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0160 FEDERAL STREET - ST JAMES CHURCH - BUILDING JACKET 160 FEDERAL STREET ST. .TAMES CHURCH -- w X CITY OF SALEM, MASSACHUSETTS (_ BUILDING DEPARTMENT I 120 WASHINGTON STREET,3x°FLOOR TEL. (978) 745-9595 FAX(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THomAS STTIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER October 19,2011 Saltonstall School 160 Federal Street Salem Ma. 01970 Att: Ms Julie Carter—Principal Dear Ms. Carter, Early in September an inspection of the temporary school was conducted. Present were yourself, Fire Marshall Erin Griffin,Paul L'Heureux,Director of Building services and myself. The purpose of the inspection was to identify and correct any safety concerns and code violations. It was expected that problems would be identified and that these problems would be quickly corrected. A Re-inspection,conducted on 10/13, revealed that building problems(doors locks, thresholds etc.) were promptly taken care of by Mr. L'Heureux and his staff. Violations regarding hallways,stairs,access to egress doors,storage of combustibles materials etc. was virtually unchanged and in some instances worse. Therefore, under the authority of the Mass State building code 780 C.M.R, you are directed to address the following: 1- Exit Stairways section 1020.1—"an exit shall not be used for any purpose that interferes with its function as a means of egress" The exit stairways can have no chairs, desks, boxes or any other items at any time. 2- Corridors section 1018-Corridors leading to exits are also not to be used for any purpose that interferes with the path of egress. Also, Combustible materials and rolling stock cannot be stored in the hallways. 3- 3-Exit passageways-section 1023. The exit passageways(approach to the exit doors inside the classrooms) cannot be less than 36". I have asked Mr. L"Heureux to to place marking tape in the area of the doorways to make sure there are no loose materials or furniture which can tip easily and reduce or QTY OF SALEM MASSACHUSETTS BUILDING DEPARTMENT 120 WASHINGTON STREET,31D FLOOR TEL. (978) 745-9595 FAX(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS STTIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER obstruct the doorways. The area will be one foot back from the edge of the door and four feet into the room. 4- Interior Finishes-Any plastics,fabrics imitation leather and all foam plastics that are to be used in the building,must have product labels attached.The purpose of these labels is to determine the suitability and compliance with Fire Department Regs, N.F.P.A requirements as well as Building code requirements for flame spread. Any materials not labeled are assumed not to meet these regulations and are therefore not permitted. The gasses and rapid flame spread of many plastics can be deadly. This is a major concern to the safety of the occupants of the building as well as the First Responders(Firefighters and Police) I have heard rumblings about the fact that the educational environment is the priority at Saltonstall. The priority of my staff, Salem Fire and Mr. L'Heureux is a safe building for our children and staff. The safety of the children and staff cannot take a" back seat' to any other concerns. If you wish to appeal this order, your Appeal is to the Board of Buildings,Regulatiions and Standards in Boston. If there are any questions please contact me directly. Sincerely, Thomas St.Pierre Building Commissioner/Director of Inspectional Services + w IL Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)745-9595 EXT.311 FAX (978)740-0404 CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction ❑ Moving ❑ Reconstruction ❑ Alteration ❑ Demolition ❑ Painting ❑ Signage ❑ Other work as described below will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic District's Act(M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance. District: McIntire Address of Property 167 Federal 4t Name of Record Owner: Ana Gordan Description of Work Proposed: Installation of Cor-A-Vent S-400/PS-400 continuous strip soffit vent in black polypropelene, not to exceed 2" wide. Installation of Cor-A-Vent V-400E ridge ventilation system on main portion of house per the product description materials submitted. Dated: August 2, 2007 SALEM HISTORICAL COMMISSION ' By: /q�� / / /� The homeowner has the option not to commence the work(unless it relates to resolving an outstanding violation). All work commenced must be completed within one year from this date unless otherwise indicated. THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals)prior to commencing work. Citp of �2)azem, Aad-qarbu!5ett'q "r R Vub[ic 3prnpertp -Bepartment �uilbing -Bepartment One s+atem Breen (976) 745.9595 Cst. 360 Leo E. Tremblay CS Q t� Director of Public Property (/�f i., r Inspector of Building /o Zoning Enforcement Officer "L;" 8U D1NCSC'gS xLJ/ April 28 , 1998 �`so:PT, Mayor Stanley Usovicz Citv of Salem 93 Washington Street Salem, Mass . 01970 RE : Federal St . School Dear Mayor Usovicz : On April 28 , 1998 at approximately 8 : 05 a .m. , l received a call from Paul L 'Heureux the Director of Building Services for our schools , concerning a board that had come loose and fallen from the brick roof vents at the Federal Street School . He informed me that he contacted a contractor and had a lift on the job site so as to re-secure any further loose items at the roof vents and felt I should inspect said brick vents while the lift was site . At approximately 9 : 15 a .m. I met with Mr . L ' Heaureux , Mr . Collins of the Engineering Department and Mr . Plant of Boston Chimney at the job site . At which time I climbed aboard the lift and conducted an inspection of all roof top brick vents . It is my finding that all of the brick vents are unsafe and should be removed as soon as possible . But my greater concern of the moment are the two brick vents located nearest the Federal St . School front entrance at the right hand side facing the building should be removed immediately to a safe height . Speaking to the contractor on site he estimated that this could be done in approximately four ( 4 ) days , I recommended this be done immediately. The remainder of the roof brick vents should also be removed as soon as the school year is completed . I do :eel that the work being done on the existing cables will secure the brick vents temporarily until the school closing . Article 121 . 3 of Chapter #1 of the Massachusetts State Building Code , (Removal or making structure safe) ( Copy enclosed) . Also enclosed is a copy of the City of Salem Ordinance covering demolition delay. All safety precautions are being implemented to assure the complete safety of the public and students . Sincerely, Leo E . Tremblay Inspector of Bu ' dings LET: scm cc : Dr . L. Callahan , Superintendent of .Schools Dr . J . Sullivan , Principal , Federal St . School Ors . P . Field , Bus . Manager Paul L ' Heureux Jane Guy Stanley Bornstein Rev . John F . Leonard , St . James Church LIT IIzI�m In 'he vccr one t!_ousand nine Ir endred and eighty—six y n (rbinanrr establishing a review process on a:olicacions for demolition permits for certain buildings Sr i! ordc:r.ed by the City Co^•tncil of the City of Selens, as follotus: :arc ii , Chapter 2 , :.-title V, Division 2 , Seccion 2-391- %z7-0 L :lbn Delay) of the Code of Ordinances is •hereby enacted as follows : ' z Director of ?ublic . rooerzv shall 'receive a_plicaticns .`or - - of buildings or struc:u:=_s , aad, in 'accordance with - ! a•=s or regulationsissue pe-mics for der..olicion of nzs subi=_cc cc the fallowing restrictions : _ ) ):0 rmic for demolition of annexisting building or structure - ich is listed or eligible for li=_ting on chs Nacional F.e a szer of 'r.iscoric Places , or which is located in an eszablished historic District , created pursuant co this Code of Ordinances , or which is fifty ( 50) or more years old, shall -a-zed unless it is first submitted :0 tie ..isco-ical Cc .:ssicn for review and co=menc. submissicn to the Hiscorical Com.ni<_sicn , ,ie Commission, _ . _lin JO days of such submission, shall issue a preliminary rzcor._nendacion regarding the granting e? a demolition permit . the Commission issues a recommendation in favor of the : zran:i g of such a permit , a demolicion permit shall be issued. if the commission issues a recemmendacion in . c:cosicion co t`.e granting of such a permit for demolicion, no Dermic s`.all be issued unc?1 a more thorough investigation is written recor..mendacion is provided by :ndercaken and a final P- :he Commission. Such investigation and :arc-= -..°tion s�•ali be comolered within 180 days of the or'_ginal submission to the iscorical commission. (c ) During said maximum one hundred-eighty ( 180) day period, the ^iscorical Commission shall meet with the property owner and conduct such hearings or investigation as is may determine to be necessary in the formulation of its written recommendation regarding the granting of such permit . The Hiscorical Cormiss.ion shall consider the following criteria in its deliberations : ( 1 ) The building or structure is of such interest or quality that is would reasonably meet Nacional , State or local criteria for designation as an historic or architectural landmark. ( 2) The building or structure is of such unusual or uncommon design, texture., o: materials chat ;c could not be reproduced o: be reproduced only wi:h great difficulty and exjense . ( ; ) The building or structure ;s of such arc. :ectural or historic interest chat its removal could be to the detri-enc of the public interest . ( L) Retention of the building or structure could help preserve and protect an historic place or area of historic interest in the city. The Historical Commission shall , within said one hundred- eighcy ( 180) day period, issue a written redo- endacion to the Director of Public Property and to the property owner, regarding the granting of the permit for cemolicion. , If no such recon-mendacion is issued within said period , the Hiscorical Commission shall be deemed to have recommended the granting of said permit . e ) :n the case of a residential garage or storage shed (but excluding carriage houses as defined in the Zoning Ordinance , Section Ii . 3. ) , the Director shall forward an a?plicacion for c mol '_cion of such a structure to the Cicy Planner and a reoresencacive of the •r.iscorical Commission. *.ichin fifteen ( l5) days of the receipt of such a recues: , the Director, the City ?lanae: , and the Historical Commission . epresentative shall make a determination of the hi-scor;cal or a-c.`.icectural significance of the garage or shed. 11 ehe structure is deemed significar•c by a majority of these three (? ) _nd;viduals , the application shall be forwarded to the full 'is:c-;cal Commission for review as outlined move . If the scr_c:ure is deemed to possess no historic cr architectural si - _ ;'_tante by a majority of these chree (? ) incivid,:als , or. f no ac:;on is :aken within the fifteen ( 15) day period, then a c<_-,olicion perm;[ sha11 be issued. : ) Nothing in this Ordinance shall supercede the regulations of the State Building Code 780 CXR, Sections 123 .0 and 124.0 regarding Unsafe Structures and Emergency Measures. _ . ?.,_ - II , Chapter 19 , Arc:cle IV, Section 19-65 of the Code of Ordinances is hereby amended by adding the following: `. ) -c review and corLmenc on any application for a demolition permit for any building or structure in the city which is listed pr eligible for listing on the National Register of H;scoric Places , or which is located in an established Historic District created pursuant to this Code of Ordinances , or whit:^ is fifty (50) or more years old. This Ordinance shall take effect as provided by City Charter. C__•.• Council 'Marcn 27, 1986 -- :or first oassace _.. Council Aaril '10, 1986 c defeated roll call vote of 7 veas, 4 nays, 0 absent June 10, 1997 Boston Chimney & Tower Company, Inc. P.O. BOX 272,PEABODY, MA 01960-6772•.508-531-6006• FAX 508-532-2420 Salem School Department Building Services Department 77 Wilson Street Salem, MA 01970 Attn: Mr. Paul L'Heureux Sub: Temporary Reinforcing of Five Air Vents Federal Street School Gentlemen/Ladies: On June 10, 1997, Ronald Michaud and I viewed the five discontinued brick air vents at the Federal Street School. In December, 1986, our company was contracted by the Archdiocese of Boston to remove the five brick vents due to public safety concerns. On Jan. 7, 1987, the Salem Historical Commission issued a notice of denial to the Archdiocese causing the project to be cancelled. Subsequently on October 16, 1987,the Archdiocese contracted with us to furnish and install - temporary reinforcing to the five brick air vents. Since that time the cables and planking used to temporarily reinforce the vents have not been checked or serviced in any way. At our site visit today, we observed that the planking has shifted due to the slacking of the cables. We also noted that one plank has fallen from its position creating a safety hazard. The air vent where this has occurred is at the right rear of the school. This is of great concern since this area is where students, staff members, and visitors are entering and exiting the building. We recommend that this area be secured immediately with barricades to prevent the public from being exposed to possible serious injury. We further recommend that the temporary reinforcing system be serviced as soon as possible. . Please feel free to contact me if you have any questions concerning chis situation. Sincerely, BOSTON CHIMNEY &TOWER CO., INC. "&2q— . Ronald G. Plante President RGPdhg LJUN 12 1997 U S1LE�i O1JBLIC SCHOOLS cc: Rev.John F. Leonard, Pastor DUILDIPlG SER�i10ES DEPT. Dr.Jo Sullivan, Principal OFFICE:24 REAR CALLER STREET, PEABODY, MA 01960-6772 MAY-04-98 MON 15:35 PURCHASHING DEPT, FAX NO. 5087445918 P. 01 Citp Df harem, �Ha'enrbu5ett-) hQ iR Vub(ir ,Vrnpntp department \ A+phtvecpr'' �� uiIDing ;RepartmenT one balern green (97S) 745.9593 (Ext. 3So Leo E. Tremblay Director of Public Property !r.,pector of Building Zoninj Enforcemerit Officer APRIL 3 , 1998 ROY--A! CATHOLIC ARCHBISHOP - 'S-. J==:ES PARISH 16_ FEDERAL STREET S t TL , ._-. `- 970 RE : S ?!ES SCHOOL 'OF N F. LEONARD: i1IS C- r _CE RECEIVED A COMPLAINT CONCERNING THE ST.4TIS AND OF THE FIVE BRICK VENTS STACKS , LOCATED AT THE n00F LEVEL OF THE FORMER ST. JAMES HIGH SC"r.00L. 0" :':ARCH 26TH, 1998 I CONDUCTED A VISUAL INSPECTION FROM GROUND LEVEL AND REVIEWED THE FILES IN MY OFFICE , 47HSCY. )7.ATED THAT THE BRICK VENT STACKS WERE TEMPORALLY hRAPPED WITH BOARDS ON THE CORNERS , AND CABLES WRAPPED .AROUND THE EXTERIOR OF THE BRICK STACKS TO PREVENT FURTHER MOVEMENT AND TO STABOLIZE THE STRUCTURES . THIS WORK WAS CC=;?LETED APPROXIMATELY ELEVEN ( 11 ) YEARS AGO AS A TEMPARARY CONDITION, I WOULD IMAGINE . AS OF Xv iUkRCH 26TH, 1998 INSPECTION, I AM CONSIDERING THE FIVE VENT BRICK STACKS TO BE UNSAFE AND FEEL THEY CAUSE AN U::DUE SAFETY HAZARD TO THE GENERAL PUBLIC AND MOST IMPORTANTLY TO THE OCCUPANTS OF THE SCHOOL. .AX REQUESTING THAT THE BRICK VENT STACKS BE REMOVED AS SOON AS POSSIBLE, OR THAT I RECEIVE A LETTER FROM A STRUCTUAL ENGINEER STATING THAT THE BRICK VENT STACKS ARE ST RUCTUP,AL SOUND . ` MAY-64-98 MON 15:35 PURCHASHING DEPT, FAX NO. 5087445918 P. 02 C�:iz� Juf , giae fju5�rr� �azEm li!jub[icrnpertp department B �3uiIhing -.nepartment One a alem dreen (975) 7-5-9399 ex[. 350 Lao E. Tremblay Director of Public Property lnspector of Building Zoning Enforcement Officer T:iANK YCU IN ADVANCE FOR FOUR ANTICIPATc,D CCOPERATiCN IN ' THIS ^ ATTER . : {.• J..i r�.ER- K s -- LES --- DU_ .,CI':G CO}T;?iSSIO:'JER CC : `_4'CCR USO'vICZ U' J RTYVE zlvc 1STORIC D— A..r.. Ni REGIXA FLYNN , HARD II COUNCILOR l .THE SALEM PUBLIC SCHOOLS OFFICE OF BUILDINGS AND GROUNDS 77 WILLSON STREET TEL 978-740.1143 SALEM,MASS.01970 FAX.978-740.1117 I May 4, 1998 Reverend John Leonard St.James Rectory 161 Federal Street Salem, Mass. 01970 RE: FEDERAL STREET SCHOOL (St.James School) Dear Father Leonard, Please be advised that the City of Salem, Mass. School Department has placed into storage all of the decorative cut granite that was removed from three (3) of the ventilation chianileys at the former St. James School building. The stone was removed by the-Boston Chimney and Tower Co. of Peabody, Mass. from 'Wednesday 4/29/98 through Friday 5/1/98. The removal was part of an emergency repair and temporary stabilization project to rectify a hazardous situation that had developed at the site. The project was necessitated by the failure and loss of one of the wooden planks which had been installed by the Archdiocese in 1987 to temporarily secure the chimneys in place. The granite pieces are stored at Salem High School and are available to the archdiocese at any time for reuse in rebuilding the chimneys or for pickup and disposal. Kindly advise me at your convenience of the archdiocese's plan for the use of this material,and their plan to correct the dangerous situation created by these chimneys. Sincerely, Mr. Paul L'Heureux, Dir. Bldg.Services PL:emm cc: Dr. L. Callahan, Supt. of Schools Dr.J.Sullivan,Princ. Federal St. School Mr.L.Tremblay, Dir. Public Properties file 1 THE SALEM PUBLIC SCH:UND OFFICE OF BUILDINGS AND 77 WILLSON STREE SALEM, MASS. 0197 Tel. 508-740-1143 0-1117 n TO: DR. RICHARD MCCLEMENTS, SUPT. OF SCHOOLS FROM: Mr. Paul L'Heureux,Dir.Bldg. Services DATE: 6/16/97 RE: FEDERAL STREET SCHOOL Enclosed for your review is a copy of a letter and a work proposal from Mr. Ronald Plante regarding the condition of the ventilation chimneys at the Federal Street School. This letter was unsolicited and is the result of Mr.Plante's observations and assessment of the present condition of the temporary repair work performed in 1987 by his company. I have contacted Mr. Dudley Mulcahy of the real estate office of the Archdiocese of Boston and have forwarded a copy of Mr. Plante's letter and proposal to correct the immediate problem. This is a pre-existing condition and should be the responsibility of the Archdiocese of Boston or St. James Parish and not the school district. I will contact Mr. Robert Ledoux, the City Solicitor for a legal opinion on our responsibility in this matter and if we can be required due to the terms of the lease agreement to make any permanent repairs that may be required. Further investigation by a qualified person , either a masonry contractor, an architect or an engineer will be required to determine the structural integrity of the chimneys and the level of repair work that may be required. This will be a very time consuming project if we are required to perform this function. As a precaution, warning barrels and caution tape have been installed on each side of the building denying passage via these areas. These will remain in place until a determination of a potential hazard, if any, to the students, staff and public has been made and until any required immediate remedial action has been completed. I will keep you advised in this matter, please contact me at your convenience if you have any questions or concerns. PL:emm cc: Mrs. P. Field,Bs. Administrator Dr. J.Sulllivan,Princ. Federal St. School Enc.. File r r/ Citp of 6alem, 4 a..arbu!5ettg Vublic Propertp Department �3uilbing Department One sbalem Oreen (978) 745-9595 ext. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer September 3 , 1998 Mayor Stanley Usovicz City of Salem 93 Washington Street Salem, Mass . 01970 RE: Federal Street School Dear Mayor Usovicz : Inspection: ------------ On Wednesday, September 2, 1998 I conducted a reinspection of the brick roof vents at the Federal Street School . Accompanying me were Paul L 'Heureux, the Director of Building Services, Michael Collins, Assistant City Engineer and Ronald Michaud of the Boston Chimney and Tower Company. Findings : The inspection conducted confirmed that the brick vents are unsafe and in a state of considerable disrepair . The exposed mortar joints are allowing rain to enter and cause continued deterioration to the structural support of the brick vents . It appears that from reviewing past documentation that the Archdiocese has been aware of the problems with the vents since 1987 and that they have not made a good faith effort to repair or remove the unsafe structure. Order to Make Structures Safe or Remove : ----------------------------------------- I am hereby ordering Mr . L'Heureux to immediately have the granite pieces removed from the two ( 2 ) brick vent stacks on the Bridge Street side and to secure the five (5 ) vents stacks with a reinforced fencing, planking to brace the corners and capping the tops with pressure treated plywood. I further recommend that you forward a letter to the Archdiocese requesting that the brick vent stacks be removed as soon as possible, or that I receive a letter from a structural engineer stating that the brick vents stacks are structurally safe . Kindly advise me at your convenience as to what further action you wish to take and if the Archdioceses ' s plans to correct the dangerous situation created by these chimneys . Sincerely,,, Kevin G. Goggin Acting Inspector of Buildings KGG : scm cc : Paul L 'Heureux John Keenan, Assistant Solicitor THE SALEM PUBLIC SCHOOLS OFFICE OF BUILDINGS AND GROUNDS 77 WILLSON STREET TEL.978-740-1143 SALEM,MASS.01970 FAX.978-740.1117 May 4, 1998 Reverend John Leonard St.James Rectory 161 Federal Street Salem, Mass. 0197 RE: FEDE STREET SCHOOL (St. James School) D'ear-F9 er Leonard, Please be advised that the City of Salem, Mass. School Department has placed into storage all of the decorative cut granite that was removed from three (3) of the ventilation chimneys at the former St. James School building. The stone was removed by the Boston Chimney and Tower Co. of Peabody, Mass. from Wednesday 4/29/98 through Friday 5/1/98. The removal was part of an emergency repair and temporary stabilization project to rectify a hazardous situation that had developed at the site. The project was necessitated by the failure and loss of one of the wooden planks which had been installed by the Archdiocese in 1987 to temporarily secure the chimneys in place. The granite pieces are stored at Salem High School and are available to the archdiocese at any time for reuse in rebuilding the chimneys or for pickup and disposal. Kindly advise me at your convenience of the archdiocese's plan for the use of this material,and their plan to correct the dangerous situation created by these chimneys. Sincerely, Mr.Paul L'Heureux, Dir. Bldg. Services PL:emm cc: Dr. L. Callahan, Supt. of Schools Dr.J.Sullivan,Princ. Federal St. School .,Mr. L. Tremblay, Dir. Public Properties, file 1 THE SALEM PUBLIC SCHOOLS OFFICE OF BUILDINGS AND GROUNDS 77 WILLSON STREET TEL.978-740.1143 SALEM,MASS.01970 FAX.978-740-1117 1 TO: MR. STANLEY USOVICZ, CHAIRMAN CITY OF SALEM, MASS. - SCHOOL COMMITTEE FROM: Mr. Paul L'Heureux, Dir. Bldg. Services DATE: 4/1/98 RE: FEDERAL STREET SCHOOL Enclosed for your review and use in negotiations with the Archdiocese of Boston, is a revised itemization and preliminary cost estimate for the immediate Capital Improvement Needs and the Estimated Annual Maintenance Costs for the Federal Street School. I have also provided current supporting documentation for the costs estimates and history of the ventilation chimneys. If you require any additional information or have any questions in this matter,please do not hesitate to contact me at 740-1143. PL:emm cc: Dr. L Callahan, Supt. of Schools Dr. J. Sullivan, Princ. Federal Street Mrs. P. Field,Bs. Mgr. /file enc. 1 THE SALEM PUBLIC SCHOOLS OFFICE OF BUILDINGS AND GROUNDS 77 WILLSON STREET SALEM,MASS. 01970 Tel. 508-740-1143 Fax. 508-740-1117 c� ' : TO: DR. RICHARD MCCLEMENTS, SUPT. OF SCHOOLS FROM: Mr. Paul L'Heureux,Dir. Bldg.Services DATE: 6/16/97 RE: FEDERAL STREET SCHOOL Enclosed for your review is a copy of a letter and a work proposal from Mr. Ronald Plante regarding the condition of the ventilation chimneys at the Federal Street School. This letter was unsolicited and is the result of Mr. Plante's observations and assessment of the present condition of the temporary repair work performed in 1987 by his company. I have contacted Mr. Dudley Mulcahy of the real estate office of the Archdiocese of Boston and have forwarded a copy of Mr. Plante's letter and proposal to correct the immediate problem. This is a pre-existing condition and should be the responsibility of the Archdiocese of Boston or St. James Parish and not the school district. I will contact Mr. Robert Ledoux, the City Solicitor for a legal opinion on our responsibility in this matter and if we can be required due to the terms of the lease agreement to make any permanent repairs that may be required. Further investigation by a qualified person , either a masonry contractor, an architect or an engineer will be required to determine the structural integrity of the chimneys and the level of repair work that may be required. This will be a very time consuming project if we are required to perform this function. As a precaution, warning barrels and caution tape have been installed on each side of the building denying passage via these areas. These will remain in place until a determination of a potential hazard, if any, to the students, staff and public has been made and until any required immediate remedial action has been completed. I will keep you advised in this matter, please contact me at your convenience if you have any questions or concerns. PL:emm cc: Mrs. P. Field,Bs. Administrator Dr. J.Sulllivan, Princ. Federal St. School Enc.. File THE SALEM PUBLIC SCHOOLS OFFICE OF BUILDINGS AND GROUNDS 77 WILLSON STREET TEL,978-740.1143 SALEM,MASS.01970 FAX.978.740.1117 IMF1 4II y FEDERAL STREET SCHOOL ESTIMATED COST OF CAPITAL IMPROVEMENT NEEDS AND ANNUAL MAINTENANCE AND SERVICE WINDOW REPAIR OR REPLACEMENT: Total Units to Be Replaced 172 Suggested Replacement and Related Work Repair and Restoration with Monray#500 Series Window Unit Price: $1216.00 Total: $209,152 See Exhibit 1 - 5 Pages NOTE: Historic Salem,Inc.has design jurisdiction over any window replacement project. DOOR UNIT REPAIRS - OPTION A DOOR UNIT REPLACEMENT-OPTION B Location Qty Option A Option B Main Entrance (2) $4390.00 $7144.00 Caft. Entrance (1) $2465.00 Gym Entrance (1) $2465.00 $12,074.00 Recommend Option B EXHIBIT 2-3 PAGES HEATING SYSTEM REPLACEMENT $30,000.00 H.B.Smith Steam Boiler Fueled#2 Fuel Oil ASBESTOS REMOVAL Boiler Room(Required with Boiler Removal) $12,398.00 Asbestos Abatement Program $56,700.00 Total: $69,098.00 EXHIBIT 3 -3 Pages 1 FIRE PROTECTION SYSTEM- SPRINKLER SYSTEM $5,000.00 Backflow Prevention Device Drinking Water Regulation Commonwealth of Mass. M.G.L. Chapter 111 310 CMR 22.22 ELECTRONIC SECURITY SYSTEM Basement and First Level $1589.00 STABILIZATION OF VENTILATION CHIMNEYS $1615.00 Boston Chimney &Tower Co.,Inc. Exhibit 4 - 3 Pages TOTAL ESTIMATED COST OF IMMEDIATE NEEDS $328,528.00 OTHERIMPROVEMENTS: 1. AMERICANS WITH DISABILITIES ACT a. Replace all door sets with lever handles No estimate available b. Install Elevator or wheelchair lift No estimate available 2. Master time clock and signal bell system No estimate available 3. Intercom and paging system No estimate available 4. Masonry repairs to ventilation chimneys (Required by Archdiocese of Boston Real Estate Division -No est. avail.) ESTIMATED COST OF ANNUAL CONTRACTED MAINTENANCE SERVICES Heating System: Mechanical - 20 hrs. service @ $35. /hr. $ 700.00 Burner Service 1,250.00 Burner Repairs 1,800.00 Plumbing System: Miscellaneous Repairs - 80 hrs. @ $35. /hr. $2,800.00 Drain Cleaning 250.00 2 Electrical: (Labor and Materials donated by New England Power Service Co.) $0 Fire Alarm and Detection System: Testing $ 675.00 Repairs $ 300.00 Fire Protection and Extinguishing Systems: Sprinkler System Test Sprinkler Repairs s needed $90./ hr. Fire Extinguishers -Test $ 275.00 Service and Replacement $ 150.00 $8,400.00 NOTE: No figures are provided for miscellaneous repairs to the building or building systems done by school department personnel. 3 Proposal' Boston Chimney & Tower Company, Inc. P.O.BOX 272, PEABODY, MA 01960-6772•508-531-6006• FAX 508-532-2420 June 10, 1997 t Salem School Department Building Services Department 77 Wilson Street Salem, MA 01970 Post-it'Fax Note 7671 Date`/ _ 7 pages Z Attn: Mr. Paul L'Heureux T W.D. .K //CI4r♦ ��// B From, L YfU cW- Sub: Service Temporary Reinforcing of Phone#t C A r� � Co. S"464 Five Air Vents Fax# /-G/7--2CV-6/6a PnoneaSZb '7'(/0- //V'5 Federal Street School — 757VY Fu fo - 79/0- ///7 Furnish and install all labor, tools, equipment, scaffolding, transportation, and insurance required to perform the following scope of work. ❖ Reposition the planks as necessary on the five air vents and re-tension all cables. Furnish and install two galvanized staples at each location where the reinforcing cables cross over the vertical planks. Price Quotation: One thousand six hundred fifteen dollars ($1,615.00) We propose to furnish all labor,materials,tools,equipment,and insurance required to complete the above specified work. Payment to be made as follows: N/30-A late charge of 1'k%per month will be added to all amounts over 30 days past due. Authorization to perform work as specified. Boston Chimney,t(gL�Tower Co., Inc. Date: Ronald G.Plante,President OFFICE:24 REAR CALLER STREET, PEABODY,MA 01960-6772 June 10, 1997 Boston Chimney & Tower Company, Inc. P.O.BOX 272,PEABODY,MA 01960-6772•508-531-6006• FAX 508-532-2420 Salem School Department Building Services Department 77 Wilson Street " Salem, MA 01970 Attn: Mr. Paul L'Heureux Sub: Temporary Reinforcing of Five Air Vents Federal Street School Gentlemen/Ladies: On June 10, 1997, Ronald Michaud and I viewed the five discontinued brick air vents at the Federal Street School. In December, 1986, our company was contracted by the Archdiocese of Boston to remove the five brick vents due to public safety concerns. On Jan. 7, 1987,the Salem Historical Commission issued a notice of denial to the Archdiocese causing the project to be cancelled. Subsequently on October 16, 1987, the Archdiocese contracted with us to furnish and install temporary reinforcing to the five brick air vents. Since that time the cables and planking used to temporarily reinforce the vents have not been checked or serviced in any way. At our site visit today, we observed that the planking has shifted due to the slacking of the cables. We also noted that one plank has fallen from its position creating a safety hazard. The air vent where this has occurred is at the right rear of the school. This is of great concern since this area is where students, staff members, and visitors are entering and exiting the building. We recommend that this area be secured immediately with barricades to prevent the public from being exposed to possible serious injury. We further recommend that the temporary reinforcing system be serviced as soon as possible. Please feel free to contact me if you have any questions concerning this situation. Sincerely, BOSTON CHIMNEY & TOWER CO., INC. Ronald G. Plante 0 President RGP:lhg JUN 12 1997 u � °bBLIC SCHOOLS cc: Rev.John F. Leonard, Pastor SALEiBUILDINGSEB�iICES DEPT. Dr.Jo Sullivan,Principal OFFICE:24 REAR CALLER STREET, PEABODY,MA 01960-6772 THE SALEM PUBLIC SCHOOLS OFFICE OF BUILDINGS AND GROUNDS 77 WILLSON STREET SALEM, MASS. 01970 Tel. 508-740-1143 Fax. 508-740-1117 jai a 1 � ;Yl` ;M � � m 7 .1Tifl7 TO: MR. NEIL HARRINGTON, NIAYOR, CITY OF SALEM FROM: MR. PAUL L'HEUREUX, DIR. BLDG. SERVICES DATE: 8/7/97 RE: FEDERAL STREET SCHOOL As per your request, enclosed are the following: 1. Memo: February 23, 1996 re: Estimated cost of Capital Improvements and Annual Maintenance Costs. (Amended 8/6/97) 2. Memo: June 16, 1997 re: Ventilation Chimneys 3. Letter. June 10, 1997 from Boston Chimney & Tower Co.,Inc. 4. Proposal: June 10, 1997 - Boston Chimney & Tower Co., Inc. to stabilize ventilation chimneys. 5. Memo: July 27,1997 re: Cost of Intrusion Alarm System and Main Entrance Door Repair Options. This represents all of the material that is presently available regarding the conditions at the Federal Street School and a very preliminary estimate of the costs of improvements. If you have any questions of if I can be of any further assistance in this matter, please do not hesitate to contact me at 740-1143. PL:emm cc: Dr. R. J. McClements, Supt. of Schools file encls. RUCTUAIS ii uATA CONSULTING March 19, 1997 ENGINEERS Federal Street School Facilities Committee C/O 115 Federal Street Salem, MA 01970 Attention: Ms. Darteen Melis Ingraham, Chairperson Reference. Federal Street School Structural Condition Dear Darleen: I would like to clarify two items which came up at Monday night's meeting with members of the school committee: Chimneys: Someone made th comment after the meeting that they were relieved that the building was sound as the chimneys had concerned them. It should be noted for the record that while the main core of the buiding is in fact structurally sound, the chimneys are not, and their long term safety is questionable. I recommend a permanent repair or demolition in my report, and it should be stressed that this should be a high priority. Front Entry Canopy: The front entry canopy was not included in my report as it is a free-standing appendage, placed against the building. It should be noted that this is partly supported on the main school foundation and partly supported on the site fill outside of the main foundation. Because the outer fill has settled, the conopy has rotated and leans away from the main building. This is very pronounced at the roof elevation where the flashing has torn away from the school wall and allows water to enter in the gap behind it. This is not an unsafe condition, however the canopy should either be rebuilt, or the flashing should be replaced with wider pieces to allow for the movement. Please contact me if you have any questions. Warmest regards, John M. Wathne, President Structures North Consulting Engineers, Inc. P.O. Box 8560 • Salem, Massachusetts 01971 (508) 745-6817 • Voice / Fax P T' r. p . Salem Historical Commission ONE SALEM GREEN,SALEM, MASSACHUSETTS 01970 (508)7459595 EXT.311 NOTICE OF DENIAL OF APPLICATION FOR A CERTIFICATE OF HARDSHIP RE: 158/160 Federal Street On Wednesday, November 18, 1992, the Salem Historical Commission, unanimously voted to deny an application for a Certificate of Hardship from the St. James Church without prejudice for the removal of roof vents from the Federal Street School . The denial was due to the legal deadline for acting on an application preventing the Commission from continueing the application to the Commission' s next meeting and the request that the property owner look into the option of filling in the vents vs . removal . I attest that this is an accurate record of the vote taken, not amended or modified in any way to this date. / )Y November 19 , 1992 Jane/A. Guy Cleik of the Colon ssion To reapply, kindly return a completed application by November 30, 1992 in order to be scheduled for the December 18, 1992 agenda. cc: Building Inspector City Clerk JG\JANE\DENIAL 12 �i �� J CERTIFICATION PROJECT NUMBER: 8808 PROJECT TITLE: St. James Church Underpining of Kitchen and Stair Appendage PROJECT LOCATION: 160 Federal St., Salem, Massachusetts IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE. I. Robert L. Scagliotti. Registration No. 2886. BEING A REGISTERED PROFESSIONAL ARCHITECT HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE � M � THE ABOVE NAMED PROJECT WAS CONSTRUCTED AS PER THE APPLICABLE Pf VISI S CD v OF THE MASSACHUSETTS STATE BUILDING CODE. LO N x am r 4 r o rn,•r: � m G�Si ERED 4Y) � �•+, L 8 CA.1 N - WAMP Robert L. Sca - L' 1161 Date r 1 �iL"a)1 �p Salem Historical Commi§Sion 1�0 A CITY HALL. SALEM. MASS. 01970 RECE.I\IEO CITY OF SALc.iI-MASS. CERTIFICATE OF NON-APPLICABILITY It is hereby certified that the Salem Historical Commission has determined that the proposed construction [ ] ; reconstruction [ ]; demolition [ ]; moving [ ]; alteration [X]; painting [ ]; sign or other appurtenant fixture [ ] work as described below in the . . . McIntire Historic District. (NAME OF HISTORIC DISTRICT) Address of Property: 160Federal St. Name of Record Owner: Roman Catholic Archdiocese of Boston DESCRIPTION OF WORK PROPOSED: ;-----�� jAlteration-of'pavement at right en trranc`e `door-to-slop' e note more-than 20 : 1 in order to accomodate_handicap"accessT-- Not applicable due to pavement not under the jurisdiction of the Historical Commission. does not involve an exterior architectural feature or involves a feature covered by the exemptions or limitations set forth in the Historic District's Act (Federal Laws, Ch. 40C) and the Salem Historical Commission. Dated: May 17 , 1990 SALEM HISTORICAL COMMISSION BY �in ricr' �� Chairman cc; City Clerk 1 �• Building Inspector d ,f•CoM1� . Salem Historical Commission 2 Y '> CITY HALL. SALEM. MASS. 01970 GIXNSVO CERTIFICATE OF HARDSHIP It is hereby certified that the Salem Historical Commission has determined that the proposed construction [ ]; reconstruction [ ]; demolition [ ]; moving [ ]; alteration [X ]; painting [ ]; sign or other appurtenant fixture [ ] work as described below in the . . . McIntire . Historic District. (NAME OF HISTORIC DISTRICT) 16 ,.z 0 Federa1`St. Address of Property:' Archdiocese of Boston/City of Salem (Tenant) Name of Record Owner: DESCRIPTION OF WORK PROPOSED: Cap existing wrought iron fence with removeable tube cleave, painted black. Hardship approved in order to provide safety of children at school. REASON FOR ISSUANCE OF CERTIFICATE OF HARDSHIP: 1 . The application affects only the building or structure on which work is to be done and not the historic district in general. [ �] 2. The application is approved because it does not cause substantial detriment to the public welfare. [x] 3, The application is approved because it does not cause departure from the intent and purposes of the amended historic district act. will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic District's Act (Federal Laws, Ch. 40C) and the Salem Historical Commission. Dated: September 6, 1990 SALEM HISTORICAL COMMISSION By /'sty,• ( - ='"/„raj=��% /-� Chairman p� �C�ppNL M' Salem Historical Commission CITY HALL. SALEM. MASS. OI970 AMENDED CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed construction ( ) ; reconstruction ( ) ; demolition ( ) ; moving ( ) ; alteration ( ) ; painting ( ) ; sign or other appurtenant fixture (X) work as described below in the . . . McIntire Historic District (NAME OF HISTORIC DISTRICT) Address of Pro er —X160 Federal St.__—_ —' Name of Record Owner: c/o Salem School Department DESCRIPTION OF WORK PROPOSED: Amend Certificate of Appropriateness dated July 25, 1991 to change color of glove to blue with black lines. will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic Districts' Act (Mass. Gen. Law Ch. 40C) and the Salem Historical Commission. August 26, 1991 Dated: SALEM HISTORICAL COMMISSION Chairman Recimh.WF' Salem Historical Commission CITY HALL. SALEM, MASS. 01970 CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed construction ( ) ; reconstruction ( ) ; demolition ( ) ; moving ( ) ; alteration ( ) ; painting ( ) ; sign or other appurtenant fixture (X) work as described below in the . .. McIntire Historic District (NAME OF HISTORIC DISTRICT) Address of Property: 160 Federal St. Name of Record Owner: c/o Salem School Department DESCRIPTION OF WORK PROPOSED: Installation of sign as per drawing submitted, 2 sided, to be hung from existing bracket . Dark green background with yellow lettering with logo ( line drawing of globe in maroon or chinese red) . will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic Districts' Act (Mass. Gen. Law Ch. 40C) and the Salem Historical Commission. Dated: July 25, 1991 SALEM HISTORICAL COMMISSION I Ey 14, CU rZ42« ✓(' ChairmaIi COMPLAINT FORM SALEM FIRE DEPARTMENT OATC ]I�RAt1-TIMC, FIRE PREVENTION BUREAU Location ofComplatntorHazard St James church Beano Hall Complaintby Concerned Citizen Address Nature of Complaint 1 Received by Ins Paul Phillips / tri oATc. o Investigated by �>l Action Taken Other Department Notified 7 Public PrnpertV Pepartntent OHMg uilbing Pepartntent ONE "imlem (6rren 745-02 t3 William H. Munroe Director of Public Property Maurice M. Martineau, Asst Inspector Inspector of Buildings Edgar J. Paquin, Asst Inspector Zoning Enforcement Officer John L. LeClerc, Plumbing/Gas Insp. January 6, 1988 Father Delaney St. James Rectory 161 Federal Street Salem,MA 01970 RE: `..,,-St. J–"� a– m"—e"s—Chin cwj - __ Dear Father Delaney, On January 5;. 1988 an inspection of St. James Church addition was made at your request and the following has been confirmed. There has been definate structural movement of the addition. Due to this fact and the Engineers report that use should be discontinued, it is the opinion of this office that the doors must be permanently locked until - proper repairs to the structure have been made. Any entering or exiting of this stairway is definately hazardous and must be discontinued. The use of the kitchen should also be discontinued and the door locked. After reviewing the possible solutions by Regan Engineers we have concluded that the fifth option appears to be most logical. Solution IL 's 2,3 and 4 are at the most temporary and would not solve the problem. Even though solution Ill would be leasable, there will be hidden costs in– volving reinforcement of the framing affected by the movement. Razing the existing structure and rebuilding in our opinion will be most economical. Sincerely, David J. Harris Assistant Building Inspector DJH/eaf a 282 ESSEX STREET SALEM, MASSACHUSETTS 01970 617-744-8660 DATE: FIELD INSPECTION REPORT NO: 1 PROJECT: St. James Church Stair CLIENT: St. James Church LOCATION: 160 Federal Salem- MA Salem, MA CONTRACTOR: Joh n Kieran WEATHER: O n A � COMMENTS: o m Cn � N 1. Many punch list items under Phase I. Underpinning of the St�y',r and Kitchen Appendage, remain incomplete. Mr. Robert Jakiel -bf Terra Drilling Co.. Inc., Contractor under Phase I and Mr. John Kieran. Contractor under Phase II to resolve Punch List items remaining. Punch List items already completed by Mr. Kieran in order for them to keep working will be withheld from Terra Drilling final retainage payment unless Terra Drilling Co.. Inc., agrees to pay Mr. Kieran directly. 2. Exterior brick work at control joint between existing church structure and stair appendage complete. Remaining caulking about 75% complete. 3. Contractor preparing stair ceiling top receive new steel beam in ceiling. 4. Rebuilding of existing stair continues, about 25% complete. 5. Contractor readies beam pocket in basement for new steel beam required under bearing wall . 6. New built-out wall in kitchen completed, soon to receive new Marlite on kitchen walls. cc: John Quigley, Consultant FIELDS ,.RSP IT 'ffev. Francis H. Delaney, Pastor SIGNED: !/. Mr. John Kieran, Contractor, Phase II Mr. David Harris, Asst. Bldg. Inspector, Salem Gary;J. S , Associate Office SCAGLIOTTI ASSOCIATES, INC. ARCHITECTS 262 Essex Street .Salem -Massachusetts 01970 .(508) 744-8660 P.O.. Box 151 Route 27 .BoothbayCenter .Maine .04537-0151 .(207)633-5100 SI5TEraOuWODUyUL TO VgOihV DATE JOB NO. OB Aek�j RE: (CP �,✓e S�� N G :yam THE FOLLOWING ITEMS ARE ENCLOSED: ❑Per Your Request dFor Your Reference ❑For Approval ❑For Corrections COPIES DATE DESCRIPTION Uig 4- IV— Zd6dK� C505 ME 65 U 6 E REMARKS Please respond to our of/ice in: Massachusetts❑ Maine ❑ BY: / , s1 SCAGUOTTI ASSOCIATES,INC. WEIDNER ASSOCIATES MAY 1 1989 145 GRAY ST. ARLINGTON MA 02174 RECEIVED APRIL 27, 1989 SCAGLIOTTI ASSOCIATES INC. 262 ESSEX ST. SALEM MA 01970 ATTN. GARY SIDEN RE: SAINT JAMES CHURCH SALEM MA. 11 UNDERPINNING STAIR/KITCHEN APPENDAGE DEAR GARY, THIS LETTER IS SENT TO CLARIFY A CONVERSATION I HAD WITH ROBERT JAKIEL OF TERRA DRILLING ON APRIL 26, 1989 AND A RESPONSE TO HIS LETTER TO YOU DATED APRIL 19 , 1989. PILE #23 IS SHOWN ON THE DRAWINGS AS BEING INSTALLED ON AN ANGLE. .TO ACCOMODATE THE DRILLER WE PERMITTED THIS PILE TO BE INSTALLED VERTICALLY. THE PILE IS LOCATED IN THE CENTER OF THE WALL. THEY HAVE DRILLED a0 '-0" IN CONCRETE, 2 '-0" IN GRAVEL AND 1 '-0" IN GRANITE BLOCK FILL. JAKIEL SAID HE WILL DRILL A 1 " DIAMETER PILOT HOLE TO DETERMINE THE DEPTH OF THE OBSTRUCTION. PILE #25 WAS NOT INSTALLED AS SHOWN ON THE DRAWINGS. JAKIEL SAID IT WAS MOVED TO THE CENTERLINE OF THE INTERSECTING WALL TO EASE THE INSTALLATION OF THE PILE. HE HAS HIT AN OBSTRUCTION 16 '-0" BELOW THE TOP OF THE PILE. BASED ON YOUR MEASURMENTS THE PILE WAS DRILLED ON A 9 DEGREE SLOPE. IF THE PILE IS LOCATED AS JAKIEL INDICATED THEN IT WILL HIT PILE #2B AT A DEPTH OF APPROXIMATELY 25 FEET WELL ABOVE THE DEVELOPMENT DEPTH. THIS PILE MUST MOVE TO CLEAR PILE #26. PILE #17 WILL BE RELOCATED TO CLEAR AN OBSTRUCTION. PILES #14 ,#15, #16 REMAIN TO BE DRILLED. IN RESPONSE TO JAKIEL 'S LETTER: 1 . THE USE OF A MACHINE CAPABLE OF REMOVING THE OBSTRUCTIONS IN THE MISCELLANEOUS FILL SHOULD HAVE BEEN ANTICIPATED BY THE CONTRACTOR. NO ADDITIONAL COSTS WILL BE PAID FOR ITS PREPARATION, MOBILIZATION, AND USE. BORING #2 INDICATES REFUSAL IN THE FILL AT 13 '-0" BELOW GRADE. BORING #4 INDICATES BRICKS, CINDERS, COAL, AND MISCELLANEOUS FILL. 2. THE AMOUNT OF GROUT USED IS A FUNCTION OF INSTALLING THIS TYPE OF PILE IN LOOSE MISCELLANEOUS FILL. 3. THE DELAYS ASSOCIATED WITH OBSTRUCTIONS WAS DUE TO NOT HAVING THE PROPER EQUIPMENT ON THE JOB. 4. COSTS INCURRED FOR DRILLING ADDITIONAL HOLES MUST BE AUTHORIZED BY CHANGE ORDER, AND CERTIFIED BY THE ARCHITECT OR HIS REPRESENTATIVE. HIS COMMENTS REGUARDING LETTER FROM WEIDNER ASSOCIATES: 1 . PARA. 2 ALL CLAIMS FOR EXTRA COSTS MUST BE WITNESSED AND RECORDED BY THE ARCHITECT OR HIS REPRESENTATIVE. 2. PARA. 2 BORINGS WERE TAKEN ADJACENT TO THE EXISTING FOOTINGS AND INDICATE ON WHAT MATERIAL THE FOOTINGS ARE BEARING. THE FOOTINGS WERE OBVIOUSLY PLACED LN ,MISCELLANEOUS LOOSE FILL. 3. PARA. 4 TO STATE "THE REASON FOR THE SETTLEMENT OF THE ABOVE STRUCTURE IS BASED ON INFORMATION OBTAINED DURING OUR DRILLING OPERATION FOR THE PILES" IS PRESUMPTUOUS . AND INDICATES A LACK OF UNDERSTANDING OF THE BORINGS.DIFFERENTIAL SETTLEMENT USUALLY OCCUR TO STRUCTURES PLACED ON LOOSE FILL. WE KNOW FROM THE BORINGS WHY THE STRUCTURE IS SETTLING AND THIS INFORMATION IS INCLUDED IN THE CONTRACT DOCUMENTS. 4 . PARA 5 OBSTRUCTION MATERIAL ,AS STATED, CONCRETE, GRANITE, AND MORTARED BRICK RUBBLE MUST BE OBSERVED B :' THE ARCHITECT AFTER IT IS REMOVED FROM THE HOLE. S. PARA. 5 PROPER EQUIPMENT FOR REMOVING THE OBSTRUCTIONS SHOULD HAVE BEEN AVAILABLE AT THE SITE. S. PARA. 5 THE PILES WHICH HAD ADDITIONAL AMOUNTS OF GROUT IMMEDIATELY BELOW THE FOOTING MAY HAVE CORES TAKEN TO INSURE NO VOIDS OR SOIL CONTAMINATION EXISTS. VERY TRULY YOURS, "/�3oR,�,l - %Q, o P WALTER H. WEIDNER JR. P .Ei SCAGLIOTTI ASSOCIATES, INC. ARCHITECTS 262 ESSEX STREET SALEM.MASSACHUSETTS 01870 617-744-8680 MEMORANDUM PROJECT 4NO.8/88808 FM: Gary J. Siden, Associate . Job Meeting #1 CC: All Present RE: St. James Church Underpinning: Pile Progress. Delays. Obstructions and Grout. Meeting 4/17/89 PRESENT: Fr. Delaney, Pastor, St. James Church; John Quigley. Consulting Engineer. Roman Catholic Archdiocese; Rosy Lamarre. custodian. St. James Church; Robert Jakiel . Contractor. Terra Dirlling; Walter Weidner. Structural Engineer;Gary Siden. Architect. Scagliotti Associates. Inc. 1. Jakiel mentioned problems with obstructions and excess grouting. Obstructions encountered exterior piles #8. #10, and #17. Inside piles #23. #25, and #26. Jakiel says one to two hour delays at obstructions. Spent four hours on one obstruction and have not gone through #17. The are trying to get through the obstructions using a air rotary drill . He says obstructions are bricks and mortar and reinforced concrete fill . Architect and Engineer contend that borings indicate brick and block fill in the area of the footings and should have been anticipated by the Contractor. Engineer recommends heavier drilling equipment be brought to the site to remove the obstructions. The Contractor said he will do this next week. 2. Fourteen (14) piles are in. five (5) are waiting for obstruction removal , and seven (7) remain to be done. Jakiel said two (2) piles can be installed per day if no problems. 3. Jakiel said two (2) piles. #6 and #12. had excess grout placed (twenty (20) bags) 1 '-0" below the bottom of the footing. They placed the grout under pressure to within i '-O" of the bottom of the footing. Then the additional grout was required. Weidner expressed concern that the pile core be filled solid with concrete and not be contaminated with soil or voids. Jakiel said this could not happen since the casing was never removed and a head of grout was maintained until the grout extended to the top of the pile. The testing lab will monitor the grout placement and note the quantities used in their reports. 4. Mr. Lamarre believes pile #17 is hitting the church granite foundation. Pile #17 to be moved 1 '-0" to right to see if it clears the obstruction. 5. Architect and Engineer have not seen centralizers used on bars in piles #6 and #11. Jakiel says his superintendent said they were installed. This is to be resolved later. 6. Contractor is working 10hrs/day. 4 days/wk. Jakiel was not aware of this. He will resolve. To step up the schedule a recommendation to use another crew was made. Jakiel says another crew would not help the schedule. 7. The costs for inspection. scheduling, and scope were discussed. Custodian believes Supt. Lynch does not communicate well with the inspectors. The inspector shows up when not needed and does not show up when piles grouted. This problem must be corrected. Terra Drilling Company to help coordinate with the testing lab. 8. Architect says testing lab has overcharged on latest invoice dated April 7. 1989. He has a meeting with UTS Testing Lab. Mr. William Crabtree, to resolve the payment issue. 9. The Owner has the following comments: a. The entry hall at boiler room is cluttered with hoses. Hoses block the door and interfere with the alarm system b. The hose from the sidewalk hydrant has no warning signs placed over the hose. A 92 year-old-lady tripped over the hose and was injured the first week in April . C. The casings are being cleared inside the building causing excess water in the boiler room and drains. Request Terra clean tubes outside. d. Cement dust has caused problems in Bingo Hall and the boiler controls. Install dust barriors in areas being worked. 10. Terra would not give an estimated completion date. Jakiel said its contingent on removing the obstructions. 11. Piles in place and problem piles were observed during site visit. The outside piles with obstructions will have heavier equipment used to attempt to dislodge the obstructions. Jakiel asked if the saw cut in the stair wall has to extend below grade. Weidner stated the saw cut extends from top of wall to bottom of footing. Some settlemen". of the wall and stairs may occur later. but it was decided not to underpin the stair wall to save the cost of the piles. Future repairs to this wall may be required. Minutes of this meeting have been prepared as understood by this writer. If there are errors or omissions, please contact this writer. Unless notified to the conWry. t se not s are assumed to be accurate. Prepared by: �% Gy i en. Associate GJS/swb cc: To all present: UST Testing Lab a WEIDNER ASSOCIATES CONSULTING ENGINEERS 145 GRAY ST., ARLINGTON, MA 02174 APRIL 6, 1SB9 SCAGLIOTTI. ASSOCIATES, INC. SCAGLIOTTI ASSOCIATES.INC. 262 ESSEX STREET APR tO �89 SALEM, MA 01970 RECEIVED ATTN: GARY SIDEN RE: SAINT JAMES CHURCH SALEM, MA UNDERPINNING OF STAIR/KITCHEN APPENDAGE DEAR GARY, THIS LETTER IS IN RESPONSE TO TERRA DRILLING LETTER FROM R06ERT JAKIEL DATED MARCH 31 , 1999. HE IS REQUESTING INSPECTION BY THE TESTING LABORATORY TO MONITOR THEIR PROBING, DRILLING AND CORING OPERATION. THE REASON FOR THIS REQUEST IS NOT CLEAR. . THE PILE CAPACITY WAS DESIGNED AND CERTIFIED WITH A PROFESSIONAL_ ENGINEERING STAMP BY. THEM. WE ARE RELYING ON THEIR EXPERTISE AND SETTLEMENT GUARENTEES TO PROPERLY INSTALL THE PILES. THE TESTING LAB WILL INSPECT THE REINFORCING INSTALLATION AND GROUTING OPERATION. THEY WILL CHECK THE LENGTH OF THE PILE AND REINFORCING RODS, CENTRALIZER LOCATIONS , CASING REMOVAL AND QUANTITIES OF GROUT PLACED UNDER PRESSURE . THEY WILL ALSO MAKE CYLINDERS FOR COMPRESSION TESTING OF THE GROUT. WE EXPECTED SOIL VOIDS, RUBBLE, BLOCKS, ETC. , BELOW THE FOOTINGS AS NOTED IN THE BORINGS. THIS IS ONE OF THE REASONS FOR THE SETTLEMENT OF THE STRUCTURE. WITH PROPER EQUIPMENT, POWER OPERATED, THE CONTRACTOR SHOULD BE ABLE TO REMOVE ALL OBSTRUCTIONS TO COMPLETE THE PILE INSTALLATIONS. GROUT MUST BE INSTALLED UNDER PRESSURE THE FULL LENGTH OF THE PILE TO COMPACT THE SOIL ADJACENT TO THE PILE AND FILL ANY VOIDS IN THE SOIL. THE AMOUNT OF GROUT USED TO DO THIS WORK IS A FUNCTION OF THE SOIL CONDITIONS ENCOUNTERED. IF ANY QUESTIONS ARISE AS TO THE GROUT SHAFT BEING CONTAMINATED WITH SOIL, SMALL DIAMETER CORES WILL BE TAKEN TO ENSURE A HOMOGENEOUS MASS OF CONCRETE FORMS THE SHAFT AND COVERS THE REINFORCING BAR. ��(��r� 41 \/ C/Yltax�c� /�- \j`��`E � _. ., .. I �i 1 I i N rTERRA DRILLING. G`O. INC. ANTHONY C.BARILA EDWARD J.LYNCH JR. 582 MAIN STREET, HUDSON, MA. • 01749 • (617) 568-0351 April 04 , 1989 Scagliotti Associates , Inc . 262 Essex Street SCAGLIOTTI Aq-OCIATES,INC. Salem, MA 01970 Attn : Gary Siden APR y 1989 Re : St. James Church RECEIVED Salem, MA Underpinning of Kitchen and Stair Appendage Dear Gary , As mentioned in our letter of 3/31/89 obstructions have been encountered on three of the first five holes we have drilled, locations 17 , 10 and 8 . Having spoken to Walter Widener yesterday he had mentioned that obstructions should be expected. I tend to disagree. An obstruction was only encountered on one boring (No . 2 ) , was not of the same nature and was away from the building . The presence of obstructions below the footings could not have been encountered unless borings had been taken through the footing. As we grouted two of the holes that obstructions had been encountered on, 20 bags of grout had to be pumped just below the footing at each hole in order to get the grout to come up through the footing. The possibility of hitting this grout on adjacent holes further complicates the matter of installing the piles. Let me stress the fact that these obstructions are manmade. Some seem to be large boulders, while reinforced concrete has been encountered on one occasion. While we can and will try to get thruogh the obstructions that we can, our drilling method for the piles does not enable to get through impenetrable obstructions. This was covered at our meeting of 1/20/89 when we reviewed our recent proposal versus our earlier one and other cost impacts. • LATERAL SUPPORT SYSTEMS • TIEBACKS • DRILLED MINI-PILING • UNDERPINNING • GROUTING AN EQUAL OPPORTUNITY EMPLOYER Since the above obstructions were encountered we have moved to other pile locations, and have driven the piles with no problem. So at the least the problem is localized and should not present an extensive problem. However , if the obstructions are found to be present throughout the foundation our costs and time delays would not be covered under our present contract. The cost impact would be twofold : our additional costs for drilling through obstructions and grouting of voids and costs related to time extensions ( ie . inspection services ) . In order that we can resolve this issue I suggest that a meeting be held to discuss a time extension and cost implications to our contract prior to proceeding with any obstructed pile locations . As of now we are discontinuing any hole that a obstruction is encountered, which our drilling methods will not allow us to penetrate in a reasonable amount of time. The week of April 10th -19th I will be on vacation but would consider meeting prior or after that time. Sincerely, Terra Drilling Company , Inc . Robert L. Jakiel Chief Engineer TERRA DRILLING CO. INC. -2 TERRA RILLING CO., INC. ANTHONY C.BARILA EDWARD J,LYNCH JR. 582 MAIN STREET, HUDSON, MA. • 01749 • (617) 568-0351 March 31 , 1985 Scagliotti Associates, Inc . SCAGLIOTii a33D iR-ES,INC. 262 Essex. Street Salem, MA 01970 APR 3 1989 Attn : Gary Siden RECEIVED Re : Saint James Church Salem, MA Underpinning of Stair/Kitchen Appendage Week of 4/1/89 Our Contract : A-0067 Dear Gary, We have begun drilling and grouting of the piles as of 3/29/89. The core drilling was done ahead of us so as to prevent conflicts of operations. Seven holes remain to be core drilled. The inspection at the site has been cancelled a number of times, however it appears that the inspection agency has reported to be on site for some of these cancelled days . It was agreed that they should only be there only for the drilling and grouting and not the coring. Since the drilling and grouting for the piles has begun they have been on site but seem to be only taking grout samples. They should also be monitoring our drilling operation. There seems to be a lack of inspection to verify our drilling conditions. Thus the reason for this letter. As of this date we have attempted drilling at five locations. Of the five we have encountered obstructions on three of the piles approximately 2-3 feet below the bottom of the concrete footing . The obstructions seems to be a combination of granite rubble and reinforced concrete . Please advise as to how to proceed in this matter . An alternate drilling method may be necessary in order to get through the obstruction. • LATERAL SUPPORT SYSTEMS • TIEBACKS • DRILLED MINI-PILING • UNDERPINNING • GROUTING AN EQUAL OPPORTUNITY EMPLOYER M We suggest that a site meeting be held as soon as possible to discuss the conditions under which we are drilling and solutions to this problem . Please call so that a meeting can be set up at a mutually convenient time. i i I I i Sincerely , Terra Drilling Company , Inc . Robert L. Jakiel Chief Engineer Tj RRA DRILLING Co., INC. ry SCAGLIOTTI ASSOCIATES, INC. ARCHITECTS 262 Essex Street -Salem .Massachuselts 01970 .(508) 744-8660 P.O. Box 151 .Route 27 .Booth bay Center-Maine.04537-0151 .(207)633-5100 ROBERT L.SCAGLIOTTI,AIA GARY J. SIDEN.AIA March 21, 1989 Terra Drilling Co.. Inc. 582 Main Street Hudson. Massachusetts 01749 Attn: Robert L. Jakiel. Chief Engineer RE: St. James Church. Salem. Massachusetts Underpinning of Kitchen and Stair Appendage Dear Mr. Jakiel : As per your letter of March 15. 1989, please find the following recommendations from our Engineer. Walter H. Weidner. Jr., received in our office March 18. 1989: Page 1, paragraph 2: A 4" core may be drilled at centerline of wall . Page 1. paragraph 3. line 1: O.K. as long as proper embedment into the very dense sand is attained and the casing can be removed. Page 1, paragraph 4. line 3: The concrete-masonry wall of the stairhall is essentially a very deep beam with no bending and minimal tensile stress. The wall will arch between piles. The piles will support the vertical loads as long as they are installed as designed. Sincerely. By: e� Q_, XL Gar . Si n. Associate JGS/swb: enclosure ARA DRILLING CO., INC. �h:nCH\C FAR: A Eow'AAn J Lmqr o tri 582 MAIN STREET, HUDSON, MA. • 01749 • (617) 568-0351 t•1�rc}, 1.5 , 19f!9 Scan_ liott. As..^.nr. ; ates, Inc . 262 Fs_ex Street Galea:, MA 01970 Atta : Gary Sidon Ke : St. . Jarnc•_ C::r.rch Salem,. MA U ndE -p Inn i rig of Kitchc:; Aral `a.air ApL�ertdage (rear Gnry , An per 011 mEEt.ing and discus:,--ion this rnorniltg the or.ist.in,7 falece wa'. ls in the hitcher. Srca V4 11 he remnved to the er.tent C t. , faCilitate the, in,^,tcli i at i(it) of t�,e (at' I. IlL'd pile.^., it, 01.0pr yp that. at a t.9n d,:c;ree angle the hilt, rar, t,c� in::t.alleli tt,tt) the 3�'g•tt wall a;;d appr0x;It,.te center of the footing. r ry,� Eje' Secondly , S1nCL. Jt w n di o;cove; c!d 6url,nrJ the: probiu.; tt:at A 4^ m 1 the waI , niOng piles 23, 2E and 25 had no Footing, We Gra QOALL69 MT rugyest.ing the pile^ in this 3! ca he drilled vcr.'Lic:ally di:wn CbAbTdJAda 0� thioLgh the center of the wal : • Please respond with direc+. inn W im, �� <tn tto,•' t.hr.::e p; , c,s are to he Lit'i l led . ILjO Alsu a� di c ed wz lane PrnCreding with hand held drillittci f:✓.lG rlf�p�' c L,j pm,c ri t.� We wall notify YCII as SOo:1 as Pc)fir ble if we are �Owe ��v -7 c that, all the drilling can be done with this eI pmL.1) . We wi 11 cor.t.inue to work r:lo_:eIY with the ado molitiuri contractor so as tc, minimize the: amount of T iaab� tveXt and lu-c,t:;abiy mnct :::qpct•t.ant ; s the follewin, . We have y the br•t.ton, n° footing^ and have drilled holes .`orG ithrough the Cxisi4ny foundation wa11 and f0otirnr, . To ener;utt':rred ninin,;tl 4 s;t("tcl(n(' un o_ c'C ). reil!. oprrcing ith,'- concrete . ' tfr d • ignof thF UndArpinn: ac• ^_tClaGp� dci�nnr�,,nt. c:n the conCrct_c, rcinPoattul W.. �.ention of .h : n,JtteC feom Waiter n;,l,: erlaty theee ra e a ' Weidnr and yi,crsclf . 1111:a:,e re.,.,- u:d i :umeciste; y i. f the and di : rctio;, on how to prccce r,oncr. rr.in cua,_e� r, is mute. . , tt� matl:ar . !SY � �OaO�'T6 � h)Qd0"� wa1,� aF 'L11b SLAl�1JA/� �5 �� p�tlA' - " j'k k�ffA^► W 11F� No &TL4Vbl A+kj r ;t! Z Q Prle' TOLK.V►a-f U�ciT leo aB9 a4LATERAL SUPPORT I tT E61( PRILLEO MINI PILING • UN06NPI "' NG ------------ A,CGUAL OPPOWUN,n V L ;I GA I take ) t thinth. invoicing for th', % a,ontt, is Vt'+i1cr LL o o.I . A_ dis:cu=,cd Actual. ga:an'Lit.) on will b;., vccific-d on the :101.11 of thin m ii and suf,a;itta(I on the ATA f U L L:Y: . Since: a!l y , Terra Ur11ling Com )p,,iy , Inc . Cticf "FERRA - - WEONWASSOCIATES CONSULTING ENGINEERS 145 GRAY ST.,ARLINGTON, MA 02174 FIELD REPORT r DATE: APRIL 1 , 1989 PROJECT: ST. JAMES CHURCH, FEDERAL ST. ,SALEM MA STAIRHALL UNDERPINNING ARCHITECT: SCAGLIOTTI ASSOCIATES INC. 262 ESSEX ST. ,SALEM MA BY : WALTER H. WEIDNER JR. P.E. 1 . THE PURPOSE OF THE INSPECTION WAS TO OBSERVE THE PILE WORK COMPLETED TO DATE. THERE ARE 26 PILES TO BE INSTALLED AS SHOWN ON THE CONTRACT DRAWINGS. I FOUND 17 CORE HOLES, 10 INSIDE THE BUILDING AND 7 OUTSIDE. THE CORES ARE 5 INCH DIAMETER. THE STEEL CASING HAS A 3 INCH I .D. 2. THE FOLLOWING CORE HOLE DATA WAS OBTAINED. PILE NO.- DEPTH OF HOLE- DIM. TO ADJACENT PILE- REMARKS #2 36" 8 '-1 " #4 30" 5'-4" TO CORNER #7 32" 7 '-S" #9 22" 4 '-0" TO CORNER #19 48" 3 '-S" TO CORNER #21 59" 5 '-2" #18 43" l '-3" TO CORNER #20 39" 4 '-6" #22 16" 3 '-6" #25 59" 3 '-0" TO FRONT WALL THESE PILES ARE INSIDE THE BUILDING. THE FOLLOWING INSIDE PILES TO BE CORED,#23, #24, #26, #11 , #13, & #16. #6 52" 2 '-0" TO CORNER #8 24 '-0"CASED 7 '-0" #10 42" 8 '-0" #12 CAPPED 7'-S" #14 2x IN HOLE 7 '-6" , l '-S" TO CORNER #15 BAR IN HOLE 5 '-0" MUD AT GRADE #17 46" 1 '-2" TO WALL . THESE PILES ARE OUTSIDE THE BUILDING. THE FOLLOWING OUTSIDE PILES TO BE CORED, #1 , #3, & #5 3. THE PILE iNSTALLATION IS BEHIND SCHEDULE FROM INFORMATION GIVEN TO ME BY TERRA DRILLING. MR. ROBERT JAKIEL EXPECTED TO BEGIN GROUTING THE PILES LAST MONDAY, MARCH 27, 1969. NO GROUTING HAS BEEN DONE YET. I WILL CONTACT MR. JAKIEL TO FIND OUT WHAT IS DELAYING THE JOB. SCAGLIOTTI ASSOCIATES,INC. nX APR 4 1989 !/' RECEIVED WHW CC MR. GARY SIDEN, SCAGLIOTTI ASSOCIATES MR. ROBERT JAKIEL, TERRA DRILLING 1 1 WALTER H . WEIDNER JR. CONSULTING ENGINEER 145 GRAY ST. ARLINGTON MA. 02174 TO: SCAGLIOTTI ASSOCIATES 262 ESSEX ST . , SALEH , MA . 01.970 OCTOBER S - 1586 FIELD REPORT S1 . JAMES CHURCH FEDERAL ST. SALEM MA. BY W. H. WEIDNER JR. THE FOLLOWING WAS NOTED 1. . THE HIGH ROOF FRAMING WAS CHECKED THROUGH OPENINGS CUT IN THE STATRHALL CEILING. THE 742 1 /2 RAFTERS 'i 20" 0 . C . HAVE E&ME DECAY AT THE BEARING , BEYOND THE E.EAi?TNG SCAT THE WOOD APPEARS SOUND. T''HE HIP BEAM IS 2XII 5/8. THE STEEL BEAM IS WNX13 . REINFORCING MAY BE REGUIIRED TO THE RAFTERA , HIP BEAM , AND SYEEL BEAM WHEN DESIGNED FOR SLIDING AND DRIFTING SNOW IN ACCORDANCE WI-H THE MASS . STATE BUILDING CODE. 2 . THE STAIRHALL STUD WALL. ON THE LEFT SIDE IS LOCATED 13" FROM THE FACE OF THE EXTERIOR MASONRY SEARING WALL „ THE FLOOR FRAMING AT THE SECOND PND FIRST FLOORS ARE NOT ',RISIBLE. TO LETERM;NE HOW THE STUD WALL 15 SUPPORTED , ACCESS HFILES TO THE FRAMING MUST BE CUT ON THE FIRST FLOOR CEILING AND FLOOR. _ . THE EXTERRIOR CONCRETE STAIR MUSS. BE EITHER SUPPORTED ON ROOT PILES , OR CUT AWAY FROM THE BUILDING FOUNDATION WALL . RECOMMEND THE STAIR WALL BE 9AWCUT. FREE OF THE BUILDING WALL, FULL HEIGHT . 4 . THE MASONRY CRACKS WHERE THE STAIRHAL'._ QMuLE BUTT THE ORYGINAL CHURCH SHOULD BE CUTOUT , rIL..L'r_'D WITH AN ETHAFOAM STYIP AND CAULKED. 5 . THE RADIATOR ON THE FIRST FLOOR WALL , LEFT SIDE • MAY HAVE TO BE REMOVED DURING THE PILE INSTALLATION . G. TJ- E 'MOOD STAIR ABOVE ! HE FOUNDATION WAL!_ AT THE. SASEMEiNT ` STA ; 2 MUST BE REMOVED FOR THE PILE INSTALLATION . U TTTTTTTTTT S S S AU U T S S O i . ...• U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S SuAGOOTT,ASSOCIATES,INC. U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 JUN 1 1989 RECEIVED CONCRETE INSPECTION REPORT DATE 04-21-89 9 Beagli.otti. Associates, Inc. Job No. UTS 8758 Mr. Gary J. Siden Project St. James Church, ,Job # 8808 262 Essex Street Contractor Tarra Drilling Co. Salem, MA 01970 Cone. Co. P'irolli CLASS CONCRETE 4000# Grout CUBIC YARDS ASTM C-39 _. TEST SAMPLES - -- I_OCATI0IJ -- ----- --- -- - 3 cylinders Pile 5 Air temp. 58, grout temp. 60, time 1 :0opM 3 cylinders Pile 6 Air temp. 58, grout temp. 60, time 2:30PM 3 cylinders Pile 10 Air temp. 58, grout temp. 60, time 3WOPM LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. I. W555 4x8 12. 56 04/21/89 04/28/89 7 4, 200 W556 .4x8 12. 56 04/21/89 05/19/89 28 5, 810 W557 4x8 12. 56 04/21/89 05/19/89 28 5, 790 W558 4x8 12. 56 04/21/89 04/28/89 7 4, 550 W559 4x8 12. 56 04/21/89 05/19/89 28 6, 400 W560 4x8 12. 55 04/21/89 05/19/89 28 6, 510 W561 4x8 12. 56 04/21/89 04/28/89 7 4, 600 W562 4x8 12. 56 04/21/89 05/19/89 28 6, 450 W563 40 12. 56 04/21/89 05/19/89 28 6, 600 I REMARKS: U T S OF MASSACHUSETTS, INC. INSPECTOR: RPvimwm { LA U TTTTTTTTTT S S S J U T S S U U T S U U T S S S OF MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S SCACUOTTI nSSOCIATES,INC. 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 MAY 2 4 1989 CONCRETE INSPECTION REPORT DATE 04/18/89 ROMEO 6 Scagliotti Associates, Inc. Job No. UTS 8758 Mr. Gary J. Siden Project St. James Church, Job # 8808 262 Essex Street Contractor Tarra Drilling Co. Salem, MA 01970 Cone. Co. CLASS CONCRETE Piles CUBIC YARDS ASTM C-39 TEST SAMPLES LOCATION 3 cylinders Pile 9. Air temp 56, cone temp 54, time 1 :30. 3 cylinders Piles 19. Air temp 58, cone temp 54, time 3:30. LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. I. T769 4x8 12. 56 04/18/89 04/25/89 7 3, 700 T770 4x8 12. 56 04/18/89 05/16/89 28 7, 600 T771 4x8 12. 56 04/18/89 05/16/89 28 7, 450 _ T772 4x8 12. 56 04/18/89 04/25/89 7 DAMOD T773 4x8 12. 56 04/18/89 05/16/89 28 DAMGD T774 4x8 12. 56 04/18/89 05/16/89 28 6, 250 REMARKS: Cylinders T772, T773, damaged in field. U T S OF MASSACHUSETTS, INC. INSPECTOR: Reviewed VVVYYYYYYVY'��,1/1, U TTTTTTTTTT S S S J U T S ` U U T S U U S T U U T, S S S Of MASSACHUSETTS, INC. U UT S U U U S S T S S S S--A[4'i.1O*rn ASSOCIATES,INC. 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 MAY 2 4 1989 CONCRETE INSPECTION REPORTRECEIVED DATE 04/20/89 7 Scaglintti Associates, Inc. Mr. Gary J. Sider, Job N... UTS 8758 262 Essex Street Project St. James Church, Job # 8808 Salem, MA 01970 Contractor Tarra Drilling Co. Cone. Co. Pirolli CLASS CONCRETE _ CUBIC YARDS ASTM C-39 TEST SAMPLES LOCATION — 3 cylinders Pile 1. Air temp 56, cone temp 60, time 12:30. 3 cylinders Pile ._;. Air temp 58, come temp 60, time 3:00. LqB NO. SIZE AREA DATE DATE AGE W021 4x8 12. 56 CAST TESTED DAYS P. S. I. W022 4x8 04/20/89 04/27/89 7 1` 56 04/20/89 0 `, 900 WO;:'3 4x8 1.2. SE 5/18/89 28 W023 4x8 1 .. J6 04/20/89 05/18/89 28 6, 900 4x812. 56- 04/20/89 04/27/89 7 2, 880 W025 2, Bao W026 4x8 04/20/89215/18/89 L8 12. 56 04/20/89 05/la/a9 950 8 7 7,, 000 REMARKS: --- INSPECTOR: INSPECTOR: U T S OF MASSACHUSETTS. Tmr U U TTTTTTTTTT S S S U U T S 1 U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S SCA0410TTIASSOCIATES,INC. U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 MAY is sag RECEIVED CONCRETE INSPECTION REPORT DATE / 12/89 Scagl. i.otti Associates, Inc. job No. UT`_ 8758 Mr. Gary J. Siden Project : t . James C i trcl, Job '. 8802 . PEP... r_. °i E'X Street* Contractor' Id'r"1':a Drillirg Co. Salem, MA 01970 Conn.n. C... CLASS CONCRETE 40.100 Grout CUBIC YARDS ASPM C--03 Tf.=:[iT SA1�7�'LE:3 i_C)I:�A'?-IGiV .._ 3 cylinders rs Pile 7. Pir ..7: mp 52., ,..onr temp 54, truck. self mix. time . :00. cylinder<.a Pile, 4. Air temp ._i.', _ionc temp 54, 1'truck self mix, time 300. LF-1E: DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS" P. S. I. S871 4x8 12. 56 04/12/89 04/19/89 7 3, 950 S872 4x8 1 . 56 04/12/89 05/10/89 28( 7, 960 S873 4x8" 12. 56 04/12/89 05/10/89 23 7, 850 -- S874 4x8 12. 56 04/12/89 04/19/89 7 3, 720 5875 4x8 12. 56 04/12/89 05/10/89 28 7, 850 3876 4x8 12. 56 04/12/89 05/10/89 28 7, 960 REMARKS: — U T S OF f+-ASSAC SETTS, INC. INSPECTOR: Reviewed �) U U T S U U T S S S Of MASSACHUSETTS, INC. u U T S U U T S S SCAOIIOTTI 49SOCIATES,INC. U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 MAY 18 1989 RECEIVED i:ONCRETE INSPECTION REPORT DATE 04/12/39 Scgl i.ot.t i. Associates, Inc:. Job No. U T S 875::5 Mr. !teary J. Siden Project St. Sames Ci-arch, job 4 8(3:;i; 062 Essex Street Cons ' JC:a.-i . ...,,.•£i is r.; li _. ,- ... Salem, MA 01970 Conc. - CLASS CONCRETE 40=ii tp CUBIC YARDS ASTM. - 39 -- -- -—------DE ------------ ... - ; ....-_...... .__. - _iE,3 f SAME='I_.E�S ,_OLA T:U��.i cylinders Pile moi,_. Air tome 52, C_4`a_ .emp 52, truck 0 Self mix. 3 cylinders Pile 13. 4-15.:' temp 52, Ci:}'lis temp .rc:, truck it self mix. R K i< *****CAST BY _ii 'r.i_....� L_AB DATE DATE AGE NO. SIZE AREA CAST" TESTED DAPS P. S. I. S867 6x12 28. 27 04/12/89 04/19/69 7 3, 950 5668 6xI2 28. 27 04/12/89 05/10/89 28 7, 200 SSS9 Exli=_ W27 04/12/89 05/10/89 28 7, c:00 _ i865 Sxi.2 28. 27 04/12/89 04/19/89 7 3, 880 5866 Exitp1 c'8. 'r_i7 t=r4!lii.'../89 05/1OJ89 ?_8 7, 1708867 6x12 28. 27 . 04/12/89 05/10/89 '.8 7, 130 REMARKS: ****CAST BY OTHERS'+!'*** -- - - -------_._.._--- U T S OF MASSAIJETTS, iNC. INSPECTOR: Reviewed u' ►' U TTTTTTTTTT S S S / U T S S G U T S /U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S SCAOUOTn ASSOCIATES,INC. 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 MAY 1 81989 RECEIVED CONCRETE INSPECTION REPORT DATE 04/13/89 Sccagliotti Associates, Wo. Job No. UTS 8758 - J. S i d�.en Project ;t„ James Church,_�.rch Job .p 880,.9 1=l.( 2 Essex Street Contractor Carra Drilling Co. Salem, MA 01970 Cone. Co. Pirelli CLASS CONCRETE 4000# Grout CUBIC YARDS ASTM C--09 _ I-EST SAMPLES LOCATION 3 cylinder:, Pile 21. Wr temp 53, cone temp 56, truck # self mix, time 12:00. cylinders Pile c... Air temp 54, corn tmp 55, time 2:00. L A}; --- ----------- DATE ---- DATE AGE —.------ NO. SIZE AREA CAST TESTED DAYS P. S. I.. T149 4x8 12.. 56 04/13/89 04/20/89 7 4, 200 T150 4x8 12. 56 04/13/89 05/11/89 28 7, 500 T151 4x8 12. 56 04/13/89 05/11/89 28 7, 610 T152 4x8 12. 56 04/13/89 04/20/89 7 4, 280 T153 4x8 12. 56 0.4/13/89 05/11/89 28 7, 200 T154 4x.8 12. 56 04/13/89 05/ 11/89 28 7, 100 REMARKS- U T 5 OF MASSACHUSETTS, INC. T wour Tnp• Reviewed v%^A u U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S SCAWO"4SSOCIATES,INC. U U U T SSS 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 MAY 1 19 RECEIVED CONCRETE INSPEC71ON REPORT DATE, 04/06/89 Sragliotti Associates, Inc. Job No. UTS 8758 Mr. Gary J. Sider, Project St . James Church, Job 4 880a 262 Essex Street Contractor Tarra Drilling Co. Salem, MA 01970 Cone. Co. CLASS CONCRETE: 40011#p Grout CUBIC YARDS ASTM C-39 _- TEST SAMPLES LOCATION 3 cylinders Pile 24. Air temp 54, cone temp 50, truck #B self mix, time 10:45. 3 cylinders Pile 18. Air temp 55, cone temp 52, truck self mix, time 12 s iri;, LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. I. S258 4x8 12. 56 04/06/89 04/13/89 7 4, 110 S239 4x8 12. 56 04/06/89 0.15/04/89 28 5, 850 S260 4x8 - 12. 56 04/06/89 05/04/89 28 5, 702 _ S252 4x8 12. 56 04/06/89 04/13/89 7 3, 980 S253 4X8 12. 56 04/06/89 051/04/89 28 5, 70o S254 4x8 12. 56 04/06/89 05/04/89 28 5, 810 U T S OF MA SSRCHI�SETX INC. INSPECTOR: Reviewed 1) '' U U TTTTTTTTTT S S S ` U U T S S U U T S U U l[ S S S Of MASSACHUSETTS .INC U UT S ` S S SG«GUOTn^SSOC U U Q T S S S ASSOCIATES,INC. % Richardson Lame, Stmnehamv MA 02180 617-438-7755 �� uvrvo �k�� v�� CONCRETE INSPECTION REPORT DATE 04/05/89 RECEIVED 8 "gliotti 0ssociate5, Inc" Job No. yTS 8758 Mr" Gary J. Siden Project St. James Church Job # 88O 262 Essex Street Contractor Tarra Drilling Co,, ' 8 Salem MA 0197O , Conc. Co. Pirolli � -_-- i CLASS CONCRETE 40000 Grout CUBIC YARDS ASTM ,-39 _ . TEST SAMPLES L`^" / Iun 3 cylinders Pile 20" Air temp54 r conc temp 50, time 10:45" 3 cylinders Pile 12. Air temp 53, conc temp 52, time 12:0O" ` L", DATE DATE AGE NO. E31 SIZE AREA CAST TESTED DAYS P. S. I. S261 4x8 12^ 5� 04/05/89 04/12/89 7 3, 950 S262 4x8 ` 12. 56 04/05/89 05/03/89 26 ' 7` OOO S263 4x8 � 12^ 56 04/05/89 O5/O3/89 2" 7 ' a O1O _ 6255 4x8 12" 56 04/05/89 � �. 1 -� - ' ^ ' ` v�/ �/u9 / 4 17O S256 4x8 l2" 56 04/05/89 O5/--/89 28 6 "85O S257 4x8 12" 56 04/05/89 05/03/89 28 6" 8VO ' REMARKS: UTS OF M USETTS� INC INSPECTOR: o~�� -�-� JI��r� " U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S SCAGUOTTI ASSOCIATES,INC. 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 .MAY 8 689 CONCRETE INSPECTION REPORT DATE 03/3ii/8 RECEivED 1 Scagliotti Associates, Inc. Job No. UTS 8758 Mr. Gary J. Siden Project St. James Church, Job # 8808 262 Essex Street Contractor- Tarra Drilling Co. Salem, MA 01970 Conc. Co. Pirillo CLASS CONCRETE Grout CUBIC YARDS drilling ASTM C-39 _ (EST SAMPLES —LOCATION 3 cylindersPile # 15 Air temp 54, mortar . temp 44, time 10: 15. LAB ----- DATE--- DATE AGE --NO. , SIZE AREA CAST TESTED DAYS P. S. I. SO41 6x12 28. 27 03/30/89 04/06/89 7 2, 900 SO42 6x12 28. 27 03/30/89 04/27/89 28 4, 620 SO43 Gx12 28. 27 03/30/89 04/27/89 28 4, 620 REMARKS: ---- - U f 'E ed Mi�SSACHl1S INC. INSPECTOR : Reviewed Field- Jl , max day, i hour travel. . By: Michael Deshl - U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S - SCAGUOTTIASSOCIATES,INC. 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 MAY 8 1989 CONCRETE INSPECTION REPORT DATE04-21-89 RECEIVED .3 Scagliotti Associates, Inc. Job No. UTS 8758 Mr. Gary J. Siden Project St. James Church, Job # 8808 262 Essex Street Contractor Tarra Drilling Co. Salem, MA 01970 Cone. Co. Pirolli CLASS CONCRETE 4000# Grout CUBIC YARDS ASTM C-39 _ TEST SAMPLES LOCATION 3 cylinders ile Air temp. 58, grout temp. 60, time 1 :00PM 3 cylinder's F'i le Byt� Air temp. 58, grout temp. 60, time 2:30PM 3 cylindersPile 10 Air temp. 58, grout temp. 60, time 3:30PM LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S, S. W555 4x8 12. 56 04/221./89 04/28/89 7 4, 200 W556 4x8 i2. 56 04/21/89 05/19/89 2B W557 4x8 12. 56 04/21/89 05/1.9/89 28 W558 4x8 12. 56 04/21/B9 04/28/89 7 4, 550 W559 4x8 12. 56 04/LI/89 05/i9/89 28 W560 4:x8 12. 56 04/21/89 05/19/89 28 W%i 4x8 12. 56 04/21/89 04/28/89 7 4, 600 W562 4x8 12. 56 04/21 /8`.-3 05/19/89 28 W563 4x.8 1.2. 56 04/21./89 05/19/89 28 REMARKS: 11 T S OF MASSACF Uc' .TTS, INC. INSl-'EC OF : Reviewed Field-- J. B. By: Michael. DIRF U U T S S U U T S U . U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S SCAOIIOTTI ASSOCIATES,INC. 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 MAY 8 489 CONCRETE INSPECTION REPORT DATE 04/20/89 RECEIVED 7 Scagliotti Associates, Inc. Job No. UTS 8758 Mr. Gary J. Sider, Project St. James Church, Job # 8808 262 Essex Street Contractor Tarra Drilling Co. Salem, MA 01970 Cone. Co. Pirolli CLASS CONCRETE CUBIC YARDS ASTM C-39 TEST SAMPLES LOCATION 3 cylinders Gile Air temp 56, cone temp 60, time 12:30. 3 cylinders ile ,. . r emp 58, cone temp 60, time 3:00. LAB! DATE — DATE AGE - NO. SIZE AREA CAST TESTED DAYS P. S. I. W021 4x8 12. 56 04/20/89 04/27/89 7 2, 600 W022 4x8 12. 56 04/20/89 05/18/89 28 W023 4x8 12. 56 04/20/89 05/18/89 28 W024 4x8 12. 56 04/20/89 04/27/89 7 2, 830 W025 4x8 12. 56 04/20/89 05/18/89 28 W026 4x8 12. 56 04/20/89 05/18/89 28 REMARKS : U 7 8 OF.' MASSACHUS --Tc- . INC. INSPECTOR: Reviewed Field- JB. By: Michael Deshl r U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S 'S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 $CAGLIOTT1A". 0C1ATE8,INC. MAY 3 1989 1=':C.LC.: REPORT DATE 04/20/859 1.8 RECE'vtD Scagl.i.otti. Associates, Ine. Job. No. LITS 8758 Mr. Gary .1. Siden Project fat. James Church, Joh # 8808 26.,2 Essex Street C:ontrar_to'r Tarra Drilling Co. Saler:, MA 019'70 This inspector repo'r'ted to the above: job site to perform a pile :inspec.... tion. The following was observed : Repo'r'te=d to job site at 7:30 a. m. The coring of pile 01 was finished at: 9:30 a. m. At 10:30 they started r.1-fouting pile 01. g groUti.nq waS finished at 12:30. GrcU'ti.nq for Pile 03 was st.ar'I;ed at 1. :00 p. m. and finished at 3:00 p. m., Depth for pile #1. was> 321 , with 1.0 bags of grout sed. Depth for pile= #3 wiles 3i U U b L) Of NAWACHUSETTY, WC. U U, T. LJ LJ III i S S S_ 5 Richardson Lane, Stoneham, MA 02180 617-436-775S SOCIATES,INC. MAY 3 N89 DTKP RECUMC 5paqU605 Nnnwnwv4n, mcIM:t h, . ob A noon Pro vvynx RVOW, con? , 001 - 7k �r � vn�wn, in Qjjyfi ........... Ranurran to jow Ykov Ak VIN A Th- norwn of pin� W Ulu ckwnhod �iy n �hw� 0 a 1 pywk j vp C 1 N170 W won � wv P -� v 1 .00 a 1 1 � nv 1 u IJ T s MIA'-"-SACHURETTS. INC. U. T SCA(',UOTT!ASSOCIATES,INC. u . .`I`1. ) 'I ar) i;� 7-4 8-775 5 MAY 8 1989 RECEivED j ............. ....... ... ......... .............. ....... .................. U, AtiSOCAATES.INC. li I i c 1.7 3I MAY 3 1989 RECEIVED J. A f I L j i U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S SCAGI.IOTTI ASSOCIATES,INC. U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 APR 2 7 1989 RECEIVED CONCRETE ii i E. CTION REPORT 1)AT 04/ 13/8') `] `_i_._„il 7.Gt.it 1. N[5=��:q-'� c I;ir11:�qInc. ' ._,._ _ i..1. i' 1 Y i_. job No. __ : .._ 875U. Mr . Gary S. Sidon Project St . James Church, Job #r BBOC: .{.r.:.,., 'e' _. X ':_�-'} [ et Contractor actr iar'Y a Drilling E.G. Salem, MA 0197() Conc. Co. pirolli CLASS CONCRETE 40000 Grout CUBIC YARDS ASTM 3 cylinderi-% Pile 21. Ain temp 53, conc temp 5Q, truck # self mix, time 12 :00. ::^ylinder4 file` i::. A i t.. temp _,tet, cr+nc tmp ..,._.,q time 000. NO. q1YE AREA CAST TESTED LiHW r , :.. I . T150 qX8 12, 56 04/ 13/89 05/ ltmw &1-11 T152 4w 1& 26 Qq/ 11/89 04/20/89 7 4, NNO T154 4YA 12156 04/ 13/89 - ' i'' .. ..... ..._.. ..........-...... na I{I ;,::: IN . n l , r.. U U 1 6 b U u S S S Of WSSACHUSETTS, TM U S U T S S SCACLI')-.—,:ASSOCIATES,INC. U U U T S S 9 5 Richardson Lane, Stoneham, NA 02180 617-438-7755 MAN 3 egg RECEIVED ME RNPUM MY Q A/ 1 A/M nnapIT0101 AnnoriAWS, NOW No. HIS 8753 My Gar/ 4. Sidon projawk St. Names Ghuruh , Job 0 RAW) MR Ennex SWVM} larva wrMinp Co. Nolen , HP 01970 ..........----......... ............... ----------.................... ...................................... .. . .......... My lunpontov vepa-try to the anove j )h site to ppyyGyp a pilp inlorn ! Wn. ! hQ funowlog was obsylvew Ryported to MT , Yom kyrah at 12100 00 Job . Yhoye wov a 3 man urnwj nue man woTkinq on the wompreoson, and the Dthwv two men drilling. Tho;'- TWnshon doil ! Wq Pilo sp ! in Wn onryinp . and npan my nyrivuz complary6 prooWnp njly up" , Ube �qpth nth Z& 1 /0 OW Vow vzod " I Kaqn W hhe� 10004W Q- rinuo Pilo OF . Thn dnph� of P� 7 � VP WA o* a Wyqn vn � & 4120 P , W'' U u U. U I I "'ASSAF-'HLG�7-'-TF, T t,JC. Ll Ll T SCAGLIOTTI ASSOCIATES,INC. U u u T s 53 5 Richardson Lane, -Strf,,Eharll, 1-MiA 0 2 18 6 4 S--7 APR 2 1 1989 RECEivED .4 U lYr if U IJ T s s U lj T s 1.1 V Of MASSACHUSETTS, T T U s S',)CAATES,INC. T s s E 5 Richardson Lane, Stoneham, YLi 0 2- 8= 6117-138-7755 APR 2 1 1989 RECEIVED J 7 TC 7, C .. ........................... ^ - - U U T S S � U U T S V U T J S S Of MASSACHUSETTS, INC. U U T S U U T S S w:^('f./Vrn^snocIA7cS,INC. U U U T 5SS 5 Richardson Lane, Stoneham MA 0218o 617-43R-7755 , MAY i y�� .°w� RECE|VE[} PILE REPORT DATE 04/ 12/B9 15 Scagliotti Associates, Inc. Job. No. UTS 975B Mr. Gary J, Sider, Project St . James Church, Job # 8806 262 Essex Street Contractor Tarr= Drilling Co, Sales, MA 01970 � �� '�-. �� This inspector reported to the above job site to perform a pile insPec- _ tion. The following was observed : ` Reported to Mr. Tom Lynch at 7:30 a. m. on the job. There was a three man crew with one man working the compressor and mixing the grout, while the other two men were drilling. They finished drilling pile 47 by 1W00 (they began drilling pile #7 on 4/ 10/891 . At 10:30 a. m. they siarUed to grout pile #7 ; the pile was 31 1/2' and they usew 13 bags of grout. Next , they started to grout pile #4 (pile V4 was drilled on 4/ 10/89) . They pile was 31 ` and they used 12 bags of grout . They finisieo D'outiny pile #4 at 3:30. At 4 :00 they started to drill caissons in pile 421 . - cleaned up - finished at 030 _ - R sets of 3 cylinders were made TW) 6;�p JB 9. 5 nrs + 1 hr trvl i> T 5 OF MH5SACHUSET|S, !NQ,. Reviewed By , nizhael Deshler �� / � �X' ' ' " U 11 i "I b U Fzis,hivrfi°iffli Lane, M) O"1 IF'0 1 ""'! 'ICSOCIATES,INC. APR 2 4 1989 RECEIVED ............... ................... Li ki LI j W 13 13 Rf PpAsnCHMETTE, TIVIC is U Lf U 5 & -SOflIATES,INC. U U it 5 Richardson Lane, Sto"eham, NQ 04180 APR 2 4 Egg RECEIVED WIM93 ocarizono ; nk Jr lilt; ny:� lin �IMOA Norm �04 0 8MY'' VIA 1094y: nwy fvp�r�vw �n �nv )OP Y ' �y vn cwy � z : n a VOIIOAuoin ; vnc ; r8 :00malmsmoBbItruction, nn-plIK191 Aepth 7T AvAnYHd v � , 1" �Oq �110 n-aph" von KYALZOn Pilo 7, AwPO A/W U u T s s U u T uf MASL U u. lf T i f I- kikeLfOrTl ASSOCJAJJ�%INC. s 3 U u U T S S Fi Richardson Lane, Stoneham, triA 02180 1?--4"6—!?JJ APR 2 1 1989 RECEIVED �j Z .... ............ J. f ' ^ U U T S � � U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S $ ^"SVoxTES.INC. U U U T SSS 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 ��uy � �� . ,,`, . ��^� RECEIVED PILE REPORT DATE 04/06/89 l4 Scaglietti Associates, Inc., Joh. No. UTS 8758 � Mr. Gary J. Siden Project St . James Church, Job # 8808 2W Essex Street Contractor Tarra Drilling Co. Salem, M8 01570 _ _____ _ This inspector reported to the above job site to perform a pile inspec-tion. The following was observed : Reported to Mr. Tom Lynch at 7 :30 a. m. on the job site. There was a three man crew; one man working on thet � while the other 2 were drilling. t112y ^bel!an grouting pile Depth was 35' and they usen 16 bags of grout ; qrouting was finished at 10 : 33. Next , they bezan !]routinc pKe id at 11m0. Depth was 32 1 /2' and thQy used 13 bags of grout . They finished grouting at 2 ; 00 P. M. (Both piles were drilled on 4/5/89) . For the remainder of the day the J mer set up plastic areung the inside walls to protect them from from moisture. - clean up - finis4 at 4 ;00 p. m. _ - 2 sets of 3 cylinders were maue IN3PECTW : J5 U. S hrs + 1 Mr trv! U T S OF INC. Sevie*e� Ky : WcK�41 Aeshier IqV) U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC, U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 PILE REPOW OWE 04/06/w Sconliotti Asnociwtes, Inc. job. No. UTS 8758 Mr. unry J. Siden Project St . James Church. Job 8808 W2 Essex strewc Contractor Tqrra Drilling Salem. MA 01970 ............. ----------- ..................... This insperl;or revorhud to the anove job atte to pyrform a w4--- observation inpoertion. The followirq was observed : SGAC.1.!0TT1 ASSOCIATES,INC. 000 a. m. Began grouting pile 1&i 10; 30 a. m. Finished grouting pile W/i APR 12 1989 RECEIVED 11A00 a. m. Startem grouting aile AW � hnhshW groannny Pilo #Q, Mute ] &U, no MAntic wnurd insidw -0 0-whout WOPQ from uetnnq�: 3: 60 o. w. 47antan drillinA & ln 4m Atow U. N. plean U : O. W. oiniw !K3, ' YYV �j U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S SCAGUOTTI ASSOCIATES,INC. 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 MAY 1 1989 ILE j _"tri_R ! DATE t'r<: RECEIVED Ill Scagli.otti. Associates, Inc. Job. No, UIS 8701 Mr. Gary J. Siden Projects: St . Jame._ Church, Job kF SAW) 262 Essex Street Contractor Tarra Drilling Co. Salem, MA 0197(') his inspector reported to the an eve Jon site to L.0 r : r .r a oile inspec - tion. The following was "... serveciS Reported 1,ed t .. Mr. Tom Lynch at 7: 30 a, m. :-1t the ib site. here was a 3 man crew; one marl was working on the compressor and mixing the grout, while the other two man were drl. 11i'no. At 8:00 a.: Ill, they started to grout pile #20. (Note . pile wa ri.'+.'en down 32 1 /21 on ' 4/89) They fininmed grouting #20 at 00 , depth was 32 witn 13 bags of gr"oI_I,'I7 used) . Nam" , tieto drLK pile . ..,. During tnin Wrilling i h engine _ 1 ( L . _ repairTd, and work resumed. ; =y got Jl7rto � 1 /21 , {Ht : b5'0 t-hey,pegari dr a.a l i:rig Vile g' a d' oot" down to-1 Oil when` theyt. 166y"" At. am ..... clean ;.u::; ;_; ninhvV at VV) se; of 3 _. NN" at itriLfOI'G •Zej;K or, 5 61ULWO ? ` U U T S S ` U u T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T 9 S UUU T SSS 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 PILE RE -ORT DRT� C4/05/89 � Scagl758 MrGary J3iden Projert St � James Church, Jo� � 8808 �62 Essex Sr'eet Contractor Tarra Drillin� �alem' |�A 01�70 ��................... This eor reported to tIe abnve jo� s1te tr orm a pi �e _ observation inspection" T�e following werved : 8 ; 00 am - Start groxting 7ile �20 SCxfuOrrASSOCIATES,INC. (�ote� Pile �as driven down ^ �8QD 1Vo�� o, � / � ��+ 1� ;J0 am. - Finis�eJ grootin� `'L[> (�ote � �n�ine die� - was reoaire� aod resx�e� dri � � iny) 3 ; 00 � m - Sot down �o 325' 3 �Z0 pn - Star�ed �rilling pile #2J 4 � 00 7n. - Got ��wn about ��' , hit an obs�ruction 4 :�O pn - Cleane� »p an� finished �or day 9�v�ewe� U U T S S U U T S U U T S S S Df MASSACHUSETTS, INC. U U T S U U T S S 1111 ASSOCIATES,INC. U U LU T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 MAY I Ngg RECEIVED CONCREIE INSPECTION REPORI 11 DATE 04/05/89 Smaqliotti Associates, Inc. ich No. UTS B75B Mr. Gary J. .i. en Project :it. jamwE Church, Job # R808 Pw Tswex Street Contractor Tarr,? Drilling Co. SaIeN, MA 0 19 7u Conn. Co. Pirolli ............... ........--............... CLASS CONCRETE 4000w Grout CUBIC YARDS ASTM C-39 3 cyiindar-3 Pile 20, Pir temp 54, conc temp 30, time 10: 45- 3 Cylinders Pile 12 AIP tQMD 55, conr temp 52, time 12: 00. ' i NO. SIZE AREA CO3T TESTED DAYS P. S, 526, 4X8 12. K, 04/01/ms 04/ 12/89 5262 4x8 12. 5171 0,105/89 05/03/89 n' KWKA Am 12. K., 04/05/89 on/03/89 28 SR35 4x8 12, HE 04/05/89 04/ 12/85 1 4, 7 0 Pith 17, 3054 AWR 12. 56 04/05/09 05/01/89 2 R 924 4YA 05/03/89 1 T wi ,nn" ! Tla U U T S S ` ~- U U T S ' U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S 8C^Gu$nlASSOCIATES,INC. U U U T SSS 5 Richardson Lane, Stoneham, MR 02180 617-4�18-7755 &� �1989 RECEIVED� ~- � ^^v+ AECE|VEO PIL� REPORT DATE 03/JC/89 12 3cagliotti Asspciates, Inc. Job. No. UTS �758 Mr� Gary J. Siden Prc'ject St . James Church, J"h # ��808 Essex Street Contractor Tarra Drilling Co. Salem, MA 01970 ��---- ----------��--- ...............�� This inspectc.r reprrtod to tte above job site to perf(irm a ?ile inspec- _ tion. The fi::-llowir.S was c'1)served � Reported to Mr. Tcm Lyr/ch at jcb site at 7:�0 There was a three crex; Dne man was working or/ the cc'mpressor while two men were drilling. They used a 60 lb. breaker to drive caissons down, and a 60 lb. rotary hanmer (American Pneumatic) to clricut tnsi�e. * Arour/d 9:00 a. m. t��ey stsrted to grout pile �5` an� 11 finis�ed the groutin�] at pi �e was 32` and �hey osed lJ bags cf grout �ext` they �egar' ng caissons down pile 417, and 3: �0 � clean up came next - finished at 4 � 00 pm - 1 set nf 3 cylin�ers �ere maje riA �y�- #l0 re�ars were sunk into the �iles af�er grouting is was done w ` _ throughoutthe "oh.) W&«vfWFfW~n[* d°-^ PO LO�� ~~�U^ i��x�� w��* ��w�~ �� ..-' -� or�~��- � � ��/vw,`r^v` �w�~ �� * T��e 90 lh �reaker ar'� ��s �0 l5rotar� hamx'er were use� t�rc''�g�out the jo� unless otherwise mentione� I�S�'��TOR : JB �ax �ay + � �r trvl L| T S OF M�CCAC��U5ETTS, INC. Revzewed 5y � �ic|�.ael DesherYYl� � \ y U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 . CAISSON ri F_I'U lDATE 03/30/89 ' .:.,c. =a f;!,. ,.o. •.: l Associates, Inc. job, No. UI'., E.75B Mr. Gard J. Sider-, Project St. James Church, Job 0 8808 W2 Essex Street Contractor Tarre Drilling Co. Salem, MA ;7 ..--------.._._.._...._...._._..__....._..._-----------------._..______-.------ _...__......_.._..__...._._.._. ' Elis inspector reported tp 41''__ above job site to perform a caisson I ..... lns( ewClD'ri, ihE. following was observed: i SCAGIIOTTI ASSOCIATES.INC. - 7:i:00 a. m. started APR 1 0 1989 .... Started grouting pile 15 RECEIVED .._ Finished grouting at 11 :00 p. m. .... i. ct- t _t7 , , �+ ..�. ,... -: �.. "'1. :. 1. 1.t1 f caisson._Sryr, , pile 17 ct r1Ca ;.°i OrKilinu t by , 11whze . i I V * ' U U T S S ^^ U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T SSS 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 03/30/89 1 Scagliotti Associates, Inc. Job No. UTS 8758 Mr. Gary J. Sider, Project St . James Church, Job # 8808 262 Essex Street Contractor Terra Drilling Co. Salem, MA 01970 Ccnc, Co. Pirillo CLASJ CONCRETE Grout CUBIC YARDS drilling ASTM C-39 ' TFST SAMPLES LOCATION ` _ 3 cylinders Pile # 15. Air temp 54, mortar temp 44, time 10: 15^ SCAGikOTn*Sn9CIArcSINC. APQi 0 ��- '°°� RECE|VE[} ---- ------_________-------- _--- _......... _______________ LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. T . S041 6x12 28. 27 03/30/89 04/06/89 7 2, 90O S042 6x12 28. 27 03/30/89 04/27/89 29 8043 6x12 28` 27 03/30/89 04/27/89 2� _ ��- -- ---- ��`�� `�� REMARKS : U � S OF �ASSACi|USETTS, I C IMSPECTIQ Reviewed /� � / o^ |« Of mc.. SCAR IOTTI ASSOCIATES,INC. 5 Richarono" Lam, 5yoneham, NO OEM b 10 438-7755 MAR 2 8 Nag RECEIVED j t� �A , Qxvo nwrop , lot p Amo �snp� nuoun . 101—� VITAInq c-, PK Tw A wk— OK70ov" Wor ln- PqO�v -, 740 oVicKop wal CKSOVY00 VIA% uhack"d -Pub 7n , 10, m, Ora b - WaW suoy low cawy� w4pa P&S', . nonvul 00y 1 &wr� ov ; llinn n W: pw A07qlvvj 1 Wk UV 1"n Al A:,' "04 ijl �kW Fop .1 U TTTTTTTTTT 3 S S ` U U T S 5 ^ ` U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S Scx0oC' ^"suo|ATcS.oY0 U U U T SSS � 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 � ^ H8�` � � ��RQ � ~ - �n', RECEIVED PlLE OBSERYATlGN REP00- DATE 03/! 3/89 � Scagliotti �sscc�etes, Inc. Joh, No. UTS 8751B Mr. Sory JQiden Project St , james Church. Jcb 5 3G0L 262 Essex Street Contractor Tarra Drilling lo., Salem, MA W970 �......... ......... ............ ------ `��... ...... ��--�� This inspector reported to toe abcve job site to oerfcrm a p: le _ observation inspection. The following was observeu : Start : 7: 30 a. m. There arc going to be 26 piles in all Started coring pile 17 ( 12' deep) 9010: finished pile 17 Starmd coring pile &2 30opped work @ 10: 00 "or funeral arocession, resunen work @ 11 �0O 1 :30: got down to 41 , and hammer broke New hammer wouldn' t arrive until late 2:304 done for day ` ' |VD��E : All piles are cored ont firsq then they are preuted cnze _ all the cores are finished. lNSPECTCR: JD Max day + 1 "r trvl U T S 3F VA7SACHQS��T �NC. Reviewed | 8y: Michael DesnleYy \/ r � » -1 U TTTTTTTTTT S S S ` ^^ U U T S S ^ , U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S St^wx/- �oo|mES,|N[, UUU T SSS 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 &� y � �� ` ^� ~ w ^�w+ RECEIVED PILE OBSERVPTION REPORT DATE 03/ 14/89 � | Scagliotti Asscciates, Inc. Job. No, 03 875i". � � Mr. Gary I. Sider, Project St � James Church, JcU # 860� � 262 Essex Street Contractor Tarra Drilling Co Salem, MA 01970 --__ / This inspector reportet to the above job site to Uerform a pile - observation inspection. The following was observW : 700: start finished coring Pile 12 W ) 9 : 301 start coring pile ri 11 : 302 finished pile 8 (51 ) Starteo coring pile 6 3:%n Yinished zcring pile 6 (51 ) _ WSPECTOR ; JB 9 hrs. + 1 hr trvl C T S OF MA3SACMUSETTS, I05. Reviewed 8y: Michael Deshl&� V } ' u ifTTTTTTTT S S S ^ U U T S S ^ U U ` ^ T S ^ ' U U T S S S Of MASSACHUSETTSINC.U U T ' S U U T S S UUU T SSS ��z' r /"»0C/ATESKvC. 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 hit 5 �M89 PILE - ~ wv� PlLE OBSERVATIM& REPORT DATE 03/ RECEIVED � Scagliotti Associates, Inc. Job" ^ �o UT� 8787,.�rCary J 2i�en 2E2 Essex �treet �roject 3t . Janes Churrn, job ¥ en : -01g70 Contrachor Salen, KA Tarra Dril � �ng Co ��...��-�� _ This inspector reoorted to the above job site to perform a Pile observation ihsPectio:. The following way observeW 7 :30 : started Started coring wile 10 12 :00: finished Pile 10 (5' > Started coring pile 1.�;, 4 : 001 finished for day, continue oile 14 t�morro* ` _ � WD[CTOR : JB 9 hrs, + UF NASSACHU3ZS, INC. Reviawe� By , Michael Deshl ' L? TTTTTTTTTT S S q U ; T S S . ` U U T S T U U T S S S Of MASSACHUSETTSS , INC, U U T S S U U U T SSS 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 Son' ~''v'" ' ^k 2 3 193 PILE OBSERVATION REPORT DATE 03/16RECEIVED 4 ScaWiotti Associates, Inc, Job' No UTS �7� �rDary J. Siden � 8 Project 262 Essex Street St - James Church, Job Salem, MA 01970 Contractor Tarra grilling Cc __ �� _ _ This inspector reported to the above job site to perform a pile observation inspection, The following was observea : 7 :30: start Continued pile 14 10 :30g delay, piece dropped in hole f1 : 30N contineed 1100 Core down 3 1/2' , and 7iece of steel shears off drill bit Delay, couldn' t get piece �ot ; cleaned op around corings and fin- ished ep forday. Will start on pile 14 tomorrow. ` -- i [|� ` / INSPECTO9� JB 9 hrs. + zhr, UF , �^!C. Rev1ewed By Michael Deshle'//JY�' U TTTTTT- TTT S S S , S �. LU j J T e U U T S O T f i*1GSSNC'rIUSE:TTS, INC. U U T S S S S U U T J S SCNGUC 'ASOGIATES,INC. U U U U U T S S S 5 Richardson Lame, Stoneham, MR 02180 617-438-7755 MAR 2 3 1989 RECEIVED P '.L..FE i 41.. -::IjVi{T ICty REPO_;.. DATE t. svaglirttl _tas, o. ii 8758 J , Sideri Pcomr5ator stroM Salem, MA 01970 This inspector rrr pr,.a + to the allove job site _. - - �.. _. �� following 1.r";2 i.Yil::l :J.3:i. '._�Li„E'Y`E."2[i observation�n in:,;E:,_�c4. ].�.,t;. The ._ 7 :30 : start Continued working on `-]i i.e I a. still co"Idn' _ get bit out MaX nay 4 Or 2 OF A, I _ .0 t