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38 SWAMPSCOTT ROAD - BUILDING INSPECTION (3) 38 SWAMPSCOTT ROAD 3 Titg Of #31Pm, massar4usetts 'a Public Propertg i9epartment r Nuilaing Bepartment (Out ftem (Srren 508-745-9595 EM. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer December 5 , 1997 Bear , Stearns Funding, Inc . Its Successors and/or Assign c/o Michael J . Radin, Esq. Stook & Stook & Lavan 100 Federal Street 33rd floor . Boston, Mass . 02110 RE: 38 Swampscott Road Gentlemen : This is to advise you that the property located at 38 Swampscott Road is located in a Business Park Development District and all of the ongoing businesses at this time are legal uses permitted by the City of Salem Zoning bylaws which are as follows ; 1 . General storage , warehousing and wholesale distribution uses . 2 . General office buildings including- businesses and professional offices and ancillary activities ( i . e . cafeteria facilities ) . 3 . A variance was obtained on March 27 , 1985 for the use of a residence for security personnel . 4 . No notice of violations of the Zoning Ordinance/Bylaw, building codes , health regulations or other regulations has been issued by this office or is on file herewith. All required Certificates of Occupancy for the premises have been issued an no violations of Zoning laws and or building codes are in existent . If this office can be of any further assistance in this matter , please do not hesitate to call . Sincerely, . Leo E . Tremblay Zoning Enforcement Officer LET: scm J D OLBEN December 3, 1997 Mr. Leo E. Tremblay Public Property Department City of Salem One Salem Green, 2o1 Flr Salem, MA 01970 Re: North Shore Self-Storage 38 Swampscott Road Salem, MA Dear Mr. Tremblay: NSSS Limited Partnership, owner of 38 Swampscott Road, Salem, Massachusetts, is in the process of refinancing with Bear Stearns Funding, Inc. One of the closing Exhibits is a letter from the Building/Zoning Department (Exhibit D attached) to be executed by the Building Commissioner. We enclose a copy of a similar letter that you provided to us for our financing in May 1995, for your review. In your correspondence to Bear Stearns, we would appreciate a copy of the Certificate of Occupancy being provided. This closing is scheduled for the week before Christmas; we appreciate your prompt attention to providing the documentation necessary. he-letter to Bear Stearns Funding, Inc., should be addressed to f' Bear Stearns Funding, Inc. Its successors and/or assigns c/o Michael J. Radin, Esq. @ Stroock & Stroock & Lavan LLP 100 Federal Street, 33`d Flr Boston, MA 02110 With a copy to our attention. ---"— If you have any questions, please give me a call. Very truly yours, THE DOLBEN COMPANY, INC. Managing Agent For NSSS Limited Partnership av Dana G. Pope, CPM Senior Vice President The Dolben Company.,Inc. One Beacon Street Telephone Fax Boston,Massachusetts 02108 617 371-9500 617 371-9555 i Litu of 5ttlPTli, tt55FS�1lI5Pf5 Publir Vropertu Bepariment qeG +'Builbing Bepariment (Ani rslem Green 509-743.9593 Fxl. 390 Leo E. Tremblay H, Director of Public Property Inspector of Building dt Zoning Enforcement Officer April 13 , 1995 First American Title ins . Co. °E: 33 Swampscott Rd. Salem, EA. To Nhom This May Concern: .y In my capacity as Building Commissioner for the City of Salem, '^ Massachusetts , I have reviewed the property records on file with the Building i Department, the most recent zoning map on file with the City Engineer' s Office and the current Zoning Ordinance/By-Law on file with the City Clerk' s Office to determine whether the Project is in compliance with the Building Codes and Zoning Ordinance/By-Laws of the City of Salem. a; { 1 . The Project is located in a 3PD-I Zoning District which lawfully permits the current use of the Project as Self Storage, News Paper Distribution, 3' F and Health Club ( "the Current Use" ) . The Project has been constructed and used in accordance with a valid r Building Permit issued July 12, 1985 by this office and attached hereto. No additional building permit(s ) for alteration, addition, renovation', removal, reconstruction repair, extension or structural change has been issued. 3 . The Project's Current Use, including required parking, is authorized and permitted by the Building Permit (and there has been no change of use or ";:bG t.^..^.tial e:<tEilS ivu pi f such Usc since Lite issuance OI the Building ' Permit ) , a Certificate of Occupancy dated February 2 , 1988, and the Zoning i. Ordinance/By-Law (by a variance, conditional use permit or special permit) . Vo notice of violation of the Zoning Ordinance/By-Law, Building Codes , Health Regulations or other local regulations has been issued by this office or is on file here Nth. The undersigned acknowledges that First =merican will rely on this certification to render zoning coverage for this Project. r. (, Signed as a sealed instrument this 13th day of April 1995. Leo E. Tremblay ?ni iii; no i,nr:..^;ss'oI / l . EXHIBIT D [LETTERHEAD OF BUILDING/ZONING DEPARTMENT] 1997 Bear, Steams Funding, Inc., its successor and/or assigns Re: (Property Addressl (the "Premises") Gentlemen: This is to advise you that the zoning and use of the above-captioned Premises is governed by the laws and regulations of the [DESCRIBE POLITICAL SUBDIVISION, and the Premises have been zoned for [DESCRIBE PERMITTED USE] under [DESCRIBE APPLICABLE ZONING RESOLUTION]. The aforesaid zoning permits the use of the Premises for [retail] [office] [industrial, [public storage] and warehouse] use and other uses incidental thereto - OR - the use of the Premises is a permitted legal non- conforming use [DESCRIBE RE-BUILDING REQUIREMENTS IN THE EVENT OF CASUALTY OR LIMITATIONS ON OPERATION]. As of the date hereof, the Premises and the improvements thereon are not in violation of the aforesaid building and zoning laws, rules and regulations. [All required Certificates of Occupancy for the Premises have been issued] OR [Certificates of Occupancy have not been issued for the Premises as none are required]. Very truly yours, 554938 l`��, ,�, .� � � - I`�'-�-rte r I Review ald on Zoning Ordinance was advertised 1 29 and May 6, 1985 I, 1985 first passage May 23, 1985 he Salem Evening News on May 29, 1985 second arra final passage on June 13, 1985 the Salem Evening News on June 21, 1985 1985 lark Development District 1d on Zoning Ordinance was advertised .1 29 and May 6, 1985 1985 first passage May 23, 1985 he Salon Evening News on May 29, 1985 second and final passage on June 13, 1985 the Salem Evening News on June 21, 1985 1985 BUILDING DEBT TINTI, QUINN & SAVOY 222 ESSEX STREET OCT 8 LJ 26 AP9 °$9 SALEM, MASSACHUSETTS 01970 J V P,ECEWED WILLIAM J. ilNit (508)745-8065,744-2948.741-4241 SCOTT CI GROVER LEFT,MASS. WILLIAM F. QUINN FAX(508)745-3308 MARK W. BARRETT RICHARD E. SAVOY MARC P. FREY PETER R. MERRY RICHARD W. STAFFORD JEFFREY A. SCHREIBER OF COUNSEL October 23, 1989 Mr. William Munroe Building Inspector Salem City Hall Salem, Massachusetts 019'70 Re: 38 Swampscott Road., Salem, Massachusetts Dear Bill : Pursuant to our recent discussions, this letter shall confirm the agreement of: the owners of the above-referenced property to allow access to at least 17 parking spaces during the hours of operation of a proposed pizza facility on the Premises. Those spaces are currently shown in an area behind gates on the Site Plan submitted to the Planning Department in connection with a Special Permit issued by the City for the development of the proeprty. It is my understanding that based on these representations, you will. issue a building permit upon submission of the building plans for the pizza facility. I have attached a copy of a letter from Craddock Development Company on 'behalf of the property owners indicating its agreement to the foregoing conditions. Very tWM. GrZoeir o t CC : Douglas Wasson Attachment SMG/lab MUNR023/TXTLAWRI Craddock Development Company, Inc. September 28, 1989 Mr. Scott Grover Tinti, Quinn, arca Savoy 222 Essex Street Salem. MA 01970 Dear Scott.- We cott:We agree to leave the gate open at 38 SwanQscott to facilitate the parking required by the city, This will start upon the opening of the pizza operation. Obrdially, CRADDOCK DEVEWPMERP COMPANY G. Douq�asson, CPmO Executive Vice President 1065 Garden of the Gods Road,Suite 200,(P.O. Sox 39000 80949.9000), Colorado Springs, Colorado 80907 (719)5284800 Fax:(719)590.7720 c1C1!1�Dlei€; Ce f't DEC td T5 ,„� 'R7 P CF i'JF 0 CITY CP q,�Sv. Craddock Development Company 228 North Cascade Avenue, Suite 300, Colorado Springs, Colorado 80903 (303)471-2161 December 3, 1987 Mr. William Munroe Salem Building Dept. One Salem Green Salem, MA 01970 RE: Salem Small Tenant Business Park 38 Swampscott Road Salem, MA Dear Mr. Munroe, This letter is in response to your request for the construction control reports for the above project. From the start of construction, we have employed the services of Thompson & Lichtner Company, Inc. to perform the engineering inspections required for proper construction control to include soils testing, compaction testing of all excavations, compression concrete testing for all foundations, testing of grout, and steel inspec- tions per the specifications and approved drawings. The engineer/architect of record , Mr. Ron Wharton, has reviewed these reports during the construction period and has advised necessary actions when required, if any. He offices in California which created the need to employ a local engineer for construction control. It is my understanding that he will forward the required reports to you by next week when he is in Salem on inspection for the project. We appreciate your patience in this matter and will forward future reports in a timely fashion. If you have any questions, please do not hesitate to call me at (303) 721-9633. Sincerely, CRADDOCK DEVELOPMENT COMPANY Patrick W. Nook Project Manager JAMES H. BALLOU, A.I.A. / LETTER ARCHITECT EFERENCE TO: P. 0. BOX 807 J (�% SALEM, MA 01970 FIRST CLASS MAIL F INTER-OFFICE 1101 TO USE THIS oar �IIIER FOR �rrr Q/��Viii �(�[/ QUi LETTER TO SAVE TIME. Type write your reply in the space how. Then mai! /lJ the white copy to us and keep the pink copy for your files. You'll save time and effort, and we'll have your answer much !aster! Thank you. vouo DATE /:Z ` /__ DATE 76 2r�s V��c/^Co SI NED ` SIGNED DAYTIMERS RE ORDER No. 2352—Primed In USA Cftp of *a[em, Aa aacbugetts' yr ..51 1P ra Public PropertpMepartment �3uilbing Department (One balem Oreen 745-9595 ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer January 23, 1989 Mr. James H. Ballou 14 Cambridge Street Salem, MA. 01970 RE: Gold's Gym 38 Swampscott Rd. , Salem, MA. Dear Jim, Thank you for your letter of final inspection regarding the above referenced property. This office would prefer that the following paragraph was incorperated into your letter. "To the best of my knowlede, this project conforms with the Mass. State Building Code and record drawings on file at the Salem Building Department". Please do not hesitate to call me if you have any questions. Sincerely, i Stephen W. Santry Assistant Building Inspector SWS/eaf OP-2001-0070 Building Permit No.: 338-2000 Commonwealth of Massachusetts City of Salem BUILDING,ELECTRICAL&MECHANICAL PERMITS DEPARTMENT This is to Certify that the BUSINESS located at Dwelling Type ' 0038 SWAMPSCOTT ROAD 52 in the CITY OF SALEM Xcdress Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY GOLD'S GYM PHASE A ONLY This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date Issued On:Thu Apr 19,2001 -- -- ---- - - -- — - GeoTMS®2001 Des Lauriers Municipal Solutions,Inc. --------------- ----------------- -- - - - - --- -------------------- w V 0038 SWAMPSCOTT ROAD 52 338-2000 Gis.#:, 964 - COMMONWEALTH OF MASSACHUSETTS lock: CITY OF SALEM Lot . 0066 ermrt. - - - Building BUILDING Category: 437 Nopresidelmialmd $`J ILDING PERMIT emritit - - 338-2000' inject>#, JS-2001-0602 Est.Cost $180,000.00 Fee: $UG5,00 ` PERMISSION IS HEREBY GRANTED TO: Const:Class: "y= Contractor. License: Use Group: ' cl Roponi Drywall&Plastering Inc General Contractor-Salem#2068 Lot Size(sq.fr.): 444312' Owner: NSSS LIMITED PARTNERSHIP 'mng BP ., Applicant: Roponi Drywall&Plastering Inc Units'Gained: , Units Lost: AT: 0038 SWAMPSCOTT ROAD 52 ISSUED ON. 15-Nov-2000 EXPIRES ON. 15-May-2061 ORK:ITO PERFORM THE FOLLOWING WORK.- Interior nterior renovations per plans submitted.Gold's Gym. F.R.D. �fY/WV WSF P ST TH CA SUI S�VIS E FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings n rground*'/, is ,,,;. i" Service: Meter: Footings: ,, ohi- �� i -,—,:' Rough: ( -��GG Foundation: hi- inal--V/��I� �� Final: L,//1�1elXOI ough Fr 1 '�'p�,Y yy / Fireplace/Chimney: Gas C94 Fire Department Board of Health r-100W Insulation: Rough: Oil: `/ Final: QiC Final&C Smok : 0 Treasu y: � L THIS PERMIT MAYBE REV Y A16CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: BUILDING REC-2001-000734 25-Oct-00 7901 $1,805.00 GeoTMS®1998 Des Lauriers&Associates,Inc. GENERAL ACKNOWLEDGMENT No.201 State of California On this the 22 day of May 1987,before me, San Bernardino SS. County of Oleta Smith , the undersigned Notary Public, personally appeared Ronald T. Wharton XX personally known to me OFMAL SEAT. El proved to me on the basis of satisfactory evidence pLETA 6MITH to be the person(s)whose name(s) is subscribed to the Nau � within instrument,and acknowledd—ed—thitt he executed it. WITNESS my hand and offirths e my Owns 8R msy go,IM Oleta Notary's Signature ]110 122 NATIONAL NOTARY ASSOCIATION•23012 Ventura Blvd.•P.O.Box 4625•Woodland Hills,CA 91364 CONSTRUCTION CONTROL PROJECT NUMBER: t(" g-(pZ PROJECT TITLE: jGdpF� PROJECT LOCATION: 'jA L 1y/` M A-00. NAME OF BUILDING:rj0ILi016yi 1,ky NATURE OF PROJECT: M 11.11 /cq M1J1.T1 TU'-P,4d 1T IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, �Ron.1�L0 Lji AfL'— Registration No. MA,j`j, TisrMP. PER. I92)5.-15 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICA- TIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL ,4 STRUCTURAL K FIRE PROTECTION ELECTRICAL MECHANICAL OTHER (specify) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACC$PTABLE ENGINEERING PRACTICES, AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 127.2.2: 1 . Review of shop drawings, sanples and other submittals of the contractor as required by the constructim contract documents as submitted for building permit, and approval for conformance i1 to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction ccanponents requiring controlled materials or construction specified in the accepted engineering practice standards listed injAppendix B. PURSUANT TO SECTION 127.2.3, I SH�AA�LLyL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE CS E BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO'THE SATISCTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. ! /fG%�/�4 SIGNATURES SUBSCRIBED AND ORN TO BEFORE THIS DAY OF May 19 87 Oleta Shit <11EZZ #713420 M� 74PV PTIPTTr MV rnMMTQQTnm PYPTPP.0 M 26, 1990 Y ' Ali, • Ru. C7 Ll EAY2 nCF J O �. business Certificate Citp of 6aiem, Alag5acbm5ettg a DATE FILED • /. Type: ®—IdSw Expiration Date O Renewal, no change Number 0 Renewal with change In conformity with the provisions of Chapter one hundred and ten, Section five of the Massachusetts General Laws, ,a/sla/mended/,/the undersigned hereby declare(s) that a business is conducted under the title of. /YY7 at 9 7,2 type of business by the following named person(s): (Include corporate name and title if corporate officer) / Full Name y Residence h5lzfQiohii»aJ �.t nvi�el 1J 09 .�L. ,CZ��✓ia h.�/ U Signat eS s•`Pt�E.....EF'•. UaTARX-on 19.the above named person(s) personally a11ed a^ tdc an oath that the for oing statement is true. - " '; '•, ;•p ---- - ------------------ -------------- -- ----- ------------------ CITY CLERK -- - f.��,.•ti yn� DIANE M.SWE ublic 11) MYCOMMUISIMOCCA24M, 'Auaat 91, ate Co rnN Nin n*a ZftR Identification Presented State Tax I.D. # S.S. # X (if available) In accordance with the provision of Chapter 337 of the Acts of 1985 and Chapter 110, Section 5, of Mass. General Laws, business certificates shall be in effect for four(4) years from the date of issue and shall be renewed each four years thereafter. A statement under oath must be filed with the town clerk upon discontinuing, retiring, or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall be furnished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars ($300.00) for each month during which such violation continues. BOWDOIN CONSTRUCTION CORPORATION corporation 220 reservoir street, needham heights, me. 02194 [617] 444-6302 June 5, 1987 Mr. William Monroe Salem Building Department One Salem Green Salem, MA 01970 Re: Salem Small Business Park Swampscott Road Salem, MA Dear Mr. Monroe: Enclosed please the Affidavit signed by the Architect for the above-named project that you requested. t Should you have any questions, please feel free to contact Thomas J. Grant, Project Manager for the project. Sincerely, / Brian T. Collins Project Manager BTC gd cc: L. Yanowitz G. Chabot T. Grant c _ LA p e MANUFACTURERS OF: RIB-ROOF — Standing Seam Roofing RIB-WALL — Low Profile Wall Siding RIB-STEEL — Pre-Engineered Metal Buildings SEMPURA — Longrun Steel Poofing Tiles iL RIB-ROOF INDUSTRIES, INC. 5775 LOCUST AVE., RIALTO, CA 92376 • PHONE (714) 875.8529 December 14 , 1987 Mr. William Monroe Salem Building Department One Salem Green Salem, MA 01970 Reference: Salem Small Tenant Business Park 38 Swampscott Road Salem, MA Dear Mr. Monroe: This letter is in response to your request for the construction control reports for the above referenced project. Due to my being employed in California it was difficult to provide personal inspections on a weekly basis. The services of Thompson & Lichtner Company were retained to perform engineering inspections in my absence. These included soil testing, compac- tion testing of excavations, concrete compression testing for foundations, grout testing for masonry and steel reinforcing testing. These reports were sent to me for review and comment almost daily. I have included copies herewith for your records. I have personally conducted a visual inspection of Buildings 1 and 2 today and found them to progressing well. I have observed no deviations from the approved plans , calculations and specifications that would compromise its safety for occupancy or its conformance to local, state and federal statutes and regula- tions. The construction of Buildings 3 and 4 is progressing towards an anticipated January completion. The only deviation from original plans is a portion of Building 4 foundation. The soil there was found to be inadequate by Thompson and Lichtner. A revised foun- dation design was done to adequately support the building loads. Page 2 - (continued) December 14, 1987 Mr. William Monroe Salem Building Department Reference: Salem Small Tenant Business Park 38 Swampscott Road Salem, MA I expect then, to conduct a final inspection for Buildings 3 and 4 in January and to submit my report to your office shortly thereafter. Please contact me if you have any questions regarding this project at 1- (800) 821-5792 . ��p,-(H OF 44 Sincerely, r 90 o RON r. S WHARTON '^ No. 33250 GISTE Ron T. Wharton P.E. W NAL eth Mass. Civil Engineer No. 33250 THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1 2 Consulting Engineers Engineering and Testing Laboratories REPORT NO. l 111 first Street Cambridge,Massachusetts 02141 (617)492-2111 SHEET NO. REPORT OF FIELD INSPECTION OF CONCRETE CONSTRUCTION / /' / 19 FOR 2�6L-�JO)n Co1767RULr/vyJ , 17eeA,4nI , Ill/ PROJECT S19ZESM/aGL SUS/ iJeSS 16/94ovv)Iiv1/�. L LOCATION SUBGRADE Type — Compacted soil ❑ Concrete ❑ Metal Deck ❑ Other ❑ Condition — Clean ❑ Wet ❑ Dry ❑ Other (See Below) ❑ REINFORCEMENT Type — Rebars ❑ Wire Mesh ❑ Properly placed ❑ AND DOWELS Properly Tied ❑ By Others ❑ Condition — Clean ❑ Free of Rust ❑ Free of Loose Scale ❑ Other(See Below) ❑ FORMS Type — Plywood ❑ Boards ❑ Steel ❑ Other ❑ Condition — Clean ❑ Oiled ❑ Wetted Before Placement ❑ Other(See Below) ❑ CONCRETE No. of C.Y. Strength at 28 days Size & Type Aggregate PLACEMENT Gravel ❑ Stone ❑ Slump Range Compaction-Vibrator ❑ Shovel ❑ Other ❑ Placed by — Chute ❑ Pump ❑ Wheelbarrow ❑ Bucket ❑ Other ❑ FINISH Hand Trowel ❑ Machine Trowel ❑ Steel ❑ Wood ❑ Other(See Below) ❑ CURING None ❑ Covered ❑ Burlap ❑ Canvas ❑ Polyethylene ❑ Forms Stay On ❑ Curing Agent ❑ Other ❑ SAMPLES Set No. 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 ❑ Cyls./Set REMARKS COPICNP.4'r— IS eog�7crLlc� �r f� �s any WEATHER: TEMPERATURE INSPECTION IV V ) AM NOON PM START FINISH TIME 'V !N 7 - C& 7 riU / .07 THE THOMPSONBUCHTNER COMPANY.INC. NOV 17 1 THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. � Consulting Engineers Engineering and resting Laboratories REPORT NO. Ae 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 SHEET NO. ) ^19 1 REPORT OF FIELD INSPECTION OF CONCRETE CONSTRUCTION AUG UST 4, 1997 FOR 136-(0D0fN CID MSri2Uc7/OA/ C40RR, A14F,5-0 N�W-0- PROJECT SALEM SMALL GU SIMESS� S�OL6/YJ SYJ�G L LOCATION T-6n71rtI(see SUBGRADE Type — Compacted soi) Fy Concrete ❑ Metal Deck ❑ Other ❑ Condition — Clean (9 Wet ❑ Dry ❑ Other(See Below) ❑ REINFORCEMENT Type — Rebars V Wire Mesh ❑ Properly placed ❑ AND DOWELS Properly Tied ❑ By Others ❑ Condition — Clean ❑ Free of Rust ❑ Free of Loose Scale ❑ Other(See Below) ❑ FORMS Type — Plywood QBoards ❑ Steel ❑ Other ❑ Condition — Clean O Oiled ❑ Wetted Before Placement ❑ Other(See Below) ❑ CONCRETE No. of C.Y. Strength at 28 days 3 0 t2j Size& Type Aggregate_ PLACEMENT Gravel ❑ Stone Er Slump Range—Y---S—Compaction-Vibrator UP Shovel ❑ Other ❑ Placed by - Chute V Pump ❑ Wheelbarrow ❑ Bucket ❑ Other ❑ FINISH Hand Trowel Vr Machine Trowel ❑ Steel ❑ Wood ❑ Other(See Below) ❑ CURING None ❑ Covered ❑ Burlap ❑ Canvas ❑ Polyethylene ❑ Forms Stay On ❑ Curing Agent ❑ Other (r SAMPLES Set No. 1 8r 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 ❑ Cyls./Set 1/ REMARKS WEATHER: TEMPERATURE INSPECTION AM NOON PM - START FINISH TIME 76 7g 9 3o 10,36 1418 J THE THOMPSON&LICHTNER COMPANY.INC. , �I1Aycj Pine!' / THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. Consulting Engineers Engineering and Testing Laboratories REPORTNO. 111 irstStreet Cambridge,Massachusetts 02141 (617)492-2111 SHEETNO. I t�e 1 i i REPORT OF FIELD INSPECTION OF CONCRETE CONSTRUCTION 3U L 7 19 87 FOR �owao��l Co�ts�/wcfic or( Gozpoao'1w �t/EEO,�ls�itV,/r1A PROJECT S!}L6H 5l-IALI �Iytn/ESS f.pLE/L1,/YJ.Q LOCATION ;6goH 7,r,7 ro �Z /rJc7//n/G C�onl�nlUED i SUBGRADE Type — Compacted soil L7'�Concrete ❑ Metal Deck ❑ Other ❑ Condition — Clean El'� Wet ❑ Dry E?r Other(See Below) ❑ REINFORCEMENT Type — Rebars 07 _Wire Mesh ❑ Properly placed ❑ AND DOWELS, Properly Tied g By Others ❑ Condition — Clean IT Free of Rust Ld Free of Loose Scale ❑ Other(See Below) ❑ FORMS Type — Plywood e Boards ❑ Steel ❑ Other ❑ Condition — Clean C?'�Oiled ❑ Wetted Before Placement ❑ Other(Seee'' Below) ❑ CONCRETE No. of C.Y. g- :5 Strength at 28 days 3 duo Size&Type Aggregate33MY PLACEMENT Gravel ❑ Stone ❑ Slump Range Z " Compaction-Vibrator Er�Shovel C3'�Other ❑ Placed by — Chute ePump ❑ Wheelbarrow ❑ Bucket ❑ Other ❑ FINISH Hand Trowel 2-�Machine Trowel O' Steel ❑ Wood ❑ Other(See Below) ❑ CURING None ❑ Covered ❑ Burlap ❑ Canvas ❑ Polyethylene ❑ Forms Stay On 2 Curing Agent ❑ Other ❑ SAMPLES Set No. 1 Er' 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 ❑ Cyls./Set i A -N) REMARKS WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME 90' THE THOMPS N 8 LICHTNER O PANY,INC. hj THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. Zy.?�- Consulting Engineers Engineering and Testing Laboratories REPORT NO. do 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 SHEET NO. REPORT OF FIELD INSPECTION OF CONCRETE:CONSTRUCTIONy L`� z 19 'R 7 FOR /�OLCIpO//? �OJ?rJI7UCT/Q YJ L�GY�i /1/PGC�/7GfJy��1�� J� PROJECT ca-/e 73! 717 A-�� ✓.1U��/�G-'..S% JAL/e 7�,,/�/� d LOCATION SUBGRADE Type — Compacted soil ❑ Concrete ❑ Metal Deck ❑ Other ❑ Condition — Clean ❑ Wet ❑ Dry ❑ Other (See Below) ❑ REINFORCEMENT Type — Rebars ❑ Wire Mesh ❑ Properly placed ❑ AND DOWELS Properly Tied ❑ By Others ❑ Condition — Clean ❑ Free of Rust ❑ Free of Loose Scale ❑ Other(See Below) ❑ FORMS Type — Plywood ❑ Boards ❑ Steel ❑ Other ❑ Condition — Clean ❑ Oiled ❑ Wetted Before Placement ❑ Other (See Below) ❑ CONCRETE No. of C.Y. Strength at 28 days Size &Type Aggregate PLACEMENT Gravel ❑ Stone ❑ Slump Range Compaction-Vibrator ❑ Shovel ❑ Other ❑ Placed by — Chute ❑ Pump ❑ Wheelbarrow ❑ Bucket ❑ Other ❑ FINISH Hand Trowel ❑ Machine Trowel ❑ Steel ❑ Wood ❑ Other(See Below) ❑ CURING None ❑ Covered ❑ Burlap ❑ Canvas ❑ Polyethylene ❑ Forms Stay On ❑ Curing Agent ❑ Other ❑ SAMPLES Set No. 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 ❑ Cyls./Set REMARKS ''ON MCC 1'S ('k HI\ f-t,�,� �f,c4J C.,#,< C/JE 4 ,<. a/%ka GJC'f= GUI L- . WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH T�E Z A UG THE THOMPLON&LICHTNER O PANY.INC. li-- cy. I THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. / ,/¢ Consulting Engineers Engineering and Testing Laboratories REPORT NO. 1—,4 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 SHEET NO. _�— REPORT OF FIELD INSPECTION OF CONCRETE CONSTRUCTION 7 U N C- 15, 190 FOR / 3owc✓0,n C PROJECT �Sa �e yry Srrr a//!3c s rn e ss Sca:/e r,t yri R- Q LOCATION T-C�-7 ( t4 G S SUBGRADE Type — Compacted soil f/ Concrete ❑ Metal Deck ❑ Other ❑ Condition — Clean I?f Wet ❑ Dry ❑ Other(See Below) ❑ REINFORCEMENT Type — Rebars L3' Wire Mesh ❑ Properly placed ❑ AND DOWELS Properly Tied ❑ By Others ❑ Condition — Clean 9 Free of Rust ❑ Free of Loose Scale ❑ Other (See Below) ❑ FORMS Type — Plywood Q Boards ❑ Steel ❑ Other ❑ Condition . Clean ❑ Oiled d Wetted Before Placement ❑ Other (See Below) ❑ CONCRETE No. of C.Y, 10 Strength at 28 days_32_7- b Size&Type Aggregate_ PLACEMENT Gravel ❑ Stone ❑ r Slump Range s G Compaction-Vibrator LkT Shovel CRI Other ❑ Placed by — Chute OK Pump ❑ Wheelbarrow ❑ Bucket ❑ Other ❑ FINISH Hand Trowel V Machine Trowel ❑ Steel ❑ Wood ❑ Other(See Below) ❑ CURING None ❑ Covered ❑ Burlap ❑ Canvas ❑ Polyethylene ❑ Forms Stay-On ❑ Curing Agent ❑ Other Qi SAMPLES Set No. 1 CIY 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 ❑ Cyls./Set REMARKS WEATHER: TEMPERATURE INSPECTION AM - NOON PM START FINISH TIME 30 6.Un 4b Nfd THE THOMPSON&UCHTNER COMPANY,INC. (�6" ej f7lj4o THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. —: Consulting Engineers Engineering and Testing Laboratories REPORT NO. 111First Street Cambridge,Massachusetts 02141 (617)492-2111 SHEETNO. I i C REPORT OF FIELD INSPECTION OF CONCRETE CONSTRUCTION 1 U N 6 a 4, 19'67 FOR 490eWde0 /rV If77s77 e-'C_ 0P L'oy� . 'e'a�/fQnl, PROJECT ANA A LINE LOCATION r0VFID�IT1trN Uj) LL t L1Mt— A To Cr 7o Zf SUBGRADE Type — Compacted soil ❑ Concrete ❑ Metal Deck ❑ Other LY SO 1 L Condition — Clean ❑ Wet 10 Dry ❑ Other(See Below) ❑ REINFORCEMENT Type — Rebars L;' Wire Mesh ❑ Properly placed ❑ AND DOWELS Properly Tied ❑ By Others ❑ Condition — Clean SK Free of Rust ❑ Free of Loose Scale ❑ Other(See Below) ❑ t FORMS Type — Plywood 1Y Boards ❑ Steel ❑ Other ❑ Condition — Clean ❑ Oiled V Wetted Before Placement ❑ Other(See Below) ❑ CONCRETE No. of C.Y. - Strength at 28 days 3010 Size& Type Aggregate VL PLACEMENT Gravel W Stone ❑ Slump Range 3 4 Compaction-Vibrator 9 Shovel ❑ Other ❑ j Placed by — Chute q/ Pump ❑ Wheelbarrow ❑ Bucket ❑ Other ❑ 4 FINISH Hand Trowel 5( Machine Trowel ❑ Steel ❑ Wood ❑ Other(See Below) ❑ E CURING None ❑ Covered ❑ Burlap ❑ Canvas ❑ Polyethylene ❑ Fortis Stay On ❑ Curing Agent ❑ Other B i i SAMPLES Set No. 1 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 ❑ Cyls./Set 4 REMARKS I t WEATHER: TEMPERATURE INSPECTION t AM NOON PM START FINISH TIME 7'il fso lo�oa S 3v I THE THOMPSON&UCHTNER COMPANY,INC. JUL 3 i337 S'c- r;Y,c, > � I PuiF� f THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. J Consulting Engineers Engineering and Testing Laboratories REPORT NO. MFirstStreet Cambridge,Massachusetts 02141 (617)492-2111 SHEETNO. REPORT OFF FIELD INSPECTION OF CONCRETE COJJNSTRUCT10N JUN IS 4 4- 9 1997 FOR "al,/!'! 'C�O71�y(/�7 L to G' PROJECT LOCATION r,opTIN&- A L/N E S To 146 Lr LI N b L 0 E � S LIN C- G I.I N C- 13 TO I- SUBGRADE Type — Compacted soil ❑ Concrete ❑ Metal Deck ❑ Other GL f3A 4c r-F 1 L LED So I L Condition — Clean ❑ Wet ❑ Dry P Other(See Below) CaY REINFORCEMENT Type — Rebars IV Wire Mesh ❑ Properly placed ❑ AND DOWELS Properly Tied ❑ By Others ❑ Condition — Clean Y Free of Rust ❑ Free of Loose Scale ❑ Other(See Below) ❑ FORMS Type — Plywood ❑ Boards V Steel ❑ Other ❑ Condition — Clean ❑ Oiled EaI Wetted Before Placement ❑ Other(See Below) ❑ CONCRETE No. of C.Y. 4 Strength at 28 days 3 06 0 Size&Type Aggregate 3/4 It PLACEMENT Gravel [B' Stone ❑ Slump Range 7-S Compaction-Vibrator [Z Shovel ❑ Other ❑ Placed by — Chute [s' Pump ❑ Wheelbarrow ❑ Bucket ❑ Other ❑ i FINISH Hand Trowel [B' Machine Trowel ❑ Steel ❑ Wood ❑ Other(See Below) ❑ CURING None ❑ Covered ❑ Burlap ❑ Canvas ❑ Polyethylene ❑ Forms Stay On ❑ Curing Agent ❑ Other d SAMPLES Set No. 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 ❑ Cyls./Set 4' REMARKS 0 5UC3&120 - Fo(L A LING 5 T4 16 IS WC- 7 SOIL i Q CoN (-KC-TG WqS Toa WET NdT A2wISillL (C TD U$C �+-�� ti.T� •��r ..,,,tee..c� aL-.•.. cA.. o- d��r�e._dam � . ,,`- ,,� '' nn �-`:- `I�.a.. d.�. e�. pow•. -.'�. ` 1 lC� I..>-at-- ..LQ-Krry-{-rQ• � � 4 \�z.Q.,P.�-� i WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME 71 7S to 10 ,00 s. ;o 7 l I THE THOMPSON 8 LICHTNER COMPANY.INC. THE THOMP SON & LICHTNER COMPANY, INC. PROJECT NO. 14-d-4- Consulting Engineers Engineering and Testing Laboratories REPORT NO. 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 SHEETNO. REPORT OF INSPECTION AND TESTING OF SOILS OC TO fb"C 2 bi 19 FOR 80LwDdltil CON ST RVC-1ON, 2a() JZ CSE2Vo (pL S1(ZL. t1T Nt�DHAMf MIF. ROJECT SALEM SMALL 9USIId(_- SS 3 $ SwAnA0SCO'I7 (LOA. / SALEMI M11 THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: I0 17 TEST NUMBER 11 3 LOCATION °M a 1 Sul I—bkH6 114 FINAL fi111AL ON A LINT; C3RADF GaADrz COLUMN LIMO 2R -tb 43 SOIL CONSTANTS OPTIMUM MOISTURE, % S' MAXIMUM DENSITY PCF 117• COMPACTION REQUIRED, % 99 FIELD TESTS ACTUAL DENSITY EDS PCF 114. 3 12 2 •S ACTUAL DRY DENSITY, PCF 114- 9 I •3 MOISTURE, % $• I 913 COMPACTION a/o 7 S 96 GRADATION, % PASSING 3" 2 11/2 1 3/4 1/2 3/B k 4 10 20 40 60 100 200 REMARKS WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME 130 !� •� Q�ZNIzS THE THOMPSON & LICHTNER COMPANY, INC. OCT N 21987 THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 14-21 Consulting Engineers Engineering and Testing Laboratories REPORT NO. 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 SHEET NO. REPORT OF INSPECTION AND TESTING OF SOILS ne-r0I-Lk 2 1 $+ 19 FOR 'BoWDoIN cotISTRUcT,oN ado Rt5StAVOI2 STREeT, NEC DH 6M, MA- PROJECT SALEM SMALL SUSIr•ItSS 37, SWAMPSCOTT r2oA-b, 5ALCM 11'11� T E FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: IO 6 87 TEST NUMBER # I -f4 L LOCATION bLDc 4t--/i- dl or RI 011 . �N IaIC TttC-NCH f CGLeto It�ELAw �-an- F=avTlrlC� GaAo� G�Avc SOIL CONSTANTS OPTIMUM MOISTURE, MAXIMUM DENSITY PCF 11 • 9 COMPACTION REQUIRED, FIELD TESTS ACTUAL DENSITY EDS PCF 12 A• S 12-311 ACTUAL DRY DENSITY, PCF 113.2 1 1 14•U MOISTURE, % 2 a'p COMPACTION % 96• I 9 GRADATION. % PASSING 3" 2 11/2 1 3/4 96 93 +/2 3/a k 4 10 20 40 60 100 200 REMARKS WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME 11,6D 13o dyi +IeP THE THOMPSON & LICHTNER COMPANY, INC. !�� 2 1987 THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. Consulting Engineers Engineering and Testing Laboratories REPORTNO. O� 5 111 First Street Cambridge, Massachusetts 02141 (6177)492.2111 SHEETNO. 144 REPORT OF INSPECTION AND TESTING OF SOILS oc-f Ola r!2 61 FOR 130141;>Olt4 6014S7PVtTlui-/ , Qto 12CSERv6l2 STRErT NEC-DNAM , MA PROJECT SALEM SMALL 9l7SINCS4. 3$ SejAMPscoTT (LOAD, SALEMO &14 THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: 10161,87 TEST NUMBER 4f 2- a1 LOCATION 13EL6W (>,FZGb ce•�')r 7)r- Gen�r �F Orr SLAB SLRCj lHF EGd - (3L% 42 0L7)6 d l ec r'ril� vl� y- SOIL CONSTANTS OPTIMUM MOISTURE, % 71 /1- 7.4 9' 2 MAXIMUM DENSITY PCF 1'32'1- 132 . 2 13550 COMPACTION REQUIRED, % FIELD TESTS ACTUAL DENSITY EDS PCF 133. 6 ACTUAL DRY DENSITY, PCF 1 27. 2 1 2 g '7 130•g MOISTURE, % S 5" S L,, COMPACTION % 9G 1 5 9 GRADATION. % PASSING 3" 2 11/2 1 3/4 y 83 1/2 3/B N 4 10 20 40 60 100 200 REMARKS WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME 30 iN2J,,, OCT 2 2 7987 THE THOMPSON a LICHTNER COMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECiNO. 4-g4- Consulting Engineers Engineering and Testing Laboratories REPORT NO.T Ill First Street Cambridge, Massachusetts 02141 (6177)492-2111 SHEET NO. �T REPORT OF INSPECTION AND TESTING OF SOILS 6 CT U(3 R I 19 R 7 FOR polN'ZotN CortslRUc� loN PROJECT SALtN SMALL .r Rot\D SAL7:MI M !} THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: I 81 TEST NUMBER 1i 1 19 2- ,- LOCATION SOIL CONSTANTS OPTIMUM MOISTURE, % S- L 912. 9- 0 MAXIMUM DENSITY PCF 106.0 ch-0 12012_ COMPACTION REQUIRED, % 9S 9"r 9 S FIELD TESTS ACTUAL DENSITY EDS PCF 1 10 -16 110.0 127-9 ACTUAL DRY DENSITY PCF 10 3. L- 1 101 • 7 11$' MOISTURE, % '7'3 1 S' 1 76 COMPACTION % 0, 6 $-i( G_ RADATION. % PASSING 3" 2 11/2 1 3/° 90 1/2 3/B # 4 10 20 9 0 9 40 60 100 200 REMARKS WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME r,30 8.3a c, f),a� 3 44a "04 . THE THOMPSON 8 LICHTNER COMPANY, INC. OCT 2 2 1387 ; - THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. Consulting Engineers Engineering and Testing Laboratories REPORT NO. 111 First Street Cambridge, Massachusetts 02141 (6M 492-2111 SHEET NO. I REPORT OF INSPECTION AND TESTING OF SOILS FOR �O vC�O//v C OtiJ 7/GI(f %/Ow f J/IP� IV— GPROJECT S/,Lc3Zt7 N�//JCL uJi��c57t S/jLK-)tl / THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER C-/ r- T LOCATION l3Cd In 3 6 3 jA C/C t/LI Z-O--Z D/—/p D - 4 . .ri'J07/N� Syi3(Arz� f 73 SOIL CONSTANTS OPTIMUM MOISTURE, % L MAXIMUM DENSITY PCF /78.l 12Y / COMPACTION REQUIRED, % t7.5- 9 FIELD TESTS ACTUAL DENSITY EDS PCF /3/.3 /3V. 6 ACTUAL DRY DENSITY PCF /22, 7 127.0 MOISTURE, % 7 O /O 3 COMPACTION % /i• 0, 95. 3 GRADATION. % PASSING 3• 2 11/2 1 3/4 9 7 t/2 3/B IJ 4 10 20 40 60 100 200 REMARKS wee-< S� 4)I^ f' �"-,� . I I WEATHER: TEMPERATURE ! INSPECTION AM NOON PM START FINISH TIME R�iti :T 77i, SEP z 41987 01 _i-j THE THO N 8 LICH NER COMPANY. INC. , , , . � . �� THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. IAF,? Consulting Engineers Engineering and Testing Laboratories REPORT NO. oLl. 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 SHEETNO._ i. REPORT OF INSPECTION AND TESTING OF SOILS s c P T t M t¢ 16/19 f FOR P-4W1apl1,4 LoNS7pur- 11Uh1 Ca F. r?,�//CLc LPROTECT SALC1l-) SMALL- 15U5(FlrS5 SaAe-Yy) 7�] THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER p r I LOCATION I j oI�rL1J61'11�.h1 L--.P SOIL CONSTANTS OPTIMUM MOISTURE, % -) , 2- MAXIMUM DENSITY PC 7W• b COMPACTION REQUIRED, % S FIELD TESTS ACTUAL DENSITY EDS PCF I A ' ACTUAL DRY DENSITY, PCF 111 '> MOISTURE, % 4"o COMPACTION % rs� GRADATION. % PASSING 3" 2 11/2 1 3/4 J� 1/2 a/6 k 4 10 20 40 60 100 200 REMARKS a J j � y tt �` �s�►�,•.� nn M-li L.p (oe"L ..J,',, 0�..t1�.f (. t' . :T- �~W WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME - THE THOMPSON & LICHTNER COMPANY, INC. SEP 2 51987 , ,?, I nR ACf Tric THOMPSON & LICHTNER COMPANY, INC. PROUECT NO. Consulting Engineers Engineering and Testing Laboratories REPORT NO. III First Street Cambridge, Massachusetts 02141 (617) 492-2111 SHEET NO. Z '[L= REPORT OF INSPECTION AND TESTING OF SOILS Sr-, P'7 C M 6 G p , 19S7 FOR r-b0LVDC>Irl COMSTRUC '110N CO Pp /✓EEp//.9/��/yl.Q G PRC,IECT S /1 1 r M `.ht /1 t f7 v 51 NC. S<. aSa/e 727i"V"d- THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER li I LOCATION ?)IDC, 21 �-civ-l1h� �Aer.ltl SOIL CONSTANTS OPTIMUM MOISTURE, % MAXIMUM DENSITY PCF $• r1 COMPACTION REQUIRED. % <) 17 FIELD TESTS ACTUAL DENSITY EDS PCF4"�6ACTUAL DRY DENSITY, PCFMOISTURE. %COMPACTION % GRADATION. % PASSING 3" 2 11/2 1 3/4 n 5 1/2 3/e # 4 10 20 40 60 100 200 REMARKS WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME II. RD THE THOMPSON & LICHTNER COMPANY, INC. SEP 2 3 21137 1, f� i\n 'r 1 f«�J THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. T �^- Consulting Engineers Engineering and Testing Laboratories REPORTNO. 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 SHEET NO. REPORT OF INSPECTION AND TESTING OF SOILS 19&Z FOR Buwdotn Co77S7'ruc�'��n L'G7 /� . /lin_ ct��aYr/ , Y19�6 PRCUECT .5!J I<'l;' /)T' i /� THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER / -P 2— LOCATION RLTj(. If s Ct4 -ll= G /-ADC' SOIL CONSTANTS OPTIMUM MOISTURE, % 7, 0 MAXIMUM DENSITY PCF 13 5 7- COMPACTION COMPACTION REQUIRED, % IS FIELD TESTS ACTUAL DENSITY EDS PCF 13 5 'S 1 345.2 ACTUAL DRY DENSITY PCF 130, 2 I i 1 MOISTURE, % 411 4•� COMPACTION % 9 6 1 97.7 GRADATION. % PASSING 3" 2 11/2 1 3/4 +/2 a/8 # 4 10 20 40 60 100 200 REMARKS ' I WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME 71, LQ L l'V e'l I/1 fl� THE THOMPSON & LICHTNER COMPANY, INC. SEP 2 9 1` 7 THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. —J Consulting Engineers Engineering and Testing Laboratories REPORT NO. �2 6 111 First Street Cambridge, Massachusetts 02141 (617) 492.2111 SHEET NO. I te i REPORT OF INSPECTION AND TESTING OF SOILS �6P� `f 19 FOR 'bo c'ivOLei epS15tfLlI�L'00 SD4AM HA- PROJECT �( EM cF All 4 / t0,5cS i THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER C - i_ C -2- LOCATION LLOCATION 5vtIDc'76 3 n SOIL CONSTANTS OPTIMUM MOISTURE, % Z MAXIMUM DENSITY PCF i 2 _ . i COMPACTION REQUIRED, % 5.0 FIELD TESTS ACTUAL DENSITY EDS PCF ? 2 . i !3 7. 2 ACTUAL DRY DENSITY, PCF 115• 7 2 G. MOISTURE, % COMPACTION % d. I- GRADATION. % PASSING 3- 2 11/2 1 3/e t ,/2 3/B n 4 &9 10 20 40 Z G 60 100 200 3 REMARKS WEATHER: TEMPERATURE INSPECTION X 112- AM NOON PM,J START FINISH TIME SEP 111987 THE THOMPSON & LI HjNER COMPANY, INC. Jf-- - cyll r' THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. ---Z±12-!!5- Consulting Engineers Engineering and Testing Laboratories REPORTNO. 111 First Street Cambridge, Massachusetts 02141 (617) 492.2111 SHEET NO. REPORT OF INSPECTION AND TESTING OF SOILS 5�7&--H1/3&W 19 of FOR f3acuo/o / r2 C6nj'/z .o4 coxl,?, G� PROJECT SdE�e YH ��Yl'T a // e�L� s e S S ,GT /c 7Y/ �1J 6T THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER r. G_z LOCATION 4/_ Z y h - 2& Sal i3la'rz�i�[� SOIL CONSTANTS OPTIMUM MOISTURE, % Z Y Z MAXIMUM DENSITY PCF 12Y.1 /Z 8. / COMPACTION REQUIRED, % 9 S FIELD TESTS ACTUAL DENSITY EDS PCF /7- �. 5 /27. ACTUAL DRY DENSITY, PCF 121. 7 MOISTURE, % 4,0 67.0 COMPACTION % c1g. ,o 0. 'J GRADATION. % PASSING 3- 2 100 11/2 96 1 3/4 q 1/2 3/B k 4 10 20 40 60 100 200 /3 REMARKS -/�/j C-/ U/tLi WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME 7/U 7� Z a THE THOMP N ICHTNER COMP QNY„INC. � ;EP 10 1937 THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. iyzy Consulting.Engineers Engineering and Testing Laboratories REPORTNO.A? 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 SHEET NO. 1 '' 1 REPORT OF INSPECTION AND TESTING OF/SOILS �pTc1 Fvc�� y 19 67 FOR t�uJt)/Oerl e.J>75�2/c)c/t^r7 �'.J2�� / cc-Ei-�//�lM 1-/A- G PROJECT THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER e. LOCATION bCD(t /I; c Ua 1- / /f0 Cir-I F lE ; 1 fl�!'DuG H 2.i SOIL CONSTANTS OPTIMUM MOISTURE. % MAXIMUM DENSITY PCF COMPACTION REQUIRED, FIELD TESTS ACTUAL DENSITY EDS PCF q ACTUAL DRY DENSITY PCF ? /• Q MOISTURE, % y. q p COMPACTION % 7 GRADATION. % PASSING 3" 2 1112 1 3/4 9 1/2 are a 4 7; 10 20 40 60 100 200 7 REMARKS �yE �1�•n;�;r �c�%S r U,�r r ,L! //5. ?i' e J^t- '.". WEATHER: '"' Tty1PERATURE INSPECTION t �A r AM NOON PM START FINISH TIME I THE THOMPSON /LICHTNER COMPANY, INC. SEP 10 1987 I � THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. f �1 Consulting Engineers Engineering and Testing Laboratories REPORT NO. 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 SHEET NO. REPORT OF INSPECTION AND TESTING OF SOILS A ll k U ST 31 t 1 g B FOR 60wD01N CON 50PVc-11UN Cele r PROJECT SALE-m 5N19LL� flus,?/ t L, . �rQ/en, 2Y1.4 THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER -0 1 d+2 LOCATION o1V 6FA-De' 7yELeTJ -I-ao-71t/C 51JIL DItiIG 11.. 2- SOIL SOIL CONSTANTS OPTIMUM MOISTURE, % 9.0 MAXIMUM DENSITY PCF 3 COMPACTION REQUIRED, °k 95— FIELD SFIELD TESTS ACTUAL DENSITY EDS PCF 1 10 Ile-2-9 1 4 0 ACTUAL DRY DENSITY, PCF 04 3 154'0 1 3 1 •6 MOISTURE, % C. 6' COMPACTION % 7 1 97 ) S GRADATION. % PASSING 3" 2 11/2 1 3/4 97 1/2 3/B M 4 10 20 40 60 100 200 REMARKS WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME C6 72 6 . 3(3 9 3v 3 HR4 THE THOMPSON 8 LICHTNER COMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1 y Z Consulting Engineers Engineering and Testing Laboratories REPORT NO. III First Street Cambridge, Massachusetts 02141 (617) 492-2111 n SHEET NO. REPORT OF INSPECTION AND TESTING OF SOILS �I!J , Z 19 t, I FOR ?D`� r`+�D�✓1 i. `�I'I'. 11. , li, I ,,., I � , if n,l_ PROJECT THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER G L c L LOCATION SOIL CONSTANTS OPTIMUM MOISTURE, 04, MAXIMUM DENSITY PCF COMPACTION REQUIRED, % FIELD TESTS ACTUAL DENSITY EDS PCF 1 I ACTUAL DRY DENSITY, PCF I �! MOISTURE, % T, - _ COMPACTION % GRADATION. % PASSING 3• — 2 1 Vs 1 3/4 r/2 ? 3/8 k 4 75 10 20 40 60 100 200 REMARKS WEATHER: TEMPERATURE INSPECTION P AM NOON PM START FINISH TIME r. THE THOMPSON 8 LI¢HTNER COMPANY, INC. SEP - J ;I J THE THOMPSON & LICHTNER COMPANY, INC. PRQIECTNO. �rZy Consulting Engineers Engineering and Testing Laboratories REPORTNO. 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 SHEET NO. REPORT OF INSPECTION AND TESTING,OFSOILS 19 17 FOR /jJ�tJj/�V �Q/✓(7/ GCC %lC� �G31f�J%J/>f(O/U, /VLY�/d,bH, �� PROJECT THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER LOCATION SOIL CONSTANTS OPTIMUM MOISTURE, MAXIMUM DENSITY PCF COMPACTION REQUIRED, % FIELD TESTS ACTUAL DENSITY EDS PCF ACTUAL DRY DENSITY, PCF MOISTURE, % COMPACTION % GRADATION. % PASSING 3" 2 11/x 1 3/4 1/2 3/B 4 4 10 20 40 60 100 200 REMARKS 1`��0 �/tier �-�•.��»,�� n,nT /l�r��y _. WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME IJ�iz 91-- /'/ THE TH07r56N 8 LICHTNER COMP NY INC THE THOMPSON & LICHTNER COMPANY, INC. PRO,JECTNO. 1'Y2j Consulting Engineers Engineering and Testing Laboratories REPORT NO.—yam 111 First Street Cambridge, Massachustietts 02141 (617) 492-2111 SHEETNO. nf I REPORT OF INSPECTION AND TESTING OF SOILS CJ(s Z 19 L , FOR 30wD(0 &? ( 00 ,/ccX'/!�'� GOLD, �b6�f��lr HA- PROJECT �l1 j97� / THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER - L e 2- e - C - LOCATION // L Sut(LC✓I'i 11 Z '/ �A 'l �p rlC#L'rS SOIL CONSTANTS OPTIMUM MOISTURE, % MAXIMUM DENSITY PCF 12)A.D COMPACTION REQUIRED, % 1f.0 FIELD TESTS ACTUAL DENSITY EDS PCF l L R.7 3 Q 5 Z.. r+ 13q o ACTUAL DRY DENSITY PCF MOISTURE, °k COMPACTION % GRADATION. % PASSING ' 3- 2 11/2 1 3/4 1/2 3/B N 4 10 20 40 60 100 200 REMARKS WEATHER: TEMPERATURE INSPECTION AM NOON PMSTART FINISH TIME SEP 2 3 1987 _G THE TH MPSON & LI HTNER COMPANY, INC. ! .y, , tfa�lt� THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO.� Consulting Engineers Engineering and Testing Laboratories REPORTNO, 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 SHEET NO. /� REPORT OF INSPECTION AND TESTING OF SOILS /A�/�! lvu/� i 19 C� 7 r FOR /e/000JOG/ Y/ �G�9f/�UC�/GYICDY� ECTi��-+ P�OIn �� T E FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER r - LOCATION r-004- �ua�rLiaD(S .P�¢rc. P f SOIL CONSTANTS OPTIMUM MOISTURE, % q, O �• O MAXIMUM DENSITY PCF / --34 O O COMPACTION REQUIRED, FIELD TESTS ACTUAL DENSITY EDS, PCF /3</ /. ACTUAL DRY DENSITY, PCF /29. :O /0& 7 MOISTURE, % 4C,3 , / COMPACTION % , j /. Jy GRADATION. % PASSING 3- 2 11/2 1 3/a Q 1/2 3/B # 4 10 20 40 60 100 200 REMARKS ./ / 1/ x,071 / lj GveaC �6Jul. _ WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME THE THOMP ON 8� LICHTNER COMPA Y,IN AUG 01 1937 5' - C.. j �� v !/ --- THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. Consulting Engineers Engineering and Testing Laboratories REPORT NO. 122 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 SHEET NO. i'`f I REPORT OF INSPECTION AND TESTING OF SOILS Ay G — 12- 19 87 FOR �J' UJDO t 1 n�7rJ_ 2 J f c.Or,l HA— PROJECT `� (�f� HE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER C - I LOCATION BUG1D(/16 -Z ip-ef70#6E SOIL CONSTANTS OPTIMUM=EDS, n 9 MAXIMUMF 3 B. COMPACTD, % 5, p FIELD TES ACTUAL DCF 3 'S ACTUAL DPCF MOISTURE �. COMPACTION % GRADATION. % PASSING 3' 2 11/2 1 3/a t/2 3/9 K 4NEI 10 20 40 60 100 200 REMARKS WEATHER: TEMPERATURE INSPECTION NOON PM START FINISH TIME THE T MPSON 8 LI H NER COMPANY, INC. AUG 19 1287 -41 , ;, , , / 4 THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. /-2 Consulting Engineers Engineering and Testing Laboratories REPORT NO. 2 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 SHEET NO. I. 1 REPORT OF INSPECTION AND TESTING.OF SOILS / n U6 L) VT L/ ig FOR 13OGe)00//7 eawJ1YOI7/o Y/ ( oyp� 41e eaXcv->w PROJECT j0_1e rror alms//1gfuisness /efa/e wv, 7;l'4 YHE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER tt I dry LOCATION Ctr �C-Lo(v FItiIFlL c�NTaG R16 HT C RAMC- L SIDE q,�� of tSLDU -raW A/zS T(tAILFR SOIL CONSTANTS OPTIMUM MOISTURE, % 9 MAXIMUM DENSITY PCF COMPACTION REQUIRED, % 9�- FIELD TESTS ACTUAL DENSITY EDS PCF V32 •19 b 2,U ACTUAL DRY DENSITY PCF 1 717,4 .6 MOISTURE, % 4- 1 41- 1 COMPACTION % 92. 91 c GRADATION, % PASSING 3- 2 11/2 1 3/e 1/2 3/B H .4 10 20 40 60 100 200 REMARKS TC 57 Slit to 'f 11R1'l Co MPAt 110 Atdquit2r- 1t EEHT No-i 114Tr51'11 D fr15TR.u<7 (oft elVCrr '7c, S U p A P6 IL COm(JA r-71011 fmp20ver1� NT 1 WEATHER: TEMPERATURE INSPECTION AM NOON PM START - FINISH TIME 10, 30 12.62, 1 i 1I(LS / THE THOMPSON & LICHTNER COMPANY, INC. - 1 THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. *Consulting Engineers Engineering and Testing Laboratories REPORT NO. 111 First Street Cambridge, Massachusetts 02141 (617)592-2111I1 SHEET NO. —{ REPORT OF INSPECTION AND TESTING OF SOILS S`J G Z Z 1 g (r FOR .00 WD 101^1 CUAXJ-re /c-rl&A/ CGRP. gJaoJECT fit{ y� Ss1�aLG ,�0't jrIS55 , S,,4 1_,g5-A0 THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER G— LOCATION / l G Z ra-t,JC &1 17.5 L.S SOIL CONSTANTS OPTIMUM MOISTURE. % O MAXIMUM DENSITY PCF 3. .O COMPACTION REQUIRED. % 82 .S FIELD TESTS ACTUAL DENSITY EDS PCF S H`I• ACTUAL DRY DENSITY PCF '• 3 MOISTURE. % J COMPACTION % $. 1 GRADATION. % PASSING 3- 2 1 V2 1 a/a 1/2 ,8 b� 3/a M 4 7-5 10 20 40 1 60 100 200 REMARKS WEATHER: TEMPERATURE INSPECTION V '`.��/t til :AM NOON PM START FINISH TIME 9'60 C�:Oo L42- / THE TH PSON& L CF ITNER COMPANY, INC. IJ(n U�� AUG 1419R� \� THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. Consulting Engineers Engineering and Testing Laboratories REPORT NO. 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 SHEET NO. y- REPORT OF INSPECTION AND TESTING OF SOILS y 19 FOR e/� a&, iv/y7 rY._s- y``i.n-�'r,oY ;!'��'� . /1'�,.�:.� •�.+ -�r^ . 1 %7 PnECT _50-le ?77 717O/� -4- TOE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER LOCATION // ��- & Llnl-' t�E/pJcEr! rl �O �('D r7 z fi61-I elft` S . SOIL CONSTANTS OPTIMUM MOISTURE, % 61) 0 MAXIMUM DENSITY PCF 1�7 8. COMPACTION REQUIRED, % FIELD TESTS ACTUAL DENSITY EDS PCF Ij`I7 ACTUAL DRY DENSITY, PCF MOISTURE, % 6•� COMPACTION % `I3.fJ GRADATION, % PASSING ( l.a..I) 3' 2 11/2 1 3/e 9 +/2 4 3/8 H 4 10 20 40 f 60 100 200 J REMARKS �trPAe7-on' G�•�%�i;<'� Su�2�r wet !,^� ��r o,�F> �Y 7/�-.' 2E r-�Gr . WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME qr) 1l " 1'00 11 12 - THE THOM I SON & UCH N/F,R COMPANY, INC. I(/i THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. Consulting Engineers Engineering and Testing Laboratories REPORT NO. l 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 SHEET NO. REPORT OF INSPECTION AND TESTING OF SOILS 7 G 19 j-7 FOR ro//J _r�yi 4RQIECT —SLE A 2917 o i/�L�/�'e THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER r -/ LOCATION 36l)eWZ 3"I" SOIL CONSTANTS OPTIMUM MOISTURE. % 7 O 7-0 MAXIMUM DENSITY PCF COMPACTION REQUIRED, % 9 S 7, FIELD TESTS ACTUAL DENSITY EDS PCF3'3. ' ACTUAL DRY DENSITY PCF 0c. / 1-33. 60 MOISTURE, % 17 -/ COMPACTION % GRADATION. % PASSING 3- 2 11/2 1 3/4 1/2 3/8 N 4 10 20 40 60 100 200 REMARKS U WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME L F0. 3°= 5" 3 zle /dam f . THE THOMPSON LICHTNER QOMPANY,.INC_ /// />%I,•-' `-, � ice., .JUL. 2 419 THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. L� Consulting Engineers Engineering and Testing Laboratories REPORT NO. _ 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 \ SHEETNO. REPORT OF INSPECTION AN TESTING OF SOILS `�^� 3 r� 19 FORCor PROJECT S4Xe n 5`tha —Q- (.Iti»,n gss ,S�L�e 1 Q THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER LOCATION SOIL CONSTANTS OPTIMUM MOISTURE, % 07,0 MAXIMUM DENSITY PCF L q9 0 COMPACTION REQUIRED, % 9 `•o FIELD TESTS ACTUAL DENSITY EDS PCF I ACTUAL DRY DENSITY, PCF A 3o .5 MOISTURE, % 3 . COMPACTION % 91 6 GRADATION. % PASSING Lo q') 3" 2 11/2 1 3/4 1/2 L 3/a 8 4 6 10 20 40 3 60 100 200 7- / REMARKS // n^ n r7 7 —76—S TIS ex, Pce�Da)d w.y1;I WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME 98 z : oo 3' 3'> l /Z n 1/E THE T OMPSON 8 LI HTNER COMPANY, INC. �-- Jul 2 11987 w".� G uj I .7 -• THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. ----Z-'L Consulting Engineers Engineering and Testing Laboratories REPORT NO. 3 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 SHEET NO. WP T— REPORT OF INSPECTION AND TESTING OF SOILS 6 - 9 19 FOR U"Ole) /7 �c Yl.S 7Y!/c�/G yj C, e ed/4? )01,72� x F nECT le ;97 of?9^ef ///I r• n 0 c s/ s'a/e moi, e4 THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER G ' / LOCATION J"amTi✓:, SOIL CONSTANTS OPTIMUM MOISTURE, % MAXIMUM DENSITY PCF / `7.6+ COMPACTION REQUIRED, % 9J•0 FIELD TESTS ACTUAL DENSITY EDS PCF /3 ACTUAL DRY DENSITY PCF /33 MOISTURE, % COMPACTION % GRADATION, % PASSING 3' 2 1.1/2 1 s/a 1/2 3/8 M 4 10 20 40 60 100 200 REMARKS r• ' IES C' / •��/^`'+cltrf'C r/</SAfS++tcwre+R? y Co/r�Pnes7st � &9�°` . /1/F�� `� iA+l Ay.tp/f/ ; ,- io .5�+�f-?E / ��r A/ ,CFCs�l�4c.S- a ,�uf•.�T/�C" . I�E'C�t//.1'F,n �1.(-`�o �'ait�{1/4�rc•�/. nJo/L?'c.�('E' Ca��T�9i S 3•/ � . . WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME THRr OMPSON& LICHTTNER COMPANY, INC. Ail 4 � � 1-IIF. '1'1IOMPSON & LICITTNER COMPANY, INC. PROJECT NO. Cmndting Engineers Engineering and Testing Laboratories �- REPORT NO. 111 First Street Cambridge, Massachusetts 0214J (617)492-2111 SHEET NO. REPORT OF INSPECTION AND TESTING OF SOILS TUN E d 4 19 237 FOR 'Qr, wd6 t 0077j'7/7u�7 '1o;17 IL-70 7/9. 41.ee&✓ani .>,-;I 4 rI Cllrc T THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: 6 POS7 TEST NUMBER 3 LOCAT ION IHTER1012- FCpIDATrr / 6-0- p DC— 6 LIf4G �- LINE 10 LINA SOIL GONSTANIS OPTIMUM MOISTURE, % •7 MAXIMUM DENSITY. PCF lit COMPACTION REQUIRED, % p FIELD.TESTS- AC I UAL DENSI I Y ESTSACIUALDENSIIY EDS, PCF_ 13q S ISI O' 143- 3 ACl UAL DRY UENSI f Y, rCF 1.34- 2 13 S -L 1118. 2. MOISTURE, % -- 4-Z 3.7 COMPACTION, n/o ____ 90 GRADANON�"/o PASSING 3.. —2 11/2 160 I ob I- 112_ 2 4 6 1/2 '/' I o —H 0 —100 S S"1 20 '10 _ 6 '7 6U 3c` 30 TUU R 1 R 2 200 f L P3 REMARKS ' U( C-.rt 1SULI6b lIQC(of7r / HG1NErot, 9 O'F THC' PROjE' ( T (1$/D TI-TG % t l TIIC– flefl Iia- cAp zA?cR" q$% Uj&tp WEATI TER: l EmrERAl Uf IE INSPECTION AM NnpN nM START FINISH TIME IT•. i �)i ITV s 4 r V>.nrrm[r� I THE THOMPSON 8 LICHTNER COMPANY, INC. .Bill (a • _ THE 'llIOMPSON & LICIirNER COMPANY, INC. PROJECT NO. � Crntsulting Engineers Engineering and Testing Laboratories REPORT NO. 111 First Street Cambridge. Massachusetts 02141 (61n 492-2111 SHEET NO. I a REPORT OF INSPECTION AND TESTING OF SOILS TVrl C d4 19 S7 FOR Qa cu cl a f n 00 27,5'//7 c71 77 C'o 2,19. /1/e-a�,a4 2 .'J�9 .47 rflcT.IFrr Sa A ?W S-n7n. // eV51 !? r- SS/SO /- x:' THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TESL NUMBER 1I I N 2- LOCATION LOCATION TcVIic ie Pnr1f�,lI GP o UE BUIL CONSTANTS Y OPTIfv1UM MOISTURE. ^.o ' Tv1AXIMUM _DEN_SI—1Y—. rCF l r COMrACTION REOUIREO, % p FIELD TESTS ACTUAL DENSITY EDS. rCF q '? AC1,UAL_DIIY_UEfJSIIY, rCF MUISTURE, Ro- - 4 COMPACTION, lb - -- 96 I q 3 GRADATION,%-PASSING 3' 2 1112 —I 1/2 119 --- ,to-- -- — ------ --60-------- 1UU 20U REMARKS - . . T----- F�' . f (Ir/ Ir .l IIF INS iooly w, WEATI IEn: TEt-IrERAf Uf7E INSPECTION All_--_-- - IInoN FM STAnT FINISH 11ME It I' THE THOMPSON & LICHTNER COMPANY, INC. Ff,1p a . THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 14;V4—' Consulting Engineers Engineering and Testing Laboratories REPORT NO. 111 First Street Cambridge, Massachusetts 02141 (6177) 492-2111 SHEET NO. REPORT OF INSPECTION AND TESTING OF SOILS T V N E L), 19%7 FOR Qau�O�o�� 'crlS7�ruc�io >j C07�?�eco�fl�tni7yl9 yRaecr SQ/e r7) .S7YJn ess,, caA ?; 7y THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: U(6, 1 19 g 7 TEST NUMBER LOCATION cY��triU vp.no + I 412 SOIL CONSTANTS OPTIMUM MOISTURE. % S'7 MAXIMUM DENSITY PCF --TT/9 COMPACTION REQUIRED, % 42 FIELD TESTS ACTUAL DENSITY EDS PCF 14-2- 137, 6 ACTUAL DRY DENSITY, PCF I z 9 'w,E MOISTURE, % 113 3'7 COMPACTION % A7 <) GRADATION. % PASSING 3" 2 11/2 1 3/4 1/2 3/8 N 4 10 . 20 40 60 100 200 REMARKS .: Gfllnl. (" 7)a [- n L' err 'Dp. r AIt.D .?>07r Cnr.,rn( If(, If w1w— Q/ '7 cr /11) 10 11-1/Iv IP+ 1101) 619IPA( 110)/ INSl/ UcTl (111 61vE, 1 /o <U is SPRItIYIE AIII) P. C6 h1PRn HE PEA WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME 3c BC 7 S 76 1630 4,30 3 HQS Ic CDC 1C RRI THE THOMPSON & LICHTNER COMPANY, INC. UL 2 d ,nn-p Consulting Engineers THE THOMPSON & LICHTNER COMPANY, INC. Engineering and Testing Laboratories ' 111 First Street I Cambridge,Massachusetts 02141 (617)492-2111 November 3 , 1987 BOWDOIN CONSTRUCTION CORP. NEEDHAM, MASSACHUSETTS TEST OF SOIL SALEM SMALL BUSINESS SALEM, MASSACHUSETTS Test Number - LL-457 Date Received - 10-26-87 Date Tests Completed- 11-2-87 Source - Sampled by T&L at the site Sample - 40 lbs . of off-site crushed stone Test Procedure - Applicable ASTM methods Results - The following data have been obtained: Gradation, % Passing 1-1/2" 100 1 91 3/4 85 1/2 73 3/8 62 # 4 36 10 23 20 14 40 9 60 7 100 6 200 4 Analysis by Weight, % Gravel 64 Coarse Sand 13 Medium Sand 14 Fine Sand 5 Silt 4 THE THOMPSON&LICHTNER COMPANY,INC. Bowdoin Construction Corp . November 3 , 1987 Page 2 I Test Number LL-457 Soil Type Crushed Stone Compaction Characteristics Type ASTM: D1557D Optimum Moisture, Z 6 . 8 Maximum Density, PCF 143 . 0 THE THOMPSON & LICHTNER COMPANY, INC. EK:j E. aralolos NEI liiiimiliiiuiiiuliiiiillillillilliolim ME I Hill mON ggmomiigioiiml IMIM liiiiiiiiiiiiiiillilin Up III liiiiHmoillill logo IIIIIIIIII �i �iv III Ml IN NINE BOWDOIN CONSTRUCTION CORP. LEEUTEQ VF MUMS EDUTU 220 Reservoir St. NEEDHAM HEIGHTS, MA 02194 DATEI oV 8 �o 2 (W) 444.630ATTENTION TO t OOYYYY , !. RE: to I o� QN61T Tj r-�Kvi I�VI� WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION / � o-� '2F3 L�� LL 3q L - 4.4L L THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ` For your use ❑ Approved as noted ❑ Submitcopies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS IH L 4-22 COPY TO Y1J4f SIGNED: PCY0h1241 �I�r+etA sot 01471. It enclosures are not as noted, kindly notify us at o e. Consulting Engineers THE THOMPSON & LICHTNER COMPANY, INC. Engineering and Testing Laboratories Ill First Street Cambridge,Massachusetts 02141 (617)492-2111 November 3 , 1987 BOWDOIN CONSTRUCTION CORP. NEEDHAM, MASSACHUSETTS TEST OF SOIL SALEM SMALL BUSINESS SALEM, MASSACHUSETTS Test Number - LL-448 Date Received - 10-23-87 Date Tests Completed - 10-30-87 Source - Sampled by TSL at the site on 10-23-87 stated to have come from Seabrook, NH Sample - 50 lbs . of off-site soil Test Procedure - Applicable ASTM methods Results - The following data have been obtained: Gradation, % Passing 211 100 1-1/2 99 1 96 3/4 93 1/2 80 3/8 75 # 4 71 10 67 20 57 40 40 60 26 100 11 200 5 Analysis by Weight, Gravel 29 Coarse Sand 4 Medium Sand 27 Fine Sand 35 Silt 5 ThE THOMPSON&LICHTNER COMPANY,INC. Bowdoin Construction Corp. November 3 , 1987 Page 2 Test Number LL-448 Soil Type Gravelly Sand Little Silt Compaction Characteristics Type ASTM: D1557C Optimum Moisture, % 8 , 3 Maximum Density, PCF 129 . 8 THE THOMPSON & LICHTN�ER� C"OMPANY, INC. Wa .E EK:j lo1os 3c: BC 1C :RI lc : C 10 _ I ,r- _. 1 Ih!L y _ -71 I lClu1 . . 11 :_ S tic SSw. r - — - = -- - - j-- - — - -- I - -"1 5 - - - — fit :. I –�f to �t A o -1 3 -1 Z - — — - - I I I 2 I _ .. .::: :. .. ... :... . 1 SFS Ll . -1z6 i i �:__ I ,.SMT Y%. - O�l.... I N o. t L.- I I -Lll+ : T►io npsol Sj bbcnl vl'^ sz C'o. 'luc . Lr,Ile�,ral;F P4AQ ooe 30 971 Consulting Engineers THE THOMPSON & LICHTNER COMPANY, INC. Engineering and testing laboratories 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 October 30 , 1987 BOWDOIN CONSTRUCTION CORP. NEEDHAM, MASSACHUSETTS TEST OF SOIL SALEM SMALL BUSINESS SALEM, MASSACHUSETTS Test Number - LL-438 Date Received - 10-20-87 Date Tests Completed - 10-22-87 Source - Submitted by you, sample was picked up by TSL at the site on 10-20-87 Sample - 10 lbs . of soil Test Procedure - Applicable ASTM methods Results - The following data have been obtained: Gradation, x Passing lir 100 3/4 98 1/2 95 3/8 93 # 4 90 10 86 20 73 40 55 60 42 100 29 200 11 Analysis by Weight, % Gravel 10 Coarse Sand 4 Medium Sand 31 Fine Sand 44 Silt 11 THE THOMPSON&LICHTNER COMPANY,INC. Bowdoin Construction Corp. October 30 , 1987 Page 2 Test Number LL-438 Soil Type Sand Some Silt Little Gravel Due to the finess of the material we do not recommend its use under the roadway. Mr. Mike Reardon was informed. THE THOMPSON &LLICHTNER COMPANY, INC. C :°�°� "S EK:j E. Karalolos 3c:BC 1C: CDC 1C:RRI w ' Consulting Engineers THE THOMPSON & LICHTNER COMPANY, INC. Engineering and Testing Laboratories 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 October 30 , 1987 BOWDOIN CONSTRUCTION CORP . NEEDHAM, MASSACHUSETTS TEST OF SOIL SALEM SMALL BUSINESS SALEM, MASSACHUSETTS Test Number - LL-399 Date Received - 10-13-87 Date Tests Completed - 10-16-87 Source - Sampled by T&L at the site on 10-13-87 Sample - 40 lbs . of off-site soil Test Procedure - Applicable ASTM methods Results - The following data have been obtained: Gradation, % Passing 4" 100 3 93 2 92 1-1/2 91 1 87 3/4 83 1/2 81 3/8 79 # 4 75 10 71 20 59 40 35 60 22 100 12 200 3 Analysis by Weight , Gravel 25 Coarse Sand 4 Medium Sand 36 Fine Sand 32 Silt 3 THE;HOMPSON&LICHTNERCOMPANY, INC. Bowdoin Construction Corp. October 30 , 1987 Page 2 Test Number - LL-399 Soil Type Gravelly Sand Little Silt Compaction Characteristics Type ASTM: D1557D Optimum Moisture, % 8 . 7 Maximum Density, PCF 117 . 8 THE THOMPSON & LICHTNER COMPANY, INC. EK:j Wab 4os 3c: BC lc: CDC lc:RRI `v Consulting Engineers THE THOMPSON & LICHTNER COMPANY, INC. Engineering and Testing laboratories 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 October 30, 1987 BOWDOIN CONSTRUCTION CORP. 4 NEEDHAM, MASSACHUSETTS TEST OF SOIL SALEM SMALL BUSINESS SALEM, MASSACHUSETTS Test Number - LL-438 Date Received - 10-20-87 Date Tests Completed - 10-22-87 Source - Submitted by you, sample was picked up by T&L at the site on 10-20-87 Sample - 10 lbs . of soil Test Procedure - Applicable ASTM methods Results - The following data have been obtained: Gradation, % Passing 1" 100 3/4 98 1/2 95 3/8 93 # 4 90 10 86 20 73 40 55 60 42 100 29 200 11 Analysis by Weight , Gravel 10 Coarse Sand 4 Medium Sand 31 Fine Sand 44 Silt 11 T'ifETHOMPSON&LICHTNERCOMPANY,INC. Bowdoin Construction Corp. October 30 , 1987 Page 2 Test Number LL-438 Soil Type Sand Some Silt Little Gravel Due to the finess of the material we do not recommend its use under the roadway. Mr. Mike Reardon was informed. THE THOMPSONN && LLICHTNER COMPANY, INC. EK:j E. 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Engineering and Testing Laboratories 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 October 9 , 1987 BOWDOIN CONSTRUCTION CORP . NEEDHAM, MASSACHUSETTS TEST OF SOIL SALEM SMALL BUSINESS SALEM, MASSACHUSETTS Test Number - LL-362 Date Received - 10-1-87 Date Tests Completed - 10-2-87 Source - Sampled by T&L at job site on 10-1-87 Sample - 50 lbs . of blended soil ( sand and crushed stone) Test Procedure - Applicable ASTM methods Results - The following data have been obtained: Gradation, 9 Passing 2" 100 1-1/2 99 1 90 3/4 83 1/2 77 3/8 75 # 4 71 10 66 20 58 40 47 60 33 100 17 200 6 Analysis by Weight, 7 Gravel 29 Coarse Sand 5 Medium Sand 19 Fine Sand 41 Silt 6 Soil Type Crushed Stone and Sand Little Silt UETLOMPSON&LICHTNERCOMPANY, INC. Bowdoin Construction Corp. October 9 , 1987 Page 2 Test Number - LL-362 Compaction Characteristics Type ASTM: D1557D Optimum Moisture, 7 7 , 4 Maximum Density, PCF 132 . 2 THE THOMPSON & LIICH�T_N�ERR COMPANY, INC. µflculc�w�- EK:j E. Karalolos 3c: BC 1C: CDC IC:RRI b r i 1 ... I I i•. T NE t r1 SM t i VS&teJA s I I ---- - I I Ii I �IA X 51 TY 2 . �T $ :a UI : � .I 0 T i is � r - -1 6 ... _I.. i Iy -- - — i am T r fro. 1 _ Lim t1It: lur. . C:�,IiRr Irc r t1A Dc ne Consulting Engineers THE THOMPSON & LICHTNER COMPANY, INC. Engineering and Testing Laboratories 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 October 5 , 1987 BOWDOIN CONSTRUTION CORP. NEEDHAM, MASSACHUSETTS TEST OF SOIL SALEM SMALL BUSINESS SALEM, MASSACHUSETTS Test Number - LL-348 Date Received - 9-29-87 Date Tests Completed - 10-1-87 Source - Sampled by T&L at the site on 9-29-87 from footing areas Sample - 40 lbs . of off-site soil Test Procedure - Applicable ASTM methods Results - The following data have been obtained: Gradation, 7 Passing (Washed) 4120 100 40 96 60 79 100 53 200 21 Analysis by Weight, Gravel 0 Coarse Sand 0 Medium Sand 4 Fine Sand 75 Silt 21 Soil Type Silty Sand Compaction Characteristics Type ASTM: D1557C Optimum Moisture, % 8 .5 Maximum Density, PCF 106 .2 THE THOMPSON&LICHTNER COMPANY,INC. Bowdoin Construction Corp. October 5 , 1987 Page 2 Test Number - LL-348 Due to high silt content this material is considered frost . susceptible and should not be used in areas subject to frost penetration. In addition, based on the above tests , in our opinion, this soil can be assigned a maximum bearing capacity of 1 ton per square foot . The superintendent was informed of the above. THE THOMPSON & LICHTNER COMPANY, INC. ?: � EK:j c Karalolos 3c:BC 1C: CDC 1C:RRM -- - G 10 x IO 1'0 A INCH 'I x fo Ir+CN1> 4b LZU WE KEUFFEL&ESSER CO. NAo[IN oSw. I.1 FF i t' ! L 1 t�'tl I '{ I.�'. !�1 1' I.j t 1 li 1 �j 1'.+ _ • C � �f+ �~ -.I -I 1 i I Il;. 1� J rl. l:' 11L:� }I. r I 11 y11 I Ij I I llj rl j 'l II7�. 1 III I:�1 lil '.,.j. Ill -Lt Lii Itl III _— — __ - I', -,r 11 1 r' jlll � :. � j�k ' i� ��I ll:i L1�-� �� _r . �I11 1.'t. ._. �.I ij( tl ijli •i; --- - - _� 4#1 ; _ }i j, t i_k , 14111 I I �' j. wt rt tU. .. . .... .Y; 1_•.rr ... .rj II ' .��I .II r�- If, _ I; '; : L a {+F "1 :, 1 t±{} 4117 L - 1711 i77 7 r,. { 1 r 'rLr - Ir III. 1� 1 I:tj rrf ',l: j11� II 1 J tl"1 tl I Y+� a F N Jr a J j m x it 1t {1I ', I N i 1 y _1 d. 1 t •r'I t 1' �j 1� I r It 11 I .... lIl Consulting Engineers THE THOMPSON & LICHTNER COMPANY, INC. Engineering and Testing Laboratories 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 October 1, 1987 BOWDOIN CONSTRUCTION CO. NEEDHAM HEIGHTS , MASSACHUSETTS CHEMICAL ANALYSIS OF MORTAR SALEM SMALL BUSINESS PARK SALEM, MASSACHUSETTS Test Number - LL-326 Date Received - 9-23-87 Date Tested - 9-24-87 Source - Submitted by your Mr. Steve Ham on 9-23-87 Sample - 5 lbs . of hardened mortar identified as taken from block setting mortar used to construct wall which fell over during weekend of September 18-19 , 1987 Test Procedure - Standard methods of' inorganic analysis Results - The following data have been obtained: Proportions Proportions by weight by weight by volume Masonry Cement Type I 24 . 2 1 1 Sand 75 . 8 3 . 13 2 . 74 Ratio by volume Sand/Masonry Cement 2 , 74 ASTM C270 Type N Note - Masonry Cement volume is calculated on basis of 70 lbs . / cu. ft. - HE"CS:OMPSON&LICHTNERCOMPANY, INC. Bowdoin Construction Co. October 1, 1987 Page 2 Test Number - LL-326 Gradation - Reclaimed Aggregate ASTM: C144 Sieve I Passing Spec. if 4 100 100 8 99 95-100 16 94 70-100 30 84 (high) 40-75 50 62 (high) 10-35 100 14 2-15 200 1 F.M. 2 . 47 As indicated gradation requirements not 'met . THE THOMPSONN & LI�C�H�TN,EERR�COMPANY, INC. /; (F"w-GEJ:j G. E Jacobb s 3c: BC IC: CDC 1C: RRB , n Consulting Engineers THE THOMPSON & LICHTNER COMPANY, INC. Engineering and Testing laboratories 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 September 29 , 1987 BOWDOIN CONSTRUCTION CORPORATION NEEDHAM HEIGHTS , MASSACHUSETTS TEST OF SOIL SALEM SMALL BUSINESS SALEM, MASSACHUSETTS Test Number - LL-295 Date Received - 9-14-87 Date Tests Completed - 9-15-87 Source - Sampled by TSL at the site on 9-14-87 Sample - 40 lbs . of off-site soil Test Procedure - Applicable ASTM methods Results - The following data have been obtained: Gradation, Z Passing 3" 100 2 98 1-1/2 97 1 94 3/4 93 1/2 90 3/8 87 # 4 80 10 74 20 67 40 52 60 30 100 14 200 5 Analysis by Weight , 7 Gravel 20 Coarse Sand 6 Medium Sand 22 Fine SAnd 47 Silt 5 -THE THOMPSON&LICHTNERCOMPANY,INC. Bowdoin Construction Corporation September 29 , 1987 Page 2 Test Number LL-295 Soil Type Sand Some Gravel Little Silt Compaction Characteristics Type ASTM: D1557D Optimum Moisture, % 9 . 2 Maximum Density, PCF 120 .2 THE THOMPSON & LICHTNER COMPANY, INC. EK:j Karalolo 3c: BC lc: CDC 1C:RRI •.� _ M_ _MM—_�__—M___M_—_.�_MM____N___ _M— •��M'�YM MMMI•�N MI_ �� M_ ___N_____ MOM MM..•�M MM —M M—M—C MMMM __M. M_M_MI••_ MM—_ —_M_—_M_M—_—M_�� MEW _ N—•�_ � M— M M MM _M_MM •� YAM MMMIMM�_M �� MMMMMMMMC�M�� MM� —M�•_� �C�GQ J{�1.MY�Y1�9�--a:aa_aaa M MMM �MMMIa:—M--aa 1� aa�a�� EM!MMMMMMM� �MM •��—MMMM==w aiM_YM�M• iM�MM �MMM �MMMM �MMMMMMMMM 1^� • MM a� M MMMIMMa� MM � MI MM Ma� MMMMMM ��Ms_•��_M��M_M_M_M_M_M_MMMMMMM_M_MMM__M M_MMMMMM �_ •� —M _____ MM a MM_M_MM NMM •ANN MM MMMM MM MMMIM_N N_M_M_N__N__N MM M r� wNMMaa=M --ate--- --M_MM_MNN� _ Ms==MMM•��MMNM—MMNM••_MMS_•••�� area —MMMMMMMMM�M�MMMMM _.n a• _:,'�_ --M-•_a-_-- __ ___ M_. _ a:a:•� --MMMMMMMN MMM� �� MM••_M MMMI NMS•�� •M�� MM .�_ M.��A_ MMN--�ii�iMMaMM_•MW_a�C•.•_.•�C �_ aaa-a a—a� _.• M —a• aaCC_as� �.C_�aM aCaa:MCa:Ca a M_• N N M_M _ MIl� •�MMMIMMMI MM M__. •tea p._p ••�� N•. 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MMM�a�aa a•�Ma.—••�••MO•��_�a_ m M ___�__a G MM �M— �a•M �j� •— _ •�MN Caaa•—MN•�M•�•.•�a � MMaa �� Ca=MM MMMaMM_MIM Y_MMMMMM�1M�aNa MMM�MM_M�MM—•�� MMMMMM�M�M MMMMMMIN�••_MMMMMMIMM MMMM aMMMMM� _ Mme• MM•��MMIMMMMMMMM I•CMC��a:••�•aaCa:M�CaC.:_a�.�a:�a..:��=C�Ca� M MaMM MMM•o--MM MMM M M�_N MMMY_M�_MM MMMMM MMMMMM_ p Mme_ M MM•_•NNMMM.� _ MMM MM—MCMM MMM.Y�MMMMY•.••�M_�MM 1'�• ••_MMMMM�M• _ _M M•�� aaMMMMM••__�MM=MMMM�3.l� MM•Y M —N —M•��MMMNM.�•• MMMMMMa MM._MMM �•••.y�.y.�� aM M �_MM�a—�•••a��•S• MMMM•��M__�M_MaiMMw�M_M_M_ .��a:MMMMMM \I.Y•�M•_ ��M=Ca_••�•• 'C�:��CGa7M-�� r��• MMaM�wMMMMM ONE �� p tl•C7M_M_M�••=p=�O —M a r=. MOM•MM�MM—M _a aM__•_aY__��M�a_M_M_C�•i'��• aM__ s Consulting Engineers THE THOMPSON & LICHTNER COMPANY, INC. Engineering and Testing Laboratories 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 September 16 , 1987 BOWDOIN CONSTRUCTION CORPORATION NEEDHAM HEIGHTS, MASSACHUSETTS TEST OF SOIL CHILDREN' S WORLD ACTON, MASSACHUSETTS Test Number - LL-242 Date Received - 9-1-87 Date Tests Completed - 9-9-87 Source - Sampled by T&L at the site on 8-31-87 Sasmple - 40 lbs . of off-site soil Test Procedure - Applicable ASTM methods Results - The following data have been obtained: Gradation, 7 Passing 1-1/2" 100 1 97 3/4 92 1/2 87 3/8 80 # 4 64 10 50 r 20 37 40 24 60 16 100 11 200 6 Analysis by Weight, % Gravel 36 Coarse Sand 14 Medium Sand 26 Fine Sand 18 Silt 6 THE THOMPSON&LICHTNER COMPANY,INC. Bowdoin Construction Corporation September 16 , 1987 Page 2 Test Number LL-242 Soil Type Sand and Gravel Little Silt Compaction Characteristics Type ASTM: D1557D Optimum Moisture, Z 7 . 5 Maximum Density, PCF 135 . 6 THE THOMPSON & LICHTNER COMPANY, INC. EK:j EG. Karalolos 3c BC lc CDC lc RRI r JIM III I OHIO 111111 llligil 111111111111 IN m NINE ME 06110"I" Ifflimom M11,11 I UNION 11 INN IN Mn ills pilliolli 111H B111 Hun ME RUN Hill NUNN RHIIIII IIIIIIIII INN IN 0 IIIIIIIII Hill IN 11111 go IIIIIIIII IN 1111111 1111111 HIIIIm1 INN I olislislill IIIIIIII, HIM Hillis I pillimi IN 11 ION NO IN lliummi im MEN 1 IN III IIIIIIIIIIIIII milgal-Lm. III Niglio IN IN NINE M MEN 0 NUNN11 RUN C IN M 1� 1 Consulting Engineers THE THOMPSON & LICHTNER COMPANY, INC. Engineering and Testing Laboratories 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 September 11, 1987 BOWDOIN CONSTRUCTION CORPORATION NEEDHAM HEIGHTS, MASSACHUSETTS TEST OF SOIL SALEM SMALL BUSINESS SALEM, MASSACHUSETTS Test Number - LL-257 Date Received - 9-3-87 Date Tests Completed - 9-8-87 Source - Sampled by TSL at the site on 9-3-87 Sample - 50 lbs . of on-site soil Test Procedure - Applicable ASTM methods Results - The following data have been obtained: Gradation, % Passing 3" 100 2 92 1-1/2 87 1 85 3/4 82 1/2 79 3/8 77 # 4 71 10 62 20 51 40 47 60 31 100 21 200 11 Analysis by Weight , % Gravel 29 Coarse Sand 9 Medium Sand 15 Fine Sand 36 Silt 11 • � THE THOMPSON&LICHTNERCOMPANY,INC. Bowdoin Construction Corporation September 11 , 1987 Page 2 Test Number LL-257 Soil Type Gravelly Sand Some Silt Compaction Characteristics Type ASTM: D1557D Optimum Moisture, 7 8 . 2 Maximum Density, PCF 128 . 1 THE THOMPSO,NN & LICHTNER COMPANY, INC. EK:j E. Karalolos 3c: BC 1C: CDC lc:RRI I . HIIIIIIII 11111111111111110,10.10.1011pir-mom 11 11m IBMI MEN 111 I- .RJII t ;01 IMMUNE HMMRINNIHMMHHMMREE momm 11111 Do ommiiiuuiouumm IIIIIIIIIIII ORION 1111 ME immuilmmiiiiiiuiiiommus 1011111111 go 1111111 OEM momimum limmummm RIIIIMM I lmmommsm 0 m 419dt? m"T.11 P. V 1111,111 11111111 1111111111 11 NOME on Eloolm M1 IIIIIIIIII lmmmmimmii 111 No 1111101111 IIIIIIIIII mmoom Ell MENEUMMINEE mmmiiimmm mimumi I ' MR mom 0 11111BMW 11mommulommomm mummullummIIIIIIII'Aft NOME EP-!-Nmmm mom soN HIRE 1110 mm MR 1011111 ismsms 1 I L ' THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE OCT 7 198 111 First Street Cambridge, Massachusetts 02141 (617) 492-211 NOV - 4 1987 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE AIR TEMP. OF 4 6 MIX TEMP. OF / MADE BY L/ �`�LOAD / SLUMP 1? N DATE RECEIVED 7 ENTRAINED AIR 9' f7 MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA ✓/�.� CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS C.Y. LOAD DESIGN REQUIREMENTS �GGa PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. P737A a Z �. '4&5E' - B lo_Zo_-V 2a E F TYPE OF BREAK 1 2 3 4 5 6 7 8 9 STRENGTH— 7 DAY 3c BCC lc CDC 28 DAY lc RRI OTHER lc LS&S 6c REMARKS THE THOMPSON & LICHTNER COMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE OCI 7 1987. 111 First Street Cambridge, Massachusetts 02141 J I jul S (617)492-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE _ �J_ `•fJ� / PLACEMENT DATE 74�' 7 AIR TEMP. °F 7.2 MIX TEMP. °F 70 MADE BY eTi /w� Op 'S LOAD � SLUMP 7 DATE RECEIVED p c`//7 ENTRAINED AIR MIX—BATCHED WEIGHTS/PER C.Y. Jp WIC RATIO C QQ STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA ,3/(1•, W CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS C.Y. LOAD DESIGN REQUIREMENTS .6OG O PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYSP.S.I. I1� 1� D oX I� 1 I ^ (, •� to-t�.fi E F;. TYPE OF BREAK 1 2 3 4 , 5, 6 7 8 19 STRENGTH— 7 DAY Low" 3c BCC .1c CDC 28 DAY— lc RRI OTHER lc LS&S 6c . REMARKS - THE THOMPSON & LICHT R COMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE OCT - 7 19 07 . 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 198 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE 17-j/q AIR TEMP. OF �s MIX TEMP. OF 7a MADE BY �1 l ^ OAD (= SLUMP DATE RECEIVED n/ C 7 ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C o STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA CONTRACTOR p 3� i� Bowdoin Construction Cor ADMIX. REPRESENTS C.Y. LOAD DESIGN REQUIREMENTS3000 PSI®28 DAYS s� LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. 08A $ C K 1 ,2 D XI E F TYPE OF BREAK M Q Q 1 2 3 4 5 6 7 8 g STRENGTH— 7 DAY-Q�1�o D� Q 3c BCC lc CDC 28 DAY— Oncl lc RRI OTHER 1c LS&S a, . 6c REMARKS THE THOMPSON & LICHTNER COMPANY, INC. All THE THOMPSON & LICHTN.ER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing LaboratoriesDATE CT G 1987 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 OCT 2 8 1987 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts .PROJECT Salem Small Business , Salem, Massachusetts SOURCE t (� ^7,� n PLACEMENT DATE O /pie AIR TEMP. °F Q MIX TEMP. OF MADE BY Sl I 3 a LOAD SLUMP /S DATE RECEIVED ENTRAINED AIR 7IF 47 MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co. CA 00 p. CONTRACTOR BOwdoin Construction Corp. ADMIX. T REPRESENTS / D C.Y. LOAD to DESIGN REQUIREMENTS O O Q PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. 7/A aS B 6 Xi 0-19-8 o In -37 10-14M 29 3qoo D i 149, o : L Z 70 E F TYPE OF BREAK Q Q f 8 Y I 2 �3 4 5 6 7 8 g STRENGTH— 7 DAY C,Doc� 3c BCC 1c CDC 28 DAY - ooh lc RRT OTHER lcLS&S 6c REMARKS THE THOMPSON & LICHTN:7PANY, INC. rt / THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE 9CT ` 181 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 OCT 9 7 1� ..61 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE G(� daz�llm PLACEMENT DATE �J AIR TEMP. °F MIX TEMP. 'F7,,," MADE BY {Q LOAD a SLUMP DATE RECEIVED / nENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. / W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co. CA 3/4 �� . CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS C.Y. LOAD DESIGN REQUIREMENTS .Gap PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. 01161'71A_ A.2,6- o�o� B , i -4 _ 2 8 C 6x 1 , 1 Io_ D Ps 1 E F TYPE OF BREAK + M 1 -22 3 4 5 6 7 8 9 - STRENGTH— 7 DAY— - 3c BCC lC CDC 28 DAY — C-AoOA- lc RRI OTHER lc LS&S 6c REMARKS. THE THOMPSON & LICHTNER OMPANY, INC. � 749 7TIE 'IliON1PSON & LICIIFNER COMPANY, INC. PROJECT No. _ 1424 Consulting Engineers Engineering and Testing Laboratories DATE ACTT 1 1987 III HIM Shoot Cam hridp" N lassai ltusetts 02111 (617) '112 2111 OCT -Q-1987 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE - ----- PLACEMENT DATE AIR TEMP. "F - /- MIX TEMP. °F 76 MADE BY / LOAD SLUMP DATE RECEIVED �- �-��J ENTRAINED AIR MIX-BATCI]ED WEIGI ITS PER C.Y. / WIC RATIO C STORAGE-JOB THEN LAB DAMP 701F FA PLANT ],ynn Sand & Stone Co . CA 3/� pe r,OLIrnACTOR Bowdoin Construction Corp . ADMIX. iter nrSEIITS ) Gj C.Y. LOAD 01-"I1I1nF()1.11PFrAEtlIS PSI @28 DAYS LAB. JOB I' I'Fttt" 1rIt'll l PA I F Ar,F NO. 110. DIMENSIUHS HREAK f:CP TESTED DAIS P.S.I. ?sScA B X /z 3 -- l-9$ s C 11 Boo x'/z . ._.. _q- 6..a - O-&87 E F . TYPE OF BREAK 0 _ H 1 . . 23. - - -.x.A ...5 ,6 7`. 8 9 STnENGTH- 7 DAY- 3c BCC �+ 1 lC CDC 28 DAY lc RRIq OTHER lc LS&S --- 6c REMARKS 111E itiomPSOrl A LICHIT ER COMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 u REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATEG /p ( 7 AIR TEMP. OF /MIX TEMP. OF 7e MADE BY r v / / p LOAD SLUMP DATE RECEIVED ENTRAINED AIR MIX-BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co. /t CONTRACTOR Bowdoin Construction Corp . ADMIX. / ) REPRESENTS %/ C.Y. LOAD DESIGN REQUIREMENTS G a61 PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I.' 670A Q BA xrz ' 14 14 4• S 10 -8-8 B 6x ' i /. o D 6 . i. / - 2Laro E F TYPE OF BREAK fl8M4 3c STR TR NG H- 7 DAY r - S, �; r� , )r Ic CDC 28 DAY — Good z lc RRI OTHER x , lc LS&S fic REMARKS r THE THOMPSON & LICHTNER COMPANY INC THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 0-cl, 2 1 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE Cl�r ypF✓^..1 vJ� �i�. � �—.3 PLACEMENT DATE /a -(� 7 AIR TEMP. OF MIX TEMP. OF 7 MADE BY �f '[f//� AJC LOAD S SLUMP /' DATE RECEIVED j�& ENTRAINED AIR 9� MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co. CONTRACTOR Bowdoin Construction Corp. �j/4 ADMIX. REPRESENTS � Q C.Y. LOAD DESIGN REQUIREMENTS _3 0 o v PSI @ 26 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. A 2 3 S _17 �S3D B 12, a- 0 C I A 6-r .g ' 3390 D 6 x ► z4 6 -32 70 g E F TYPE OF BREAK y no 2 ,3 4 5 6 ,7 8 g STRENGTH— 7DAY— �p�t' 3c BCC lc CDC 28 DAY — Ac RRI OTHER lc LS&S 6c REMARKS . . .h - - THE THOMPSON 8 LICHTNER OMPANY, INC. /7� r' THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. 1424 Consulting Engineers Engineering and Testing Laboratories' DATE 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, rMassachusetts SOURCE A (j a"Yt 'A.-Y O- '¢a i I .,!'�. PLACEMENT DATE / 7 AIR TEMP. °F t �v MIX TEMP. °F MADE BY G /G LOAD 9 SLUMP 7� i DATE RECEIVED _ (( -7 ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CAS cf t� CONTRACTOR Bowdoin Construction Corp. ADMIX. - REPRESENTS Q C.Y. LOAD DESIGN REQUIREMENTS j c Q PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. B X 121 '11(, i a '� 10 _�-Q 2. � SSO I 6xI 1 9 10 -4 -�'1 ', 0 D .J 141 1n _R_4. �. t`� 2) 10 E.. F. q TYPE OF BREAK 1 '2 3 ,4 5 6 7 8 9 STRENGTH— 7 DAY — 3c BCC lc CDC 28 DAY — �oo� lc RRI OTHER 1. - lc LS&S 6c REMARKS THE THOMPSON 8 LICHTNER OMPANY, INC. f 17113117OhIPSON &L LICII'INER COMPANY, INC. rnoJECT Nt� � Consulting Engineers Lngineering and Iishng Laborah"'c�s DATE CP _L I II First Street Cambridge, Masvachucclls 112141 ((,17) 4'r7.2111 --- OCT 1 6 LAI REPORT OF COMPRESSION TEST OF CONCREIE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts J SOURCE PLACEMENT DATE _ 7 Ain TEMP. OF In e� MIX TEMP.. -F70 MADE BY /. O� LOAD SLUMP DATE RECEIVED J CCC111 ENTRAINED AIR �17 MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA /1 PLANT Lynn Sand S Stone Co . CA 7 // CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS /O .Q C.Y. LOAD DESIGN nEOUIREMENTS ..�GC0 PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. g /�Z a BC 6x i 5 __13 5 i-2_z -28 o E ., . .c TYPE OF BREAK " S )+ Y STRENGTH— 7 DAY - (- ^' 3c BCC - lc CDC 28 DAY 16 RRI OTHER Ic LSSS _ s. 6c REMARKS I I IF I I Ir i1.1r'S ('I I ° I Ira I I I1FN ((,)41PANY, IIJC. .� ; '11 IE TITOMPSON & LICHT NER COMPANY, INC. rRJECT Ilo. -_ 1424 Consulting Engineers Engineering and TSling I abomtoric` DATE SEP_1.41987 I I I First Street Candrridge, Massa(huselIS 02111 (117) 11)? 2111 OCT 7.197_ --- REPORT OF COMPRESS1014 TEST OF CONCREIE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE -- _-------- --_-----____— PLACEMENT DATE _ / t� AIR TEMP. OF �Z MIX TEMP. OF �¢ MADE BY '2" 2 /Q LOAD / SLUMP DATE RECEIVED9 /e2, (� y ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. a / W/C RATIO tl fr �:r �7r� ), C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA 3� /� CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS C.Y. LOAD DESIGN REQUIREMENTS �G O O PSI @ 28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. 17 B E F — - — TYPE OF BREAK I 2. u3 4 5 X66 7. 8 9 STRENGTH— 7 DAY^ 3c BCC p lc CDC 28 DAY lc RRI OTHER 6c RE14ARKS II IF Rit'U['�rn11 0 11(31111FR,�'OMr'ANY, INC THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE AIR TEMP. OF �/ MIX TEMP. OF 7� MADE BY i LOAD / SLUMP DATE RECEIVED ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. _ W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS / C.Y. LOAD DESIGN REQUIREMENTS �GDO PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. C D E P TYPE OF BREAK M L.J LJ 8 l w: 2 3 . 4 5 6 7 8 9 STRENGTH— 7 DAY 3c BCC lc CDC 28 DAY- �( F-u lc RR& 1JT11ER a lc LS&S 6c REMARKS THE THOMPSON 8 LICHTNER COMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE OCT - 7 1Q�17 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE 17_j CIq AIR TEMP. OF �s MIX TEMP. OF 7a MADE BY �' � / 0CAD �/ SLUMP DATE RECEIVED n ENTRAINED AIR MIX-BATCHED WEIGHTS PER C.Y. ?_ekji b W/C RATIO C l0/ STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA CONTRACTOR Bowdoin Construction Corp. ADMIX. 114- REPRESENTS C.Y. LOAD DESIGN REOUIREMENTS X000 PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. A 8 B C D E F TYPE OF BREAK 2 3 4' S 6 7 8 9 STRENGTH- 7 DAY-Qom" �rAQ -v 3c BCG lg CDC 28 DAY lc RRI OTHER lc LS&S 6c REMARKS THE THOMPSON & LICHTNER COMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE OCT 1 1987 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE 6 PLACEMENT DATE 174 7 AIR TEMP. OF 72 MIX TEMP. OF ;70 MADE BY f G 'S LOAD SLUMP 71' DATE RECEIVED C?v(2�_�'l ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y.j (, Mdo WIC RATIO C Q STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand it Stone Co . CA ,3/Q �� CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS C.Y. LOAD DESIGN REQUIREMENTS &QQ Q PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO: NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. e " C D E F TYPE OF BREAK u 2 3 4 5 6 7 6 . 9 STRENGTH— 7 DAY Low 3c BCC lc CDC 28 DAY Ic RRI OTHER lc LSCS 6c REMARKS - THE THOMPSON 8 LICHT R COMPANY, INC. THE THOMPSON & LICH'FNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and listing I,aboraturies DATE SEP 14 1987 III First Street Cambridge, Massachusetts 112141 (617) 492-2111 REPORT OF COMPRESSION TEST OF CONCRETE 1 FOR Bowdoin Constr.uct:i-on Corp . , Needham, Massachusetts PROJECT Salem Small. Business , Salem , Massachusetts SOURCE PLACEMENT DATE AIR TEMP. OF 4, MIX IEMP. OF 1702- IF7 MADE BY � / � rot OAD / SLUMP �� 101#0DATE RECEIVED `J ENTRAINED AIR G MIX—BATCHED WEIGIITS PER C.Y. W/C nA110 �,/ lGp a-'eele,lfel4q M-2� C STORAGE—JOB 1HEN LAB DAMP 70^F FA PLANT Lynn Sand & Stone Co . CA 3/!� !' CONTRACTOR Bowdoin Construction Corp.. ADMIX. REPRESENTS C.Y. LOAD •jl. 0 DESIGN REOUIREMENIS __FOOa PSI @28DAYS ,w LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. D �� O 1 j E 0 F 1 TYPE OF BREAK 1" 2 3 4 5 LLL__Ei 7. 8 9 STRENGTH—gA/DAY— (7• p r.i 3c BCC lc CDC 28 DAY /—�C�Otr Ic RRI OTHER lc LS&S 6c REMARKS THE 1I10MT'Snfl R LICHTNEOMPANY, INC 707,1 ,.moi.,:. /;.,� :Yn•i..— - - THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE p� 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 OSI REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE AIR TEMP. OF MIX TEMP. °F 7e MADE BY � / 1 O LOAD ' SLUMP DATE RECEIVED � � ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co. CA �/ i CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS J C.Y. LOAD DESIGN REQUIREMENTS F GGO PSI®28 DAYS LAB. JOB - TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. A o B C D E F TYPE OF BREAK t�✓..JJ L_) LJ 1 2' 3_. 4 5. 8 7 . 8 8 STRENGTH— 7 DAY- L03c BCC - lc CDC 28 DAY lc RRI OTHER ,. ,lc LS&S '6c REMARKS THE THOMPSON 8 LIL�ICHTNER OMPANY, INC. THE THOMPSON & LICIFFNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and listing I aborehnics DATE ----SEP 1961 19� b III First Sheet Cambridge, Massachusetts 02141 ((,17) 1ot2-2111 OCT-__,— REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE J47 AIR TEMP. °F /+ 7,0 MIX TEMP. °F 7�Z MADE BY //,27 LOAD �� SLUMP DATE RECEIVED QI l_,2�/ JI-7 ENTRAINED AIR MIX-BATCHED WEIGHTS PER C.Y. WIC RATIO C STORAGE-JOB THEN LAB DAMP 70OF FA PLANT Lynn Sand & Stone Co . CA 3/5L �' CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS O C.Y. LOAD DESIGN REQUIREMENTS . G G O PSI @ 28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK f CF TESTED DAYS P.S.I. 22 E F TYPE OF BREAKMM -,---� - ---- --_J� II---� - . 1 2 3 F E 7 8 9 . STRENGTH- 7 DAY- 3c BCC lc CDC 28 DAY Gio�d Ic RRI OTHER -lc LS&S REMARKS 6c r. 111E 11101'.11"SUII A LIGNINER COMPANY, INC. - THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE III First Street Cambridge, Massachusetts 02141 (617) 492-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts �y SOURCE PLACEMENT DATE AIR TEMP. OF MIX TEMP. °F 7(O MADE BYa f LOAD SLUMP DATE RECEIVED _ ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. WIC RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co. CONTRACTOR CA ✓/4 �� . Bowdoin Construction Corp. ADMIX. REPRESENTS C.Y. LOAD DESIGN REQUIREMENTS �G G PSI®28 DAYS LAB. . JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. l SA � �6 S7,5 Z- .?S70 B C D E F r,. TYPE OF BREAK 1 2 3 4 5 8 7 e . 8 STRENGTH— 7 DAY 3c BCC Ic CDC 28 DAY lc RRI OTHER ' ac LS&S 6c REMARKS , THE THOMPSON & LICHTNER OMPANY, INC. fTIIE I'liONIPSON & LICIiTNER COMPANY, INC.. PROJECT NO. 1424 Consulting Engineers Engineering and 'Testing Laboratories DATE SEP -e8 1987 III First Street Cambridge, Massachusetts 02111 (617) 192"2111 .__OCT — 6 1987 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE �f PLACEMENT DATE _ AIR "TEMP. OF �� MIX TEMP. OF MADE BY �!�v LOAD SLUMP DATE RECEIVED —F7 ENTRAINED AIR MIX–BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE–JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co. CA 3/4- � ' CONIRACIUR Bowdoin Construction Corp . ADMIX. RFFREFEIITS /j ..40 C.Y LOAD DFSIGI!REOUIREMEN I S 3660 PSI @ 28 DAYS I LAB. JOB IYF'EOF WEIGHT DATE— -- AGE NO. NO. DIMENSIONS BREAK PCP TESTED DAYS P.S.I. B /e2 e2 .14�7__5� y-e? 1 __" P �_" . � 7 0 E F TYPE OF BREAK Q (� 1 2 3 4 ��5---+++ 6 7 e 9. STRENGTH– 7 DAY -- 3c BCC lc CDC 28 DAY – 004 Ic RRI OTHER le LS&S 6c REMARKS THE ItIOMPSON R LICHTNER COMPANY, INC. / 1, THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE OCT - 61987 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE - E7 E7 AIR TEMP. °F & U MIX TEMP. °F MADE BY f- / 3 Q LOAD SLUMP DATE RECEIVEDENTRAINED AIR y- 7 MIX-BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE-JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co. CA CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS / C.Y. LOAD � r DESIGN REQUIREMENTS 3O O Q PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. 7/A ,?ssQ B C D E F TYPE OF BREAK 1. 2 3 4 5 6 7 8 9 STRENGTH— 7 DAY — 3c BCC lc CDC 28 DAY lc RRI OTHER lc LS&S 6c REMARKS THE}T�HOMPSON 8 LICHTNER MPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE OCT - 07 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE ( 7 AIR TEMP. OF g (� MIX TEMP. "F 7e MADE BY � � I� LOAD SLUMP DATE RECEIVED / ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. / WIC RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA 3/^ a CONTRACTOR Bowdoin Construction Corp. ADMIX. t REPRESENTS fQ C.Y. LOAD DESIGN REQUIREMENTS _3 ono PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYYS7 P.S.I. A B C D E F TYPE OF BREAK L'J 2 3 4 5 STRENGTH— 7 DAY- (!�O, 3c BCC lc CDC 28 DAY lc RRI OTHER lc LS&S 6c REMARKS THE THOMPSON & LICHTNER OMPANY, INC. !d ' l' THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. 1424 Consulting Engineers Engineering and Testing Laboratories" DATE 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE /�1C1_ C 7 AIR TEMP. OF \ �� MIX TEMP. OF MADE BY H LOAD 9 SLUMP// CA DATE RECEIVED /5- -� ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. / W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co. CA � tl CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS D C.Y. LOAD DESIGN REQUIREMENTS PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS I BREAK PCF TESTED DAYS P.S.I. � S D .?� d B C D E F' TYPE OF BREAK l J L2J �3J 4 '5 6 . 7 8 9 STRENGTH— 7 DAY — 3c BCC lc CDC 28 DAY lc RRI OTHER „ lcLS&S 6c REMARKS THE THOMPSON & LICHTNEMPANY, INC. vN_ �� u. THE 1110NIPSON & LICHTNER COMPANY, INC. PROJECff� qp Consulting Engineers Engineering and listing laboratories ,Jv4 DATE OCTIII First Shcet Cambridge, Massodmsetts t12111 (6 17) dip-2111 O 11987 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE oC• AIR TEMP. OF �.� MIX TEMP. OF MADE BY LOAD SLUMP DATE RECEIVED — C1 ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. ��/yYtO� W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA �¢ �� CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS -�C.Y. LOAD DESIGN REQUIREMENTS 7� Q PSI @ 28 DAYS LAB. JOB TYPE OF WEIGHT DATE ✓ AGE NO. N�Oj. DIMENSIONgS BREAK PCF TESTED P.S.I. ED 7 DAYS E F --- - TYPE OF BREAK J 2. 3 , 4 5 6 7 8 9 STRENGTH— 7 DAY 3c BCC lc CDC 28 DAY 1_c RRI OTHER le LS&S - .- .. ._. ,.. . 6c REMARKS T I I IF I I Irjt.tl �'nJ s L IL'1l I I IF_R t, MPAIJY, IJyy~`-�^^^r / 4 TITE 1110NI 'SON & LICI{TNER CONIPANY, INC. PROJECT NO. 1424 1 Consulting Engineers Engineering and listing Laburatoriea2 DArE SEP — 1987 III First Street Cambridge, Messachusells 02141 (61' .192-2111 OCT — 11987 REPORT Or COMPRESSION TEST OF CONCRETE FOR Bowdoin Constructinn Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE O n� AIR TEMP. OF / MIX TEMP. -F7,,P' MADE BY LOAD �(o SLUMP DATE RECEIVED tel/ nC ENTRAINED AIR & ' 2S � 7 MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C - STORAGE—JOB IIEIJ LAB DAMP 701F FA PLANT i.ynn Sand & Stone Co . CA CONIRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS Q C.Y. LOAD DESIGN REQUIREMENTS PSI p 28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. egg E F TYPE OF BREAK 1 . 2 3 4 5 6 7 8 g STRENGTH— 7 DAY — Com,b E 3c BCC 1C CDC 28 DAY 6:7nel, t, lc RRI OTHER Lc LS&S - --- - _' 6c REMARKS THE II IOMPS0111 & LICI11NER C MPANY, INC. UIE1110NIPSON & LICIII-NER COMPANY, INC. PROJECT No. 1424 Consulting Engineers Engineering and listing laboratories DATE OCT - I 19RZ III I irs1 tiheel Gunbri 10', Alnss.uhuscIts 02111 (617) 192 2111 REPORT OF COMPRESSION TEST OF CONCRETE . FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE - 3 PLACEMENT DATE AIR TEMP. OF 7� MIX TEMP. °F 76 MADE BY LOAD // -/0 �Q SLUMP DATE RECEIVED 9 /f ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. WIC RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA 3/¢ "Oe CONIRACTOR Bowdoin Construction Corp. ADMIX. REF'RESEHTS C.Y. LOAD UFSIGNRFOUIREI1EF11S �agw PSI @28 DAYS LAB. JOB TT FF OF WEIGHT UAIF AGE NO. NO. DIMENSIONS BREAK - F'CF TESTED DAYS P.S.I. B - ------------ - ------- D - ---- -- F TYPE OF BREAK !^•'\ / 1 /\ /11 Q � � _� ( � T 2 3 5 6 7 8 g STRENGTH— 7 DAY- 3c 13CC lc CDC 28 DAY 1C RRI OTHER lc LS&S �. 6c . REMARKS a TI IE II IOMPSON A LICH11 ER COMPANY, INC. j IHE "I'1iONil'SON & LICICI'NER COAiI'ANl', INC. PROJECTNc�E� 1' Consulting Engineers Engineering and listing Laboralnrics DATE III Ficst Sheet Cambridge, h1assaebusctts 112111 (6 17) 4922111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE ��n��Cl x. e✓/�„ /J/J /`� - z�"'`-"' PLACEMENT DATE 347 �iAIR TEMP. OF ✓� MIX TEMP. OF 70 MADE BY T� / / .G� LOAD SLUMP DATE RECEIVED ENTRAINED AIR MIX—BATCHED WEIGHTS/PER C.Y. WIC RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA /1 PLAN1 Lynn Sand & Stone Co . CA 3/4 ,, CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS Al) 0 C-Y. LOAD DESIGN REQUIREMENTS 3 0 C 0 PSI @ 28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. B D -- E F TYPE OF BREAK STRENGTH— 7 DAY — vo_/ 3c BCC Ic CDC 28 DAY lc RRI OTHER ac LS&S 6c REMARKS . TIIF III( t;1f'r'�ttl ° 1.1171IIIlEn ( MPANY, INC. _ —�i,1'11E THOMPSON & LICHINER CONIVANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Labomtories DATE AUG 27 1987 III First Street Cambridge, Massachusetts 02141 (617) 492-2111 - SEP 18 1987 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE a!/Itzin �!• S��/� PLACEMENT DATE a AIR TEMP. OF MIX TEMP. OF 7� MADE BY LOAD / SLUMP ��i� A/ DATE RECEIVED �C ENTRAINED AIR - /3 47 MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO i C STORAGE—JOB THEN LAB DAMP 70°F ! FA PLAr9t Lynn Sand & Stone Co . CA !/ CONTRACTOR .1. /� Bowdoin Construction Corp . ADMIX. REPRESENTS C.Y. LOAD *I U �-T DESIGN REOUIREMENIS G O 0 PSI @ 28 DAYS Tt LAB. JOB --T --WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. A ' B ibfQ 9-9-82A1_3 0 ,z ► ,6 - � �' o A87 E A F ) fl15 TYPE OF BREAK 8Ma 1 2 3 4 5 6 7 8 9 STRENGTH— 7 DAY— Dpi 3c BCC lc CDC 28 DAY - (So 1C RRI OTHER lc LS&SY s , 6c REMARKS ?.' 11 IE THOMPSON R LICHTNER Cq(v1PANY, INC � 'I'HE I'HOMPSON & LICFI'I'NER CONIPANY, INC. PRDJECTNo. -.- 1424_ Consulting Engineers Engineering and listing Laboratories DATE SEP 141987 III First Street Cambridge, Massachusetts 021.11 16171 1v2-2111 - - REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin ConsLruction Corp . , Needham, 11assachusetLs PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE _ ��// AIR TEMP. OF �z MIX TEMP. °F 77 MADE BY �O LOAD / SLUMP y� // DATE RECEIVED / 9 C y ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. Q wic Rnno C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS O C.Y. LOAD DESIGN REQUIREMENTS _5CO O PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. 617 JA B G D E TYPE OF BREAK 1 2 3 4 5 6 7 8 g STRENGTH— 7 DAY— 3c BCC lc CDC 28 DAY lc RRI OTHER le LS&S -- --. ._.... . . .: ._ 6c REMARKS I I IF II n 1r.Ircr,11 P. I IGI I IIIER ONIPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and testing Laboratories DATE -SEP 141987 Ill First Street Cambridge, Massachusetts 02141 (617) 492-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE / _ A51— — ` ---- PLACEMENT DATE / AIR TEMP. OF 4 //00 MIX TEMP. OF 7�Z MADE BY < t �,"50 DATE / SLUMP 7�I DATE RECEIVED9 C;2o,,a� ENTRAINED AIR G � ^ MIX—BATCHED WEIGHTS PER C.Y. // W/C RANO 0�/ C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . �✓/¢ <'- CONTRACTOR Bowdoin Construction Corp . CA ADMIX. REPRESENIS (� C.Y. LOAD / 0 DESIGN REOUIREMEN IS __?OOo PSI @ 28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. B C D E F TYPE OF BREAK /0 U 8 1 2 3 4 5 6 7 8 9 STRENGTH— gn DAY— (! pcv( 3c BCC Ic CDC 28 DAY lc RRI OTHER lc LS&S 6c REMARKS TFIE I I IOMFSON R LICIITNE OMPANY, INC. f111E THOMPSON & LICIiTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and lesting L.aboraturies DATE SEP - 8 jq9.7 I II first Shod Camhridgv, khgsarlmsrtts 02141 (617) 442 2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, /M�a�Jssachusetts SOURCE G?.... CFC / ry A PLACEMENT DATE AIR TEMP. OF �� MIX TEMP. OF MADE BY �� LOAD / SLUMP W DATE RECEIVED __ n �17 ENTRAINED AIR �j MIX—BATCHED WEIGI118 PER C.Y. W/C rwio C STORAGE—JOB THEN LAB DAMP 70°F FA rt ANT Lynn Sand & Stone Co . CA 3A CON IRACTOR Bowdoin Construction Corp . ADMIX. r Fr r7ESr:rns /.t ` Y I UAD UU•' PF9I(;f1 nE0UInFME11HS PSI(n128 DAYS LAB. JOB I F OF VJFlr;l II UAIF AGF NO. NO. DIMENSIONS BREAK FGF TESTED DAYS P.S.I. E naa � ,aEl � O TYPE OF BREAK 1 2 3 4 5 6 i 8 9 STRENGTH— 7 DAY — (7-, 3c BCC Via: lc CDC 28 DAY l.c RRI OTHER =1c LS&S - m L REMARKS VC THE THOMPSON & LICHTNER COMPANY, INC. "CIIE I'HONIPSON Sc LICIFFNER COMPANY, INC PROJECT NO. 1424 Consulting Engineers Engineering and listing Lahuratotiec DATE -SEP 81987 III first Shret Cambridge, Rlassachuselis 02111 (617) N2-2111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE /0 y1rJ v - /Q PLACEMENT DATE C 3_d' 7 AIR TEMP. OF �! 70 MIX TEMP. OF 72 MADE BY ( 6 //,/Z� LOAD Z SLUMP DATE RECEIVED p_ �J/ ENTRAINED AIR T MIX-BATCHED WEIGHTS PER C.Y. W/C RATIO - - C STORAGE-JOB THEN LAB DAMP 70OF FA PLANT Lynn Sand & Stone Co . . CA 31el CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS 1.2O C.Y. LOAD DESIGN REOUIREMENTS 04060 PSI @ 28 DAYS LAB. JOB TYPE OF - - WEIGHT —DATE AGE NO. NO. DIMENSIONS BREAK PCF IESTEU DAYS P.S.I. B U E F f I IjI n TYPE OF BREAK 1 2 3 4 5 r; 7 STRENGTH- 7 DAY- O 3c BCC lc CDC 28 DAY lc RRI OTHER ;,. . . lc LS&S - - --. . _... ._ . . . . 6c REMARKS _- 111E TIIQMI'SU11LICHTNFRCOMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting'Engineers Engineering and Testing Laboratories DATE AIlUCGtj 1987 111 First Street Cambridge, Massachusetts 02141 (6M 492.2111 J Lr — 3 1987 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE ^c_ PLACEMENT DATE ( 447 AIR TEMP. °F p MIX TEMP. 'F MADE BY LOAD / SLUMP S �� DATE RECEIVEDG /4 '// ENTRAINED AIR j �J MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO /—r' C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA 3V! CONTRACTOR Bowdoin Construction Corp . ADMIX. - REPRESENTSO C.Y. LOAD DESIGN REQUIREMENTS _3,,;6 D PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO: NO., DIMENSIONS BREAK PCF TESTED DAYS P.S.I. ` B D 67 D E F TYPE OF BREAK 11 1�2J 3 4 5 6 7 8 9 STRENGTH— 7 DAY-- I c BCC I 28 DAY — c CDC ,. . . lc RRI OTHER lc LSCS 6c REMARKS THE THOMPSON & LICHTNER MPANY, INC. �A y� TIIE 4110NIPSON & LICIfTNER CONIPANY, INC. PROJECT 110. _1424 Consulting Engineers Engineering and 'Iisting Laboratories DATE - AUGW— UG 2 III Firsl Slrccl Cambridgk-, MISS-1c Rlsells 112111 (617) ,02 2111 .s7pp.EP - 8 iw REPORT OF COMPRESSION TEST OF CONCRETE run Bowdoin Construction Corp , , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts A y� SOURCE /`� G`�� lo i�� -/'X��'L A� Au 7 PLACEMENT✓DATE / 7 AIR TEMP. OF �D MIXT MP. OF 7� MADE BY /��s LOAD SLUMP �C �/� DATE RECEIVED / ( ENTRAINED AIR lJ MIX-BATCHED WEIGHTS PER C.Y. d WIC RATIO r C STORAGE-JOB THEN UAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA CONTRACTOR Bowdoin Construction Corp . ADMIX. T REPRESENTS C.Y. LOAD DESIGN REQUIREMENTS DDD PSI @ 28 DAYS LAB. JOB TYf F OF WEIGFII DATE AGE NO. NO. DIME14SIO14S BREAK PCF TESTED DAYS P.S.I. /'3 A/U- ...i! i//o2 s 1l/7 l% Jf /z4 7 7 B E F TYPE OF BREAK 2 J 3 ^ 5 R 7 8 9 SIRENGTH— 7 DAY 3c BCC Lc CDC 28 DAY - Ic RRI OTHER Ic LS&S 6c REMARKS 11 lr 11IOMf'Sr 1N P. LICII INE( COMPANY, INC. s JOB SITE 13 � J °ND CERTIaI ATE OF OCCUPANCY l! 1 LD 1 N G CITY OF S 1 d: Permit N a of 59 SALEM, MAS y f B ildin Dept. PERMIT ERMIT DATE JANUARY 18 1995 PERMIT NO. 27-1995 APPLICANT WILLIAM G FULLER ADDRESS47 NORTH BELGIAN RD (NO.) (STREET•) (CONTR'S LICENSE) CITY DANVERS STATEMA ZIPCODE011323 TEL.NO. 508-777-1145 MBEROF PERMITTG ALTERATION NUELLING (TYPE OF IMPROVEMENT) ( NO ) STORY OFFICE. (PROPOSED USE'ROFESSI DWELLING UNITS 0 ZON AT(LOCATION) 0038 SWAMPSCOTT ROAD 52 DISTRICT BP (NO.) (STREET) BETWEENHIGHLAND AVE AND. FIRST ST (CROSS STREET) (CROSS STREET) LOT SUBDIVISION MAP 07 LOT 11DEE, BLOCK SIZE 1 LA- PIA ACRES BUILDING IS TO BE FT.WIDE BY FT.LONG BY FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: RENOVATE EXISTING SPACE (NEWS DISTRIBUTI ON CENTER) . J. J. AREAOR Call for Permit to Occupy PERMIT VOLUME ESTIMATED COST 27, OOL71 FEE $ 150. IN (CUBICISOUARE FEET) OWNER ROCKY MOUNTAIN REALTY TRUST I BUILDING DEPT. - ADDREss75 STATE STREET BY .L J. J THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY,ENCROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION,STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBUC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT WHERE APPLICABLE SEPARATE REQUIRED FOR ALL CONSTRUCTION WORK: POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A PERMITS ARE REQUIRED FOR 1.FOUNDATIONS OR FOOTINGS. ELECTRICAL,PLUMBING AND 2.PRIOR TO COVERING STRUCTURAL CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH BUILDING SHALL MECHANICAL INSTALLATIONS. MEMBERS(READY TO LATH). NOT BE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 3.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS '7 PLUMBING INSP 10 A R A ELECTRICAL INSPECTION /APPROVALS kJt.-C e BOARD OF HEALTH a GA INSPECTION APPROVALS FIRE DEPT.INSPECTING APPROVALS 1 � 1 OTHER CITY ENGINEER 2 2 WORK SHALL NOT PROCEEDUNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. AS NOTED ABOVE. OR WRITTEN NOTIFICATION. TitU of �ttlem, fflttssar4usetts Public Prnpertg Department Nuilbing Department (One R3slem (6rern 500-745-9595 Ext. 300 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer April 13, 1995 First American Title ins. Co. RE: .38 Swampscott_Rd._I Salem. VA. To whom This May Concern: In my capacity as Building Commissioner for the City of Salem, Massachusetts, 1 have reviewed the property records on file with the Building Department, the most recent zoning map on file with the City Engineer's Office and the current Zoning Ordinance/By-Law on file with the City Clerk's Office to determine whether the Project is in compliance with the Building Codes and Zoning Ordinance/By-Laws of the City of Salem. 1. The Project is located in a BPD-I Zoning District which lawfully permits the current use of the Project as Self Storage, News Paper Distribution, and Health Club ( "the Current Use" ) . 2. The Project has been constructed and used in accordance with a valid Building Permit issued July 12, 1985 by this office and attached hereto. No additional building permit(s) for alteration, addition, renovation, removal, reconstruction repair, extension or structural change has been issued. 3. The Project's Current Use, including required parking, is authorized and permitted by the Building Permit (and there has been no change of use or substantial extension of such use since the issuance of the Building Permit) , a Certificate of Occupancy dated February 2, 1988, and the Zoning Ordinance/By-Law (by a variance, conditional use permit or special permit) . 4. No notice of violation of the Zoning Ordinance/By-Law, Building Codes, Health Regulations or other local regulations has been issued by this office or is on file herewith. The undersigned acknowledges that First American will rely on this certification to render zoning coverage for this Project. Signed as a sealed instrument this 13th day of April 1995, Leo E. Tremblay Building Commissioner DATE OF PERMIT PERMIT No. OWNER LOCATION 7/12/85 1461 to Rocky Mtn. Realty Trust #1 38 SWAMPSCOTT ROAD � 465 Lakewood CO, STRUCTURE MATERIAL DIMENSIONS No. OF STORIES i No.OF FAMILIESI WARD I COST INDUSTRIAL 3 BUILDER - O E�� 57-y- '1 -10 _ pmectt #461 /-estimated cost $760.000.00---erect office/warehouse and storage 2 storiesa'. B�o4� 1 #462'3- 4� $362,000.00--erect storage DUIlding 2 stories /J7 2/�C�X. 2Esw #463��-� � $412,000.00--erect storage building 2 stoaes e�vcc #r 64---( �j $186,000.00--erect office/warehouse 1 story #465--- $180;000.00--erect manager-residence/affice building 2 stories-(/01j) � 10/6/96 Extension letter in file - 90 days til Jan. 15, 19811 130ARD OF APPEAL: 3/27/85 - GRAN.= - Variance to allow security building to be used. as 2/2/88 11461 CERTIFICATE OF OCCUPANCY ISSUEDidoennce for security personnel (30 Swampscott Rd. ) BUILDING A 2/25/88 11463 CERTIFICATE OF OCCUPANCY ISSUED BUILDING"B" ONLY 3/ 14/88 11462 CERTIFICATE OF OCCUPANCY ISSUED BLDG. 113 ONLY 3/ 18/88 11464 CERTIFICATE OF OCCUPANCY ISSUED BLDG. 11 4 or D 4/8/88 11193-88 Erect 8'X10' sign cost $4,500. fee $32.00 1/18/95 1127-95 Renovate exist. space (News distribution cntr) . est 27,000. fee 150. S.J.J. 9/28/88 11554-88 Erect 2'6"X30' sign (Salem Sign Co.)cost $2,750. fee $21 .00 11/9/88 11637-88 Renovate for Gold's Gym, cost 147,OOO.fee $741 .(Owner Glenn Anthony) 1/24/89 #25-89 Interior renovations as per drawings submitted, cost $20,000. fee $ 185.00 (Contractor - Joseph Mirisola, 613 E. 6th . st. E. 8oston,MA. ) 2/ 1/89 11637-88 CERTIFICATE OF OCCUPANCY ISSUED FOR GOLD'S GYM 2/22/95 1127-95 Cetificate of Occupancy Issued. BUILDING PERMIT '*4 JOB WEATHER CARD DATE ju1 ;T I9 198'� PERMIT NO. 461 APPLICANT David L Ebershoff ADDRESS Englewood Co . M.ALic . 010130 R (NO.) (STREET) ICONTR'S LICENSE( , ) " DRY office warehouse NUMBER OF PERMIT TO erect bldg . _ �i DWELLING UNITS (TYPE OF IMPFOVEMENT) N0. (PROPOSED USE) 38 Swampscott Rd . Bldg . # I Wasd 3 ZONING AT ILDGnDNI P g • 1 (N0.) (STREET( DISTRICT BETWEEN AND CROSS STREET) ICROSS STREET) S UBOIV IS ION OT LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: TO erect office warehouse & storage 2 story bldg . &Manager residence AREA OR VOLUMEJ ESTIMATED COSTS 760 . 000 . 00 FEEMIT p�s . on '.CUBIC/SQUARE FEET) -- -' J OWNER Rocky Mtn . Realty Tr BUILDING DEPT. <DDREss 777So . Wadsworth B1vd .Lakewood Co BYq THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY 09 SIDEWALK OR ALP-$119 E�fElO�b1,4144 RILY OR ;, PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY. NOT SPECIFICALLY PERMITTED DE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOC. . AINEA FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FR TIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. - MINIMUM OF THREE CALL App ROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR I ALL CONSTRUCTION WORN: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL OUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL IN IRE TI TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1.2 e7 T Ate= ARD OF HEALTH GAS INSPECTION APPROVALS FI5.E DrEPT..ItMECTING APP VALS OTHER CITY ENGINEER 2 2 WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. BUILDING PERMIT, 4 JOB WEATHER CARD DATE July 12 , 19 85 PERMIT NO. 464 APPLICANT David L EbeT.sho ADDRESS ng ew0000 ,CO (NO.1 (STREET) (CONTWS LICENSE) PERMIT TGerect bldg . Warehouse NUMBER OF -_ ( 1 STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) 38 Swampscott Rd . , Bldg . 114 _Ward 3 ZONING 1 DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT-BLOCK-SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Erect an office/warehouse , one story high AREA OR VOLUME ESTIMATED COST $ 186 ,000 . 00 FEEMIT $ 563 . 00 C'UBIUSOUARE FEET) OWNER Rocky Mtn . Rlty Tr 777 So . Wadsworth B1vd .LakewoodCO . BUILDING DEPT. ADDRESS BY TRAPS rr(Y�S}T�- �Rjtt{t1 77 ��77 TTh�oo THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART TiAPSIL EITRERDT&MFTORAf7GBAS i, PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REOUIRED FOR PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: CARO KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE ACERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRE D,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBFINAL INSPECTION TI TO LATHI. E FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS M Z GK �3��, �� z 2 ISAARDOF HEALTH GAS INSPECTION APPROVALS FIRE DEPT. INSPECTING APPROVALS � ab OTHER CITY ENGINEER p p WJ WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. I BUILDINO' PERMIT JOB WEATHER CARD L OATE July 12 19 PERMIT NO. 462 APPLICANT David L Ebershoff ADDRESS Englewood Co . _ 010130 _ (NO.1 (STREET) (CONTN'S LICENSE) PERMIT TC erect bldg . I�I sroav storage bld . NNUMBEROF DWELLING UNITS IivPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) 38 Swampscott Rd . , Bldg . # 3 '. Ward 3 ZONING T I OISTR IC IN0.1 )STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP- BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Erect storage bldg . e.REA OR . . EE8 ESTIMATED COST S 36200000 FEE 1_09 I DQ VOLUME J CUSIC/SOUARE FEET) OWNER — Rocky Mtn . Rlty Tr BUILDING DEPT. ADOR Ess _ 777 So Wadsworth Blvd Lakewood ,Co BY pp pp ll THIS PERMITCONVEYSNO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY k9,Cr�R)CEF P3F. AfH2 Urill�W@OY OR 10. PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUI IN ODE, MU5T BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOC I P E �BTAI NED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT REL . IT IONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL App ROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE PLUMBING FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND Z FOUNDATIONS ER FOOT Iry GS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STIUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBER5(REAOY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS .r.Rtw ARD OF HEALTH GAS INSPECTION APPROVALS FIR jE DEPT. INSflCTING AP MALS 6-6 1 1 L L '71 OTHER CITU ENGINEER 2 G�Wr" WORK SHALL NOT PROCEED UNTIL THE US WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR By TELEPHONE STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. �� y�� v��,�f BUILDING PERMIT �T JOB WEATHER CARD GATE July 12 , 19 85 PERMIT NO. 463 APPLICANT David L Ebershoff ADDRESS Englewood Co . _ 010130 (NO.) ISTR EST) ICOATR'S LICENSEI NUMBER OF PERMIT TO erect bld g_ 12 1 :TORY storage bld . DWELLING UNITS (TYPE OF IMPROVEMENTI N0. (PROPOSED USE) AT (L]C4TION1 38 Swampscott Rd Bld Ill Wad'' 3 ZONING g rDISTRICT T (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE By FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: To erect storage bldg 2 Stories VREA OROLUME ESTIMATED COST yT 4 t 2 ° 00� DD FEEMIT S 1 , 24 . 00 !CUBIC/SQUARE FEET) OWNER Rocky Mtn . Rlty Tr ADDREss 777 So . Wadsworth By .La ewoo Co BUILDING DEPT. By of Buildings THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY A T T IEREOF. EIT TEMP ARI L'Y OR ,, PERMANENTLY, ENCROACHMENTS ON PUBLIC PROPERTY. NOT SPECIFICALLY PERMITTE ST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOC TAI NEO FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELcA E �nc nrru�wry i i num fFtE'vmT AINED OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. JONS MINIMUM OF THREE CALL ICA POR ED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEP — ALL CINSPETIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PFRMIT5 ARE REQUIRED FORF ALL CONSTRUCTION WORN: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE. MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL M (RE TO I.ATH1. FINAL INSPECTION HAS BEEN MADE. 3. FINAL L IN INSPECTITI ON BEFORE i OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS aw) BOARD OF HEALTH GAS INSPECTION APPROVALS DEPT. INSPECTING APPROVALS FoDe 7-Ar doxI 0 ErOI OTHER CITY ENGINEER 2 2 �. [ zl��eY WORK SHALL NOT PROCEED UNTIL rUEPERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. r � i� .... �i� j/ - - //� ✓. /ter /j i �.<._L_l/ t'%-� �� . � _ ,�� C J0$ SITE rnnv v��CDND' ! Ci: TiF PRA) OF s?CCU? )'16 Permit uILDING CITY OF SALEI6i.l�y, 4T 8�I ilgin Debt. SALEM, IvAI riv$>w&d4 PERMIT DATE JANUARY 18 1995 PERMIT NO. 27-1995 APPLICANT WILLIAM G FULLER ADORESS47 NORTH BELGIAN RD (NO.) (STREET) (CONTR'S LICENSE) CITY DANVERS STATEMA ZIPGODE011323 TEL.NO. 508-777-1145 MBER OF PERMITTO ALTERATION NUELLING (TYPE OF IMPROVEMENT) ( NO ) STORY OFFICE. (PROPOSED USE)ROFESSI DWELLING UNITS 0 0038 SWAMPSCOTT ROAD . L' oSTRICTER AT(LOCATION) o (NO.) (STREET) BETWEENHIGHLAND AVE AND, FIRST ST (CROSS STREET) (CROSS STREET) LOT SUBDIVISION MAP 07 LOTS_ BLOCK SIZE I Q1_ ='Q1 ATTRFR BUILDING IS TO BE FT.WIDE BV FT.LONG BV FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION ITYPE) REMARKS: RENOVATE EXISTING SPACE (NEWS DISTRIBUTI ON CENTER) . J. J, AREA OR Gall for Permit to Occupy PERMIT VOLUME ESTIMATED COST 27 000 FEE Tr+ - 171 (CUBIdSOUARE FEET) OWNER ROCKY MOUNTAIN REALTY TRUST I BUILDING DEPT. AODRESS75 STATE STREET BY J_ .T_ .T THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET.ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY,ENCROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION,STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASETHE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT I WHERE APPLICABLE SEPARATE REQUIRED FOR ALL CONSTRUCTION WORK: POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A PERMITS ARE REOUIRED FOR I.FOUNDATIONS OR FOOTINGS. ELECTRICAL.PLUMBING AND 2.PRIOR TO COVERING STRUCTURAL CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH BUILDING SHALL MECHANICAL*WALLATIONS. MEMBERS(READY TO LATH). NOT BE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 3.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSP O A R ELECTRICAL INSPECTION APPROVALS Nc Lne— 01, 2 �r�k Z, �'Qd - 1 a c;- 2 BOARD OF HEALTH GA INSPECTION APPROVALS FIRE DEPT.INSPECTING APPROVALS 1 � 1 OTHER CITY ENGINEER 2 2 i 17/ WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED UNE' NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. AS NOTED ABOVE. OR WRITTEN NOTIFICATION. 04/13/85 14:53 '0817 707 1851 DOLBEN COMPANY fa001/002 DOLBEN VIA FAx To 308-744-5918 April 13, 1995 Mr. Leo Tremblay Building Commissioner Town of Salem 1 Salem Green Salem, MA 01970 RE: North Shore Self Storage Facility, 38 Swampscott Rd., Salem, MA. Dear Mr. Tremblay: Pursuant to our discussion this afternoon, First American Titlt: has requested us, as Buyer of the North Shore Self Storage Facility, to seek a letter, as attacted, from the Town of Salem, identifying that the property was built under a valid permit, received a Certificate of Occupancy and meets current zoning. Please review the attached letter at your earliest convenience and, if you have any questions, give me a call. A letter on City stationery can be sent to either ourselves or to our attorney handing title issues, which is Mr. Andrew J. Ley, Esq., at Jager, Smith, Steder & Arata, One Financial Center, Boston, MA 02111. Sincerely, THE DOLBEN COMPANY, INC. Dana G. Pope, CPM Senior Vice President DOP/eeb 75 State Street Telephone rim Boston,Mmsachusetts 02109 617 737-1400 617 737-1851 04/13/95 14:53 $617 737 1851 DOLBEN COMPANY- ID002/002 (City Stationery) 13in7dinoFDe*� *tment�'o ng Iyer TO: Fust American Title.Insurance Company FROM: (Building Commissioner) ) RE: (address).� In my capacity as Building Commissioner for the City/Town of Massachusetts, I have reviewed the property records on file with the Budding Department, the most recent zoning map on file with the City Bngil:eers Office and the current Zoning Ordim ceMy-Law on file with the City Cledes Office to determine whether the Project is in compliance with the Building Codes and Zoning Ordinanee/By- Laws of the City/Town of S � 1. The Project is located in a.EfD J Mmng district which I awfully permits the current use of the Project as e- iUt' 'NIZ�e-c ('the Current Use"). /- UJIC;� L(a 6 2. The Project has been constructed and used in accordance with a valid building permit issued _t v )g Z Z , 19_L�, (the "Building Pecrmit') by this office and attached hereto. No additional building permits) for alteration, addition, renovation, removal, reconstruction, repair, exon or sf:rucuual cbange has been issued. 3_ The Project's Current Use,including requited pmidng,is authr)rized and permitted by the Building Permit (and there has been no change of use or substantial extension of such use since the issuance of the Building Perrait), a Certificate of Ocy dated Z ,Z- Q attached hereto, and the Zoning 6 Ordinance/By-Law (by a variance, conditional use permit or special Permit). No notice of violation of the Zoning Ordinance/By--Law, Building Codes, health regulations or other local regulations has been issued by thio office or is on file herewith. The undersigned aelmowledges that Fust American will rely on this certification to render zoning coverage for this Pmject�--- Signed as a sealed instrument this T day of Building Commissioner