Land of all three approved revised signs, 2. The Plan of Land Mylar shows the distance from the lot lines of the double -sided ground sign and the "Parking" sign, 3. The Plan of Land Mylar includes the three approved sign dimensions, heights, and graphics. Voting in favor: Walter F. Soule, Robert P. Ford, George M. Earley, and Joseph D. LaGrasse. Voting against: Ellen P. McIntyre. The Board Finds that the applicant does not need a Variance from Section 6, Paragraph 6.6 (A-1) because the Clearance 6'5" wall sign is allowed, and the applicant has satisfied the provisions of Section 10, paragraph 10.4 and Section 6, Paragraph of the Zoning Bylaw and that the granting of this Variance will not adversely affect the neighborhood or derogate from the intent and purpose of the Zoning Bylaw. Pagel of 2 Board of Appeals 978-688-9$41 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 Town of North AndoverAORT#1 Of "20 ,.1ti Office of the Zoning Board of Appeals Community Development and Services Division ON - VL 27 Charles Street " °►.'� ,r North Andover, Massachusetts 01845 �SSACMus/ D. Robert Nicetta Building Commissioner Telephone (978) 688-9541 Fax (978) 688-9542 Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearing. Decision 2003-006. Page 2 of 2 Town of North Andover Board of Appeals, Walter F. Soule, Vice Chairman Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 "Greenery' will close in August By Jason B. Grosky Staff Writer NORTH ANDOVER —A nursing home for people requiring round-the-clock care will shut down in August, forcing 112 patients into alternate facilities. But why North Andover Skilled Care Center at 75 Park St. is closing is unclear to both town officials and patients' families. Owned by Senior Residential Healthcare of Needham, Chief Operating Officer Earle Lerner blames the closure on an unre- solvable land dispute with HRPT Properties Trust of Newton, Mass. He claims HRPT will no longer allow the facility, for- merly known as The Greenery, to use an adjacent acre of land where the facility's parking lot and outdoor recreational area are located. Lerner said without the land, the facility does not meet town zoning laws and must close. However, William J. Sullivan, chairman of the town's Zoning Board of Appeals, said the board was unaware of any land dis- pute and has had no requests from Lerner's company for help in resolving the issue. Just last week, the company was before the board seeking permission to change its old, outdoor "The Green- ery" signs to "North Andover Skilled Care Center." Repeated calls to HRPT were not returned. The state Department of Public Health was notified Wednes- day of the closure; said Paul I. Dreyer, a director with the state office. As a condition of the closing, the facility will place all of the patients in new facilities located within 25 miles of town, Dreyer said. Today, the nursing home is expected to give the state a list of all patients, their diagnosis and next of kin. Later, the nursing home must submit plans detailing how it will place, and give any needed psychological counseling, its current patients, Dreyer said. Before moving a patient, the nursing home must give his or her family 45 days' advance notice. No more than five patients may be transferred per day, unless the nursing home gets special state approval, Dryer said. The 4,891 -square -foot facility on 21/2 acres was bought by Senior Residential Healthcare in June 2002. Lerner contends the company was unaware the sale did not include the acre of land containing the parking lot and recreational area. Sullivan said he is confused how a such a company wouldn't know the land was not included in the sale. L4 V1 Reprinted from June 17 Out of Control A woman driving this Honda sedan in North Andover yes - day morning told police she accidentally pressed down on accelerator instead of the brake pedal while she was park- , causing her to crash verside of the Den, ger shop on Route Xt to Boston Mar- �ody was hurt in lent, but the ,he shop, Deb- �man, said a UUflowers ong with end tables. �oout people .,,-through Dunkin' marc ricaaeenanitagie-irmune North Andover: A car drove into the flower stand on Rte 114 in North Andover at Boston Market. HOW TO REACH US Phone: (978) 475-7000 Fax: (978) 475 33 Chestnut St., P.O. Box 1986 • Andover, M Email: towncrossings@andovertownsmai Susan Washburn: swashbum@andovertown Linda Yashek Hughes: lhughes @ andovertow Sue Tabb: stabb@andovertownsman.c Clare Coco: ccoco@andovertownsman Display advertising: adsales@andovertown Classified advertising: classads@andovertov ti tic thr( the. believ, criminate time), I fees ---------- " standing it a�«e gems to g ominous_ unmizodde,ro mnor—!�zox. But let m surreal order; each teller at his something, you ne& or her station, the loan officers teller for an extra fastidiously filling out paper- Really beg. work at their neatly organized It doesn't seem desks that display nothing but that banks are in tt hideous family portraits. of selling checking The only thing missing for and that this happe me is the Twilight Zone music. accessory that one i And banks are not places goes along with 1 for children. The looks you get doing said busine when your kids are swinging They are not goi from the ropes that corral you these babies up wit into the proper line (enter here, It must be part exit there!) are pretty telling. employee orientati And they can't fool me with under any circum; the free lollipops; these people out a check reg: are not fond of youngsters. pressed; if pressec If you bring your kids in, give up more tl you're just asking for trouble. strong!" They can't speak louder than a And then be 1 whisper, there are no coin- sent several form operated games or rides, noth- your mother's n Publisher f�„WN oROSSINGS Irving E. Rogers, III General Manager F Ellen Zappala Susan Production & Graphics Columnists Proi Coordinator Robin Ellington An Linda Yashek Hughes Alberto Sobrado Sue Tabb Reporters Shannon Vale Of Gale Batsimm Ma Linda Greenstein Account Executives Laura Schweizer Pauline Fontaine Circi Carol Glidden Le Photographer Clare Coco Production Manager Recepl Christine Wilt Proofreader Wendy Venti HOW TO REACH US Phone: (978) 475-7000 Fax: (978) 475 33 Chestnut St., P.O. Box 1986 • Andover, M Email: towncrossings@andovertownsmai Susan Washburn: swashbum@andovertown Linda Yashek Hughes: lhughes @ andovertow Sue Tabb: stabb@andovertownsman.c Clare Coco: ccoco@andovertownsman Display advertising: adsales@andovertown Classified advertising: classads@andovertov Town of North Andover Z 66�� 'tibtp •0 Office of the Zoning Board of Appeals Community Development and Services Division 27 Charles Street 4 North Andover, Massachusetts 01845 3�SsgCHU � D. Robert Nicetta Telephone (978) 688-9541 Building Commissioner Fax 1 (978) 688-9542 Date TO: Town of North Andover Zoning Board of Appeals 27 Charles Street North Andover MA 0184-5 s M ,—D _r v v�.> Please be advised that I have agreed to waive the time constraints for the ort Mar===; Andover Zoning Board of. Appeals to make a decision regarding the granting of a z N > s =Variance Special Permit; Comprehensive Permit (40B) Finding for property located at: STREET: MEETING DATE(S): NAME OF PETITIONER: Signed: Petitioner (or petitioners reprgt entative) ��CE�YE APRD16 2003 WAIVER BOARD OF AP,p, o c ppeals 978- 683-9541 Building 978-688-9545 Conservation 978-688-9530 .Health 978-688-9540 Planning 978-688-9535 M Ci Town of North Andover a� H�RTN Office of the Zoning Board of Appeals Community Development and Services Division 27 Charles Street �°►;�` �-. North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner TO: Town of North Andover Zoning Board of Appeals 27 Charles Street North Andover MA 01845 Telephone (978) 688-9541 Fax (978)688-9542 Date 8/03 N C� w M W Please be advised that I have agreed to waive the time constraints for the Nwh Andover Zoning Board of. Appeals to make a decision regarding the granting of a o Varianc Special Permit; Comprehensive Permit (40B) Finding for property located at: STREET: TOWN: x6� MEETING DP NAME OF PE' Signed: WAIVER D (� )�oa;als d oV 978- 688-95 41 .Building 978-688-9545 MAR1 1 _ 2002 BOARD OF APPEALS Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 Legal Notice North Andover, Board of Appeals Notice is hereby given that the Board of Appeals will hold a public hearing at the Senior Center, 120R Main Street, North Andover, MA on Tuesday the 1 ld` of March, 2003 at 7:30 PM to all parties interested in the appeal of Marcott Builders, Inc. 1686 Commonwealth Ave., Brighton, MA, for premises at: 75 Park Street, North Andover requesting a Variance from Section 6, Paragraphs 6.6 (A-1) & 6.6 (D) for relief from the requirements for permanent signs in a residential district. The said premise affected is property with frontage on the South side of Park Street within the R-4 zoning district. Plans are available for review at the office of the Building Department 27 Charles Street, North Andover, MA, Monday through Thursday from the hours of 9:00 AM to 2:00 PM. By order of the Board of Appeals William I Sullivan, Chairman Published in the Eagle Tribune on February 24 & March 3, 2003. Legalnotice 2003-006 AL BOARD OF APPEALS q � Town of North Andover NORTM Qt 4�LlD ,�1'i. Office of the Zoning Board of Appeals 0 Community Development and Services Division 1101 27 Charles Street 4 North Andover, Massachusetts 0184.5 'ss„C„us�% D. Robert Nicetta Telephone (978) 688-9541 Building Commissioner Fax (978) 688-9542 Date: 6 -ao— o Dear: MIS,rr. f-f� A , Ide-rS�, Nv2 Guy' 1 y11 As you know, the oning Board of Appeals granted your application for a Variance and/or Special Permit or Finding for premises located at: 75— R r L S f r e e Your 20 -day appeal period will have passed on the following date: 15 1. Once the appeal period has passed, please pick up your Town Clerk -certified copy of the Zoning Board of Appeals decision, and your ZBA Board -signed Mylar (if a Mylar was required) from the Town Clerk's office located at 120 Main Street, North Andover, MA 01845 (978-688-9501) 2. Please make a paper copy of the ZBA Board -signed Mylar. 3. Please bring the Town Clerk -certified copy of the decision & the signed Mylar to the North Essex Registry of Deeds, 381 Common Street, Lawrence, MA 01840 (978-683-2745), as the decision and Mylar must be filed at the Registry of Deeds as soon as possible. .4. Once this is completed, please bring: A. copy of the certified decision, B. a paper copy made from the ZBA Board -signed Mylar, & C. the Registry of Deeds receipt to the Building Department, which is located at 27 Charles Street, North Andover, MA 01845. Failure to file the decision and Mylar with the Registry of Deeds will result in your inability to exercise your variance and/or special permit and your inability to obtain a building permit with the Building Department. "Furthermore, if the rights authorized by the variance are not exercised within one (1) year of the date of the grant, they shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, they shall lapse and may be re-established only after notice and a new hearing." If you have any questions, please feel free to call (978-688-9541) or fax (978-688- 9542), Monday through Thursday, 9:00 AM to 2:00 PM. Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 HP Fax K1220xi Last Transaction Date Time Twe Jul 1 8:54am Fax Sent Identification 816177384624 Log for NORTH ANDOVER 9786889542 Jul 012003 8:55am Duration Pages Result 1:25 3 OK Any appeal shall be filed within (20) days after the date of filing of this notice in the office of the Town Clerk Notice of Decision Year 2003 Property at: for premises at: 75 Park Street NAME: Marcott Builders, Inc. 1686 Commonwealth Ave., Brighton, MA HEARING(S): 4/16 & 6/10/03 ADDRESS: for premises at: 75 Park Street PETITION: 2003-006 North Andover, MA 01845 TYPING DATE: 6/19/03 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, at 7:30 PM upon the application of Marcott Builders, Inc., 1686 Commonwealth Ave., Brighton, MA, for premises at: 75 Park Street, North Andover requesting a Variance from Section 6, Paragraphs 6.6 (A-1) & 6.6 (D) for relief from the requirements for permanent signs in a residential district. The said premise affected is property with frontage on the South side of Park Street within the R-4 zoning district. The following members were present: Walter F. Soule, Robert P. Ford, Ellen P. McIntyre, George M. Earley, and Joseph D. LaGrasse. Upon a motion by Joseph D. LaGrasse and 2nd by Robert P. Ford, the Board voted to GRANT a Variance from Section 6, Paragraph 6,6 (D) for relief from the requirements for permanent signs: A double sided ground sign at the corner of Park and Osgood Streets, 45"h x 70.5"w x 1.25% an accessory ground "Parking" sign, and the and the Clearance 6' 5" wall sign in a residential district per plan of Land on the following conditions: 1. The Plan of Land Mylar is updated to show the exact location on the Plan of Land of all three approved revised signs, 2. The Plan of Land Mylar shows the distance from the lot lines of the double -sided ground sign and the "Parking" sign, 3. The Plan of Land Mylar includes the three approved sign dimensions, heights, and graphics. Voting in favor: Walter F. Soule, Robert P. Ford, George M. Earley, and Joseph D. LaGrasse. Voting against: Ellen P. McIntyre. The Board Finds that the applicant does not need a Variance from Section 6, Paragraph 6.6 (A-1) because the Clearance 6'5" wall sign is allowed, and the applicant has satisfied the provisions of Section 10, paragraph 10.4 and Section 6, Paragraph of the Zoning Bylaw and that the granting of this Variance will not adversely affect the neighborhood or derogate from the intent and purpose of the Zoning Bylaw. Pagel of 2 Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearing. Decision 2003-006. Page 2 of 2 Town of North Andover Board of Appeals, Z"Z Walter F. Soule, Vice Chairman Town of North Andover Office of the Zoning Board of Appeals Post -it® Fax Note 7671 Date � ;� (73 pages - A D. Robert Nicetta n#q Building Commissio co.IPho2 Fax# G,17- 73$- Date TO: Town of North Andover Zoning Board of Appel 27 Charles Street North Andover MA 01845 elephone (978) 688-9541 ax (978) 688-9542 Please be advised that I have agreed to waive the time constraints for the North Andover Zoning Board of Appeals to make a decision regarding the granting of a ' Variance a ermit; Comprehensive Permit (40B), Finding for property located at: J STREET: TOWN: TO MEETING DATE(S): NAME OF PETITI Signed: \l t1h e. U )Ila Y-, C 0 (or petitioner's rep�ntative) jF R Board of Ap78- 688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-953 �) VI 1 � 1003 S0;' .RD Or APPEALS May 13 03 09:33a Rico Gilberti 6177385783 p.l 60 7"r Marcott Builders Corp. DATE: PLEASE DELIVER THE FOLLOWING PAGE(S) TO: NAME: COMPANY: FAX NUMBER: ��� 6 y9 PAGE 1 OF FROM:.��� `.;. FAX NUMBER (617) 738-4624 / (617) 738-5783 COMMENTS: /b Cox, 60�2m "TO If you did not receive all of the pages transmitted or you have any questions please call (617) 738-5100. I� MAY 11a8onwealtn Avenue •Brighton. VIA 02135-5601 • tel, 1617) 738-1222 fax: (617) 738.462 A suUsidiarY of COa11inr9Nal %Villgaie ConlpvlY. 11 1C. BOARD OF APPEALS vi SCI -D �1-9 7 5 � 5 'a 03 � ; 30 Sr C�r 2324 Turnpike Street PUBLIC HEARINGS North Andover Zoning Board of Appeals Regular Meeting VVN Li Senior Center, 120R Main Street, North Andover, Massachusetts 01845 Time: 7:30 PM For premises at: 144-46 & 148-50 Waverley Road Request District # = Members who have heard evidence * = Voted to continue For premises at: 75 Park Street Forest Glen Development, Inc: Comprehensive Permit R-1 For premises at: Lot A (Parcel 39) Forest Street Forest Glen I Forest Glen Development, Inc. Comprehensive Permit R-1 For premises at: Lot C (Parcel 71) Forest Street Forest Glen II James M. & Anna B. Loean Variance & Special Permit R-1 350 Forest Street pennace Variance R-2 A ')&Nerations and vote on any is- c�d on the age 4- TOWN OF NORTH ANDOVER VARIANCE ZONING BOARD OF APPEALSYom: s' 4yy r�� Procedure & Requirements For an Application for a Variance Ten (10) copies of the following information must be submitted thirty (30) days prior to the first public hearing. Failure to submit the required information within the time periods prescribed may result in a dismissal by the Zoning Board of an application as incomplete. The information herein is an abstract of more specific requirements listed in the Zoning Board Rules and Regulations and is not meant to supersede them. Items that are underlined will be completed by the Town. STEP 1: ADMINISTRATOR PERMIT DENIAL: The petitioner applies for a Building Permit and receives a Permit Denial form completed by the Building Commissioner. STEP 2: VARIANCE APPLICATION FORM: Petitioner completes an application form to petition the Board of Appeals for a Variance. All information as required in items 1 through and including 11 shall be completed. Step 3: PLAN PREPARATION: Petitioner submits all of the required plan information as cited in item 10 page 4 of this form. STEP 4: SUBMIT APPLICATION: Petitioner submits one (1) original of all the required information and 10 xerox copies to the ZBA Secretary. The original will be stamped by the Town Clerk certifying the time and date of filing. The remaining ten copies will remain at the office of the Zoning Board of Appeals secretary. STEP 5: LIST OF PARTIES IN INTEREST: Once the petitioner submits all of the required information, the petitioner requests from the Assessors Office a certified list of Parties in Interest (abutters). IMPORTANT PHONE NUMBERS: 978-688-9541 Zoning Board of Appeals Office 978-688-9501 Town Clerk's Office 978-688-9545 Building Department STEP 6: SCHEDULING OF HEARING AND PREPARATION OF LEGAL NOTICE: The Office of the Zoning Board of Appeals schedules the applicant for a hearing date and prepares the legal notice for mailing to the parties in interest (abutters) and for publication in the newspaper. The petitioner is notified that the legal notice has been prepared and the cost of the Party in Interest fee. STEP 7: DELIVERY OF LEGAL NOTICE TO NEWSPAPER/PARTY IN INTEREST FEE: The petitioner picks up the legal notice from the Office of the Zoning Board of Appeals and delivers the legal notice to the local newspaper for publication. STEP 8: PUBLIC HEARING BEFORE THE ZONING BOARD OF APPEALS: The petitioner should appear in his/her behalf, or be represented by an agent or attorney. In the absence of any appearance without due cause on behalf of the petitioner, the Board shall decide on the matter by using the information it has otherwise received. STEP 9: DECISION: After the hearing, a copy of the Board's decision will be sent to all parties in interest. Any appeal of the Board's decision may be made pursuant to Massachusetts General Laws ch. 40A sec. 17, within twenty (20) days after the decision is filed with the Town Clerk. Step 10: RECORDING CERTIFICATE OF DECISION PLANS. The petitioner is responsible for recording certification of the decision and any accompanying plans at the Essex County North Registry of Deeds, Lawrence Massachusetts, and shall complete the Certification of Recording form and forward it to the Zoning Board of Appeals and the Building Department Office. cn - Q73 rrl l — CT- :k= D r- r �-� n o rTi r �Cno <�XrTjl _-r_ .=> cn Page 2 of 4 Application for a VARIANCE Zoning Board of Appeals 1. Petitioner: Name, address and telephone number.- Marcott Builders, Inc. 1686 Commonwealth Ave. Brighton, MA 02135 (617) 738-1222 The petitioner shall be entered on the legal notice and the decision as entered above. 2. Owners of Land: Name, Address and Telephone number and number of years under this ownership: Senior Residential Care 63 Kendrick St., Needham, MA02494 (781) 707-9000 Years Owned Land: 1 year (+-) 3. Location of Property: a. Street: 75 Park St. Zoning District R-4 b. Assessors: Map number 85 Lot Number: 13 c. Registry of Deeds: Book Number Page Number: 4. Zoning Sections under which the petition for the Variance is made. J-1 Variance for sign 'Refer to the Permit Denial and Zoning By -Law Plan Review as supplied by the Building Commissioner 5. Describe the Variance request Replace existing signs with new signs with new verbiage of site description. "The above description shall be used for the purpose of the legal notice and decision. A more detailed description is required pursuant to the Zoning Board Rules and Regulations as cited on page 4 of this application. Failure by the applicant to clearly describe the request may result in a decision that does not address the intent of the applicant. The decision will be limited to the request by the applicant and will not involve additional items not included above. 6a, Difference from Zoning By -Law requirements: Indicate the dimensions that will not meet current Zoning By -Law Requirements. (A and B are in the case of a lot split) Lot Area Open Space Percent Lot Frontage Parking Minimum Lot set Back Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear A. N/A % N/A B. Page 3 of 4 Application for a VAIRIANC Zoning Board of Appeals 6. b. Existing Lot: Lot Area Open Space Percent Lot Sq. Ft. Sq. Ft. Coverage NOT CHANGED % c. Proposed Lot (S): Frontage Parking * Minimum Lot set Back Feet Spaces Front Side A Side B Rear Lot Area Open Space Percent Lot Frontage Parking Minimum Lot set Back * Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear N / A % --- d. Required Lot: (As required by Zoning By -Law) Lot Area Open Space Percent Lot Frontage Parking * Minimum Lot set Back Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear N/A % = 7. a. Existing Buildings: Ground Floor Number of Total Use of Square feet Floors Sq. feet Building* NO CHANGES *Reference Uses from the Zoning By -Law. State number of units in building. b. Proposed Buildings: Ground Floor Number of Total Use of Square feet Floors Sq. feet Building* N/A *Reference Uses from the Zoning By -Law. State number of units in building. 8. Petitioner and Landowner signature (s): Every application for a Variance shall be made on this form which is the official form of the Zoning Board of Appeals. Every application shall be filed with the Town Clerk's Office. It.shall be -the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or the Zoning Board of Appea does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing an (� al 6tificatio .Failure omply vo5lth application requirements, as cited herein and in the Zoning Board Rules and g � Regulations may result in a dismissal y e o mg Bo d of thi pli tion as incomplete. above name (s) here David A. Guilmet �c-19-02 16:17 PIN ,�.,:....;;..; Zoning Bylaw Dental Town Of North Andover Building Department ' 27 Charles St. North Andover, MA. 01845 Phone 978.6889545 Fax 978.688-9642 rN novro La! A.tl tj i C. to S Date: 1 l a— I�T -- o d Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: P.02 Remedy for the above is checked below. Item # Special Permits Planning Board Item Notes Setback Variance Item Notes A Lot Area Common DrbL(May Special Permit F Frontage Variance for Sign 1 Lot area Insufficient Independent Bderly Housing Special Permit 1 Frontage Insufficient Earth Removal Special Permit Z8A 2 Lot Area Preexisting t. s 2 Frontage Complies Special Permit preexisting honconformin 3 Lot Area Complies 3 Preexisting frontage 4 Insufficient Information 4 Insufficient Information B Use S No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting y -e— S 2 Complies 4 Special Permit Required 3 Preexisting CBA E S 6 Insufficient Information 4 1 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height -e S 4 Right Side Insufficient 4 Insufficient Information 6 Rear Insufficient I Building Coverage 6 Preexisting setbacks '1 S 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 Coverage PreexiSting 4-e 5 1 Not in Watershed a S 4 Insufficient Information 2 In Watershed J Sign 3 Lot priorto 10/24/94 1 Sign not allowed e- 4 Zone to be Determined 2 Sign Complies 6 Insufficient Information 3 Insufficient Information E Historic District K Parking 1 In District review required 1 More Parking Required 2 Not in district S 2 Parking Complies 3 Insufficient Information 13 Insufficient Information 4 1 Pre-existing Parkin Remedy for the above is checked below. Item # Special Permits Planning Board Item tr Variance Site Plan Review Special Permit Setback Variance Access other than Frontime Special Permit Parking Variance Fronts a Exception Lot Special Permit Lot Area Variance Common DrbL(May Special Permit Height Variance Congregailte Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board Independent Bderly Housing Special Permit Special Permit Non -Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit Z8A Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit S aqui Permit for Sign R•6 Density Special Permit Special Permit preexisting honconformin Watershed Special Permit The above reviewaM attached a0arratbn of such is based on the plans and information submitted. No definitive revlewand or advice shall be based on verbal explanations by the applicant nor Gran such verbal explanations by the applicant sarve to provide definitive anaeers to the above ro om for DENIAL. Any Inaccuracies, misleading information, or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the auuding Department. The attached document ti*d'Plan Revim Narrative shell be attached hereto and kx.orporated herein by reference. The building depattrnerd vA retain ell plans and dowmentation for the above file. You must file anew bidding pemdt application fat and begin the permitting process. Building R�rrt Official Signature /a-0cR. /.2-/9-©;z Applicatlon Received Application Denied Denial Sent: If Faxed Phone Number/Date: Dec -19-02 16:17 Plan Review Na nm ive The following narrative is provided to further explain.the reasons for denial for the apPlicstion/ Permit for the property indicated on the reverse side: 7 = 2d/v N L�714' rc_ Iowa to �b.G-7 C3� ONS mrl�a-f�� aCG�r�$ Gl7n�er fi�.+G%Jvae mr 4PPOOM4 ",e- 1LeA jrS%--5 SULA-G! �) cSIta i� mrl+__%Ja•,rd,vn.j aof jj,oParvc:e 61 N -Ca � a N r v a AP IN V48 40 u r, C S� S 0 4 rt f acD r+e a !s A Wal -fie r- /DJ,Sr!S m +` �':_Or/l�rfi/d/✓ Pl^ dNU/YwJaNd ,NCIO01, ! N / 46 �lntr el /j I v7 v ti eQ dd Q, }�— I �oJ3alrt, �u all . w a l l p Ca es Referred To: Fire Police I L.42oninaBoard Conservation I Depeirtment or Nblic Works Planning Historical Commission Other BUILDING DEFT P.03 M Leiis-- - 1,ylle 6- 1ji d� ire 1A ` D �Q n f f TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE- OF SUBJECT PROPERTY lVo A&alvex -7 MAP PAR # NAME ADDRESS 8s / 3 ABUTTERS: wle�KA, J/ �13 AN SK'6-A 0A 5 06 ZW/ QJ2Ui0l C�ASAAil- (17 e-bi 3— i✓�L)L.A, Z6FrI2)9-A,16LD �z-,e- ZAZI�RIA) 4.2 15- jlzl I s IXe 14-5� 5 1)77? 4 :2 So /Li10=:A: /.z a 711 -?A VyevQ I S-qF1(F,40v-.4AJ-1 0ZC--rnV -�j 1/3 /rA /,S A, 1:5 1 4iA)Z�Z V2 Z 5-36 CERT. BY: DATE: Certified lby— oat I ///,6/cs Board f A or orthAndover ■ :u f «nn�reonvnirCARE C m2 -4 y�0 j I 000\ o-% ova% w ..o Qlin 0 1 so so so 0 z � r.L CL a 20 46 Oo 4 0 n CA) (0 CL z N0) 0 V V W W W .� � 4N C � V V V � V ,I C �X0 � CO) r—' co �. a. , "17 w L r T !A WIN , "17 w I ' t a=, ,� �"'^�'� `"��•. `'fit � - i 's. � . - h TS T May 13 03 09:33a Rico Gilberti 6177385783 p.3 fl l MAY 13 2003 D BOARD OF APPEALS May 13 03 09:33a Rico Gilberti 6177385783 p.2 Scalp: 1:10.06 H:'75.pCi$ L: 75:ri56 in : . ::UQB3WOBSx.GR£EY17.PI-T 5/12/03-*••1' he Greene#V - NOM Andover - 8196 02b.ALT.. .. �.___._..._.._...._ .. ,..• u_ . . "North.:. wr1.d•O�Q� ' .: ,,�•~•" >:;: art ���lor . •• � . ti';: • �� SI A: wgis' 91d d . >:. sletod:::M h1to palntod Uaroo TIlne Pain#.o . t�o1d � •� -.�: r.:�±�e�r' _ .. d . Vis' �;`:`•',�.'d • : �:.r.,• ; : Jam='. ^.•''•' .'.,i �:."• • �. �. ' p�C�C�•�df�� . MAY 1 3 2003 D BOARD Or APPEALS I v ,00�� %f an v 01 f V V PAGE 4OF4 9. WRITTEN DOCUMENTATION Application for a variance must be supported by a legibly written or typed memorandum setting forth in detail all facts relied upon. When requesting a variance from the requirements of MGLA ch. 40A, Sec. 10.4 of the North Andover Zoning By -Law all dimensional requirements shall be clearly identified and factually supported and addressing each of the following points individually is required with this application. 8 C 0 E. F The particular use proposed for the land or structure. The circumstances relating to soil conditions, shape or topography of such land or structures especially affecting the property for which the variance is sought . which do not affect generally the zoning district in which the property is located. Facts which make up the substantial hardship, financial or otherwise, which results from literal enforcement of the applicable zoning restrictions with respect to the land or building for which the variance is sought. Facts relied upon to support a finding that relief sought will be desirable and without substantial detriment to the public good. Facts relied upon to support a finding that relief sought may be given without nullifying or substantially derogating from the intent or purpose of the zoning bylaw. Submit RDA from Conservation Commission when Continuous Buildable Area is applied for in ZBA application. 10. Plan of Land Each application to the Zoning Board of Appeals shall be accompanied by the following described plan. Plans must be submitted with this application to the Town Clerk's Office and ZBA secretary at least thirty (30) days prior to the public hearing before the Zoning Board of Appeals. 10 A. Major Projects Major projects are those which involve one of the following whether existing or proposed: a) five or more parking spaces, b) three or more dwelling units, and c) 2000 square feet or more of building area. Minor projects that are less than the above limits shall require only the plan information as indicated with an asterisks ("). In some cases further information may be required 10 B. Plan Specifications: a) Size of plan: Ten (10 ) copies of a plan not to exceed 11 "x17", preferred scale of 1'=40'. b) Plan prepared by a Registered Professional Engineer and/or Land Surveyor, with a block for five (5) ZBA signatures and date indicated on mylar. VARIANCE 10 C. FEATURES TO BE INDICATED ON PLAN: A. Site Orientation shall include: 1. North point 2. zoning district (s) 3. names of streets 4. wetlands to be shown on plan (if applicable) 5. abutters of property, within 300 foot radius 6. location of buildings on adjacent properties within 50' from applicants proposed structure 7. deed restrictions, easements B. Legend & Graphic Aids: 1. Proposed features in solid lines & outlined in red 2. Existing features to be removed in dashed lines 3. Graphic Scales 4. Date of Plan 5. Title of Plan 6. Names/addresses/phone numbers of the applicant, owner of record, and designer or surveyor. 10 D. FURTHER REQUIREMENTS: Major Projects shall require that in addition to the above features, plans must show detailed utilities, soils, and topographic information. A set of building elevation and interior of building plans shall be required when the application involves new construction/conversion/ and/or a proposed change in use. Elevation plans for minor projects including decks, sheds, & garages shall be included with a side view depicted on the plot plan, which includes a ground level elevation. 11. APPLICATION FILING FEES A. Notification Fees: Applicant is to send by certified -mail all legal notices to all abutters, and then supply proof of mailing to the ZBA secretary. Applicant is to supply stamps (appropriate current postage) for mailing of decisions to all parties in interest as identified in MGLA ch. 40A, sec. 11 as listed on the application. ZBA Secretary will compute number of stamps. B. Applicant is to supply one (1) set of addressed labels of abutters to ZBA Secretary who will mail, decisions to abutters and parties in interest. C. Administrative fee of $50.00 per application. A Variance once granted by the ZBA will lapse in one (1) year if not exercised and a new petition must be submitted For an Application for a Variance Ten (10) copies of the following information must be submitted thirty 30) days prior to the first public hearing. Failure to submit the required information within the time periods prescribed may result in a dismissal by the Zoning Board of an application as incomalete. The information herein is an abstract of more specific requirements listed in the Zoning Board Rules and Regulations and is not meant to supersede them. Items that are underlined will be completed by the Town. STEP 1: ADMINISTRATOR PERMIT DENIAL: The petitioner applies for a Building Permit and receives a Permit Denial form completed by the Building Commissioner. STEP 2: VARIANCE APPLICATION FORM: Petitioner completes an application form to petition the Board of Appeals for a Variance. All information as required in items 1 through and including 11 shall. be completed. Step 3: PLAN PREPARATION: Petitioner submits all of the required plan information as cited in item 10 page 4 of this form. STEP 4: SUBMIT APPLICATION: Petitioner submits one (1) original of all the required information and 10 xerox copies to the ZBA Secretary. The original will be stamped by the Town Clerk certifying the time and date of filing. The remaining ten copies will remain at the office of the Zoning Board of Appeals secretary. STEP 5: LIST OF PARTIES IN INTEREST: Once the petitioner submits all of the required information, the petitioner requests from the Assessors Office a certified list of Parties in Interest (abutters). STEP 6: SCHEDULING OF HEARING AND PREPARATION OF LEGAL NOTICE: The Office of the Zoning Board of Appeals schedules the applicant for a hearing date and prepares the legal notice for mailing to the parties in interest (abutters) and for publication in the newspaper. The petitioner is notified that the legal notice has been prepared and the cost of the Party in Interest fee. STEP 7: DELIVERY OF LEGAL NOTICE TO NEWSPAPERIPARTY IN INTEREST FEE: The petitioner picks up the legal notice from the Office of the Zoning Board of Appeals and delivers the legal notice to the local newspaper for publication. STEP 8: PUBLIC HEARING BEFORE THE ZONING BOARD OF APPEALS: The petitioner should appear in his/her behalf, or be represented by an agent or attorney. In the absence of any appearance without due cause on behalf of the petitioner, the Board shall decide on the matter by using the information it has otherwise received. STEP 9: DECISION: After the hearing, a copy of the Board's decision will be sent to all parties in interest. Any appeal of the Board's decision may be made pursuant to Massachusetts General Laws ch. 40A sec. 17, within twenty (20) days after the decision is filed with the Town Clerk. Step 10: RECORDING CERTIFICATE OF DECISION PLANS. The petitioner is responsible for recording certification of the decision and any accompanying plans at the Essex County North Registry of Deeds, Lawrence Massachusetts, and shall complete the Certification of Recording form and forward it to the Zoning Board of Appeals and the Building Department Office. TOWN OF NORTH ANDOVER VARIANCE t IMPORTANT PHONE NUMBERS: ZONING BOARD OF APPEALSL 978-688-9541 Zoning Board of Appeals Office — _.. a' 978-688-9501 Town Clerk's Office Procedure & Requirements ` = -� > - r 7' For an Application for a Variance Ten (10) copies of the following information must be submitted thirty 30) days prior to the first public hearing. Failure to submit the required information within the time periods prescribed may result in a dismissal by the Zoning Board of an application as incomalete. The information herein is an abstract of more specific requirements listed in the Zoning Board Rules and Regulations and is not meant to supersede them. Items that are underlined will be completed by the Town. STEP 1: ADMINISTRATOR PERMIT DENIAL: The petitioner applies for a Building Permit and receives a Permit Denial form completed by the Building Commissioner. STEP 2: VARIANCE APPLICATION FORM: Petitioner completes an application form to petition the Board of Appeals for a Variance. All information as required in items 1 through and including 11 shall. be completed. Step 3: PLAN PREPARATION: Petitioner submits all of the required plan information as cited in item 10 page 4 of this form. STEP 4: SUBMIT APPLICATION: Petitioner submits one (1) original of all the required information and 10 xerox copies to the ZBA Secretary. The original will be stamped by the Town Clerk certifying the time and date of filing. The remaining ten copies will remain at the office of the Zoning Board of Appeals secretary. STEP 5: LIST OF PARTIES IN INTEREST: Once the petitioner submits all of the required information, the petitioner requests from the Assessors Office a certified list of Parties in Interest (abutters). STEP 6: SCHEDULING OF HEARING AND PREPARATION OF LEGAL NOTICE: The Office of the Zoning Board of Appeals schedules the applicant for a hearing date and prepares the legal notice for mailing to the parties in interest (abutters) and for publication in the newspaper. The petitioner is notified that the legal notice has been prepared and the cost of the Party in Interest fee. STEP 7: DELIVERY OF LEGAL NOTICE TO NEWSPAPERIPARTY IN INTEREST FEE: The petitioner picks up the legal notice from the Office of the Zoning Board of Appeals and delivers the legal notice to the local newspaper for publication. STEP 8: PUBLIC HEARING BEFORE THE ZONING BOARD OF APPEALS: The petitioner should appear in his/her behalf, or be represented by an agent or attorney. In the absence of any appearance without due cause on behalf of the petitioner, the Board shall decide on the matter by using the information it has otherwise received. STEP 9: DECISION: After the hearing, a copy of the Board's decision will be sent to all parties in interest. Any appeal of the Board's decision may be made pursuant to Massachusetts General Laws ch. 40A sec. 17, within twenty (20) days after the decision is filed with the Town Clerk. Step 10: RECORDING CERTIFICATE OF DECISION PLANS. The petitioner is responsible for recording certification of the decision and any accompanying plans at the Essex County North Registry of Deeds, Lawrence Massachusetts, and shall complete the Certification of Recording form and forward it to the Zoning Board of Appeals and the Building Department Office. IMPORTANT PHONE NUMBERS: CD C- , 978-688-9541 Zoning Board of Appeals Office — _.. a' 978-688-9501 Town Clerk's Office ` = -� > - r 7' 978-688-9545 Building Department D zi (f) , C cn b r o M'"> t CD Page 2r of 4 Application for a VARIANCE ..... ............ ... ...... Zoning Board of Appeals 1. Petitioner: Name, address and telephone number: Marcott Builders, Inc. 1686 Commonwealth Ave. Brighton, MA 02135 (617) 738-1222 `The petitioner shall be entered on the legal notice and the decision as entered above. 2. Owners of Land: Name, Address and Telephone number and number of years under this ownership: Senior Residential Care 63 Kendrick St., Needham, MA02494 (781) 707-9000 Years Owned Land: 1 year (+-) 3. Location of Property: a. Street: 75 Park St. Zoning District R-4 b. Assessors: Map number 85 Lot Number: 13 c. Registry of Deeds: Book Number Page Number.-------- 4. umber: 4. Zoning Sections under which the petition for the Variance is made. J-1 Variance for sign `Refer to the Permit Denial and Zoning By -Law Plan Review as supplied by the Building Commissioner 5. Describe the Variance request Replace existing signs with new signs with new verbiage of site description. "The above description shall be used for the purpose of the legal notice and decision. A more detailed description is required pursuant to the Zoning Board Rules and Regulations as cited on page 4 of this application. Failure by the applicant to clearly describe the request may result in a decision that does not address the intent of the applicant. The decision will be limited to the request by the applicant and will not involve additional items not included above. 6a, Difference from Zoning By -Law requirements: Ipdicate the dimensions that will not meet current Zoning By -Law Requirements. (A and B are in the case of a lot split) Lot Area Open Space Percent Lot Frontage Parking Minimum Lot set Back' Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear A. N/A % N/A B. % Page 3 of 4 Application for a VARIANCE Zoning Board of Appeals 6. b. Existing Lot: Lot Area Open Space Percent Lot Frontage Parking Sq. Ft. Sq. Ft. Coverage Feet Spaces NOT CHANGED % c. Proposed Lot (S): Lot Area Open Space Percent Lot Frontage Parking Sq. Ft. Sq. Ft. Coverage Feet Spaces N/A % " Minimum Lot set Back Front Side A Side B Rear " Minimum Lot set Back" Front Side A Side B Rear d. Required Lot: (As required by Zoning By -Law) Lot Area Open Space Percent Lot Frontage Parking Minimum Lot set Back Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear N/A % — 7. a. Existing Buildings: Ground Floor Number of Total Use of Square feet Floors Sq. feet Building* NO CHANGES *Reference Uses from the Zoning By -Law. State number of units in building. b. Proposed Buildings: Ground Floor Number of Total Use of Square feet Floors Sq. feet Building* N/A 'Reference Uses from the Zoning By -Law. State number of units in building. 8. Petitioner and Landowner signature (s): Every application for a Variance shall be made on this form which is the official form of the Zoning Board of Appeals. Every application shall be filed with the Town Clerk's Office. It.shall be.the responsibility of.the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Cieror the Zoning Board Appeals�d es not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for fili d legs fiotific io . allure to o fnplywith application requirements, as cited herein and in the Zoning Board Rules and Regulations may result in a disrby thninoar this ap li tion as incomplete. Type above name (s) here David Ail Guilmet Dec -19-02 16:17 �•.:.. •.,.;. o' Zoning Bylaw Dental Town Of North Andover Building Department 27 Charles St. North Andover, MA. 01845 Phone 978.68&9545 Fax 978-688-9642 Fa Request: - cZ �hovN�t1ro 8 - 3 la!latl SIGN S Date: I a — 14 "' p R Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: --m? — ronin Item Notes Site Plan Review 9 1 Permit Item Notes A Lot Area Lot Area Variance F Frontage CongreWe Housing Special Permit 1 Lot area Insufficient Special Permits Zoning Board t Frontage insufficient Large Estate Condo Special Permit 2 Lot Area Preexisting Special Permit Use not Listed but Similar 2 Frontage Complies R-6 Density Special Permit 3 Lot Area Complies 3 Preexisting frontage 4(r S 4 Insufficient Information 4 insufficient Information B 1 use 3 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting y S 1 2 Com lies Special Permit Required 3 Preexisti CBA 5 6 insufficient Information 4 Insufficient information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side insufficient 3 Preexisting Haight e. S 4 Right Side Insufficient 4 Insufficient Information 6 Rear Insufficient I Building Coverage 6 Preexisting setbacks '1 G S 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 Coverage Preexisting 4,e S 1 Not In Watershed c 4 Insufficient Information 2 in Watershed j Sign 3 Lot priorto 10/24/94 1 Sign not allowed Lf.c 4 Zone to be Determined 2 Sign Com iss S Insufficient Information 3 Insufficient Information E Historic District K Parking 1 In District review required 1 More Parking R uired 2 Not in district 11 ,e 1� 2 Parking Complies 3 Insufficierd Information 3 Insufficient Information 4 Pro -existing Parkin Remedy for the above is checked below. ttem o Special Permits Planning Board Item f Variance Site Plan Review 9 1 Permit Setback Variance Access outer than Frontlage Special Permit Parking Variance Frontalie Exception Lot S ectal Permit Lot Area Variance Common Drive"Special Permit Height Variance CongreWe Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board Independent Elderly Housing Special Permit Spada] Permit Non -Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit S ecial Permit tqr Si n R-6 Density Special Permit Special Pernk preexisting nonconforming Watershed Special Permit The above review and attached 00anatlon of such is based on the plans and information submitted. No defiriff" revlew and or advice shall be based on verbal explanations by the applicant nor $nail such verbal explanations by the applicant serve to provide definitive answersto the above rea$ona for DENIAL. Arry Inaccuracles• misleed'ng informslioN or other eubaequent changes to the information submittal by the, applicant OW be grounds for this review to W voided st the discretion of the Building Department. The attached document tftd'Plan RevieW Narrative shall be attached hereto and incorporated herein by reference. The bung department will retain Bit plans and documentation for the above file. You must @e a.new building permit application form and boon the prssmitting process. SO dins Prd Official Signature ia-&)a. 1a-19-0 a Applicatlon Received Application Denied Denial Sent : If Faxed Phone Number/Dade: P.02 Dec -19-02 16:17 Plan Review Narrative The following narrative Is provided to further explaInUm reasons for denial for the application/ permit for the property Indicated on the reverse side: O"n ) Cas C�N� C�7sr r% mr,tn!-fco� �o �acJj �f m 0 w h i C -h `41 re ,k -em i s -S h.,t� s •ff.�c�'+O� mJr i'+oc_JlOu� _•t/rte j / 41 N , ^� 7�� N dpenss�i7� i11d,� r- iCl/r-a/ rr�/�• a� U GJ- ��`' �� J`•GNIrS�S c�uG�-l? n.� cSnai� Other BUILDING DEFT s mr,��a.�to,uaj aoi r„oparuc�i st n� S oea atr a N r~t MA4W, /b W VA 4-0 u t� S/ S v4 r-1- a rANl5 ^e 7�r`ra rer q f t•�-244Oces 'D �. o �cCR 5 It,,o v ti ck Q q;LG-t/— I no V..l4Q . u all+/— i WAAL o 13, jl - I w aN o [P L W A. I to ti3 7 . `{ ly F� Referred To: Fire Police oni Board Conservation De rtment or Pubic Works Planning Historical Commission Other BUILDING DEFT P.03 ,M TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE OF SUBJECT PROPERTY /�a �%,�dV�j� �(; �� � yj� ` OVXlg e MAP PAR # NAME ADDRESS 8� 3 ABUTTERS: 5' I I � ' ✓�L•� �J -' "' , 1�� � �- I3 DA A v= 3 ,vim c < 106 I E86%2Ae�jTC ! 0-S4 P74 S 5 � � %�ic` ;>iz ��F/'✓ 2Uc� � OCG=�r.D S Iq I iy/6�n.�j1J C'�t dry l7�J v�J I �� .92 S,4 1/0 I - 1l3 1 nib r CgS c a�v�1C0 I -'k I aLa I r4 CIle, ,yore 7� I U� `� 5� i � � I � N�'/C /tic�tv7` 1..�1 rye S I �D C'a-�n•�` S - 1 2,4Aa?p, ` I n &�,n i i I i i CERT. B.Y :_ DATE: Certified pate //A /43 Board A or �orth Andover TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE OF SUBJECT PROPERTY �p �ivdUV�f2 �� - P ?� r MAP PAR #I NAME ADDRESS i 85 3 ABUTTERS: / 6,o —tC La - r3 13 ! Ch{ 5��3 Cl, C' �Z. ' �vo�c�L 6 C�<d-tD 5- 1 I P,111 0L� 6-Frl2)2),6L O I - «s1f;t,,7- �� S I Q I IV -9 A2 ' 130 5 Jed 3"�1�aiti ,q �O I J�TI` -' 13/ 1 rIIAO h'qm4, ,0 Z -6'6'I S U P14,9 S,4 AJ7 1/3 I zV a I ._ I �yc e177AMAS o-aiVC I i 1 I j I I I CERT. BY: DATE: Grtified� Date ��b /43 Board A or \orth Andover TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE 7 OF SUBJECT PROPERTY 1216 �ivczoV�yL �le MAP PAR # NAME ADDRESS 8yi 3 ABUTTERS: / 5� �` I ��ati %f 2, 0 `�✓moi C-_ 2- P ll' 5' I OLA iLi S 1213 1 Z hN SK'E-A 0A t)T c- 106 tAcK E66YLAN M, a.,fTc /c:7iS4,AJ-7- 5' I %�i c ` 7�L .� /��✓ nuc `� o D �s7` of (' crb o D 1 PA v LA g"FrR )2-)U6L s I = 6 )0l6;t :4w7--u�7� LS eAJ 'j d ,-EA� s0IU A /�Z 1/3 I nib rx «s' c a�v�IL I� a I e a N� un l� P ce s vn S S I n 1 5 �'l l�v�✓/� I n &n - i I i I I i I CERT. BY: DATE: Cwrtified ��`' 09te //-b /43 Board A or orth Andover TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE 7 OF SUBJECT PROPERTY I?lo X�uleveg MAP PAR #1 NAME ADDRESS 8� ABUTTERS: / p/ cir✓J� ' I �/� I �� �� v'�✓moi C_ I 2 �- �/ ; � .i� � . 5' OLA AJ �f31 T6 hN D A 13 D e -to 5 I l I PAULA 1ZCFr9g A1z)t)6LD 4w7- :4w7- go 5 1 .Ovl- L i S& WTd&N SC-RPI6)Z o" 0s � 1/3 I 4,4 l&/b C21 «s' • c 0A)4ZV �ycCom,4s o-aivc I Un . . vn S 95- elwL i L I I i CERT. BY: DATE: Wfied Oft Board A or �orth Andover TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE 7 OF SUBJECT PROPERTY /f�o �r„�xOV�yL J!�% �� y� ry - MAP [fil- PAR #1 NAME ADDRESS 3 ABUTTERS: / -Al 0'/'✓moi �3 ✓OLf� A,)�, I � hN X 0A s -� 3 s 1 �r 62- 106 t AcK6Bdr,-A N iO/c%7i S4 Al 3 C�,� rrn�ci o-URle-, 1 6,T;np /CG 7�1/��✓ /Luck" ioCr� E7 - 7-wC. L") Lit/ 1 6 OG,Fo D i i -A v LA ArZA)6L D I — 6 0'� l S4:r/7- 7~ i51-1z-x)12,4e 411.0 L.4r/ d/0 5 1 ,ov z Z - t I d 3A1So/J .�i r'Za 711I" yrra�vD L� I - Pig' S�4 �7 k' 1/0 I S�4n o n T€'�JS��/ 1 s 0sl� _ ,2TC,Z�6 11/3 �� j s I/ I f�� ��s , c a�UALI% -'�OL 1 -- o'> cCe w"As o o/VC I cc U 1L J gyp' Ill I /�CCS %'� P u 4D� 1Un c I? fi�l S I2<2 1 &�,X; I i I I I I 1 CERT. BY: DATE: Grtified Board A or orth Andover TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE OF SUBJECT. PROPERTY MAP j PAR #I NAME ADDRESS 8� 3 ABUTTERS: / M� P e( �ZOLA) 5' 12/3 1 T kN � x � D s - s /&?iAIT 4 I c � • �r �a/LA � � �� i � � 'off � saw- � , 3 3 0 ' ivouuL a z o I PA v L� 6-FrR n)vaL o 6 l C -A sww7 - 97'- 5- jq I IV4,z yl ��J �� dru L�9r/ d7v I �"� 5f2 5 1 v Z,4 5- 136 1d:?� s A : vn, arz pl�h'r 5 I d 3^A So /1% ''A i2 a I 4/7- S <A WtA)D � I - S q PICX S.4 /L/7 r 110 I SAA �?o n T€'/JS�/i� I s igS>� 1/3 745- •_ I �-� > yc�` ar�r4S o -a rv� 1 Un A e6 0 S 95 - CERT. CERT. BY : DATE: �1 _ Ca ified 1� ort ��,6 /Gaff Board f A or ,\Orth Andover J TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE OF SUBJECT PROPERTY � OVX 4 J I MAP PAR # NAME ADDRESS 6 ABUTTERS: / .� I � - I �lo�) �' ' I �� P/ ,Cels✓ ,/0/ A) � � ��, e � r` 1 �/3 v �t n� !� DAYS I I Y• l n v S 7' /� � �C�it'L Sl � e ''>z/T 13 CGS I �? ' iLo-Lu �n ( 6 D dt,p S 5" I o PA OLA CFFR p I — 6 2-- l t:A Sww7- S��- S I � I /�16�i?. �l �l� C'�n � diu fir/ • dnJ I �� A2 5 I I � J d -1'� osae-oV - 8." ; c- yc�- aYyi45 D u L 4'D6 I UJz S I n 1 5�-Iel n I i I � I CERT. BY: DATE: Certified oat��b /cs Board A or �orth Andover TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE OF SUBJECT PROPERTY veg �(;' <Pc . nth 74 P 111/2 = MAP I PAR #I NAME ADDRESS 85 3 ABUTTERS: / • I /oAJ ��' d p� G!r✓ zf3 ! hN K D /621,111,17- -fw L15 r'C-,T;nc? 5� i /�/Cl�%.L �/9�f�✓ %'uc� `� o :GSD C s Geto D I PA OLA e-Fr/?),?)U6 ... D — C a- l -tA S/ w)- S:�- S I /��%� �l� ��n (�/� fir/ • d•� �� A2 Z- 5 'd QSo/) .9r2a I 1417-- <S ' I �' v N� irlowD L,�51 S lo/ 6A 54 A) I/o I SAW /J?o n T€'�JS�/� s S�- 0s os � I /3 I � n/€� C• Cis c a�vAtl� I �� � • Olj I ,4 -ick ✓1,12 72c- S I 2 15 I I I I 1 I I I I I i CERT. BY: DATE: Certified ly Date //,6 /0.3 Board f A or \orth Andover TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE OF SUBJECT PROPERTY 1(/ a �rvcq oV�'t2; lP iZt�12 7 MAP I PAR #I NAME ADDRESS 85 3 ABUTTERS: ,x.14p ice( 1 X13 SLA A,) K '6-A 0A - 3 S �� ��_ 17N mAl S� I CLrt�cit j' %�ic`7.z �����✓ /ZUc� E7" . ' tiowL it/ 6 C C' 5 I a I rx v LA ITcFrlolg-)u6LD S I c I /y1�2. 1 �JtJ �� e 4//.0 Gtr/ e•L) 3-g An ' sy, ' -5- 136 1411 f u Lf�S I off- 3 os C 1/3 1 n/ rx Cis C a�.OII� 1azy 2 '-. 1 d 6 ,,yce aMAS o-n1v6-1 �n � PY LC S e- et,06- eQ Un ivr lam] rv6 , Sa C�ozrL7� S 95— I f' 15 " c6'1 I I 1 I CERT. BY: DATE: Certified ). pme //,6 /43 Board A or \orth Andover TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE OF SUBJECT PROPERTY 1110 X vleVeg �P iZ 74, cce/2 t MAP PAR # NAME ADDRESS 8 7 3 - ABUTTERS: / Nei P 149eeee( 5' I `f /o�) ��' J �� c,/r✓ y � I c�C � v '/✓moi C_ I �- �/ ; � ,i� �� 1 �13 6 4,,j C A o A 106 ACK EBaYzA N o, -)TC / c"7i sa,Ar; v Tn v s 7' I3 Cl�,�,�� 7�?�c/ �UR�� 3 �rd-dp , S I' i IOUJ /t/ 6 C e-tD l r:'A v LA6-FFR j2JV6L D S I o I ZA � /ll) 5- 130 1 L>Zw)s A. �r2 on I p/fir' S S� it/ Tetl�tl Sc_ RI 0� os C—c-�O - 1/3 Io ebMA,$ o-oIV6- 4, n, c� ' I // e6�r� S I '' 1 5 �l c Z72-4 I Win- 1 I i I I I CERT. BY: DATE: Wfled pate ///,6 /Q3 Board A or \orth Andover TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE 7 OF SUBJECT PROPERTY MAP I PAR #I NAME ADDRESS 85 3 ABUTTERS: / �f17�/Gi1� /�� d �� Cr/I✓ s' 5' 1516 �'3 1 ✓ OLA P ., ,, c s4k17- 3 S O AcK aYLq N e ��T� /57 ,AJ -/- ,v nu 7- e- ! SJ I /C/cL7 �I�L % /� �ji✓ /�IZIJC `� G G�z !/ Gl - 1 PAULA' 6-j=F ? )2)t)6Z p I _ � o'L l E, T4;u7- S I a i�65'n- l �X) e�, diu fir/ vAJ �� .y2 J 5 cl I Z- Z -A u rel e _ 1,30 1 ani s A- tr�2 on I p/car's/7- 5 I YLdIJ 3^�tl So IUiq /'Z a I 417'" S' 13/ 1 �IIAO NNo ir/a,vD L� .S P/cA s,4 n/7 k' 1/0 I SAA- n?o n-T�'rJ 5��� I0 s CSl� Sc A?I6� I �� G��' � v 1ps 1/3 O)u4zv AZ-11cX"C 7LC' I o -o ivy I u2 Un s' I I I I i I I I . I I I ( I I I 1 I CERT. BY: DATE: Certified / - D* ///b /43 Board f A or orth Andover TOWN OF NORTH ANDOVER UST OF PARTIES OF INTEREST: PAGE OF SUBJECT PROPERTY 44 �A%�dVef2 SA114 MAP PAR # NAME ADDRESS � �5 3 ABUTTERS: c/(.7Liy Al% t �' � i< < zlL 62 S zf3 tiN c K 6�- C KD C a -AN /14 c,,Ji C Ai`1 � /•� 1 D I r A J Lao CFF?0 i9-,Aj6L D S I � 1 /�l�S'2. � ��1i �� �. dice L,�clrJ • d� I �"� .sf2 130 on ' ' .L1 so /li �jq 12 Q a� � Si�%�liZZL 'g I% o I SAle, r�?o �_T€'�J5��� i '� S 6 0S5� I f�� ��s 13 0 -S 7- � �� C-0 /V I un cci`7` 1 P LC S A, D u L4,06 I �nvi2 S S I '' 15 ?-'lG < Z,41-n4?2—` 1 &.•X; i I � I I i i 1 1 1 I - ! BERT. BY: ►: )ATE: Catifiedly Date Board f A or orth Andover PACE 4 OF 4 VARIANCE 9. WRITTEN DOCUMENTATION Application for a variance must be supported by a legibly written or typed memorandum setting forth in detail all facts relied upon. When requesting a variance from the requirements of MGLA ch. 40A, Sec. 10.4 of the North Andover Zoning By -Law all dimensional requirements shall be clearly identified and factually supported and addressing each of the following points individually is required with this application. A. The particular use proposed for the land or structure. A C FBI E F The circumstances relating to soil conditions, shape or topography of such land or structures especially affecting the property for which the variance is sought . which do not affect generally the zoning district in which the property is located. Facts which make up the substantial hardship, financial or otherwise, which results from literal enforcement of the applicable zoning restrictions with respect to the land or building for which the variance is sought. Facts relied upon to support a finding that relief sought will be desirable and without substantial detriment to the public good. Facts relied upon to support a finding that relief sought may be given without nullifying or substantially derogating from the intent or purpose of the zoning bylaw. Submit RDA from Conservation Commission when Continuous Buildable Area is applied for in ZBA application. 10. Plan of Land Each application to the Zoning Board of Appeals shall be accompanied by the following described plan. Plans must be submitted with this application to the Town Clerk's Office and ZBA secretary at least thirty (30) days prior to the public hearing before the Zoning Board of Appeals. 10 A. Major Projects Major projects are those which involve one of the following whether existing or proposed: a) five or more parking spaces, b) three or more dwelling units, and c) 2000 square feet or more of building area. Minor projects that are less than the above limits shall require only the plan information as indicated with an asterisks (*). In some cases further information may be required 10 B. Plan Specifications: a) Size of plan: Ten (10 ) copies of a plan not to exceed 11 "x17", preferred scale of 1"=40'. b) Plan prepared by a Registered Professional Engineer and/or Land Surveyor, with a block for five (5) ZBA signatures and date indicated on mylar. 10 C. FEATURES TO BE INDICATED ON PLAN: A. Site Orientation shall include: 1. North point 2. zoning district (s) 3. names of streets 4. wetlands to be shown on plan (if applicable) 5. abutters of property, within 300 foot radius 6. location of buildings on adjacent properties within 50' from applicants proposed structure 7. deed restrictions, easements B. Legend & Graphic Aids: 1. Proposed features in solid lines & outlined in red 2. Existing features to be removed in dashed lines 3. Graphic Scales 4. Date of Plan 5. Title of Plan 6. Names/addresses/phone numbers of the applicant, owner of record, and designer or surveyor. 10 D. FURTHER REQUIREMENTS: Major Projects shall require that in addition to the above features, plans must show detailed utilities, soils, and topographic information. A set of building elevation and interior of building plans shall be required when the application involves new construction/conversion/ and/or a proposed change in use. Elevation plans for minor projects including decks, sheds, & garages shall be included with a side view depicted on the plot plan, which includes a ground level elevation. 11. APPLICATION FILING FEES A. Notification Fees: Applicant is to send by certified -mail all legal notices to all abutters, and then supply proof of mailing to the ZBA secretary. Applicant is to supply stamps (appropriate current postage) for mailing of decisions to all parties in interest as identified in MGLA ch. 40A, sec. 11 as listed on the application. ZBA Secretary will compute number of stamps. B. Applicant is to supply one (1) set of addressed labels of abutters to ZBA Secretary who will mail, decisions to abutters and parties in interest. C. Administrative fee of $50.00 per application. A Variance once granted by the ZBA will lapse in one (1) year if not exercised and a new petition must be submitted. NtlH711 Zoning Bylaw Denial Town Of North Andover Building u Department ,�<`T 27 Charles St. North Andover MA. 01845 s+tCHUSE ., ., � Phone°97t8'=888-9545 Fax 978-688-9542 -Street: _- Request: a n o N cQ r- cSigall SrGry S Date: ).a —I `t -oa Please be advised tha#,after review of your Application and Plans that your Application is DENIED for the f011owiriq.Zoning Bylaw -reasons: Kemedy for the above is checked below.,,, Item # Special Permits.Planning Board -Item # Variance Site Plan Review.S ecial:Permit Setback Variance Access other than Fronta e S ecial Permit ParkingVariance _ Fronts a Exce tion Lot S ecial Permit 'Area Variance LoLottht Common.Drivewa S ecial Permit Congregate iOusln $ecial Permit —1 Variance Continuing Care Retirement Special Permit-- Variance forSi n Independent Eldert Housin . S ecial Permit S ecial Permits Zoning Board S ecial Permit Non -Conforming Large Estate Condo Special Permit`" - Planned Deve(o meet District S ecial Permit Use-ZBA Earth Removal S ecial Permit ZBA Planned Residentia ecial Permit Spec al Permit Use not Listed but Similar R-6 Denslt S ecial Permit S eeial Permit for Si n Watershed,Special Permit S ecial Permit reexistin nonconforminc The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice shall be based on verbal explanations by the. applicant nor shall such verbal explanations by the applicant serve to provide definitive answers -to the above reasons for DENIAL: Any inaccuracies, misleading information, or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department. The attached document titled "Plan Review Narrative" shall be attached hereto and incorporated herein by reference. The building department will retain all plans and.documentation for the above file. You must file a new building permit application form and -begin the permitting process. � ��✓���-�--- .� a -tea Building Department Official Signature q / pplication Received Application Denied Denial Sent: If Faxed Phone Number/Date: Plant Review Narrative The following narrative is provided to further explaip,the reasons for denial for the application/ permit for the property indicated on the reverse side: Referred To: Fire Conservation Zon ing Board — Plannin _Department of Public Other Historical Commissio BUILDING DEPT ° Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Mortar Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 12/02/2010 Report No. 4 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 2 SET 1 LOCATION: 8" CMU wall, column line A at 8-9, 3rd floor, 14th course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) S428 2 x 2 x 2 4.00 Good 12/02/2010 12/09/2010 7 4,100 1,030 S429 2 x 2 x 2 4.00 Good 12/02/2010 12/30/2010 28 S430 2 x 2 x 2 4.00 Good 12/02/2010 12/30/2010 28 SET 2 LOCATION: 8" CMU wall, column line A at 5-6, 3rd fl -,or, 15x11 course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) S419 2 x 2 x 2 4.00 Good 12/02/2010 12/09/2010 7 3,800 950 S420 2 x 2 x 2 4.00 Good 12/02/2010 12/30/2010 28 5421 1 2 x 2 x 2 4.00 Good 12/02/2010 12/30/2010 1 28 GENERAL REMARKS: Air Temp. (F.) 37 Mortar Temp (F) 45 Time 8:00 Air Temp. (F.) 45 Mortar Temp (F) 4 6 Time 9:30 Inspector Name Premium Time Hours Travel Time D. Boyden No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky � +, a ■,.�� � TestingOf MassachusettsThe Construction ♦���*air#�, 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Mortar Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 11/23/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 2 SET 1 LOCATION- Column line A at 7. 15th crn,rsa Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Q130 2 x 2 x 2 4.00 Good 11/23/2010 11/30/2010 7 4,400 1,100 Q131 2 x 2 x 2 4.00 Good 11/23/2010 12/21/2010 28 9,200 2,300 Q132 1 2 x 2 x 2 4.00 Good 11/23/2010 .12/21/201 0 28 1 9,100 2,280 SET 2 LOCATION- Column line A at 4. 16th nnrnrsa Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Q133 2 x 2 x 2 4.00 Good 11/23/2010 11/30/2010 7 4,300 1,080 Q134 2 x 2 x 2 4.00 Good 11/23/2010 12/21/2010 28 8,800 2,200 Q135 2 x 2 x 2 4.00 Good 11/23/2010 12/21/2010 28 9,100 2,280 GENERAL REMARKS: Air Temp. (F.) 48 Mortar Temp (F) 47 Time 9:30 Air Temp. (F.) 53 Mortar Temp (F) 51 Time 11:00 Inspector Name Premium Time Hours Travel Time M. Hodgson No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects Town of North Andover D.M. Berg NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Gerald Brown Ali Borojerdi Matt Yarmolinsky �Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report a Grout Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 12/02/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3000# Fine 7No. Of Sets: 1 11 CUBIC YARDS: SET 1 LOCATION: 8" CMU wall, 3rd floor, 15th course, column line A at 1-2 Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) R911 3 x 3 x 6 9.00 Good 12/02/2010 12/09/2010 7 26,000 2,890 R912 3 x 3 x 6 9.00 Good 12/02/2010 12/30/2010 28 R913 3 x 3 x 6 9.00 Good 12/02/2010 12/30/2010 28 R914 3 x 3 x 6 9.00 Good 12/02/2010 12/30/2010 28 GENERAL REMARKS: Slump (in.) 9 Air Temp (F.) 45 Grout Temp (F.) 48 Truck No. Ticket No. Time 110: 00 Inspector Name Premium Time Travel Hours Time D. Boyden No Steve Eisenburg REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky �Of Massachusetts The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781438-7755 (Voice) 781438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/4" No. Of Sets: 1 CUBIC YARDS: 5 SET 1 LOCATION- Footing, Fll Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Fracture Type Q389 4 x 8 12.56 Good 11/24/2010 12/01/2010 7 35,000 2,790 4 Q390 4 x 8 12.56 Good 11/24/2010 12/08/2010 14 44,000 3,500 3 Q391 4 x 8 12.56 Good 11/24/2010 12/22/2010 28 63,000 5,020 1 Q392 4 x 8 12.56 Good 11/24/2010 12/22/2010 28 65,000 5,180 2 Q393 4 x 8 12.56 1 Good 11/24/2010 12/22/2010 28 62,000 4,940 3 GENERAL REMARKS: slump (in.) 4 Air Temp. (F.) 42 Conc Temp (F) 65 Truck No. 247 Ticket No. 1100788 Time 2 : 30 Unit Wt lbs/cu ft Type 3 Air Content i%) 5.4 Inspector Premium Name Time Hours Travel Time Clifford Gravlin No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. JJ•� �. .h +'9 a ■ak°` �Of MassachusettsmThe Construction dr��. Testing Peoplem 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 2 Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky �. Of Massachusetts The Construction Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 11/24/2010 Report No. 2 Gerald Brown Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan FIELD SUMMARY REPORT Total Pour: Footings, F5, F6 & F11 Method of Placement: ❑ Pump ® Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box ❑ Thermal Blanket Hay/Straw ❑ Trailer ED Field ❑ Other Placement Protection: ❑ Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification (in.) 2-4 Number of slumps out of specification reported to If rejected Approved by Remarks: LITS of Massachusetts, Inc. 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments Attachment 77 Park St. - N. Andover, MA Of 41M Construction Testing frAlftop nPage DAILY REPORT OF CONCRETE POUR PROJECT NAME:. �;kaens fieclr�ric4S PROJECT NO.: DATE: I/_ 10 AIR TEMP.:. TOTAL YARDS: LOCATION OF POUR: Page 4 Load & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Air Ticket # No. of Cylinders INSPECTOR: Lq, REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 �Of Massachusetts -The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 12/13/2010 Report No. 4 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/8" No. Of Sets: 1 CUBIC YARDS: 21 SET 1 LOCATION- Reinforced columns, column line 9 at A & I Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Fracture Type 5712 4 x 8 12.56 Good 12/13/2010 12/20/2010 7 43,000 3,420 1 5713 4 x 8 12.56 Good 12/13/2010 12/27/2010 14 53,000 4,220 2 5714 4 x 8 12.56 Good 12/13/2010 01/10/2011 28 _ S715 4 x 8 12.56 Good 12/13/2010 01/10/2011 28 throught caps -on other end . S716 4 x 8 12.56 Good 12/13/2010 1 01/10/2011 28 GENERAL REMARKS: Slump (in.) 6 Air Temp. (F.) 51 Conc Temp (F) 70 Truck No. 163 Ticket No. 7045437 Time 10:05 Unit Wt lbs/cu ft Type 3 Air Content (%1 5.0 Inspector Name Premium Time Hours Travel Time Jack Myers No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada X FRACTURE TYPES /11, / -11\ X Type 1 N h Type 2 Type 3 Type 4 . A Type5 . Type 6 Reasonably well -formed Well -formed cone on -one Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, end, vertical cracks cracking through with no cracking or bottom (occur abut end of . less than 1 in. running through caps, both ends, no through ends; tap commonly with ' Cylinder is-' _ -a _ id io ', 2 [25 mm] of cracking i no:well-defined cone well -formed cones with hammer to unbonded caps)- - -- pointed throught caps -on other end . distinguish from _ Type 1- Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/13/2010 Gerald Brown Report No. 4 Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky Of Massachusetts -The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 3 Report Date 12/13/2010 Report No. 4 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan FIELD SUMMARY REPORT -Total Pour: Reinforced columns, column line 5, 6, 7, 8 & 9 at F, H & I Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑ Curing Box ❑ Thermal Blanket Hay/Straw ® Trailer Field ❑ Other Placement Protection: ❑ Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification (in.) 5-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12/13/2010 Report No. 4 Job Number 13884 Project Stevens Corner Apartments Attachment 77 Park St. - N. Andover, MA . — _ Of Masmhuset#s hu. "The Constructson Test:r� peopte" Page #_ DAILY REPORT�jOF CONCRETE POUR ECT NAME: �-`� e C�"ye PROJECT NO.: ATE: Z. AIR TEMP.: TOTAL YARDS: C� LOCATION OF POUR: Page 4 Load & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Ailr Ticket # No. of Cylinders 16 3 �6 7Qys 5 l6 to 1s )/30 Z, I INSPECTOR: I, �h '�' REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 wOf Massachusetts � he ■ai* � TestingThe Construction 5 Richardson Lane, Stoneham, MA 02180 781438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/ 4 No. Of Sets: 1 CUBIC YARDS: 4 SET 1 LOCATION: Grade beam, column line H at 5.5 Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Fracture Type R869 4 x 8 12.56 Good 12/02/2010 12/09/2010 7 40,000 3,180 3 R870 4 x 8 12.56 Good 12/02/2010 12/16/2010 14 52,000 4,140 4 R871 4 x 8 12.56 Good 12/02/2010 12/30/2010 28 72,000 5,730 1 8872 4 x 8 12.56 Good 12/02/2010 12/30/2010 28 73,000 5,810 2 R873 4 x 8 12.56 Good 12/02/2010 12/30/2010 28 70,000 5,570 1 GENERAL REMARKS: Slump (in.) 4 1/2 Air Temp. (F.) 47 Conc Temp (F) 64 Truck No. 246 Ticket No. 1100989 Time 2 : 30 Unit Wt lbs/cu ft Type 3 Air Content (%) 4.8 Inspector Name Premium Time Hours Travel Time P. Treska No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada X FRACTURE TYPES X Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is 125 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 2 Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky � tie ■„��� Of Massachusetts i+f '=The Construction Testing People= �r� 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Report Date 12/02/2010 Page 3 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. FIELD SUMMARY REPORT 'Total Pour: Grade beam, column line H at 5-6 and 5 at H -G Method of Placement: ❑ Pump ❑ Chute Discharge ❑ Bucket ® Other Other: bobcat Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑ Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: D Curing Box ❑ Thermal Blanket ❑ Hay/Straw ®Trailer Field ❑ Other Placement Protection: ❑ Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks LITS of Massachusetts, Inc. 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St - N A d MA Attachment n over, Of Massachusetts Inc. "The Construction Test1ty Aeopte" DAILY REPORT OF CONCRETE POUR Page # PROJECT NAME: <on +-c i? ol. PROJECT NO.: AIR TEMP.: �7 TOTAL YARDS: LOCATION OF POUR:_ C- (' W/tS t 41SS/> +4-i G i Page 4 Load. & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Air Ticket # No. of Cylinders I INSPECTOR: _ REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 �. .*Of Massachusetts -The Construction Testing Peoplem 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 12/23/2010 Report No. 5 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete CO. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/411 No. Of Sets: 1 CUBIC YARDS: 22 SET 1 LOCATION- Column encasement. column line F at i-10 Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load Fracture (psi.) Type V408 4 x 8 12.56 Good 12/23/2010 12/30/2010 7 35,000 2,790 2 V409 4 x 8 12.56 Good 12/23/2010 01/06/2011 14 cracking through with no cracking V410 4 x 8 12.56 Good 12/23/2010 01/20/2011 28 cylinder is (25 mm] of cracking V411 4 x 8 12.56 Good 12/23/2010 01/20/2011 28 distinguish from V412 4 x 8 12.56 Good 12/23/2010 01/20/2011 28 GENERAL REMARKS: * Advaf low #5 Slump (in.) 6/5 Air Temp. (F.) 32 Conc Temp (F) 61 Truck No. 158 Ticket No. 01661 Time 12 : 30 Unit Wt Ibs/cu ft Type 3 Air Content M 5.4 Inspector Name Premium Time Hours Travel Time D. Montello No Max Day 1 Hr (s) REVIEWED BY: Robert S. Granada X FRACTURE TYPES X Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is (25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts !7e ■ai�� - + 5 Richardson Lane, Stoneham, MA 02180 781438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 2 Report Date 12/23/2010 Report No. 5 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete CO. Maclellan cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky �Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/23/2010 Report No. 5 Gerald Brown Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan FIELD SUMMARY REPORT Total Pour: Column encasements, column line F -I at 1-10 Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box ❑ Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: [-]Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification (in.) 5-8 Number of slumps out of specification reported to If rejected Approved by Remarks: Two slumps at truck discharge/end of hose. LITS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12/23/2010 Report No. 5 Job Number 13884 Project Stevens Corner Apartments Attachment 77 Park St. - N. Andover, MA Of Massachusetts Inc. "The Construction Testing iAeople" #_ DAILY REPORT OF CONCRETE POUR Page NAME:_ 2L PzqXA� (, PROJECT NO.: DATE: /)- -'� a —/G AIR TEMP.:_,2A_!�__TOTAL YARDS: LOCATION OF POUR: d " 1 r--;, %-/ G Load & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Air Ticket # No. of Cylinders t �a /G !/ l� f` I --1 INSPECTOR: �,�Jn1�l?�C" REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 �Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Mortar Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 12/02/2010 ReportNo. 4 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 2 SET 1 LOCATION: 8" CMU wall, column line A at 8-9, 3rd floor, 14th course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) S428 2 x 2 x 2 4.00 Good 12/02/2010 12/09/2010 7 4,100 1,030 5429 2 x 2 x 2 4.00 Good 12/02/2010 12/30/2010 28 9,500 2,380 5430 2 x 2 x 2 4.00 Good 12/02/2010 12/30/2010 28 1 9,400 1 2,350 SET 2 LOCATION: 8" CMU wall, column line A at 5-6, 3rd floor, 15th course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) S419 2 x 2 x 2 4.00 Good 12/02/2010 12/09/2010 7 3,800 950 S420 2 x 2 x 2 4.00 Good 12/02/2010 12/30/2010 28 9,100 2,280 S421 2 x 2 x 2 4.00 Good 12/02/2010 12/30/2010 28 9,000 2,250 GENERAL REMARKS: Air Temp. (F.) 37 MortarTemp(F) 45 Time 8: 00 Air Temp. (F.) 45 Mortar Temp (F) 46 Time 9:30 Inspector Name Premium Time Hours Travel Time D. Boyden No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects Town of North Andover D.M. Berg NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Gerald Brown Ali Borojerdi Matt Yarmolinsky f1�f-kk I Of Massachusetts '=The Construction Testing People=do+iii• 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Grout Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 12/02/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3000# Fine 7No. Of Sets: 1 CUBIC YARDS: SET 1 LOCATION: 8" CMU wall, 3rd floor, 15th course, column line A at 1-2 Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) R911 3 x 3 x 6 9.00 Good 12/02/2010 12/09/2010 7 26,000 2,890 R912 3 x 3 x 6 9.00 Good 12/02/2010 12/30/2010 28 45,000 5,000 R913 3 x 3 x 6 9.00 Good 12/02/2010 12/30/2010 28 43,500 4,830 R919 3 x 3 x 6 9.00 Good 12/02/2010 12/30/2010 28 44,500 4,940 GENERAL REMARKS: Slump (in.) 9 Air Temp (F.) 45 Grout Temp (F.) 48 Truck No. Ticket No. Time 10:00 Inspector Name Premium Time Hours Travel Time D. Boyden No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects Town of North Andover D.M. Berg NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Gerald Brown Ali Borojerdi Matt Yarmolinsky J+ � Of � tie ■,ta -The Constiruction Testing Peoplem � 1�xar�4+;�j ti 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Reinforcing Steel Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 12/13/2010 Report No. 4 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. CONTACT: Rick Demaro .TIME OF INSPECTION: 9: 4 5 AM TIME OF CONCRETE PLACEMENT: 10: 05 AM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: S3.1 IF REVISION NUMBER: DATED: 7 / 1 / 0 9 SHOP DRAWING(S): PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Reinforced columns, column line 5,6,7,8 & 9 at A,F,H & I ATTRIBUTES: REVIEWED Ye s No _ Coverage (Top Bottom x and/or Inside Face x Outside Face x ) Clearance Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted) Bar Supports Bar Spacing Bar Quantity Placement and tying X X X X X X X QX -The details in the above described area(s) were complete at the time of this inspection. ®. The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector Name Premium Time Hours Travel Time Jack Myers No Of Massachusetts -The Construction Testing PeopW 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/41 No. Of Sets: 1 CUBIC YARDS: 4 SFT 1 [ nCATION• Grade beam, column line H at 5. 5 Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Fracture Type R869 4 x 8 12.56 Good 12/02/2010 12/09/2010 7 40,000 3,180 3 R870 4 x 8 12.56 Good 12/02/2010 12/16/2010 14 52,000 4,140 4 R871 4 x 8 12.56 Good 12/02/2010 12/30/2010 28 well -formed cones with hammer to unbonded caps) R872 4 x 8 12.56 Good 12/02/2010 12/30/2010 28 R873 4 x 8 12.56 Good 12/02/2010 12/30/2010 28 GENERAL REMARKS: Slump (in.) 4 1/2 Air Temp. (F.) 47 Conc Temp (F) 64 Truck No. 246 Ticket No. 1100989 Time 2 : 30 Unit Wt lbs/cu ft Type 3 Air Content (%) 4.8 Inspector Name Premium Time Hours Travel Time P. Treska No Min Day 1 Hr (s) FRACTURE TYPES REVIEWED BY: Robert S. Granada X FRACTURE TYPES If"' / _11� X Type 1 N N Type 2 Type 3 Type 4 . /", Type5 Type 6 Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utso£mass.com for more information �Of Massachusetts The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/02/2010 Gerald Brown Report No. 3 Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky �Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/02/2010 Report No. 3 Gerald Brown Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. FIELD SUMMARY REPORT 'Total Pour: Grade beam, column. line H at 5-6 and 5 at H -G Method of Placement: ❑ Pump ❑ Chute Discharge ❑ Bucket ® Other Other: bobcat Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑ Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑ Curing Box ❑ Thermal Blanket ❑ Hay/Straw ® Trailer ❑ Field ❑ Other Placement Protection: ❑ Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: LITS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781438-6216 (Fax) Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments Attachment 77 Park St. - N. Andover, MA m Of maswhusm hu. w1ft CmfYuabn rating ime � DAILY REPORT OF CONCRETE POUR Page # PROJECT NAME: SS /p kS c oR m P a PROJECT NO.: DATE: 17 AIR TEMP.: `7 TOTAL YARDS: LOCATION OF POUR:_ G PWius 41 � S -4C >t 44 G i Load & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Air Ticket # No. of Cylinders /rob i i INSPECTOR:'] /,;. asli REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 {% . 4 Of Massachusetts h! ■ai"ITesting- ,►dr�d 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) -Page 1 Concrete Field Report Report Date 12/14/2010 Report No. 4 Gerald Brown Job Number 13884 Town of North Andover 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. WEATHER: _TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 12/13/10 to the lab for testing. GENERAL REMARKS: Inspector Name Premium Time Hours Travel Time Matt Winegar No REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects Town of North Andover D.M. Berg NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Gerald Brown Ali Borojerdi Matt Yarmolinsky �. .� � tie ■„�* �Of Massachusetts The Construction Testing _ oplem 5 Richardson Lane, Stoneham, MA 02180 781438-7755 (Voice) 781438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 11/16/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete CO. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/4++ No. Of Sets: 1 TCUBIC YARDS: 20 SET IOCATION• Grade beam. column line 7 at H"5 Lab Size No. (in.) Area (sq. in.) Condition Date Date Cast Tested Age Days Total Load (lbs.) Unit Load (psi.) Fracture Type 0145 4 x 8 12.56 Good 11/16/2010 11/23/2010 7 32,000 2,550 1 0146 4 x 8 12.56 Good 11/16/2010 11/30/2010 14 45,000 3,580 2 0197 4 x 8 12.56 Good 11/16/2010 12/14/2010 28 54,000 4,300 2 0148 4 x 8 12.56 Good 11/16/2010 12/14/2010 28 55,000 4,380 3 0149 4 x 8 12.56 Good 11/16/2010 1 12/14/2010 1 28 1 57,000 1 4,590 1 1 GENERAL REMARKS: * Midrange Slump (in.) 4 1/2 Air Temp. (F.) 57 Conc Temp (F) 71 Truck No. 248 Ticket No. 1100505 Time 1:31 Unit Wt Ibs/cu ft Type 3 Air Content M 6.0 Inspector Name Premium Time Hours Travel Time P. Treska No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada X FRACTURE TYPES X Type 1 Type 2 Type 3 Type 4 'A Type5 Type 6 Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. ° Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 11/16/2010 Gerald Brown Report No. 1 Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan cc: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects Town of North Andover D.M. Berg NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Gerald Brown Ali Borojerdi Matt Yarmolinsky �Of Massachusetts The Construction Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 11/16/2010 Report No. 1 Gerald Brown Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan FIELD SUMMARY REPORT -Total Pour: Grade beams, column line H -I at 7,8 & 9; footing, column line H.3 at 7,B & 9; reinforcing existing columns, column line H at 7,8 & 9 and I at 7,8 & 9 Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑ Curing Box ❑ Thermal Blanket ❑ Hay/Straw ❑ Trailer ® Field ❑ Other Placement Protection: ❑ Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11/16/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments Attachment 77 Park St. - N. Andover, MA Of ihasmhusetts hu. "The Construction Testing People" Page #_ _1 DAILY REPORT OF CONCRETE POUR „V,ik s calUc.f G n s,nn i..¢� PROJECT NO.: DATE: (111,0(o AIR TEMP.: _S 1 > ° TOTAL YARDS: 2 LOCATION OF POUR: 4 .4. T j iI,LP� ! Ft �m�. r.�N e_. ? r. % S�, �t.a C• L 4 ,cu.. � .F. � /� '!;� � ' p � . Load & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Air Ticket # No. of Cylinders 2�Do -B S-©s�- .E. !� 2 r 1; 4 8 , 92. INSPECTOR: /.'���(�� �� �r' REMARKS:_ - 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts +9 a ■ai+ The Construction Testing a lem -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Mortar Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Report Date 10/27/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments 7 -� 77 Park St. - N. Andover;,MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 1 SET 1 LOCATION: 8" CMU wall, column line C at 6-9, 3rd floor, 13th course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) L271 2 x 2 x 2 4.00 Good 10/27/2010 11/03/2010 7 4,800 1,200 L272 2 x 2 x 2 4.00 Good 10/27/2010 11/24/2010 28 L273 1 2 x 2 x 2 1 4.00 Good 1 10/27/2010 11/24/2010 28 GENERAL REMARKS: Air Temp. (F.) 72 Mortar Temp (F) 72 Time 8:45 Inspector Name Premium Time Hours Travel Time D. Boyden No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Ei.senburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky w OfThe Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Page 1 Masonry Field Report Report Date 10/29/2010 Report No. 1 Gerald Brown Job Number 13884 Town of North Andover 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. WEATHER: •TIME: CONTACT: SUMMARY: Transported one set of 3x3x6 grout prism to the lab for testing. GENERAL REMARKS: Inspector Name Premium Time Hours Travel Time Jack Myers No REVIEWED BY: William P. Crabtree / o e-111 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects • D.M. Berg NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Ali Borojerdi Matt Yarmolinsky " Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Mortar Report Date 10/28/2010 Gerald Brown Report No. 2 Town of North Andover .lob Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 1 SET 1 LOCATION: 8" CMU wall, column line 6 at E -F, 2nd course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) L280 2 x 2 x 2 4.00 Good 10/28/2010 11/04/2010 7 4,200 1,050 L281 1 2 x 2 x 2 4.00 Good 1 10/28/2010 11/25/2010 1 28 L282 1 2 x 2 x 2 4.00 Good 1 10/28/2010 11/25/2010 1 28 GENERAL REMARKS: Air Temp. (F.) 66 Mortar Temp (F) 68 Time 7 : 30 Inspector Name Premium Time Hours Travel Time D. Boyden No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky �• Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Grout Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 10/28/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3000# Fine TNo. Of Sets: 1 CUBIC YARDS: SFT 11OCATInN 8" CMU wall. column line C at 6-7. 14th course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) L748 3 x 3 x 6 9.00 Good 10/28/2010 11/04/2010 7 27,500 3,060 L749 3 x 3 x 6 9.00 Good 10/28/2010 11/25/2010 28 L750 3 x 3 x 6 9.00 Good 10/28/2010 11/25/2010 28 L751 j 3 x 3 x 6 9.00 j Good 10/28/2010 11/25/2010 28 GENERAL REMARKS: Slump (in.) 9 Air Temp (F.) 72 Grout Temp (F.) 80 Truck No. Ticket No. Time 8: 15 Inspector Premium Name Time Hours Travel Time D. Boyden No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects D.M. Berg NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Ali Borojerdi Matt Yarmolinsky Of � tie ■�*�mThe Construction Testing Peopi 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Grout Placement Summary Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 10/28/2010 ReportNo. 1 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Grout Placement Third floor Lines C at 6-9 Bond Beams Strength (lbs.): ❑ 2,000 ❑ 2,500 ❑ 3,500 ❑ 4,000 ® Head Other: 3,000 PSI Fine Quikrete spec mix (bulk) Lift: Q High ❑ Low ❑ Other: ❑ Other: Size Rebar: #6 Method: ❑ Pump Q Manual ❑ Vibrated ❑ Puddled ❑ 5 ❑ Other: ❑ Other: Type: ❑X Wall ❑ Pier ❑ Column ❑ No ❑ Other: ❑ 8" ❑ 16" ® 24" ❑ 32" ❑ 40" ❑ 48" Cleanouts ❑ Yes Q No Location Floor Level: Room No.: Column Lines: Other: Third floor Lines C at 6-9 Bond Beams Location: ❑ Bed Cours ❑ Intermediate (Course) ❑ Top Of Masonary ® Head ❑ Sill ❑ Other: Reinforcement: ❑ Single ® Double ❑ Other: Size Rebar: #6 Vertical Wall Reinforcement Bar Size (#): ❑ 4 ❑ 5 ❑ 6 ❑ 7 © 8 ❑ 9 ❑ Other: Bar: ® Single ❑ Double Bar Positioners: ❑ -Yes ❑ No Spacing: ❑ 8" ❑ 16" ® 24" ❑ 32" ❑ 40" ❑ 48" ® Other: Jambs: three #6 rebar at end of wall Horizontal Joint Reinforcement Horizontal Joint ❑X Yes ❑ No Reinforcement Wire #: � �Of Massachusetts mThe Construction Testing Peoplem ddL 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Grout Placement Summary Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Type: Q Truss ❑ Ladur Other: with double eye Spacing (o.c.) 16" on center Page 2 Report Date 10/28/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. ❑ Tri -Rod ❑ Hook and Eye Flashing Travel Hours Time D. Boyden No Type: ❑ Lead Coated Copper ❑ E. P. D.M. ❑ Coated Copper Fabric ❑ Bituthene ❑ Other: Location: ❑ Thruwall ❑ Jamb ❑ Head ❑ Sill ❑ Slab ❑ Cap ❑ Other: GENERAL REMARKS: The masons grouted all 8" CMU wall reinforced cells and bond beam on the third floor from the 14th course to the 4th course. Inspector Premium Name Time Travel Hours Time D. Boyden No REVIEWED BY: William P. Crabtree IN Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky Of Massachusetts -The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) C.M.U. Mortar Summary Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 10/28/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Mortar Premium Time Hours Travel Time D. Boyden No • Strength (psi.): ❑ 0-350 ❑ N-750 ❑X S -1800 ❑ M - 2500 ❑ Other: On Site Mix: Pre -Mix (brand): Quikrete Masonry Cement (brand): Admixture(s): Type: Brand: Type: Brand: Pigment(s): Type: Brand: Dye Lot: Type: Brand: Dye Lot: Block Block Type: Standard ❑ Glazed ❑ Split Faced ❑ Other: Block Size: ❑ 4" ❑ 6" [D 8" ❑ 10" ❑ 12" ❑ Other: Horizontal Joint Reinforcement Wire Size (#): Type: Truss ❑ Ladur ❑ Tri -Rod ❑ Hook and Eye ❑ Prefab "Ells" ❑ Prefab "Tees" ❑X Other: with double eye _ Spacing: ❑ 8" o.c. ❑X 16" o.c. ❑ 24" o.c. ❑ Other: Wall Ties: ❑ Adjustable ❑ Trap ❑ Triangle ❑ Corrugated ❑ Other: Flashing Material: Location: Q Thruwall ❑ Base ❑ Sill ❑ Head ❑ Jamb ❑ Cap ❑ Other: Joints Type: ® Struck ❑ Tooled ❑ Raked ❑ Other: GENERAL REMARKS: The masons were laying up 8" CMU wall on the first floor along lines 6 at C -F from the 2nd course to the 5th course. Styrofoam inserts in non -grouted cells. Inspector Name Premium Time Hours Travel Time D. Boyden No Min Day 1 Hr (s) Of Massachusetts The Construction Testing Peopi 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) C.M.U. Mortar Summary Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -REVIEWED BY: William P. Crabtree Page 2 Report Date 10/28/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. O X, Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky " Of Massachusetts The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/41, TNo. Of Sets: 1 7CUBIC YARDS: 5 SET 1 LOCATION: Footing, Fll Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load Fracture (psi.) Type Q389 4 x 8 12.56 Good 11/24/2010 12/01/2010 7 35,000 2,790 4 Q390 4 x 8 12.56 Good 11/24/2010 12/08/2010 14 Q391 4 x 8 12.56 Good 11/24/2010 12/22/2010 28 Q392 4 x 8 12.56 Good 11/24/2010 12/22/2010 28 Q393 4 x 8 12.56 Good 11/24/2010 12/22/2010 28 GENERAL REMARKS: Slump (in.) 4 Air Temp. (F.) 42 Conc Temp (F) 65 Truck No. 247 Ticket No. 1100788 Time 2 : 30 Unit Wt lbs/cu ft Air Content (%) 5.4 Inspector Name Premium Time Hours Travel Time Clifford Gravlin No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada XX Type 1 Reasonably well -formed cones on both ends, less than 7 in. [25 mm] of cracking throught caps Type 2 Well -formed cone on one end, vertical cracks running through caps, no well-defined cone on other end FRACTURE TYPES Type 3 Type 4 Columner vertical Diagonal fracture cracking through with no cracking both ends, no through ends; tap well -formed cones with hammer to distinguish from Type 1 Type5 Side fractures at top or bottom (occur commonly with unbonded caps) Type 6 Similar to Type 5 but end of cylinder is pointed Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. JJ� Of Construction Testing Peoplem *s4�� 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 2 Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete CO. Maclellan cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 11/24/2010 Gerald Brown Report No. 2 Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan FIELD SUMMARY REPORT Total Pour: Footings, F5, F6 & Fll Method of Placement: ❑ Pump ® Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑ Curing Box ❑ Thermal Blanket ❑ Hay/Straw ❑ Trailer ® Field ❑ Other Placement Protection: ❑ Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification (in.) 2-4 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments Attachment 77 Park St. - N. Andover, MA _ . - - -- l•Of Vowamhuserts Inc. Page #_ DAILY REPORTPOUR PROJECT NAME:,+c �2�►S Q��� �c��S PROJECT NO.: DATE: AIR TEMP.:_YI_TOTAL YARDS: LOCATION OF POUR: 5 , FG , Fll sk"RI./M jawv- t�:.1JXe^C- Load & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Air Ticket # No. of Cylinders a(S- 0410 -7V 3 I INSPECTOR: D41 - REMARKS: it— 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 �Of Massachusetts -The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Concrete Field Report Report Date Hours Report No. Gerald Brown No Town of North Andover Job Number 1600 Osgood Street Project North Andover, MA 01845 WEATHER: _TIME: CONTACT: -Page 1 11/17/2010 o FP% 1 13884 Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. SUMMARY: Transported 1 set of cylinders cast on 11/16/10 to the lab for testing. GENERAL REMARKS: Inspector Name Premium Time Hours Travel Time D. Lent No REVIEWED BY: William P. Crabtree / 1 �/ �Q 4 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky �Of Massachusetts The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Mortar Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 10/27/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 1 SET 1 LOCATION: 8" CMU wall, column line C at 6-9, 3rd floor, 13th course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) L271 2 x 2 x 2 4.00 Good 10/27/2010 11/03/2010 7 4,800 1,200 L272 2 x 2 x 2 4.00 Good 10/27/2010 1/24/201028 11/24/2010-L=1 8,800 2,200 L273 2 x 2 x 2 4.00 Good 10/27/2010 11/24/20101 281 8,500 2,130 GENERAL REMARKS: Air Temp. (F.) 72 Mortar Temp (F) 72 Time 8:45 Inspector Name Premium Time Hours Travel Time D. Boyden No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Mortar Report Date 10/28/2010 Gerald Brown Report No. 2 Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi I No. Of Sets: 1 SET 1 LOCATION- 8" CMU wall, column line 6 at E -F, 2nd course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) L280 2 x 2 x 2 4.00 Good 10/28/2010 11/04/2010 7 4,200 1,050 L281 2 x 2 x 2 4.00 Good 10/28/2010 11/25/2010 28 8,300 2,080 L282 2 x 2 x 2 4.00 Good 1 10/28/2010 11/25/2010 28 1 8,400 2,100 GENERAL REMARKS: Air Temp. (F.) 66 Mortar Temp (F) 68 Time 7 : 30 Inspector Name Premium Time Hours Travel Time D. Boyden No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Grout Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 10/28/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-476 C-1019 C-1064 C-143 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-617 CLASS GROUT: 3000# Fine I No. Of Sets: 1 CUBIC YARDS: SET 1 LOCATION- 8" CMU wall, column line C at 6-7, 14th course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) L748 3 x 3 x 6 9.00 Good 10/28/2010 11/04/2010 7 27,500 3,060 L749 3 x 3 x 6 9.00 Good 10/28/2010 11/25/2010 28 43,000 4,780 KL750 3 x 3 x 6 9.00 Good 10/28/2010 11/25/2010 28 41,000 4,560 L751 3 x 3 x 6 9.00 Good 10/28/2010 11/25/2010 28 45,000 5,000 GENERAL REMARKS: Slump (in.) 9 Air Temp (F.) 72 Grout Temp (F.) 80 Truck No. Ticket No. Time 18: 15 Inspector Name Premium Time Travel Hours Time D. Boyden No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) C.M.U. Mortar Summary Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 11/23/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Mortar Strength (psi.): ❑ 0-350 ❑ N - 750 0 S -1800 ❑ M - 2500 ❑ Other: On Site Mix: Pre -Mix (brand): Quikrete Masonry Cement (brand): Admixture(s): Type: Brand: Type: Brand: Pigment(s): Type: Brand: Dye Lot: Type: Brand: Dye Lot: Block Block Type: Standard ❑ Glazed ❑ Split Faced Location: ❑ Other: ❑ Base ❑ Sill ❑ Head ❑ Jamb ❑ Cap Block Size: ❑ 4" ❑ 6" Q 8" ❑ 10" ❑ 12" Joints ❑ Other: Horizontal Joint Reinforcement ❑ Struck ® Wire Size (#): 9 ❑ Other: Type: ❑X Truss ❑ Ladur ❑ Tri -Rod Q Hook and Eye ❑ Prefab "Ells"❑ Prefab' "Tees" horizontal ❑ Other: at lines A, 1-6. _ Spacing: Q 8" o.c. ❑ 16" o.c. ❑ 24" o.c. required. ❑ Other: Wall Ties: ❑ Adjustable ❑ Trap ❑ Triangle ❑ Corrugated ❑ Other: Flashing Material: Location: ❑ Thruwall ❑ Base ❑ Sill ❑ Head ❑ Jamb ❑ Cap ❑ Other: Joints Type: ❑ Struck ® Tooled ❑ Raked ❑ Other: GENERAL REMARKS: Two number six horizontal rods were observed in the top bond beam of the first floor at lines A, 1-6. Number six vertical reinforcement rods were in place at 4' on center at A line, as required. �The Construction Testing PeopW Of Massachusetts 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) C.M.U. Mortar Summary Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 2 Report Date 11/23/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Inspector Name Premium Time Hours Travel Time M. Hodgson No Min Day 1 Hr(s) REVIEWED BY: William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky �, J+ � 1 f Massachusetts mThe Construction Testing PeopW -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781438-6216 (Fax) Reinforcing Steel Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. CONTACT: Rick Demaro TIME OF INSPECTION: 12:30 PM TIME OF CONCRETE PLACEMENT: 1: 00 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: S2.1 REVISION NUMBER: DATED: 6 / 1 / 0 9 SHOP DRAWING(S): PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES NO X AREA REVIEWED: Stairway tower entrance footings, F5, F6 & F11 ATTRIBUTES: REVIEWED Yes No w_ _ Coverage (Top x Bottom x and/or Inside Face x Outside Face x ) Clearance Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted) Bar Supports Bar Spacing Bar Quantity Placement and tying X X X X X X X ® The details in the above described area(s) were complete at the time of this inspection. ® The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector Name Premium Time Hours Travel Time Clifford Gravlin No �Of Massachusetts -The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Reinforcing Steel Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 REVIEWED BY: William P. Crabtree Page 2 Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. O Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects D.M. Berg NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Ali Borojerdi Matt Yarmolinsky " Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 11/16/2010 Gerald Brown Report No. 1 Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/4" No. Of Sets: 1 CUBIC YARDS: 20 SET 1 LOCATION- Grade beam, column line 7 at H.5 Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Fracture Type 0145 4 x 8 12.56 Good 11/16/2010 11/23/2010 7 32,000 2,550 1 0146 4 x 8 12.56 Good 11/16/2010 11/30/2010 14 45,000 3,580 2 0147 4 x 8 12.56 Good 11/16/2010 12/14/2010 28 well -formed cones with hammer to unbonded caps) 0148 4 x 8 12.56 Good 11/16/2010 12/14/2010 28 0149 4 x 8 12.56 Good 11/16/2010 12/14/2010 28 GENERAL REMARKS: * Midrange Slump (in.) 4 112 Air Temp. (F.) 57 Conc Temp (F) 71 Truck No. 248 Ticket No. 1100505 Time 1:31 Unit Wt lbs/cu ft Type 3 Air Content M 6.0 Inspector Name Premium Time Travel Hours Time P. Treska No Min Day 1 Hr (s) REVIEWED BY: Robert S. Granada X FRACTURE TYPES X Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on,both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in. _ running through caps, both ends, no . through ends; tap commonly with - cylinder is [25 mm] of cracking . _ no well-defined cone well -formed cones with hammer to unbonded caps) - pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �Of Massachusetts -The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 11/16/2010 Gerald Brown Report No. 1 Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 11/16/2010 Report No. 1 Gerald Brown Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan FIELD SUMMARY REPORT 'Total Pour: Grade beams, column line H -I at 7,8 & 9; footing, column line H.3 at 7,8 & 9; reinforcing existing columns, column line H at 7,8 & 9 and I at 7,8 & 9 Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑ Curing Box ❑ Thermal Blanket ❑ Hay/Straw Trailer ® Field ❑ Other Placement Protection: ❑ Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11/16/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments Attachment 77 Park St. - N. Andover, MA Of Massachusetts hu. aThe Construction Testing peoplea Page # DAILY REPORT OF CONCRETE POUR I s - 6-t'tf) N F�Rs',Da"-c?� PROJECT NO: DATE: d u <( o AIR TEMP.:1 (6-s ' TOTAL YARDS: LOCATION OF POUR: Vi Lt i P, " n i2 w ; rC.., 2 r. c t—, s a.. r 11 ')4R.. Page 4 Load & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Air Ticket # No. of Cylinders 8S '1`7," (�.D ito0 ra.- _�.. 2- D ►�aDs�� 1 INSPECTOR: /. ' pop ��� �/� r� REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 ` Of Massachusetts -The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Mortar Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 11/23/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. onsite ALL FIELD TESTS DONE ACCORDING TO ASTM: C-1064 C-270 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-109 CLASS MORTAR: Type S 1800 psi No. Of Sets: 2 SET 1 LOCATION- Column line A at 7. 15th course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Q130 2 x 2 x 2 4.00 Good 11/23/2010 11/30/2010 7 4,400 1,100 Q131 2 x 2 x 2 4.00 1 Good 11/23/2010 12/21/2010 28 Q132 2 x 2 x 2 4.00 1 Good 11/23/2010 12/21/2010 28 SET 2 LOCATION: Column line A at 4, 16th course Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Q133 2 x 2 x 2 4.00 Good 11/23/2010 11/30/2010 7 4,300 1,080 Q134 2 x 2 x 2 4.00 Good 11/23/2010 12/21/2010 28 Q135 2 x 2 x 2 4.00 Good 11/23/2010 12/21/2010 28 GENERAL REMARKS: Air Temp. (F.) 48 Mortar Temp (F) 47 Time 9:30 Air Temp. (F.) 53 Mortar Temp (F) 51 Time 11: 00 Inspector Name Premium Time Hours Travel Time M. Hodgson No REVIEWED BY: Robert S. Granada Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. CC: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky �Of Massachusetts 'The Construction Testing People' BUILDING DEPT -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Reinforcing Steel Report Report Date 11/16/2010 Travel Time Report No. 1 Gerald Brown Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. CONTACT: Rick DeMaro _TIME OF INSPECTION: 12: 00 PM TIME OF CONCRETE PLACEMENT: 1: 30 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: S7.1, S6.2 REVISION NUMBER: DATED: SHOP DRAWING(S): R- 10 0 PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Grade beams: lines 7-8; 4, H -I; Existing columns: lines 3 at H; 3 at I; ATTRIBUTES: REVIEWED -- Yes No Coverage (Top x Bottom x and/or Inside Face • x Outside Face x ) X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X ® The details in the above described area(s) were complete at the time of this inspection. ® The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector Name Premium Time Hours Travel Time P. Treska No �Of Massachusetts The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Reinforcing Steel Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 .REVIEWED BY: William P. Crabtree Page 2 Report Date 11/16/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. O CII Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky J1� Of �. 1 ■� +7 a ■,,,1 * The Construction Testing - , lem 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 BUILDING DEPT Report Date 11/16/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/4" No. Of Sets: 1 CUBIC YARDS: 20 SET 1 LOCATION: Grade beam, column line 7 at H.5 Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load Fracture (psi.) Type 0145 4 x 8 12.56 Good 11/16/2010 11/23/2010 7 32,000 2,550 1 0146 4 x 8 12.56 Good 11/16/2010 11/30/2010 14 cracking through. with no cracking .. 0147 4 x 8 12.56 Good 11/16/2010 12/14/2010 28 cylinder is [25 mm] of cracking 0148 4 x 8 12.56 Good 11/16/2010 12/14/2010 28 distinguish from 0149 4 x 8 12.56 Good 11/16/2010 12/14/2010 28 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. GENERAL REMARKS: * Midrange Slump (in.) 4 1/2 Air Temp. (F.) 57 Conc Temp (F) 71 Truck No. 248 Ticket No. 1100505 Time 1:31 Unit Wt Ibs/cu ft Type 3 Air Content M 1 6.0 Inspector Name Premium Time Hours Travel Time P. Treska No Min Day 1 Hr (s) REVIEWED BY: Robert S. Granada X FRACTURE TYPES X Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both. ends, ... one end, vertical cracks cracking through. with no cracking .. or bottom (occur but end of „ less than 1 in. _ running through caps, ., . both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 11/16/2010 Gerald Brown Report No. 1 Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky �Of Massachusetts -The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 3 Report Date 11/16/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan FIELD SUMMARY REPORT Total Pour: Grade beams, column line H -I at 7,8 & 9; footing, column line H.3 at 7,8 & 9; reinforcing existing columns, column line H at 7,8 & 9 and I at 7,8 & 9 Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑ Curing Box ❑ Thermal Blanket ❑ Hay/Straw ❑ Trailer ® Field ❑ Other Placement Protection: ❑ Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: LITS of M«ssachusetts, Inc. 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11/16/2010 Report No. 1 Job Number 13884 Project Stevens Corner Apartments Attachment 77 Park St. - N. Andover, MA Of iMasmhusetts hu. `The Construction Testing peopte" Page # DAILY REPORT OF CONCRETE POUR I�VJLV i U riv �zhc s c'.ofl.►,c.. h r� nsr�R i�c PROJECT NO.: DATE: f �� ! c o AIR TEMP..: -5(--3:-,, ° TOTAL YARDS LOCATION OF POUR: Fi F '4 Ut���im/�CiNI�"Y'.A4.4 CAL4iG<!J� �.r Ay/ lJ T 1,4 R.. 2') Page 4 Load & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Air Ticket # No. of Cylinders J I 2 i l% �'> $ l Z.7 I��O5-a% INSPECTOR: /.'�%�f�� ��� r' REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 Of Massachusetts The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Concrete Field Report Report Date 11/29/2010 Report No. 2 Gerald Brown Job Number 13884 Town of North Andover 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. WEATHER: •TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 11/24/10 to the lab for testing. GENERAL REMARKS: Inspector Name Premium Time Hours Travel Time Matt Winegar No REVIEWED BY: William P. Crabtree j O Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects • D.M. Berg NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Ali Borojerdi Matt Yarmoiinsky Of Massachusetts The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Grout Placement Summary Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Grout Placement Strength (lbs.): ❑ 2,000 ❑ 2,500 ❑ 3,500 ❑ 4,000 Head ❑X Other: 3,000 fine Quikrete Bulk Lift: ❑ High ❑ Low Q Double ❑ Other: Size Rebar: #6 Method: ❑ Pump ❑Q Manual ❑ Vibrated ❑ Puddled ❑ Other: Type: Wall ❑ Pier ❑ Column ❑ Other: Cleanouts El Yes Q No Present: Location Floor Level: Room No.: Column Lines: third floor A, 1-9 Bond Beams Location: ❑ Bed Cours ❑ Intermediate (Course) 15th ❑ Top Of Masonary ® Head ❑ Sill ❑ Other: Reinforcement: ❑ Single Q Double ❑ Other: Size Rebar: #6 Vertical Wall Reinforcement Bar Size (#): ❑ 4 ❑ 5 0 6 ❑ 7 ❑ 8 ❑ g ❑ Other: Bar: 0 Single ❑ Double Bar Positioners: ❑ Yes ® No Spacing: ❑ 8" ❑ 16" ❑ 24" ❑ 32" ❑ 40" ® 48" © Other: jambs Horizontal Joint Reinforcement Horizontal Joint 0 Yes ❑ No Reinforcement Wire #: Of Massachusetts-The Construction Testing - 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Grout Placement Summary Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 2 Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Type: ❑X Truss 0 Ladur ❑ Tri -Rod ❑ Hook and Eye D. Boyden ❑X Other: double eye Spacing (o.c.) 16" Flashing Type: ❑ Lead Coated Copper ❑ E. P. D. M. ❑ Coated Copper Fabric ❑ Bituthene ❑ Other: Location: ❑ Thruwall ❑ Jamb ❑ Head ❑ Sill ❑ Slab ❑ Cap ❑ Other: GENERAL REMARKS: The masons grouted all 8" CMU wall reinforced cells and bond beams along line A, 1-9 from the 15th (bond beam) to the 9th course. Styrofoam inserts were in the non - grouted cells. Inspector Name Premium Time Hours Travel Time D. Boyden No REVIEWED BY: William P. Crabtree op"', Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky AN. POIN Of Massachusetts Vp -The Construction Testing Peoplem 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) C.M.U. Mortar Summary Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Mortar Strength (psi.): ❑ O - 350 ❑ N - 750 Hours 0 Other: bulk On Site Mix: Pre -Mix (brand): Quikrete Admixture(s): Type: Truss Type: Pigment(s): Type: Type: Page 1 Report Date 12/02/2010 Report No. 4 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. 0 S -1800 ❑ M - 2500 Masonry Cement (brand): Brand: Brand: Brand: Dye Lot: Brand: Dye Lot: Block Block Type: 0 Standard ❑ Glazed ❑ Split Faced ❑ Other: Block Size: ❑ 4" ❑ 6" ❑Q 8" ❑ 10" ❑ 12" ❑ Other: Horizontal Joint Reinforcement Wire Size (#): Premium Time Hours Travel Time D. Boyden No Type: 0 Truss 0 Ladur ❑ Tri -Rod ❑ Hook and Eye y ❑Prefab "Ells" ❑ Prefab "Tees" ❑ Other: Spacing: ❑ 8" o.c. ❑Q 16" o.c. ❑ 24" o.c. ❑ Other: Wall Ties: ❑ Adjustable ❑ Trap ❑ Triangle ❑ Corrugated 0 Other: double eye Flashing Material: Location: ❑ Thruwall ❑ Base ❑ Sill ❑ Head ❑ Jamb ❑ Cap ❑ Other: Joints Type: 0 Struck ❑ Tooled ❑ Raked ❑ Other: GENERAL REMARKS: The masons were laying up 8" CMU wall along lines A, 1-9 from the 14th to the 15th course (bond beam). Inspector Name Premium Time Hours Travel Time D. Boyden No Min Day 1 Hr (s) �Of Massachusetts -The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781438-7755 (Voice) 781438-6216 (Fax) C.M.U. Mortar Summary Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -REVIEWED BY: William P. Crabtree Page 2 Report Date 12/02/2010 Report No. 4 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Oto Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects D.M. Berg NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Ali Borojerdi Matt Yarmolinsky Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTIIII: C-39 CLASS CONCRETE: 4000# 3/4" No. Of Sets: 1 CUBIC YARDS: 5 SET 1 LOCATION- Footing, Fll Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Fracture Type Q389 4 x 8 12.56 Good 11/24/2010 12/01/2010 7 35,000 2,790 4 Q390 4 x 8 12.56 Good 11/24/2010 12/08/2010 14 44,000 3,500 3 Q391 4 x 8 12.56 Good 11/24/2010 12/22/2010 28 Type 1 Q392 4 x 8 12.56 Good 11/24/2010 12/22/2010 28 Q393 4 x 8 12.56 Good 1 11/24/2010 1 12/22/2010 1 28 GENERAL REMARKS: Slump (in.) 4 Air Temp. (F.) 42 Conc Temp (F) 65 Truck No. 247 Ticket No. 1100788 Time 2:30 Unit Wt lbs/cu ft one end, vertical cracks Air Content (%) 5.4 Inspector Name Premium Time Hours Travel Time Clifford Gravlin No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is 125 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 2 Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky ' Of Massachusetts The Construction Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 11/24/2010 Report No. 2 Gerald Brown Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan FIELD SUMMARY REPORT Total Pour: Footings, F5, F6 & Fll Method of Placement: ❑ Pump ® Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑ Curing Box ❑ Thermal Blanket ❑ Hay/Straw ❑ Trailer ® Field ❑ Other Placement Protection: ❑ Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification (in.) 2-4 Number of slumps out of specification reported to If rejected Approved by Remarks: LITS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11/24/2010 Report No. 2 Job Number 13884 Project Stevens Corner Apartments Attachment 77 Park St. - N. Andover, MA i f• of Massachusetts Inc. "The Construction Testing people" Page # DAILY REPORT OF CONCRETE POUR PROJECT NAME:, Cuens l���t��ricn�- S PROJECT NO.: DATE: 11"off y"1y AIR TEMP.: �� TOTAL YARDS: LOCATION OF POUR: 5 , F� , lGll , Sf4 2wR`� (QwV` Load & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Air Ticket # No. of Cylinders INSPECTOR: (/1�JaI REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 �Of Massachusetts The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Reinforcing Steel Report Report Date 12/02/2010 Travel Time Report No. 3 Gerald Brown Job Number 13884 Town of North Andover 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. CONTACT: Rick DiMauro _TIME OF INSPECTION: 11: 30 AM TIME OF CONCRETE PLACEMENT: 2: 00 PM SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: S-3.1, S-7.1 REVISION NUMBER: DATED: SHOP DRAWING(S):R100 PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Grade beam, column line H at 5-6 and 5 at H -G ATTRIBUTES: REVIEWED Yes No _ Coverage (Top x Bottom x and/or Inside Face x Outside Face x ) X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X ❑X The details in the above described area(s) were complete at the time of this inspection. ® The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: Inspector Name Premium Time Hours Travel Time P. Treska No �Of Massachusetts -The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Reinforcing Steel Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 .REVIEWED BY: William P. Crabtree Page 2 Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco D.M. Berg Ali Borojerdi Matt Yarmolinsky Of Massachusetts L J..ri . �.aThe Construction Testing People'f 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) -Page 1 Concrete Field Report Report Date 12/08/2010 Report No. 3 Gerald Brown Job Number 13884 Town of North Andover 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. WEATHER: •TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 12/2/10 to the lab for testing. GENERAL REMARKS: Inspector Name Premium Time Hours Travel Time Matt Winegar No REVIEWED BY: William P. Crabtree / �Q W� Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco • Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky " Of Massachusetts The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 1 Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/4" 1 No. Of Sets: 1 CUBIC YARDS: 4 SET 1 LOCATION- Grade beam, column line H at 5.5 Lab No. Size (in.) Area (sq. in.) Condition Date Cast Date Tested Age Days Total Load (lbs.) Unit Load (psi.) Fracture Type R869 4 x 8 12.56 Good 12/02/2010 12/09/2010 7 40,000 3,180 3 R870 4 x 8 12.56 Good 12/02/2010 12/16/2010 14 with hammer to unbonded caps) pointed R871 4 x 8 12.56 Good 12/02/2010 12/30/2010 28 Type 1 R872 1 4 x 8 12.56 Good 12/02/2010 12/30/2010 28 8873 4 x 8 12.56 Good 12/02/2010 12/30/2010 28 GENERAL REMARKS: Slump (in.) 4 1/2 Air Temp. (F.) 47 Conc Temp (F) 64 Truck No. 246 Ticket No. 1100989 Time 2 : 30 Unit Wt lbs/cu ft one end, vertical cracks Air Content (%) 4.8 Inspector Name Premium Time Hours Travel Time P. Treska No Min Day 1 Hr (s) REVIEWED BY: Robert S. Granada FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/02/2010 Gerald Brown Report No. 3 Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky �* Of ��drrtmThe Construction Testing Peoplem 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 Page 3 Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. FIELD SUMMARY REPORT "Total Pour: Grade beam, column line H at 5-6 and 5 at H -G Method of Placement: ❑ Pump ❑ Chute Discharge ❑ Bucket ® Other Other: bobcat Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ❑ Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑ Curing Box ❑ Thermal Blanket ❑ Hay/Straw ® Trailer ❑ Field ❑ Other Placement Protection: ❑ Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification (in.) 4-5 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments Attachment 77 Park St. - N. Andover, MA Of r aumhuseft hue "The Comtrudim Testing People" Page # DAILY REPORT OF CONCRETE POUR PROJECT NAME: <- on w P ot. PROJECT NO.: DATE: 17 i ` r AIR TEMP.: �i ^ TOTAL YARDS: LOCATION OF POUR: P'.W/,us 44-1 G i Page 4 Load & Truck # Slump Inches Batching In Batching Out Time In Minutes Yards Concrete Temp. % of Air Ticket # No. of Cylinders G 4Y1 o /(00 l I INSPECTOR: REMARKS: 5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 lit Of Massachusetts People - dug,, 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Reinforcing Steel Report Report Date .TIME OF INSPECTION: 11: 30 AM Report No. Gerald Brown TIME OF CONCRETE PLACEMENT: 2: 00 PM Town of North Andover Job Number 1600 Osgood Street Project North Andover, MA 01845 CONTRACT DRAWINGS: S-3.1, S-7.1 Page 1 12/02/2010 3 13884 Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. CONTACT: Rick DeMaro of Landmark Structures Corp. X .TIME OF INSPECTION: 11: 30 AM X Bar Spacing TIME OF CONCRETE PLACEMENT: 2: 00 PM Bar Quantity X SPECIFICATION: ASTM A615 Grade 40 ASTM A616 Grade 50 ASTM A617 Grade 40 Grade 60 X Grade 75 Grade 60 Grade 60 CONTRACT DRAWINGS: S-3.1, S-7.1 REVISION NUMBER: DATED: SHOP DRAWING(S):R100 PROJECT SPECIFICATIONS: 03300 OTHER: DRAWINGS STAMPED: YES X NO AREA REVIEWED: Grade beam, column line H at 5-6 and 5 at H -G ATTRIBUTES: _ Coverage (Top x Bottom x and/or Inside Face Clearance x Outside Face x ) REVIEWED Yes No X X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted) X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X ❑X The details in the above described area(s) were complete at the time of this inspection. ❑X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. GENERAL REMARKS: 12/09/10: Corrected spelling of superintendent's name on contact line. Inspector Name Premium Time Hours Travel Time P. Treska No Of Massachusetts � tie ■,.�� �mThe Construction Testing 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Reinforcing Steel Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 .REVIEWED BY: William F. Crabtree Page 2 Report Date 12/02/2010 Report No. 3 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky I ' IV December 16, 2010 Mr. Mark Rees Town Manager Town of North Andover 120 Main Street North Andover, Massachusetts 01845 Re: MCP Public Notice — Release Notification Form (RNF) Stevens Corner 75 Park Street North Andover, Massachusetts 01845 RTN #3-29682 Dear Mr. Rees: ULUZi, The Massachusetts Contingency Plan (MCP) at 310 CMR 40.1403(h) requires that the Chief Municipal Officer and the Department of Public Health be notified of the submittal of a Release Notification Form.(RNF) to the Department of Environmental Protection (DEP) in their community.. In accordance with those provisions, please see the enclosed copy of a Release Notification Form (RNF) that has been submitted recently in relation to the referenced disposal site in North Andover. Also, you should be aware that the MCP provides local officials with the right to request additional Public Involvement Activities under 310 CMR 40.1403(9) and 310 CMR 40.1404. Upon evaluation, we have determined that the conditions that led to this notification will require further actions as documented in a Release Abatement Measure (RAM) Plan that will be submitted to the DEP in conjunction with this RNF. Please feel free to contact me at (978) 470-4755 if you would like to discuss this matter. Very sincerely yours, operstown Environmenta LC ames T. Curtis, PE, LSP Post Office Box 4232 Andover, Massachusetts 01810-0814 Phone: 978-470-4755 Fax: 978-470-4756 • www.CooperstownEnv.com Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION 7L Release Tracking Number RETRACTION FORM Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) A. RELEASE OR THREAT OF RELEASE LOCATION: 1. Release Name/Location Aid: STEVENS PLACE 2. Street Address: 75 PARK STREET 3. Cityrrown: INPORTH ANDOVER 4. ZIP Code: 1018450000 5. UTM Coordinates: a. UTM N: 4728910 � b. UTM E: 326525 B. THIS FORM IS BEING USED TO: (check one) 0 1. Submit a Release Notification ❑ 2. Submit a Revised Release Notification ❑ 3. Submit a Retraction of a Previously Reported Notification of a release or threat of release including supporting documentation required pursuant to 310 CMR 40.0335 (Section C is not required) (All sections of this transmittal form must be filled out unless otherwise noted above) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE (TOR): 1. Date and time of Oral Notification, if applicable: Time: E] AM ❑ PM mm/dd/yyyy hh:mm _ 2. Date and time you obtained knowledge of the Release or TOR: 12/2/201 O 7Time: 11:59 ® AM PM mm/dd/yyyy hh: mm 3. Date and time release or TOR occurred, if known: Time: � ® AM ® PM mm/dd/yyyy h h: m m Check all Notification Thresholds that apply to the Release or Threat of Release: (for more information see 310 CMR 40.0310 - 40.0315) 4. 2 HOUR REPORTING CONDITIONS 5. 72 HOUR REPORTING CONDITIONS 6. 120 DAY REPORTING CONDITIONS ❑ a. Sudden Release a. Subsurface Non-Aqueous ❑ Phase Liquid a. Release of Hazardous (NAPL) Equal to ❑ b. Threat of Sudden Release or Greater than 1/2 Inch ® Material(s) to Soil or Groundwater Exceeding ❑ c. Oil Sheen on Surface Water ❑ b. Underground Storage Tank Reportable Concentration(s) F-1 d. Poses Imminent Hazard (UST) Release b. Release of Oil,to Soil ❑ e. Could Pose Imminent ❑ c. Threat of UST Release ❑ Exceeding Reportable Concentration(s) and Affecting Hazard ❑ d. Release to Groundwater More than 2 Cubic Yards ❑f.. Release Detected in near Water Supply c. Release of Oil to Private Well ❑ Groundwater Exceeding e. Release to Groundwater Reportable Concentration (s) g. Release to storm Drain ❑ h. Sanitary Sewer Release ❑ f. Substantial Release MigrationPhase d. Subsurface Non-Aqueous Liquid (NAPL) Equal to ❑ (imminent Hazard Only) or Greater than 1/8 Inch and Less than 1/2 Inch MtMbeu: uuu I/ZU I Page 1 of 3 4evised. 02/01/2010 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM AM@WdD1WCMd&FpC&8T Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) ra4rk�u � �� fr W'd�� rTrh�n t C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE (TORI: (cont) 7. List below the Oils (0) or Hazardous Materials (HM) that exceed their Reportable Concentration (RC) (RQ) by the greatest amount. or Reportable Quantity 0 or HM Released CAS Number, if known 0 or HM Amount or Concentration Units RCs Exceeded, if Applicable (RCS-1, RCS-2, RCGW-1, RCGW-2) ARSENIC � HM 3o MG/KG RCS-1 CHROMIUM HM 36 MG/KG RCS-1 t�_ J L ® 8. Check here if a list of additional Oil and Hazardous Materials subject to reporting is attached. D. PERSON REQUIRED TO NOTIFY: 1. Check all that apply: El a. change in contact name b. change of address c. change in the person noti in 2. Name of organization: STEVENS CORNER LP 3. Contact First Name: ITOBY � � A 4. Last Name: KRAMER 5. Street: 143 BORDR ST 6. Title: DIR OF REAL ESTATE 7. City/Town: E. BOSTON MA 8. State: 9. ZIP Code: 021280000 10. Telephone: 6174188259 11. Ext.: 12. FAX: _ ❑ 13. Check here if attaching names and addresses of owners of properties affected by the Release other than an owner who is submitting this Release Notification (required). or Threat of Release, E. RELATIONSHIP OF PERSON TO RELEASE OR THREAT OF RELEASE: [� 1. RP or PRP Z a. Owner [—] b. Operator [] c. Generator d. Transporter 11 e. Other RP or PRP Specify: 2. Fiduciary, Secured Lender or Municipality with Exempt Status (as defined by M.G.L. c. 21 E, s. 2) 3. Agency or Public Utility on a Right of Way (as defined by M.G.L. c. 21 E, s. 50)) 4. Any Other Person Otherwise Required to Notify Specify Relationship: 4evised. 02/01/2010 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM Ai�d►11rD,pid�®T r6A�r I��`ffi E1tD'�1�rTrt�kint Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) F. CER11FICATION OF PERSON REQUIRED TO NOTIFY: 1. I TOBY KRAMER I, attest under the pains and penalties of perjury (i) that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form, (ii) that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained in this submittal is, to the best of my knowledge and belief, true, accurate and complete, and (iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines and imprisonment, for willfully submitting false, inaccurate, or incomplete information. 2. By. TOBY KRAMER 3. Title: Signature 4. For: ISTEVENS CORNER LP 5. Date: 12/3/2010 (Name of person or entity recorded in Section D) mm/dd/yyyy EJ6. Check here if the address of the person providing certification is different from address recorded in Section D. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12. Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO $10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM, YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp (DEP USE ONLY:) Received by DEP on 12/3/2010 4:29:41 PM rNev1.SCu. VL/u uzu !u Page 3 of 3 k D�►N1rrkv sIr�.i UCT�� ENGINE _ERS CONSULTING ENGINEERS D M BERG CONSULTANTS, I 570 Hillside Avenue P• C Needham, MA SERVING THE INDUSTRY SINCE 1963 02494-1297 p 781.444.5156 f 781.444.5157 www.dmberg.com CONSTRUCTION OBSERVATION REPORT Page 2 of 2 Project Name: Stevens Corner Date of Visit: September 23, 2010 Project Address: 75 Park St., N. Andover, MA Weather: 65 Degrees, Fair Report No.: 01 Locations of observations and construction status: The writer got together with Mr. Richard DeMaro, the superintendent for Landmark Structures and reviewed the questions and walked the site. The following was observed: 1. Demolition is almost complete. 2. There is no CMU wall at 2nd Floor along Line H between Lines 11 and 12. Currently new bar joists supported on ledger channel are specified on S4.2. Sketch will be issued to change the bar joists to steel beams that can be coped and framed to the existing beam. 3. We discussed column wraps around concrete columns at the parking level. In some columns, the new wraps might have to shift to one side or the other or be thicker to coincide with the steel column above (where existing steel columns and concrete columns are not concentric). The minimum thickness of concrete shall be 4". 4. Diagonal bars at two bar joists of the second floor framing over the parking area are bent. New diagonal members must be added. New sketch will be issued. 5. In a few areas, the second floor slab and deck system over the parking area has been damaged during demolition and needs to be repaired. 6. There is no existing CMU along Line 11 at the second floor. There is an existing steel beam that must be clipped to the new beam along Line 10.9 when the new beam is installed. 7. GC has decided to remove the existing CMU wall along Line A and provide a new reinforced CMU wall to avoid cutting and infilling the existing wall. This is acceptable to us. Were discrepancies with the Contract Documents noted? x Yes No Were changes/substitutions/clarifications to the Contract Documents noted? Yes No Were any previously listed items resolved? Yes No Discrepancies: Refer to Items 2, 3 and 6 above. Changes/Substitutions/Clarifications: Resolved Items: Ix - SIGNED: !J COPIES TO: Ali R. Borojerdi, P.E. p:\projO9\001-099kO9O72kcledcal\09072frOl.doc DM Berg Consultants, P.C. has not been retained to make detailed inspections or to provide exhaustive or continuous project review and observation services. DM Berg Consultants, P.C. shall not, during such visits or as a result of any observations of construction, supervise, direct or have control over Contractors' work nor shall DM Berg Consultants, P.C. have authority over or responsibility for the equipment, means, methods, techniques, sequences, or procedures of construction selected by the Contractors or health and safety precautions and programs incident to the work of Contractors or any failure of Contractors to comply with laws, rules, regulations, ordinances, codes, or orders applicable to Contractors furnishing and performing their work. DM Berg Consultants, P.C. does not guarantee the performance of the construction contract by the Contractors, and does not assume responsibility for Contractors' failure to furnish and perform their work in accordance with the drawings and specifications. Design • Analysis • Forensics • Construction Administration • Structural Tests and Inspections Peer Reviews • Feasibility Studies • Historical Preservation • Building Envelope • Specialty CONSULTING ENGINEERS 570 Hillside Avenue Needham, MA 02494-1297 p 781.444.5156 f 781.444.5157 www.dmberg.com �'i� Amm, r )ed.J STRf CT�� ENGINE E!S DM BERG CONSULTANTS, P.C. SERVING THE INOUSTRY SINCE 1963 CONSTRUCTION OBSERVATION REPORT Project Name: Stevens Corner Project Address: 75 Park St., N. Andover, MA Page 1 of 2 Date of Visit: September 23, 2010 Weather: 65 Degrees, Fair Report No.: 01 The undersigned visited the above -referenced project on the date noted above. The purpose was to visit the project at an appropriate stage during construction to become generally familiar with the progress and quality of the Contractors' work and to determine if the work is proceeding in general conformance with the structural drawings and specifications prepared by DM Berg Consultants, P.C. EARTHWORK Soil Bearing Strata for Footings and Slabs -On -Grade Controlled Structural Fill for Footings and Slabs -On -Grade Perforated Drainage Systems Waterproofing Submittals DRIVEN PILES Installation Seismic Connection Submittals DRILLED PIERS Installation Seismic Connection Submittals CAST -IN-PLACE CONCRETE Mix Proportions and Mixing Technique Material Certifications Reinforcement Installation Formwork Concrete Placement Evaluation of Concrete Strength and Sampling of Concrete Curing and Protection Post -Tensioning Operations Submittals PRESTRESSED CONCRETE Plant's Quality Control Procedures Mix Proportions and Mixing Technique Material Certifications Erection of Prestressed Elements Submittals PRECAST STRUCTURAL CONCRETE Plant's Quality Control Procedures Mix Proportions and Mixing Technique Material Certifications Erection of Precast Elements Submittals REINFORCED CONCRETE MASONRY UNITS Material Certifications Evaluation of Masonry Strength Mix Designs Proportioning and Mixing of Mortar and Grout Installation of Masonry Units, Mortar and Grout Reinforcement Installation Weather Protection Anchorage Submittals STEEL FRAMING Plant's Quality Control Procedures Material Certificates Material Markings Alternate Fasteners and Load -Indicating Devices High -Strength Bearing -Type Bolted Connections High -Strength Slip -Critical -Type Bolted Connections Chemical Anchor and Expansion Bolt and Connections Welding Base Metal Shear Studs Joists Metal Deck Details Submittals STRUCTURAL LIGHTGAGE METAL FRAMING ]Installation Submittals WOOD Plant's Quality Control Procedures Installation Submittals WALL PANELS AND VENEERS Installation Submittals SPECIAL CASES x Demolition x I Shoring Design • Analysis • Forensics • Construction Administration • Structural Tests and Inspections Peer Reviews • Feasibility Studies • Historical Preservation - Building Envelope • Specialty CONSULTING ENGINEERS 570 Hillside Avenue Needham, MA 02494-1297 P 781.444.5156 f 781.444.5157 www.dmberg.com Project Name: nST 11A&, ENGINEERS � My— Ilk DM BERG CONSULTANTS, P.C. SERVING THE INDUSTRY SINCE 1968 CONSTRUCTION OBSERVATION REPORT Stevens Corner Date of Visit: October 26, 2010 Page 2 of 3 Project Address: 75 Park St., N. Andover, MA Weather: 68 Degrees, Sunny Report No.: 02 Locations of observations and construction status: The writer met with Mr. Richard DeMaro, the superintendent for Landmark Structures and walked around the site. The following was observed: 1. GC had exposed the foundation for columns H-7, H-8 and H-9. All three footings were 6 feet by 6 feet or larger. Mr. DeMaro mentioned they had dug down some other footings and backfilled them afterwards and those were all at least 6 feet square. Column H-9 was not centered on the footing. GC had also dewatered and chipped one side of that footing to expose rebars, confirming the footings were reinforced. A 6 -foot square footing is sufficient for the loads, so it was decided that GC check all the footings: if they were at least 6 -foot square with the column centered on them, they would be acceptable. Otherwise new concrete would be added to as many sides as needed to make the footing extend at least 3 feet beyond the center of the column in all four directions. Details on the contract drawings would be followed for dowelling. 2. Existing CMU walls along portions of Line F and Line 1 have been removed and existing beams are being supported on shoring. New beams along Line F.1 are currently specified to be supported on the CMU wall along Line 1. Due to the presence of an existing beam along Line 3 from Line E to Line F.1, the new beams along Line F.1 will carry a bigger load. We talked to the architect and GC's superintendent to add a column at F.1-1 to support the new beams along Line F.1. A sketch will be issued. 3. New CMU wall along Line C was constructed to underside of the roof framing. Were discrepancies with the Contract Documents noted? x Yes No Were changes/substitutions/clarifications to the Contract Documents noted? Yes No Were any previously listed items resolved? Yes x No Discrepancies: From Field Report No. 1: 1. There is no CMU wall at 2nd Floor along Line H between Lines 11 and 12. Currently new bar joists supported on ledger channel are specified on S4.2. Sketch will be issued to change the bar joists to steel beams that can be coped and framed to the existing beam. (SKS-01 was issued on 09-29-10) 2. We discussed column wraps around concrete columns at the parking level. In some columns, the new wraps might have to shift to one side or the other or be thicker to coincide with the steel column above (where existing steel columns and concrete columns are not concentric). The minimum thickness of concrete shall be 4". 3. Diagonal bars at two bar joists of the second floor framing over the parking area are bent. New diagonal members must be added. New sketch will be issued. (SKS-02 was issued on 09-29-10) 4. In a few areas, the second floor slab and deck system over the parking area has been damaged during demolition and needs to be repaired. 5. There is no existing CMU along Line 11 at the second floor. There is an existing steel beam that must be clipped to the new beam along Line 10.9 when the new beam is installed. Design • Analysis • Forensics • Construction Administration • Structural Tests and Inspections Peer Reviews • Feasibility Studies • Historical Preservation • Building Envelope • Specialty CONSULTING ENGINEERS 570 Hillside Avenue Needham, MA 02494-1297 P 781.444.5156 f 781.444.5157 www.dmberg.com Project Name: 1 %,8 kyo M ^AJ STI2WCT� AL ENGLfVEEAMA 1Z,S DM BERG CONSULTANTS, P.C. SERVING THE INDUSTRY SINCE 1963 CONSTRUCTION OBSERVATION REPORT Stevens Corner Date of Visit: October 26, 2010 Page 3 of 3 Project Address: 75 Park St., N. Andover, MA Weather: 68 Degrees, Sunny Report No.: 02 New Discrepancies: 6. Support of new beams along Line F.1 as mentioned above; a new sketch will be issued. 7. Second Floor existing beam along Line 4 from Line E to Line F.1 is sitting on top of a stub column sitting on the lintel beam along Line F.1 that in turn is sitting on the new column. 3/8" thick stiffener plates must be added to each side of the existing beam along Line 4 on top of the stub column. Changes/Substitutions/Clarifications: Resolved Items: SIGNED: !� COPIES TO: Ali R. Borojerdi, P.E. P:\projO9XOOl-O99kO9O72kcledcal\09072frO2.doc DM Berg Consultants, P.C. has not been retained to make detailed inspections or to provide exhaustive or continuous project review and observation services. DM Berg Consultants, P.C. shall not, during such visits or as a result of any observations of construction, supervise, direct or have control over Contractors' work nor shall DM Berg Consultants, P.C. have authority over or responsibility for the equipment, means, methods, techniques, sequences, or procedures of construction selected by the Contractors or health and safety precautions and programs incident to the work of Contractors or any failure of Contractors to comply with laws, rules, regulations, ordinances, codes, or orders applicable to Contractors furnishing and performing their work. DM Berg Consultants, P.C. does not guarantee the performance of the construction contract by the Contractors, and does not assume responsibility for Contractors' failure to furnish and perform their work in accordance with the drawings and specifications. Design • Analysis • Forensics • Construction Administration • Structural Tests and Inspections Peer Reviews • Feasibility Studies • Historical Preservation • Building Envelope • Specialty n%,NAW,0E.MIemsAmsLICLFj/R�AL ENGINE E_._ii8 ___,_. ir CONSULTING ENGINEERS 570 Hillside Avenue DM BERG CONSULTANTS, P.C. Needham, MA SERVING THE INDUSTRY SINCE 1963 02494-1297 P 781.444.5156 f 781.444.5157 www.dmberg.com CONSTRUCTION OBSERVATION REPORT Project Name: Stevens Corner Date of Visit: October 26, 2010 Project Address: 75 Park St., N. Andover, MA Page 1 of 3 Weather: 68 Degrees, Sunny Report No.: 02 The undersigned visited the above -referenced project on the date noted above. The purpose was to visit the project at an appropriate stage during construction to become generally familiar with the progress and quality of the Contractors' work and to determine if the work is proceeding in general conformance with the structural drawings and specifications prepared by DM Berg Consultants, P.C. EARTHWORK x Soil Bearing Strata for Footings and Slabs -On -Grade Controlled Structural Fill for Footings and Slabs -On -Grade Perforated Drainage Systems Waterproofing Submittals DRIVEN PILES Installation Seismic Connection Submittals DRILLED PIERS Installation Seismic Connection Submittals CAST -IN-PLACE CONCRETE Mix Proportions and Mixing Technique Material Certifications Reinforcement Installation Formwork Concrete Placement Evaluation of Concrete Strength and Sampling of Concrete Curing and Protection Post -Tensioning Operations Submittals PRESTRESSED CONCRETE Plant's Quality Control Procedures Mix Proportions and Mixing Technique Material Certifications Erection of Prestressed Elements Submittals PRECAST STRUCTURAL CONCRETE Plant's Quality Control Procedures Mix Proportions and Mixing Technique Material Certifications Erection of Precast Elements Submittals REINFORCED CONCRETE MASONRY UNITS Material Certifications Evaluation of Masonry Strength Mix Designs Proportioning and Mixing of Mortar and Grout x Installation of Masonry Units, Mortar and Grout Reinforcement Installation Weather Protection Anchorage Submittals STEEL FRAMING Plant's Quality Control Procedures Material Certificates Material Markings Alternate Fasteners and Load -Indicating Devices High -Strength Bearing -Type Bolted Connections High -Strength Slip -Critical -Type Bolted Connections Chemical Anchor and Expansion Bolt and Connections Welding x Base Metal Shear Studs Joists Metal Deck Details Submittals STRUCTURAL LIGHTGAGE METAL FRAMING BInstallation Submittals WOOD Plant's Quality Control Procedures Installation Submittals WALL PANELS AND VENEERS BInstallation Submittals SPECIAL CASES x Demolition x I Shoring Design • Analysis • Forensics • Construction Administration • Structural Tests and Inspections Peer Reviews • Feasibility Studies • Historical Preservation • Building Envelope • Specialty �Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781438-7755 (Voice) 781-438-6216 (Fax) Reinforcing Steel Report Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 .REVIEWED BY: William P. Crabtree Page 2 Report Date 12/13/2010 Report No. 4 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc: Ms. Toby R. Kramer NOAH Landmark Structures Rick DeMaro Landmark Structures Steve Eisenburg Nunes Trabucco Architects Lucio Trabucco Town of North Andover Gerald Brown D.M. Berg Ali Borojerdi Matt Yarmolinsky Architect's Field Report Project: FITZGERALD HEALTH AND EDUCATION ASSOCIATES Interior Improvements and Alterations North Andover MA Date: Time: Weather: 12/14/10 10:00 AM Clear / Cold Work in Progress: 1. electrical roughing at second floor (relocated panel near toilets) 2. HVAC ductwork installation Observations: VS PAR V� Project Number: 00720 Permit Number: 352-1011 Field Report Number: 02 Temperature: 28° F 1. second floor framing complete, second stairway not yet framed, not yet connected to Unit B 2. three (3) new HVAC units installed at roof 3. first floor toilet room finishes complete, fixtures operational 4. ceiling grid at second floor new areas installed 5, plumbing roughed for second floor relocated toilet 6. some plan layout adjustments made, some intended areas not revised 7. rough plumbing complete at first floor 8. lever hardware for new doors stocked on site 9. no sprinkler piping work yet Discussions 1 Coordination: 1. framing improvements over office entry doors from CD Production Room is satisfactory 2. removal of support wall in CD Production Room and structural improvements to the existing floor framing discussed 3. rerouting of the exit way from the training room discussed, a dividing partition is to be added and a door to be removed; additional exit signs ar to be added 4. NO WORK TO BE PERFORMED WITHOUT THE CONSENT OF THE ARCHITECT �1 Follow-up Items:�r` " IN 4� 10 01) Distribution:Building Department ca Client STH of lk Architect Contractor / Field 38 Essex Road, Ipswich, Massachusetts 01938 - 2532 electronic kocharchitects@verizon.net telephone: 1.978.356.5065 facsimile: 1.978.356.6056 �Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 -Page 1 Report Date 12/13/2010 Report No. 4 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 .ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 4000# 3/8 No. Of Sets: 1 CUBIC YARDS: 21 SET 1 LOCATION- Reinforced columns, column line 9 at A & T Lab Size No. (in.) Area (sq. in.) Date Condition Cast Date Age Tested Days Total Load (lbs.) Unit Load Fracture (psi.) Type S712 4 x 8 12.56 Good 12/13/2010 12/20/2010 7 43,000 3,420 1 S713 4 x 8 12.56 Good 1 12/13/2010 12/27/2010 14 Please email us at reports@utsofmass.com for more information. S714 4 x 8 12.56 Good 12/13/2010 01/10/2011 28 S715 4 x 8 12.56 Good 12/13/2010 01/10/2011 28 S716 4 x 8 12.56 Good 12/13/2010 1 01/10/2011 28 GENERAL REMARKS: Slump (in.) 6 Air Temp. (F.) 51 Conc Temp (F) 70 Truck No. 163 Ticket No. 7045437 Time 10:05 Unit Wt lbs/cu ft Type 1 Air Content M 5.0 Inspector Name Premium Time Hours Travel Time Jack Myers No Min Day 1 Hr(s) REVIEWED BY: Robert S. Granada • FRACTURE TYPES X X Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Report Date 12/13/2010 Report No. 4 Gerald Brown Town of North Andover Job Number 13884 1600 Osgood Street Project Stevens Corner Apartments North Andover, MA 01845 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan FIELD SUMMARY REPORT Total Pour: Reinforced columns, column line 5,6,7,8 & 9 at F,H & I Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other Other: Method of Concrete Consolidation: ® Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: ❑ Curing Box ❑ Thermal Blanket ❑ Hay/Straw ❑ Trailer ❑ Field ❑ Other Placement Protection: ❑ Thermal Blankets ® Heat ❑ None ❑ Other Slump Specification (in.) 5-8 Number of slumps out of specification reported to If rejected Approved by Remarks: Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Compressive Strength Report - Concrete Gerald Brown Town of North Andover 1600 Osgood Street North Andover, MA 01845 cc: Ms. Toby R. Kramer Landmark Structures Landmark Structures Nunes Trabucco Architects Town of North Andover D.M. Berg ft Page 2 Report Date 12/13/2010 Report No. 4 Job Number 13884 Project Stevens Corner Apartments 77 Park St. - N. Andover, MA Contractor Landmark Structures Corp. Concrete Co. Maclellan NOAH Rick DeMaro Steve Eisenburg Lucio Trabucco Gerald Brown Ali Borojerdi Matt Yarmolinsky 75; 9 Date. P/.�//. r ...... �,ao ,e•° O TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION AC N_.�- U,Et This certifies that C ..P. t .... P /, r� ..................... . has permission for gas installation ......... in the buildings of .......................................... at .. ........... I North Andover, Mass. Fee.,. .... Lic. No..1.? i.1L �- 6AS INSPECTOR'S Check # MASSACHUSETTS UNIFORM APPUICATON FORPERMIT TO DO GAS FITTIN G (Type or print) Date 1,2 "o aI NORTH ANDOVER, MASSACHUSETTS Building Locations / -P��Q 7 Permit # Ad le- �/P a ✓ �4 Amount $ Owner's Name New Renovation ❑ Replacement ❑ Plans Submitted ❑ (Print or type) Name Address ,�O� I N 4 e Name of Licensed Plumber or Gas Fitter M Check Certificate Installing Company Corp. ❑ Partner. ❑ Firm/Co. INSURANCE COVERAGE Check one: I have a current liability Insurance po icy or it's substantial equivalent. Yes ❑ No❑ If you have checked yes, please in Cate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. own (OFFICE USE ONLY) $16gnature of Licensed Plumber Or Gas Fitter Plumber /1103 j-6 Ci -9s' Fitter License Number Journeyman � a U z w z w •• a w O d 0 a o z w a c z > V` , x w Z¢' d x x z z a C w > w U v w z a d a F F Q m z o z a o x w> z a Q d o o w c o w E~ x o x w� 3 c U U a> a H o SUB-BASEM ENT B A S E M ENT 1ST. FLOOR 2ND. FLOOR 3RD. FLOOR 4TH. FLOOR 5TH. FLOOR 6TH. FLOOR 7TH. FLOOR 8TH. FLOOR (Print or type) Name Address ,�O� I N 4 e Name of Licensed Plumber or Gas Fitter M Check Certificate Installing Company Corp. ❑ Partner. ❑ Firm/Co. INSURANCE COVERAGE Check one: I have a current liability Insurance po icy or it's substantial equivalent. Yes ❑ No❑ If you have checked yes, please in Cate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. own (OFFICE USE ONLY) $16gnature of Licensed Plumber Or Gas Fitter Plumber /1103 j-6 Ci -9s' Fitter License Number Journeyman A=NN The Commonwealth of Massachusetts Department of Industrial Accidents ' r sin Office of Investigations .Z: 'I« U 600 Washington Street Boston, MA 02111 www.mass.gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print'Legibly Name (Business/Organization/Individual): l P�j� YJ& Address: Q` 7 MPI W S-�f SV 1T� City/State/Zip: 5 j cOC;aftM ii QJ*hone #: -79'( J__? fy cg,� J Are you an employer? Check the appropriate box: 1. VI am a employer with 4. ❑ 1 am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 3. ❑ I am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, § 1(4), and we have no insurance required.] employees. [No workers' comp. insurance required.] Type of project (required): 6. &<ew construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10.0 Electrical repairs or additions 11.0 Plumbing repairs or additions 12.❑ Roof repairs 13.❑ Other *Any applicant that checks box # 1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub -contractors acid their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:`^ Policy # or Self -ins. Lic. #: E� Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the,pains and penalties ofpefjury that the information provided above is true and correct. Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or -on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es) and phone numbers) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to cavy workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confinnation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pen -nit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is cDepartment complete and printed legibly. The Deparent has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pen-nit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in.any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or pen -nit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 wwrv.mass.gov/dia Revised: 02/01/2010 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 Ll RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number A80@NMplRCMdRFpCEh0T RETRACTION FORM rAf4&I&VVi€1m0`6rTd-Wnt Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE (TOR): (cont) 7. List below the Oils (0) or Hazardous Materials (HM) that exceed their Reportable Concentration (RC) or Reportable Quantity (RQ) by the greatest amount. O or HM Released CAS Number, 0 or HM Amount or Units RCs Exceeded, if if known Concentration Applicable (RCS -1, RCS -2, RCGW-1, RCGW-2) ARSENIC 30 /KG RCS-1� CHROMIUMiHM 36 MG/KG RCS -1 ®� 8. Check here if a list of additional Oil and Hazardous Materials subject to reporting is attached. D. PERSON REQUIRED TO NOTIFY: c. change in the person 1. Check all that apply: ❑ a. change in contact name b. change of address F] notiin 2. Name of organization: STEVENS CORNER LP 3. Contact First Name: TO BY4. Last Name: JKRAMER I 1143 BORDR ST 6. Title: DIR OF REAL ESTATE 5. Street: E. BOSTON8. Mp` g. ZIP Code: 021280000 1 7. City/Town: state: „ 1617418825:9:= 11. Ext.: 12. FAX 10. Telephone: F13. Check here if attaching names and addresses of owners of properties affected by the Release or Threat of Release, other than an owner who is submitting this Release Notification (required). E. RELATIONSHIP OF PERSON TO RELEASE OR THREAT OF RELEASE: 1. RP or PRP 0 a. Owner [-] b. Operator ❑ c. Generator d. Transporter ❑ e. Other RP or PRP Specify: 2. Fiduciary, Secured Lender or Municipality with Exempt Status (as defined by M.G.L. c. 21E, s. 2) 3. Agency or Public Utility on a Right of Way (as defined by M.G.L. c. 21 E, s. 50)) 4. Any Other Person Otherwise Required to Notify Specify Relationship: Revised: 02/01/2010 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 L7 RELEASE NOTIFICATION &NOTIFICATION Release Tracking Number A,MiWQtildRFpCRhBT RETRACTION FORM ra4ul<:r`ffl€tmd�l�rl(rt�l�nt Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) F. CERTIFICATION OF PERSON REQUIRED TO NOTIFY: 1. I TOBY KRAMER ,attest under the pains and penalties of perjury (i) that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form, (ii) that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained in this submittal is, to the best of my knowledge and belief, true, accurate and complete, and (iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines and imprisonment, for willfully submitting false, inaccurate, or incomplete information. 2. By. TOBY KRAMER i 3. Title: Signature �STEVENS CORNER LP 12/3/2010 14. For: A 5. Date: (Name of person or entity recorded in Section D) mm/dd/yyyy E] 6. Check here if the address of the person providing certification is different from address recorded in Section D. 7. Street: 8. City/Town: 11. Telephone: 9. State: 10. ZIP Code: 12. Ext.: 13. FAX YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO $10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM, YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp (DEP USE ONLY:) Received by DEP on 12/3/2010 4:29:41 PM Revised: 02/01/2010 Page 3 of 3 December 16, 2010 North Andover Health Department 1600 Osgood Street Building 20, Suite 2-36 North Andover, Massachusetts 01845 Re: MCP Public Notice — Release Notification Form (RNF) Stevens Corner 75 Park Street North Andover, Massachusetts 01845 RTN #3-296:82 Dear Sir/Madam: occ � 12010 TOWN OF NORTH ANDOVER HEALTH DEPARTMPNT The Massachusetts Contingency Plan (MCP) at 310 CMR 40.1403(h) requires that the Chief Municipal Officer and the Department of Public Health be notified of the submittal of a Release Notification Form (RNF) to the Department of Environmental Protection (DEP) in their community. In accordance with those provisions, please see the enclosed copy of a Release Notification Form (RNF) that has been submitted recently in relation to the referenced disposal site in North Andover. Also, you should be aware that the MCP provides local officials with the right to request additional Public Involvement Activities under 310 CMR 40.1403(9) and 310 CMR 40.1404. Upon evaluation, we have determined that the conditions that led to this notification will require further actions as documented in a Release Abatement Measure (RAM) Plan that will be submitted to the DEP in conjunction with this RNF. Please feel free to contact me at (978) 470-4755 if you would like to discuss this matter. Very sincerely yours, ooperstown Environ nta LC mes T. Curtis, PE, LSP Executive Vice President Post Office Box 4232 Andover, Massachusetts 01810-0814 Phone: 978-470-4755 Fax: 978-470-4756 - www.CooperstownEnv.com Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number ®T RETRACTION FORM Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) A. RELEASE OR THREAT OF RELEASE LOCATION: 1. Release Name/Location Aid: STEVENS PLACE 2. Street Address: 175 PARK STREET 3. City/Town: NORTH ANDOVER 4. ZIP Code: 01,8450000 5. UTM Coordinates: a. UTM N: 4728910 b. UTM E: 326525 B. THIS FORM IS BEING USED TO: (check one) Vj 1. Submit a Release Notification 2. Submit a Revised Release Notification ❑3. Submit a Retraction of a Previously Reported Notification of a release or threat of release including supporting documentation required pursuant to 310 CMR 40.0335 (Section C is not required) (All sections of this transmittal form must be filled out unless otherwise noted above) 1C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE (TOR): Date and time of Oral Notification, if applicable: Time: mm/dd/yyyy 2. Date and time you obtained knowledge of the Release or TOR: 12/2/2010 Time mm/dd/yyyy 3. Date and time release or TOR occurred, if known: F_ _ _ Time mm/dd/yyyy Check all Notification Thresholds that apply to the Release or Threat of Release: (for more information see 310 CMR 40.0310 - 40.0315) 2 HOUR REPORTING CONDITIONS 5. 72 HOUR REPORTING CONDITIONS R a. Sudden Release b. Threat of Sudden Release c. Oil Sheen on Surface Water d. Poses Imminent Hazard ❑e. Could Pose Imminent 11:59 AM Hazard of. Release Detected in [� AM Private Well hh:mm g. Release to Storm Drain h. Sanitary Sewer Release F] (Imminent Hazard Only) AM F� PM nn:mm a. Subsurface Non -Aqueous 11:59 AM ® PM hh:mm Phase Liquid (NAPL) Equal to [� AM PM hh:mm or Greater than 1/2 Inch 6. 120 DAY REPORTING CONDITIONS I f. Substantial Release Migration d. Subsurface Non -Aqueous Phase Liquid (NAPL) Equal to or Greater than 1/8 Inch and Less than 1/2 Inch Revised: 02/01/2010 Page 1 of 3 a. Subsurface Non -Aqueous a. Release of Hazardous Phase Liquid (NAPL) Equal to Material(s) to Soil or or Greater than 1/2 Inch Groundwater Exceeding F] b. Underground Storage Tank Reportable Concentration(s) (UST) Release b. Release of Oil to Soil Threat UST Release Exceeding Reportable c. of Concentration(s) and Affecting More than 2 Cubic Yards od. Release to Groundwater near Water Supply c. Release of Oil to Groundwater Exceeding Fe. Release to Groundwater Reportable Concentration(s) near School or Residence f. Substantial Release Migration d. Subsurface Non -Aqueous Phase Liquid (NAPL) Equal to or Greater than 1/8 Inch and Less than 1/2 Inch Revised: 02/01/2010 Page 1 of 3 9EZ9-8£ti (�81) Xed S9LL-8£ti (L81) 08LZ0 vnesnyoesseW 'weyauM 'aue7 uospaeyola S :SMVN321 210103dSNl �o / _ � _ / _ q y :2jnod d0 NOLLVOOl C. 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G� oe G k • � A N q. 91) ^Q U\ z 0 0 r � d1 m z now �„► 0 sogo' v01 0 0 0 0 ? ILa ILC s d 0m7F " on 0 �0 0a�d W� U V a 0 0 IL CX H'OIL 0 Ul A m 1 V 0 0 w EQ i a m 47 A SENIOR RESIDENTIAL CARE COMMUNITY Z71 -1 D 3Wd6148 R E C E IP T Printed:10-29-2008 @ 9:48:19 Essex North Registry Robert F. Kelley r Register Trans#: 136071 Oper:SHEILAM SMOLAK Book: 11357 Page: 5 Inst# -27677 Ctl#: 5 Rec:10-29-2008 @ 9:48:09a NAND PARK 9 OSGOOD ST DOC DESCRIPTION TRANS AMT ----------- --------- NOTICE Surcharge CPA $20.00 20.00 50.00 recording fee 50.00 5.00 TECH FEE 5100 Total fees: 75.00 *** Total charges: 75.00 CHECK PM 1504 75.00 125 7 Ps5 27677 CDER SHEET FIRST PAGE OF THIS DO CUMENT DO NOTREMOVt GRANTOR GRANTEE . ADDRESS QEF PROPERTY CITYITOWN TYPE OF DOCUMENT _ _MLC. "SIGNMENT . TYPE EED 6D .MORTGAGE DISCHARGE AFFIDAVIT NOTICE TYPE SUBORDINATION C CERT . TYPE DEC OF HOMESTEAD UCC TYPE DEC OF TRUST OTHER DESCRIBE Essex North Registry of Deeds Rabept F. Kelley, Register .354 Merrimack St, Suite 304 Lawrence, MA 01843 (978) 683-2745 www.lawrencedeeds.com °a?�lll �' .\�?:Illit 111 1 '•V? ( 1lifir';71rT)i--...,.. • l fh'Il1• >t'lthil\t4. �ttt'-t i;tJ't'77Jef11 � Nor+u-r TOW$] Of North Anclover li;t)l;llr? 1 1 t\ eSt� I • ..l 7t r•;� $� Ya p 1, 1 1 a(.�ta<•.� �4. ° I;i•.Ir it�l \.I '� .ul?.�rtc.�>;rrt a< 1�;.��"*'�;,;s[r`'" a tVV'Ut'kflt• t!t'7711ri'7'V \, � o 4, .n l h il,•1-; 1) ]pptrhtrr )i,ltiirl 13r,h's�. I.tit1 cwUs- This is to Certify that twenty days have elapsed from datercf i:t<4, roil, filed filing of an appea; `oyce A. ownC4Bradsilaw Town Clark FINDINGS AND DECISION RE: Application of Stevens Corner Limited Partnership for Comprehensive Permit /' 17FST: A True COPY DATE: October 8, 2008 0 'Town Clerk PROCEDURAL HISTORI- 1. C)il or about Fc•btuati' 28, 2008, Stevens Corner Litnited Partnership, ha—,, llg all Address c !o Neighborhood of .'affordable Mousing, Inc., 143 Border Street, fast. Boston, Massachusetts 02128 (tile "Applicant"), applied for a comprehensive pernit fiom the Zoning Board of Appeals (tilt: "Board"), pursilant to G -L. c. 40B, 20-23, to construct an affordable housing project at .5 Park Street and 29t) Osgood Select ul North Andover (tile "application"). The _applicant proposed to redevelop and conlvert the former Greenery rehabilitation nursing home facility into fortl•-t�vo (42) ulits of rental housing, to be knlown as "Stevens Corner" (the "Development" ). As I)rciposed, tilt: Development would be located on a site consist ll of ?? portion of properh' sllo�vlx in the Assessor's records as Map 85,`Lot f Ilii (tile "Subject , more or cPropertl"'. •Ilse Subject Property is zonc-d .Residential 4 (R-4) ) Law and as del)ictled on the Town of North Andover Zotungj%illpl the North Andover IonillS; By 2. A duly advertised public hearing; was opened on February 12, 2008, and Continued to the following dates: l first nlcrrilll;: Leel al notice oul,., c)n February 12, 2008. Second nleerillg: First evidence On Ilcbruan, 28, ?()((8 • Third tncc•rIllti: Coli llucll otill-, no c\idcncc cm Mal (11 1 1, 2ru)8 I•,\urth rile-ctil)g: \o gtionin) (.)Il 1,I)ril I ", 20f 18 Fifth 111cct-ill": Second cviderlcc on 1I<ti 1.2, 2(t()8 ;ixtll nrlecrillti: Third c\ ldcrlcc• olljunc l it, 21n 18 Sct vildl n)cc•rilig: 1'ourt11 c\-idcncc oil lutitlst 1 2, 2tn18 3. Thi.• I)ttblic hc•at•ilh was rcrnlinared on .�utiusr 12, 2utt8, anti the rcyur,tcd \vai\ cry cJuring the' mi'erirlgs of Sc )trnlbrl I e 2l tt (1>,c. }io:u'd disco ,l rbc dcri<i(m 1 old Octtthcr _, _t it 18. 1• 171c ft elle7wing de rcunlenrs :u1d c>.hihits N\ erc rccc" ed during rhe I)ublic hearing: lt.Ot1 t l,,,u:,tl Ctrt (. ?Suilrlrnp _'fir • tiutte?-;t Nt.1111 'ln�lt,)'�t. ilea», cht,;cli, OJSJ 97T(,,'8 99 #2 \VL;h - \1\i N ln�\ttnlinh tn,111Jtinct r.•on .t -'c _ 1 'I Hearin,, Date From Pre -Application 1.1"Illies NL Lcnakis, I Chairman, Board of Selmmen, to 1,atlrie '.I•icl:le, Director, Low Income H(nising Tax Credit Provram Pte -Meeting Stcvcns Corner To 2.12.08 Lunited Partnership North Andover Zoning Board of Appeals Albert 1). Manzi, —_ III, Chail•man .John 'I'. Smolak, Esq., Smolak & Vaughan LLP, to Albert P. Ivianzi, III, Chairman Barbara I hidden, Chairman, School (;onlmittee to Albert P. Manzi, III, Chairman Alison McKay, conservation _. Mministrau _Contents ----_ — -_--------^—` 7.O�Ci] i:esPonsc to request for comments on application for Project E.Iifibilitr better Comprehensive Perilllt AI)Pllcari011 Eagle Tribune Lel al Nc)tice Published on 1?8.08 and 2.4.08 ;Memo requesting Board and Corer letter with enclosures including VHB Existing Conditions Plan, dated 12.18.07, and Marcluonda & Associates Site Utility Plan, dated 2.7.08 Menloninduin commenting on ComPrellensive Permit application Consen-ation Department's prelimillart comments on Compreheusivc I)crinit ./omni; Board of Legal notice F1 v ral notice ( 1 • d To 2.28:08 ,john '1. Sn101ak, I -,sq., Smolak & I,aughan 111), to .Albert 11. Nlan i, Chairman Chl']titlall C. — I Lill tress, R1,:1, Ifuntress _ associates, Inc. Fo 4.17.08 1 Carrie 1's�� Park Street To 5.12.08 — I)uiiglas C. ! Prentiss, PI :, P I.OF, Scnirn• )11 � , Ila to ()])ell the hearing on 2.13.081 Covcr letter ,x°ith enclosure including;: (1) ilpdated Project Iaigibility Letter, dated 1.23.()8; (2) Applicant's Order of Presentation for 2.38,08; and (3 ) Project Sunlinarti• table Proposed Landscape Plan, Steven,, Corner, dated 2.28.0,,-; (witll two:nn -four (24) tree and shrug.) descriptions) Item Date 12.3.0 Town Gerl 1.25-08' 25.08 1'o«n CIcrk 1 28.08 rl?8.08 2.11.08 — 2.11.08 -� 2.12.08 Town CIerk 3.12.08 2.2.8,08 - 2.28.08 -- Letter in response to Stevens Corner Comprehensive Pcnllit application 4.15.08 Traffic impact peel• rcvle\1-, Stex•ens 5.()7.1)8 Corner Pad;(• 2 of 21 Principal 1:11 ginccr, ].ay, Spofford & I.horndike Dermot P1:, Dermot ). hellY .associates, Inc. I I untress .associates, Inc I Douglas C, - Prentiss, Pl.?, P'I.OL, :Senior principal I "Ilgineer, Fay, Spofford & Thorndike To 6.10.08 josepin D. P'znola, PE, Engineering Division Manager., Hancock Associates Cover Ictrcr enclosing Conceptual 1111provenlcat PhIII, Os4L) (:curt, Pleasant incl Parks Streets, No. Andover, �,Nl.a, prepared bt- DermotI. Kelly .associates, Inc., dated 5.9.08 Proposed landscape Plan, Stevens Corner, dated 2.28.08, N%.Ith Revised Base Plan dated 5.9.08, Sllcct 1 of I Response ceptuallmproveincnt Plan, Stcvens Corner, for ,5tevens Corner intersection L ngIncering peer review 5.9.111; 5-9 08 5.19.08 John T. Smola k, Cover letter and response to 5?2.08 C.UC.08 Esq., Smolak & engineering peer review letter, including Vaughan LLP, to the following plans and documents: (1) alberr P. ?iianzi, set of plans entitled "Prelilninary Site III Development Plans, Stevens Corner, North Andover, plass.," dated plan' 8, 2008 (Rev. June 0, 2008), prepared by pIarchionda & .associates, LP, and signed and stamped Uy john K. I3arrc>wa, PI:; (2) plan entitled "Parking Restriping Plan," dated June G, 2008, prepared by Nutnes Trabucco ;architects, signed and stamped.bv Lucio 'F abucco; (3) set of plans entitled "Residences at Stevens Corner," dated March 6, 2008, signed and stamped by Lucio'I'rabucco; (-I) set of elevation plans entitled "Residences at 5Te\'e1lti ( 11cr," dated lune 5, 20DS prepared by Nttlles 'l'tallucco ,architects, ,q ;fined and stamped by Lucio Trabucco; (5) sutnmary entitled "Narrative" (ulndared), prepared by Nunes Trabuccc> .lrcllitects; (fi) narrative entitled i "Proposed Outline Specifications", elated Ianuarti• 24, 2008 preparcd b1- \' Lanes — --- �� ,\ Page 3 of?u J� i 5. FINDINGS 1,11C Applicant submitted the foll(AVing information in accordance with 760 CNIR 56.04: Page 4 of 20 1 Trabucco :Architects; (, 9C -Mail and letter , "C'n, from Lt. Aildrex\I 'Is ire Safm- Officer; and (8) updated project NvajN-Cr Lt. —Andrew list F -mail that fire I'mc N\ "liver is acc F)m 6. ------- Mclinkas -C to the ["ire Department j � Christian C. MCM0 Oil exterior building lighting, Huntress, 1-11111tress John Barrows Cover e-mail reg-arding: (1) 11 test pit -t pit jed�). 6.10..08 h2gs; and (2) soil test it loca6()jjs Gene Wfflis, NA, E -n -mi.] regardingi-eviewed and app­roi Town 1-I'llgincer traffic plan submitted by Dermot j. Kelh. — Associares, Inc, Joseph D. Peznola, Second engineering 'peer review o. fo 0-8 PE, E-lagineel-ing Division Manager, Hancock Associates Stevens Corner Site Approval Appka6on, The Greener 6.10.08 -6.10.08 Linlited Partnership, c/o (Foriner Nursing Horne), 75 Park Street,' North Andover, Neighborhood of NL� Affordable Housing, Inc, Garvie Psn,bysz, 55 Comments on Stevens Corner Project, Rec'd 6.1 1.08 Park rl, c Street dated 6.10.08 Jennifer Hughes, Confirmaton, Memorandum on wetlands 7.30.08 Conservation jurisdiction :Administrator john T. Sinolak, Cover letter with enclosure iliclud4g 7.31.08 1 sq-, Sinolak & COlillery Associates report, dated 2.25.08 to Albert P. jN1,111zi, 131, Chairman john T. Sinolak, C01"et letter including �i updated Taiid 8-05.08 Fsq., Smolak & amended Project I'lligibility Letter, elated Vaughan to 8-4.08 Albert P. Man7i 111, Chairman Mich, acl.jacobs, I The Greencry (Stevens Corner) fi"i—lici'll %1HJ Associates'111-s"', —tail, ns dated 1.5.08 FINDINGS 1,11C Applicant submitted the foll(AVing information in accordance with 760 CNIR 56.04: Page 4 of 20 f'l' proof that it is or `ill becoule a "limited dividend or;anization," as that rcrm i. used in i i.I., c. 4011, �. 'l, and X00 C.; Jlt 5f).04(1); {l)) evidence of a subside as indicated b,• the "Site approval Letter- of the Department of Housing and (;otnrnunitt• ISO clopment (DH(:D), dated Januart• 4, 2008, as amended by hvo (?) "Amended Site Approval Letters," dated f anuarr 23, 2008 and Au[ust -1, 2008 /collectively, the ",Site Approval Letter"), under the LoNk. Income I lousinti Taa C:rcdir (I -1H 1'(;) prol;i°am; (c evidence that the Applicant "controls the site," as that term is used it1 '60 CJIIi 56-04(l), br �-irtue of a Purchase and Sale Agreement, dated januail- 35, 1008, by and bet -awn it and Peace properties, Inc., the owner of the Subject Propertc. t. The Town of North Andover, according to the DHCD, has not achieved the statutory minimum set forth in G.L. c. 40B, § 20 and/or 760 ChIR 36.03 in that affordable housing does not constitute more than 10, percent of its total number of dwelling units nor is 1.5(22(1 of the its land area in affordable housing. 'The Town has a plan for production of affordable un DHits certified by C'D. 7. 'llic Board retained the following consultants to assist ul the review of the application: Civil Engineer: Hancock _Associates, Njarlborough, Nlassachusetts • Traffic Engineer: Fay, Spofford & Thorndike, Inc., Burlington, Massachusetts • Special Legal Counsel: Blatman, Bobrowski & Mead, LLC, Concord, Nfassachusetts • Financial Consultant: �NIHJ Associates, Brookline, i\Iassachusetts �`�• The proposed development was reviewed by the following municipal officers or. agencies: Board of Ncaltll • planning Department • Comrnunit- - Development Building Comnlissioner • COnsell'ation Commission Dire Department Police Department Department of Public k�,orks Town Manager Board of Selectmen • I fousin,­ Partnership Committee • (:otntnunitt' Prescrvarion Committee • Firlance Committee . School Committee 9. If developed in accordance with the conditions set forth herein, the Proposed Devcl()pment will be consistent with local needs. Patio 5 of _'Ii l DECISION Pursuant to G.L., c. 4011, the //ling Board Of Appeals of North Anc (wer, after pui-)lic hearing and findings of fret, hereb�grants a comprehensive perrliit to the .Applicant for the cc)nstruction ()f folly -two (42) rental unirs, to be located iii the. existing building on the Subject 1'r(.)perta•, ti ,;;ether �� it}t associated infrastructure and imprc)�•cr-nents, sul�jccr to the conditions below.1 he term "Applicant" as set fort],llcrcin shall mean the .lpplicanr, its heirs, successors, transferees and assiti Is. 'Ihe term "Board" as set forth.hercin shall near the '/,onillg .130,11x1 of :Appeals. Unless c)thciw ise indicated herein, the I1c)ard tnaNdesignate an agent or agent; to reg iett and appre>t c matters set forth herein. Conditions I. •111c Development sliall be constructed in substantial conformance «with the plans of record set forth below (collcctic-el)•, the "Plans of Record"). _Ana- change(s) shall be governed b}' the provisions of 760 CNIR 56.(15(11). ed by Sheet Title --- - Date Barrows, .PE, rMarchi(o)oida Cover Sheet Prclinlirla3� Site 5.3� (Ig -- �rineer #4()052 1 of 4 Development Plans, & Associates, C1 Stevens Corner, ,Montvale :Avenue, North Andover, Suite 1, Stoneham, TMA ]Mass. 021180 John A. Barrows, PE Sheet 2 of 4 1✓zisting Conditions, S:g,C)g Civil Engineer #40052 C_2 i ) Stea Itis Corner, Marchionda & .Associates, North .Andover, LI', 62 �IC)nrT'a1C :��°eI111P, 1`1aS5. Suite 1, Stoneham, INIA 02180 rJohn A. l;arroaa•s, PI: Sheet 3 of 4 Proposed Site l']an,� 5.$.(11; Civil l i111r, nccr #40052 C;_ 3 ( ) SteveIls Corner, Mrchionda acC ..Associates, :North :Andover, LP, 62 Monn-ale .1N•enue, Mass. Suite 1, Stoneham, �I:A 02180 John .A. Barrows, PF Shcct 4 of ..4 tilin- PlatStercus —- I:n;iecr#4(052 /C-4)l l, torner,Marchionda 5'8'08Ciril &Asst)ciates, North .Andover, 1:P, 62 Montvale :Wenue, Mass. Suitc 1, SC()nch11111, M,A— (1218(I Christian C;. Huntress, RI,.A # 1178 I Sheet I of 1 Projccr lnndscapc 2.28.08, Revised I Itritticss .A5soclates, lnc. j Plan, Stel•Cns Corner, i 5:9.(1,5 1 . 'FewksburStreet, North .Andover, .\ndotcr, 1LA (1151 U � _` Mass., Massachusetts Rine 6 of _'rr 11 A I.ucic) Registered .lrchircct #-9c \uncs 'lirabucco .lrchitec JI 5a Chestnut Street, �hcet 1 of 1 _ -_ i Parking; Restriping - �` Plan, Residences at is tirevelts Corner, Park � I �trecr\ 1 Needham, \Ll (12192 I urth _ _- , �ndurer, %1.\__ I,ticio Trabucco,�� ! Sheet 1 of 4 (.l I (;rcnlitcl floor Plan- Registered .lrchircct #�99? 1), Residences at "_\ones Trabucco .1T'ChTTCCtS 31 �tever's Corner, Park 5a (;hc.tnut Street, \cc•dl)am, \Ia ()" ( Street, North i I--` --1 _ 1--__-__ __ .Andover, ;11.1_ I-,-- .uclo "t'rabucco, Shea 2 O 4 (.l- first Floor Plan. .krchi[cct #7997 2) 2 Residences at Nunes Trabucco ..Architects �' Stevens Corner, Park 315a Chestnut Street, Street, North Needham, \l.l 02192 �Andorer, ala Lucio Trabucco, Sheet 3 of 4 (,l- Second Floor Plan Relristered Architect #7997 3) (a-3), Residences at Dunes Trabuccu .Architects Stevens Corner, Park 315a Chestnut Street, Street, North Needham, NM 02192 Andover, Ri.l Lucio Trabucco, Sheet 4 of 4 (:A- Unit Floor Plans (11 - Registered .Architect #7997 4 4}, Residences at Nunes ' Architects Trabucco .ArchiStercus Corner, Park 315a Chestnut Street, Street, North Needham, IMA 02192 ,Andover, Dell. Lucio Trabucco, Sheet 1 of 2 Roistered !Architect #79117 Rendered ;Aerial Ntuies Trabucco -Architects \rie��`, Residences at Stevens Corner, Park 315a C;hestnut.Street, Street, North Needham, I1l.l 02192 Andover, l�ia _ Lucio Irabucco, —sheet 1 of 1 Rendered I'slevations, Rel;istcrccl arcl)itccr zT) Mines•IrabtiCC() .Arcl)itccts Residences at Stevens Corner, Park 315a Chestnut Street, Street, forth Needham, \LA 02192 Andover, Nl,k 6.8.(18... 3.(.08 3.6,.08 3.6.08 1.5.08 G.5as 2. Tile I)c.-cloPinent shall be limited to forte -taro (42) rental units, of which five (5) d"velling units shall be one -bedroom units, thirty --taro (32) dWelling units shall be two-bedroom ,nits, and tip c (5) dvvciling units shall be three-bedroom units: 3- It least ~went. -_ ivc percent ('15"o) of the dwelling; units, which, as approved, is ,It least thirty -taro (32' dwelling, units (the ".Affordable riots"), shall he.rescl\,ud tenantsin pril)ctuin for rent to carnu)g ilo more than sixtt• percent (6)(1 ,) of the arca ,'Median Income, adjusted for household size, for the Lawrence, :SLA or applicable P11ti.A in the event of a clunge. The rents and allowable incomes for sticl) :Affordable Units shall be established in accordance• wit!) the Ill fC;ll's I.o�v income 1 -lousing Tax Credit Progr.ui) guidelines, formulas or the methodology Published h)• the DI JCC, as revised. 1'a11;c — of'20 `1 'l'O the nI I\•I111CIt11 extent permitted bi law, preference for rile rental of sel'Ciltl' percent (it rile Affordable L -nits In the 111it1f11 )Case up of tilt; Affordable l nits and at all subsequent rinks shall be Marketed to Persons or tilnlilies who are either (a) Persons who have made their Primary residence inNortli Aradm-cr or (b) enlPlol-ces of the Town of North Andover. "1'he local })reference shall be implenlenred by a lottery agent approved by the Board and by llI ICD, Prior to conducting the Iotter�•, the lottCl•1 agent shall submit a final tenant .election flan to the Board or its agent for approval. All costs associated kvith the lottery shall be e\Clusively [)(.).rile by the applicant. S. Prior to the issuance of a building Permit for ant unit located on rhe Slllijcct Propert-v, the Applicant shall prepare a l�Ct;ltlatorl- Agree111Cnt and Declaration of Restrictive Covenants, in'draft forth, and submit same to the Board for approval and execution by the Board on behalf of the Toxx:n, The Board may seek a recommendation as to forth frons the Board's legal counsel. Said documents shall contain, fit a I"Irmllulllfollowinge folloing tert-lis: (a) The Affordable Units shall be reserved ul perpetuity for rent to households earning no more than sixty- percent (00"'o) of the Area Median Income, adjusted for household size, for the Lawrence, ,NL IA P11ISA. (ti) The actual Affordable Units in the initial lease up shall be identified. (c) Zlle Affordable t.'nits shall be generally- scattered through out tIle Project, and shall include four (4) one -bedroom unit, twent}•-six (6) tvvo_bedroom unit and two (3) three-bedroom units. (d) AN dwelling units shall be rental in perpetuity, and there shall not be any request to convert either the Affordable Units or the market -rate rental units to ownership units. G. Prior to the issuance of a certificate of ()ccupanc}• for any unit located on the Subject Ilrollcrr\•, the Applicant shall prepare a Monitoring Agreement and subnut same to the Board for its approval. The Board mai• seek a recommendation as to form ftoln the Board's legal counsel. 'I'lie Board shall notifi the Building (;omnllssl(n1er, in -,vriting, of its approval thereof and provide him/]ler with a copy of same. •1'lle Monitot:rng Alncenlent shall be consistent xvith the to his hereof, and shall contain, ata ininimutil, the folloxving term:;: (a) The monitoring, ageIlt ~11111 be all cntltl• acceptable to the Board. (11) AH Costs associated with monitoring shall be exclusively borne by the Applicant. (c) All financial inforrilarion submitted by the :kpplicailt to the monitoring agent shall he sinlultancouslr provided, via cerrified mail, to the Board. Financial information shall be Presented to the Board, at least annual). at a public meeting scheduled 11y the Board, even if required to be submitted less frequcnth• to the monitoring agent. Tile Applicant shall reccrtifi to the monitoring agent, annually, rile continuing eligibility of the tenants of all Affordable (.*nits. In the C%Celt that a tenant's II1Ct)111C e%cccds the 11looablc income, the Applicant trlat- charge the tenant market -rate rent for rile dlrelling unit; provided, Pagr 8 of 21) limveN er, that the Applicant .hall ccnn-crr, at the iie t chantic of tenant in a market -rate unit within the ;1 cl)"Illarable mark(. -t -rate lulit to an affordable unit in aa:ordance «-ith the hegulamrAg"reellmit. 5. l'hc :1fli)rd:lblc l Hies sh;ill not be se�rc;gated frons the market rate units. The Affi)r..dable Units shall have the ssinac pack,lge of appliances, fittings and fixtures as the base package for rile market -rate: units. o). During cc)nstructloll, the Applicant shall conform \N-itll all local, state and federal laws regarding noise, vibration, duct aild blocking; c)t 1'0��11 roads. The Applicant shall at all times use alI rcayonablc means to minimize inconvenience tc) residents in the general area. Exterior construction shall 11ot con1111e11cc oil an &y before 7:00 a.m, and ,hall not continue beyond 1:00 p.m.; prm-ided, however, that exterior construction shall not commence on Saturday before 9:00 a.m: There shall be no exterior constructionon any Sunday or state or federal legal holiday. Hours of operation shall be enforced by the Police Department, as recoil n -mid by the Board. 111, prior to the issuance of a building permit for any dwelling unit to be located on the Subject Properri , the Applicant shall submit the final plans, below (collectively, the "final Plans"), for approval by the Board, which plans shall be consistent with and conform to .the requirements of this Decision. The Board tnac distribute such p1a11(s) to its consultants and/or '.Gown boards and officials for written recommendation(s) or report(s). (a) Landscaping and lighting plan(s); (11) Grading and erosion control plan(s); (c) Architectural and signage plan(s), including sighs erected during the marketing of the Development; (d) Utilities plan(s); (e) Detailed stormlvater management plan(s); ( Snow storage and refuse disposal plan(s); (,L') Cutting plan(,), sho%�•ing the limits of clearing, if anN, (h) lire protection plan, as required bl• the M issacllusetts State Building Cc)dc; and (i) Specifications for the market -rate unit "base package" of appliances, fittings and fixtures. •I"li Board shall male its determination as to said plans ata ligular or special rolecting ()f the. Board, and shall communicate same to rile Applicant, specifying ally ()1)lectl()118. 11. The Applicant shall design the aforesaid final plans NX'itil the follo«•ing specifications: I'a-C 1) of 211 .lppli(;ant "11"111 conform With all pertinent regtlirenlents of the .1111erica.ns with Disabilities Act and Massachusctrs architectural .\Cetus Board. 0)) "'he :kpplicant "hail install fire sprinklers where required by tine :Massachusetts State Building Code. (c) Fxcept as waiycd and shown on the Site Plans, all signage, including; signs to promote rentals, shall connply \yitln the Toning 131-1.a\v and shall be imuntanned In a sightly conditu)n. 12. The .Applicant, ()1• a Management company enga o vd by the .Applicant, Shall be responsible for the installation, operation, maintenance and repair of all common areas, shared facilities and assocted infrastructure in the Development, including but not liniited to trash removal, landscaping;, parking areas, snow removal, building and stormwater management system. No later than sixt\• (60) dais following; the issuance of the first certificate of occupancy in the Development, the applicant shall submit to the Board for its approval, which approval shall not be unreasonably withheld, -,in operation and maintenance plan ('()&AI Plan") addressing the long; -term Operation,maintenance and repair of the aforesaid common areas, shared facilities and associated infrastructure, and the Develop111ent and Subject Propertt• ii general. In the event that a management company is engaged, the Applicant shall provide the Board with a copy of the contract bem,een it and the management company, and all subsequent contracts should the management cc>inpany change. 13. All invoices generated by the Board's peer review consultants during the application stage shall be paid within thirty- (30) .days of the filing of this Decision with the Town Clerk, whether it is appealed or not. No post-pernut reviews of documents or plans shall be conducted, not shall any building; permit or certificate of occupant}• issue, until such invoices have been paid in full. 14. The Applicant shall proinptli. pas- the reasonable fee of the consulting; engineer(s) and the Board's legai counsel for review of the final plans or documents described herein and/or for inspections occurring; during; the construction phase. The results of any inspections shall be provided to the Board in writing;. The Board hereby requires the establishment of an escrow account to assure paynlcint at said Fees, �� itll an initial deposit of $5,000.00, subject to replenishment. 15. .A preconstruction conference with Town departments shall be scheduled and approved by the Board, prior to the commencement of construction, as follows, (a) .At such conference, the Board, Building; Commissioner and other 1•own officials shall review the proposed construction schedule. For the purposes of on, this Decisi «comuiencetlicnt of cc)nstruction" shall occur when the ilstallation of nIw, and the cutting; and capping; of old, utilities is commeIlced, The contractor shall request such conference at least one (1) Nveck prior to ccnnlnenciing; construction by contacting; the Board in writing;. (b) :At rile conference, a schedule of inspections may be agreed upon by the applicant, the Board and/or other 'Town officials or boards, subject to the Board's final revieNc and assent. Pale 111 01721) r 16. The Board and/or its agents) tln.11 enter onto and N -ie„ and inspect the Subject Properti (ILiIrIng regular business hours, VVitll 1"eaSUn ll)1C notice, which notice ~hall not be unreasOIiabi'" tr"it111mILI, to eilStue Co npliance with the terms of this Decision, subject to applicable safer" rCLlUlrements. Reasonable notice Shall include notice prep-ided to the :applicant, Its agents) and/car representative(s) at tau: time of the Board's, or its agent's, isit, at the construction%marketing trailer or at such ocher location oil tilt Srrl)jeCt Property as may be. appropriate. 1-'.. The Applicant shall provide all "as -built" plan to both the Board and Building Department prior to the issuance of the filial certificate of occupancy In the Development, in accordance with applicable regulations, which shall be approved by the Board or its agent. The .applicant shall provide .a separate "as -built" plan depicting the %\"ater mains and sen -ices to the Department of Public Works demonstrating compliance Xvith the Department's rules and regulations and installation specifications. 18. The construction site shall be secured in .a manner approved by the Building Department so as to. prevent injUIT or pr'opei'tt' damage to the residents of the Town. 19. 1 -lie following conditions were proposed by the _applicant's traffic engineers and/or recoinillended by the Board's consulting traffic engineers, Fav, Spofford R 'Thorndike, ane:, and shall be required: (a) The three (3) "Proposed Reconfigured Site Drives" shall consist of a minimum 24 - foot wide cross section with one 12 -foot wide lane for entering traffic and one 12 - foot wide lane for exiting traffic. Intersection corner rade shall be 5- to 30 -foot radius. (b) Egress movements from the "Proposed Reconfigured Site Drives" on Park Street and 'Osgood Street shall be placed under STOP sign control, N ith painted stop lines and crosswalks. (c) Overhead street lighting at the intersection of the "Proposed Reconfilntred Site Dri\-es" sllall be provided if required by the Department of Public Works. (d) To etlbailce the overall sight distance at the intersections of rhe "Proposed Reconfigured Site Drives," roadside vegetation and topographic ground elevations adjacent to the access/egress driven"a)"s and across the project parcel frontage sllall be maintained such that sufficient safety sight lines are provided in both directions throughout the life of the project. "111is triangular area across the project parcel frontage should extend 20 feet back from the existing edge of the roadway (representing an exiting N'ellicic) and extend 283 feet along Park Street and 387 feet along Osgood Street (representing an, pproaching ti'ellicle). (e) "111c .applicant shall implement, in conjunction -,\"itll the Department of Public Works, an intersection signage impro\"cnlent program for the Part: Street/Osgood Street]"Pleasant Street/(:curt Street intersection. The sig -nage program shall include, at a nliilimu n, a combination of DO NOT ENTER (MUTCD Referenced R5-1) and ONE WAY (I1" CD Referenced RG -I) signs along both sides of the one-xt-ay section of Park Street, Pleassult Street and Court Street. Additionalh-, the left-turn/u- Page 11 of 2u r turn tnc>vemcnt fr(,na Park Street eastbound to Pleasant Street westbound sliall he placed under STOP sign Control. Said inlprovenaents shall conform to rile "t:<,nceptual Illlpl•()vt:alletlt Plan, Osgood, Court, Pleasant and Park Streets, No. .kndrn er, \Lk," prepared h� Dermot J. Kell" Associates, Inc. and dated \Ia\- 14, 2008. (i,! Up ;rade the pavemciit markings at the Osg11(1 ood Street/Pleasant Strecti Court Street intersection and replace the worn./faded signling at the intersection and within 3 feet of the intersection with nes\- reflective si ,cling. Said improvements shall confc�rul to the "Conceptual Improvement Plan, Osgood, (-;ourt, Pleasant and Park Streets. No..kndover, \1.\,' prepared by Dermot.). Kelh- Associates, Inc. and dated 1lav 14, 3008, W) Install a new painted crosswalk across Pleasant Street connecting; rile northwest corner of Osgood Street/Pleasant Street to the south side of Pleasant Street at the northwest corner of the Pleasant Street/Park Street intersection. This new cross walk will connect the t\vo (3) wheel chair ramps that are there today. Said improvement shall conform to the "Conceptual Improvement Plan, Osgood, Court, Pleasant and Park Streets, No. 'kndover, NIA," Prepared by Dermot J. Felly Associates, Inc, and dated Mai, 14, 2008. (ll) All new signing and pax°ement markings shall possess the minimum rerroflectivitl• as prescribed by the recent edition of the Manual on Uniform 'Traffic Control Devices (,NIL. -.TCD) to enhance safety at the intersection, unless waited by the Board. (i) The final locations of all traffic -related improvements shall be approved, in advance, by the Board, or its agent, with a recommendation to the Board from the Department of Public Works. 20. I'he .folio\wIng conditions were recommended by the Board's consulting civil. engineers, Nance>ck Associates, and shall be required: (a) I'nal plans shall include detailed information on the proposed drainage sj-stcm, Nvindoxv well drains, footing; drains and connection to the existing drainage si-stciri. The design should be supported by the necessary geotechnical and hydraulic anah-sis for rcvirxv by the Board's peer review engineer to confirm that the design elects standard calginec•ring practice .and adequately protects do\vll-gradient property Owners and Osgood Streer. (b) Prior to the commencement of construction, as. previoush• defined, the .applicant shall submit a complete drainage an ah-sis for the proposed infiltration trench. (c) Construction level plans, which include the means and materials feu, the utilities on tlae site plan, rim and invert cicvations, and infiltration cross sections, shall be submitted for re6ew and approval by the Board and its engnnecring peer rcview consultant prior to the commencement' of construction. P;atic 12. of 21) (c.1) The parking suds shall be re -sniped in accordance xvith the Applic:ant's "parking lZcsrriping Plan," and final plans shall include re111(n'al of rile area of the pavellicllt between the gall accessible space and Osgood Street, which is not required, for a 25-- 28 foot access aisle out to the street to lnOrc efficient],- direct traffic froill the offset entrance to the parkin,ti aisle. (e) Final plans shall lIlclllde removal of the tzvo (?) parking spaces closest to Park Street, depicted on the aforesaid "Parking; Restriping Plan," as the aisle width is as narrow as fourteen (14) feet and cannot provide for safe maneuvering as per stauldard turning templates for a passenger vehicle. (1) 'l`he use of the shed structure on the Subject Property shall be limited to storage of landscaping and building maintenance equipment and shall be secured with a lock. Alternatively, the .Applicant may demolish the shed. 31. The Conservation Comir:tission has determined, by correspondence to the Board dated July 30, 2008, that the Development, as proposed, does not require a filing under the Alassachusetts Wetlands Protection :Act or the North .Andover Wetlands Protection By -Law, subject to the following conditions: � (a) All proposed planting Within the 100 -foot buffer zone of the off-site intermittent stream and associated bank shall be composed of native species of trees, shrubs or groundcover. Planting of native species is an exempt minor acdvit�f per 310 CMR 10.03(2)(1')(1)(d)' (b) No excavation or ';round disturbance for activities related to the proposed building renovation within the 100 -foot buffer zone to wetland resource areas is authorized. (c) In the event the Conselvation. Commission amends the aforementioned findings, then the applicant shall conlpl� with rhe applicable provisions of the 'Massachusetts Wetlands Protection Act and, to the extent not waived hereunder, the North .Andover Wetlands Protection 13N, -Law and the Commission's own rules and regulations. 22. No certificate of occupanc\l shall be issued, for a nv phase of the Development, ulltil the infrastructure or common facilities or common .improvetnelrts specified herein and include(] on the Phins of Record are constructed and installed so as to adequately serve the I)eveloplllcnt or phase thereof, or adequate security has been provided, acceptable to the Board, to ensure their completion. The choice of performance guarantee shall begoverned by the provision,, of G.L. c. 41, c.81 U. If requested by the Board, saidperformance guarantee shall be approved as to form by the Board's legal counsel. The Board shall notifj- the Bu&I*I1g �,()nllllltitil()Ilel', in writing, of rile aforesaid completion or performance guarantee. 7. Pc'rfol'111aI1CC bonds or other security shall be required and ,hall be released, or parrialk- released, by the Board in accordance.with the Subdivision Rules and Regulations of the Planning; Board and the Subdivision Control Law, G.L. c. 41, s. 81 l', as determined bt the Board actinti in the place of the Planning Board. Paige 13 of 21) 24. In deveri ltnttlg the a111Uutlt Of the bond Or surcn-, the Board shall he guided b� tilt• follcming fo)rnntla in scttltlg rile SUM of the security: (a) the Board's estimate Of file cost to cl)nlpletc the work; illus (b) a tell perceIlt margin Of CtfOr; I)IIIS (c) an appropriate rate of Inflation OVCr a fire year period. 'S. All perfo rnlalice bonds shall contain the following provision: "lf tile Principal shall fully and satisfactorily observe and perfOTtll 111 accord.'lice with the qualifications and time schedule set forth h:rcin and all the covenants, agrectllents, terms and provisions set forth til (a) the Plans of Record and (b) this Decision, attached hereto as an exhibit with all attachments thereto, then this obligation shall be void, otherlvisc, it shall remain in full force and effect." 26. Landscaping of the Subject Property, as shown on the filial plan si1b111itted to and approved by the Board, shall be maintained in perpetuity by the Applicant or a management company engaged by the Applicant. .any dead vegetation shall be removed and replaced by the Applicant ill accordance with the specifications on said plan, tluougllout the life of the project. 27. Blasting, if any, shall be performed in accordance with regulations of the Commonwealth of Massachusetts, 537 CNIR. 13.00, and in accordance with any existing regulations of the Fire Department for blasting. 28. Parking shall be allowed on tI1e Subject Propert}• as shown on the "Parking Restriping PIan." 29. No unregistered vehicles shall be parked or stored on the Subject Property at any time. 30. The temporary construction and/or marketing trailer-, to be used as the Applicant's project OffiCC 111 aCCOYCIaI1Ce. \'ICll the waIver granted in i%hibit :� hereto, shall cease to be used as ti marketiIlg trailer upon the issuance of the first certificate of occupancy in the Development. �un'lark, said trailer shall be be used as a construction trailer only to the extent and for the period allowed by the North Andover Zoning Bylaws, 31. 'I•hc Project, Once constructed and rent stabilized, shall be managed by a professional tnanagcnlent company experienced in tile management of multifanli1v operations, subject to the Board's approval. Said management company shall adopt rules and regulations governing the use and occupancy of t1lC Subject Property, consistent with the terms of this Decision and subject to the Board's final approval, and shall provide a copy thereof to the Board. 32. 111C Towtl Of North Andover and its agent, are hereby authorized to enter upon the Subject Property fen- the purpose of maintaining and repairing the water suplily and sewer systems following connection of the $1-stcros to rile public domain. 33. The .Applicant has represented, and the Board hereby requires, that the Applicant pay all local taxes assessed by the Town, of North Andover for the iffy of the Deyelopulrnt. In the event that the applicant changes its status to a tax-exempt entih., or in the event of a transfer of the Develop) hent to a tax-exempt person or cntih-, the approval of the Board shall be required. R.tge 14 of 20 3. 17tc Bcruxl of. kpi-wais no fees associated with the I)cv clopmcnr. ». The Applicam has re(luested, and the Board herebt tirattts, tva'vcrs from local Telles as set forth in Exhibit- A, attached hereto. In the et•cnt that the _lpplica 11 or the Board's consulting engincer determines; in f is final design of the Del-cloptnent, that additional waiters not shown on the plans are requircd, the Applicant shall be required to obtain such additional �vait-ers following tt listen I•equcst to the Board.. The Board mat pn•ant such acldtttonal t� :tit ers in stccord;tnce ttIn ith al')plic,tblc rules and rcyulaaons. In rile et-etnt of ant- conflict I)cta•ecn the plans -of -record and the «•ait'crs tiratited in I:.xhibit A, said M'ail'ers shall contrt)l. TO Clte eitellC that a tt'aiZ cr requested br the Applicant is granted as.inodified by the Board, the tuunodificd waiver request is denied. h;I r 1 , of 21) V RECORD OF VOTE 'I'lie /on80'11-d of . \puns voted 4-0 on Octobcr 2, 2008, to grant a Comprellellsive hermit to the .lpplil; 80'11-dauu, subject to the abovc-stated teruls,: l'or [lie Board: 11��err ]'.1latvi I.11,1:s uire, Chan Inan Voted by: Ellen ' ;\IcInti-re, V ice-Chairtnan Thomas D. Ippoh ssociate %%ember Richard V. Vaillancourt, ;Member Joseph .D. LaGrasse, Member Filed AN-ith the 'I'olvil Clcrk.on October 8, 2009, 1);tgi' 10 of'_0 a ci I• � � � U WSJJ ✓. v ,�'�//� i � r J r✓ •'' .= e --I 1. 'SCJ v ` Y,,� U� p f y'O u H I i+ u ! �r LO ), OQ O +�u7 .✓I I O I t U O 3 I 4% � IZ3 ci —Q II r•tj ti zi I� w G yr ol N u , I _���:„ I mwl I ° ~ !o I cr, i v j" u' U O tr zcuI� Er n s � � v •U J � C .0 n v CZ J •I `` I( I r ;I u w . ^ -. 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U) ce W C9 W U) CERTIFICATE OF USE & OCCUPANCY Building Permit Number 055-2011 Date: February 3, 2012 THIS CERTIFIES THAT THE BUILDING LOCATED ON 75 Park Street, North Andover, MA 01845 Stevens Corner Limited Partnership MAY BE OCCUPIED AS 42 Residential Units IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certate Issued toy .Fee: 100.00 Receipt 25004 Stevens Comer Limited Partnership 75 Park Street North Andover, MA. 0IE45 Building Inspector North Andover ZONING BOARD OF APPEALS Top Floor Meeting Room, Town Hall, 120 Main Street, North Andover, MA 01845 Town of North Andover Zoning Board of Appeals 1600 Osgood Street, Bldg. 20, Suite 2-36 North Andover, Massachusetts 01845 Re: The application of GREENERY SECURITIES CORP., C/O HEALTHSOUTH CORPORATION for a(n) Variance to allow Variance from 6.6.A.1 & 6.6.0 for A double sided ground sign at the corner of Park and Osgood Streets, 45"h x 70.5"w x 1.25"t, an accessory ground "Parking" sign, and the and the Clearance 6'5., dated January 16, 2003. Z.B.A. Hearing No 2003-006-4661 DETAILED RECORD AND DECISION June 10, 2003 NORTH ANDOVER Board of Appeals, hereby certifies that the following is a detailed record of the board's proceedings and decision regarding the above captioned application regarding the property located at Map='085.0' and Block='0013' which property is affected by this decision. The above captioned application requests a(n) Variance from Section 6 of the North Andover Code to allow Variance from 6.6.A.1 & 6.6.D for A double sided ground sign at the comer of Park and Osgood Streets, 45"h x 70.5"w x 1.25"t, an accessory ground "Parking" sign, and the and the Clearance 6' 5.. A true copy of the application is on file in the Clerk's Office. A notice of public hearing on this application, a true copy of which is on file in the Office of the City Clerk was: 1. Published in the Eagle -Tribune, a newspaper of general circulation in the North Andover on February 24, 2003 and March 3, 2003. 2. Posted in a conspicuous place in the Town of NORTH ANDOVER on February 24, 2003 which was at least 14 days prior to the hearing; and 3. Mailed, postpaid on February 24, 2003, which is at least 14 days before the hearing to the petitioner, abutters, owners of land directly opposite the property in question on any public or private street or way, abutters to abutters within 300 feet of the subject property, the planning boards of the abutting towns. The notice was mailed to the names and addresses shown on the most recent tax list provided by the assessors's office. The public hearing was opened on March 11,2003 at ... at which time opportunity was given to all those interested to be heard in favor or opposition to the application. The public hearing was closed on June 10,2003. GeoTMS01998 Des t auriers & Associates, Inc. Page 1 of 2 June 10,2003 GREENERY SECURITIES CORP., C/O HEALTHSOUTH CORPORATION Map='085.0' and Block --'0013' Page 2 Based on the evidence and testimony presented at the public hearing, the Board made the following findings that: 2. A literal enforcement of the Bylaw would be a substantial hardship to the owner in that .... 3. There will not be substantial derogation from the intent and purpose of the bylaw because .... Any person aggrieved by a decision of the Board of Appeals may file an appeal pursuant to General Laws C.40A, 5.17. Such appeal must be filed within twenty (20) days after the date of filing of the notice of the Board's decision with the Clerk's Office. The following members were present and voted as follows: cc: City Administrator Board of Health Planning Board Petitioner Conservation Commission File Signatures: DPW GeoTMS(0) 1998 Des Lauriers & Associates, Inc. Page 2 of 2 Zoning Board of Appeals North Andover Hearing No.: ZBA-2007-0009 Date: February 14, 2007 APPLICATION TYPE; SUBMISSION DATE Variance Thu Jan 16, 2003 Applicant`s Name: NAME: GREENERY SECURITIES CORP., GO HEAL ADDRESS: PO BOX 380546 TOWN: BIRMINGHAM STATE AL I ZIP CODE: 35238 PHONE NO.: FAX NO.: EMAIL ADDRESS: Site Information: Owner's Name: NAME: GREENERY SECURITIES CORP., C/O HEALT ADDRESS: PO BOX 380546 TOWN: BIRMINGHAM STATE AL I ZIP CODE: 35238 PHONE NO.: FAX NO.: EMAIL ADDRESS: Work Location.: SITE ZONING: 75 PARK STREET DECISION DRAFT BY: TOWN: SECTION OF BYLAW: NORTH ANDOVER, MA 01845 Section 6 GIS # MAP: BLOCK LOT: ACTION TAKEN: 4661 1 08&0 1 0013 I Tue Jun 10, 2003 Reawn for filing: Variance from 6.6.A.1 & 6.6.D for A double sided ground sign at the comer of Park and Osgood Streets, 46"h x 70.6"w x 1.25% an accessory ground "Parking" sign, and the and the Clearance 6' S HARDSHIP: FINDINGS: COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE Tue Feb 11, 2003 Wed Mar 06, 2003 Wed Apr 16, 2003 Tue Jun 24, 2003 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE FINAL SIGNING BY: APPEAL DEADLINE Mon Feb 24, 2003 Sat Mar 2$ 2003 Tue Jun 10, 2003 Tue Jun 24 2003 Tue Jul 01, 2003 FIRST ADVERTISING DATE: HEARING DATE VOTING DATE: DECISION DATE: Mon Feb 24 2003 Tue Mar 11, 2003 Tue Jun 10, 2003 Tue Jun 10, 2003 SECOND ADVERTISING DATE: HEARING TIME 1 VOTING DEADLINE: DECISION DEADLINE: Mon Mar 03, 2003 SatApr26,2M Sat Apr 26, 2003 MEMBERS PRESENT: VOTE: MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: MINUTES OF MEETING: GeoTMS61888 Des Lauders $ Associates, Inc. fi•. Engineering and Planning Consultants January 27, 2012 Albert P. Manzi, III, Esq., Chairman Zoning Board of Appeals Town of North Andover 1600 Osgood Street North Andover, Massachusetts 01845 RE: The Residences at Stevens Corner As -Built Site Plans Dear Chairman Manzi and Other Board Members: As required under the conditions of the comprehensive permit for the "Residences at Stevens Corner" project, we are submitting for your use an as -built site plan of the site work completed. The final landscaping has been completed throughout the site and all areas of new construction are presently stable. Copies of this plan will also be sent to the Building Department and the Department of Public Works. Should you have any questions or require any further information, please do not hesitate to contact me at (781) 438-6121. Very truly yours, Marc,h"io d4 & Associates, L.P. John A. 4ows, P.E. Project Manager Cc: Stevens Corner Limited Partnership North Andover Building Department North Andover Public Works File 62 Montvale Avenue Tel: (781) 438-6121 Stoneham, MA 02180 Fax: (781) 438-9654 website: http://www.marchionda.com Email: mail@marchionda.com