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38 SWAMPSCOTT ROAD - BUILDING INSPECTION 38 SWAMPSCOTT ROAD. J 4 October 3, 1986 � 3�} CITY OF SALEM, MASSACHUSETTS GITY eF 54,-Nr 114ss. Public Property Department Building Department on Salem Green Salem, Massachusetts 01970 r, v Attn. : William H. Munroe �pN Inspector of Buildings U}� Re: 38 Swampscott Rd. Salem, Massachusetts Dear Mr. Munroe, Please consider this letter an application for .another 90 day Building Permit (#010130) extension Ebers h off covering the small tenant business park located at 38 and Swampscott Rd. , Salem, Massachusetts. Company .Due to circumstances beyond our control we were unable to start building as originally scheduled, except for site preparation which has been completed. If you have any questions, please do not hesitate .to call. Sincerely, 55-7��� Erwin Bachrach Project Manager EB/cae cc: David L. Ebershoff Irongate IV 777 S. Wadsworth Boulevard, Suite 206 Lakewood, Colorado 80226 (303) 980-8686 Ctv Ltl 2I�Pl1T� c a5?SC II�E B z uhlic Properfg Departinent JR���.�n+c re"fir �11II[1 t11L� �epMrf112eTtt William H. Munroe i One Salem Green 745-0213 March 19, 1986 Klipp Associates William M. .Racek 3003 East Third Avenge Denver, Colorado 80206 RE: 38 Swampscott Road, Salem, MA zLetter-on-Power Lift Model#EH- 102--- Dear Mr. Racek, Be aware that the State of Massachusetts does inspect all lifts. You may contact the Department of Public Safety at 1010 Commonwealth Avenue, Boston, MA. The telephone number is (617)566-4500. Respectfully —DK Ed ar P qu n Ass B ding7nspector ESP/jdg KLIPPASSOCIATES Professional Corporation i Architects, Interiors, Planners 3003 East Third Avenue Denver, Colorado 80206 303-355-4409 March 7, 1986 Mr. Edgar Paquin Assistant Plans Checker Salem Building Department 1 Salem Green Salem, MA 01970 Dear Mr. Paquin: In response to our telephone conversation of 3/6/86 concerning the use of mechanical lifting devices, I am sending this letter with the enclosed specification sheet of our incorporation of the lift into the facility we are planning at 38 Swampscott Road in your community. The lift incorporates a series of mechanical/electrical interlocking devices which will prevent it's operation unless the following safety features are followed: 1. There is an infared heat sensor which does not allow people to ride the lift up and down. 2. There is a devise which senses whether the roll up doors are in the closed position. 3. The third sensor detects whether the gates are closed. Unless these safety features are all incorporated, the lift will not operate. The lift, as well as the surrounding stairs, are enclosed with a two hr. separation wall which separates it from any portion of the lower level ; your path of travel is from outside directly to the second hall . Principals Brian R. Klipp, AIA Alan E. Colussy,AIA Larry D.Jenks,AIA Cornelius R. (Kin) DuBois, AIA �// i S� �� �� ��� f Mr. Edgar Paquin March 7, 1986 Page Two We would appreciate your review of this information for compliance with the Building Code. If you have any questions, or recommendations, please feel free to call me at (303)355-4409. We will proceed with the implementation of the configuration shown and described and will assume that it will comply with the code and nit holdup the C.O. unless we hear back from you by Tuesday, March 18, 986. Sincerely, )P�v William M. Racek WMR/drh '� 8608ep3.7 ` ,o i Enclosure 5 v •1 P � STANDARD MODEL EH-102 POWRLIFZ SPECIAL MODEL EH-102 POWRLIFT with totally enclosed platform; and interlocking folding gates. 1 f L 1 �{{{ i 3{ ' y rc SPECIAL MODEL EH-102 POWRLI' SPECIAL MODEL EH-102 POWRLIFT with telescoping mast and door with minimum depth mast and openers for intermediate lift he guard rail on platform. FEATURES ■ OPTIONS AVAILABLE-UPON F LJ WN S� SALEM FIRE DEPARTMENT I:)1i-�If1`3 FIRE PREVENTION BUREAU 48 LAFAYETTE STREET ppe[ SALEM, MA 01970 /\/�(� , CES ► , 1;6 �� i'JJ (517) 745_7777 ` 3 �j RECEI\10 ) CITY OF SALEI"01AGS' �!!! September 7.0, 1985 Downer & Mostue Architects, Inc . Ms. Leslie Moldow 13 Regent Street r o S s Cambridge, Ma 021400✓ ��" '• �d Dear Ms . Moldow: Relative to your communication to Mr . Bill Racik of Klipp Associates concerning the requirements of Chapter 148, Section 25E, Massachusetts General Laws, I cannot concur with the interpretation rendered by Mr .. Munroe concerning the insertion of 3-hour walls in lieu of the installation of a sprinkler system . The law states clearly that "the gross square feet of a building or addition shall include the sum total of the floor areas for all floor levels, basements, and sub-basements, measured from outside walls, irrespective of the existence of interior fire resistive walls, floors and ceilings ." In view of the provisions of this section, these buildings shall be required to be protected throughout with an adequate system of automatic sprinklers in accordance with the provisions of the Massachusetts State Building Code. Should you require further information, please contact this office. Cordially, �� ) tA-1_� Robert W . Turner , Fire Marshal cc: Mr . William Munroe 11 P_ N�.fl i'� •,x Downer & Mostue Architects, Inc. 13 Regent Street, Cambridge,Massachusetts 02140 (617) 491-5309 Date: 27 August 1985 From: Leslie Moldow O� Downer & Mostue To. Bill Racik, Klipp Associates Re: Salem Incubator Offices. and Storage Building Sprinkler Requirements We reviewed the Salem Fi-re Marshal 's request, dated 9 July, 1985, for submission of plans for a sprinkler .system, required under Chapter 148, Section 26G of the Massachusetts General Law. Discussion with Fire Marshal turner revealed that this law, adopted recently by the Salem City Council , requires sprinklers for any non- residential .building greater than 7,500 gross sq. ft. He recommended I speak.with the Town Building Inspector, William Monroe, to clarify the definition of gross building area. On 26 August, during a phone conversation, Mr. .Monroe stated that a 3-hr. full-height wall , with pressure treated plywood .roof .sheathing 4'-0" either side located every 7,500 grosssq. ft. of building area, would be sufficient to meet the requirements of Chapter 148, Section 26G. cc. Mr. William Monroe, .Salem Building Inspector Mr. Robert Turner, Salem Fire Marshal CSECTION 26E. Local Option for Smoke Detectors in Private Dwellings. In any city or town which accepts this section, buildings or struc- tures occupied in whole or in part for residential purposes, and not regulated by sections twenty-six A, twenty-six B, or twenty-six C shall, within one year of the date of such acceptance, be e uipped with an approved monitored battery power smoke detector" or n oved primary power smoke detector. For buildings or structures chole or in part for residential purposes and containing a maxi Q well- ing units, either an approved monitored battery power smo e e or an approved primary power smoke detector shall be installed on e h level of habitation and on the basement level; provided, however, that the head of the fire department shall allow the installation of approved monitored battery power smoke detectors. Such approved monitored battery power smoke detector or approved primary power smoke detector shall be installed in the following manner: an approved monitored battery power smoke detector or an approved primary power smoke detector shall be installed on the ceiling of each stairway leading to the floor above, near the base of, but not within each stairway and an approved monitored battery power smoke detector or an approved primary power smoke detector shall be installed outside of each separate sleeping area. For build- ings or structures occupied in whole or in part for residential purposes and containing not less than three nor more than five dwelling units, either an approved monitored battery power smoke detector or an approved primary power smoke detector shall be installed in each dwelling unit outside each separate sleeping area; provided, however, rthat the head of the fire department shall allow the installation of approved monitored battery power smoke detectors; and provided, further, that in all common hallways of said residential buildings or structures a series of inter- connected approved primary power smoke detectors shall be installed. The head of the fire department shall enforce the provisions of this sec- tion. The provisions of section thirty shall not apply to this section. SECTION 26F. Sellers to Install Smoke Detectors; Enforcement. All buildings or structures occupied in whole or in part for resi- dential purposes and not regulated by sections twenty-six A. twenty-six B or twenty-six C shall, upon the sale or transfer of such building or structure, be equipped by the seller with approved smoke detectors as provided in section twenty-six E. The head of the fire department shall enforce the provisions of this section. The provisions of section thirty shall not apply to this section. Section 26G. Installation of Automatic Sprinkler Systems; Enforce- ment. In any city or town which accepts the provisions of this section, every building or addition of more than seven thousand five hundred gross square feet in floor area shall be protected throughout with an % adequate system of automatic sprinklers in accordance with the provi- sions of the state building code. No such sprinkler system shall be required unless sufficient water and water pressure exists . For purposes of this section, the gross square feet of a building or addition shall include the sum total of the floor ' reas for all floor levels, basements and sub-basements, measured from o }de walls, irrespective of the existence of interior fire resistive wills, floors and ceilings. 18P' Downer & Mostue Architects, Inc. 13 Regent Street, Cambridge,Massachusetts 02140 (617)491-5309 4r_ 1 Date: 27 August 1985 From: Leslie Moldow Downer & Mostue To. Bill Racik, Klipp Associates Re: Salem Incubator Offices and Storage Building Sprinkler Requirements We reviewed the Salem Fire Marshal 's request, dated 9 July, 1985, for submission of plans for a sprinkler system, required under Chapter 148, Section 26G of the Massachusetts General Law. Discussion with Fire Marshal. Turner revealed that this law, adopted recently by the Salem City Council , requires sprinklers for any non- residential building greater than 7,500 gross sq. ft. He recommended I speak.with the Town Building Inspector, William Monroe, to clarify the definition of gross building area. On 26 August, during a phone conversation, Mr. .Monroe stated that a 3-hr. full-height wall , with pressure treated plywood roof sheathing 4'-0" either side located every 7,500 gross sq. ft. of building area, would be sufficient to meet, the requirements of Chapter 148, Section 26G. cc. Mr. William Monroe, Salem Building Inspector Mr. Robert Turner, Salem Fire Marshal Ow , o oaAEW10 Engineers and Environmental Planners I& {t'IItAA 111104 .f til °ertr 235 Wast Central Street, lyptic*jygsjacbusetts 01760 (617)651-3401 tCii;TY'OF SALE6i,:Pg1S,S. February 26, 1985 Ms. Dale E. Yale Staff Advisor, Planning Board City of Salem One Salem Green Salem, MA 01970 . Subject: Application for a Wetland and Flood Hazard District Special Permit by David Ebershoff (2/19/85) Dear Ms. Yale: The application submitted by us on behalf of Mr . Ebershof.f for the proposed development along Swampscott Road includes site plans at the scale of 1 inch equals 40 feet . The Special Permit regulations require plans at a scale of 1 inch equals 20 feet. We request the Planning Board waive this requirement and accept the 40 scale drawings. Our request is based on the following: 1. The project is located on one lot which can be shown , at 40 scale, on one 24 by 36 inch standard engineering design sheet, and 2. No engineering detail pertinent to the project is lost in using the"40 scale drawings. Thank you for your consideration. Very truly yours, " r Richard A. MOore, P.E. RAM/rr Jcc Richard MacIntosh, Building Inspector e �,cowwrq� 111 to of "inti , ,.;J.l�l(-Lss(-11�114-tsdfs # ? �GY `�S��JJ Y 1, !! Public PrnpertU Departinent TJhcoMmc o°�nt Pnllbinq ]n Farhurnt William H. Munroe One Salem Green 745-0213 - I July 8 , 1986 David L Ebershoff Ebershoff and Company Irongate IV 777 South Wadsworth Blvd . Suite 206 Lakewood , Colorado 80226 RE : 38 Swampscott Rd . , Salem, MA Dear Mr . Ebershoff: - - As per your request , I have reviewed the revised building plans for your project located at 38 Swampscott Road, Salem, Massachusetts . Upon notification from the City of Salem Fire Prevention Bureau that the fire protecting system meets with their approval this office is prepared to grant its approval for the structural design . Sincerely , r William H . Munroe Inspector of Buildings WHM : bms M I F A, PROJECT INFORMATION STATEMENT INDUSTRIAL REVENUE BONDS AND/OR MORTGAGE INSURANCE FINANCING Purpose: This Project Information Statement is designed to provide a brief description of the proposed project and financing in order to enable MIFA's staff to determine whether the project appears eligible and to offer the applicant assistance in obtaining financing. Please refer to MIFA's Annual Report for an explanation of these programs before completing this Statement. Instructions: Answer all questions or insert "N/A" where questions do not apply, and submit three copies to MIFA. Pollution control projects should also be described on the Supplemental Form, available upon request. MIFA's staff is available to answer any questions you may have or to provide assistance in completing this form. I. APPLICANT - PROPOSED OWNER OF THE PROJECT* A. Proposed Owner's Name: Rocky Mountain Realty Trust Mailing Address: 777 S. Wadsworth Boulevard Lakewood, Colorado Zip Code: 80226 Telephone: Area Code ( 303 ) 980-8686 *The Applicant should be proposed owner of the project. See I (H) and (I) below for additional information required when one or more occupants will be different from the project owner. Applicants having a long-term leasehold interest in the project site as lessee (as opposed to full ownership in fee simple of the land) may be considered - the owner, but should disclose the lease terms in item II (c) below. BOND COUNSEL: Please indicate your bond counsel's firm name, address, phone number and the individual to contact: TINTI, QUINN & SAVOY 222 ESSEX STREET SALEM, MASSACHUSETTS 01970 (617) 745-8065 PETER R. MERRY, ESQUIRE Massachusetts Industrial Finance Agency 125 Pearl Street Boston, Massachusetts 02UO Telephone:617-451-2477 -2— Business Organization: Corporation , Partnership , Sole Proprietorship , or Other (describe) Mass. Realty Trust Is the proposed project owner a subsidiary of, or affiliated with, any other organization? No If so, indicate relationship and name of related organization: C. Standard Industrial Classification (SIC) Code number: Other Principal D. Officers Name and Address Business Affiliations $ $ISCX Trustee David L. Ebershoff President, Ebershoff and 777 S. Wadsworth Blvd. Company Lakewood, Colorado 80226 Trustee James Berry Craddock President, Craddock Craddock Development Company Development Company X*XXXHAD¢GC Colorado Springs, Colorado XPEOLVUtem E. Name, business address and phone number of officer to whom all notices and .communications concerning the project should be sent by MIFA. Mr. David L. Ebershoff 777 S. Wadsworth BlQ. Lakewood, Colorado 80226 F. Equity owners of 10% or more. If publicly held, indicate stock exchange traded on. If partnership, list general and limited partners and interest owned by each. If trust, list beneficiaries and % equity. Name % of Equity Interest Owned David L. •Ebershoff, .Trustee 50% James Berry Craddock, Trustee 50% -3- G. Is the proposed occupant(s) different from the proposed owner of the project? yes If yes, please attach a schedule which answers all the questions in Section I, A through I for each separate occupant, including the square footage each "principal user" (10% or more of project site) will occupy; include the terms of proposed leases. If the project is "speculative" (without identified tenants), please submit "Exhibit A", attached. See Exhibit "A" attached. H. Attach a brief company history of the applicant and each "principal user" (10% or more of project site) with 5, copies of the most recent year-end and/or interim financial statements or annual reports for each; also include onecopy each of the year-end financial statement and/or annual report for the previous two years.* Also indicate whether applicant or any occupant has ever filed for bankruptcy or protection against creditors. If yes, give dates and explain. *If applicant and/or principal occupant is a realty trust, partnership or individual, submit one current, signed, Personal Net Worth Statement. Submitted are signed Personal Net Worth Statements by the Trustees. II PROPOSED PROJECT A. Location of proposed project including address (with zip code) , and size of the site in acres.- 10.2 acres Swampscott Road, . Salem, Massachusetts 01970 B. Indicate present legal owner of the project site; if presently owned by the• applicant, indicate date of purchase, seller, and current use of site. Joseph.-G.. and Lilian Ragone C. If project site is not now owned by applicant, is applicant currently leasing the site? No - or planning to lease? No If yes in either case, indicate terms of lease or proposed lease. D. If applicant has recently acquired or proposes to acquire the project site by purchase or lease, indicate any relationship between the applicant or any proposed occupant or any of their principals and the seller or lessor (or any of their principals) . None -4- E. At the project site: 1 . Is there an existing plant(s)? No If yes, indicate present use, size of building in square feet, and approximate age. (For CARD projects, please include historical information on the building, if available) . 2. Will the project include construction of a new building? Yes If yes, indicate type, size in square feet and general description of building to be constructed on the site (e.g. , metal, concrete block, Butler, etc.) and attach rendering of proposed project, if available. There will be construction of two buildings, totalling 71,800 square feet, The buildings will be Pier & Beam foundation, Masonry & frame construction, trussed roof system and asphalt shingle roof. * See attached sheet entitled "Other Project Costs" 3. Will the project include the construction of an addition or other improvements to an existing plant? No If yes, describe the addition or other improvements, and attach an artist's or architect's rendering of the proposed project, if available. 4. Will the project consist of the construction or rehabilitation of a building for use by one or more commercial enterprises (for example, hotels, office buildings, retail stores, etc.)? N/A a. If yes, is the building and/or site designated as part of a Commercial Area Revitalization District (CARD) Plan adopted by the municipality? b. If yes, name of CARD plan: CARD C. Name and telephone number of municipal official to contact for confirmation. 5. With respect to II E (2) ,(3) and (4) above, give estimated construction/rehabilitation period 8 months Has construction/rehabilitation commenced? no If so, discuss the extent of such commencement and the approximate date of completion. November, 1985 F. Indicate the principal products, uses and activities planned by each of the project's "principal users" (10% or more of the project site) . See Attached Sheet entitled Business Uses. -5- Does the project include the purchase of machinery and equipment? No If yes, please attach a list with the approximate description and estimated cost of each item. H. What is the estimated useful life of the project's buildings? 18 years of any machinery and equipment? N/A Indicate sources of these estimates. ACRS I. Indicate briefly the reasons for which the applicant (and any principal occupant) is undertaking the project. Project will permit users to have office space for additional employees, have space to store excess inventory and rocords, a place for new small businesses to start-up and expand as their needs require. J. Describe any additional needs for public facilities created by the project (e.g. , access to water and sewer, roadways, police and fire protection, etc.) , the ability of the municipality to meet these needs, and the extent to which any action has or will be taken to meet them. None K. Does the project fall within any of the project criteria attached as "Exhibit B - Environmental Exemptions" to this application? No If so, which ones? Note: MIFA has been exempted from the filing requirements of the Massachusetts Environmental Policy Act except for projects in certain critical areas or of extremely large size as described in Exhibit B. L. Is the project site or building listed in the State Register of Historic Places? No Is the project site or building within the boundaries of an historic district listed in the State Register of Historic Places?N_ If answer is "yes" to one or both questions please indicate name and telephone number of person you contacted for confirmation. -6- III. EMPLOYMENT A. Indicate number of full time employees by wage level as shown below: Total 6 Total # At New Employment To Be Total $ At Project Other Mass. Attributable Transferred Outside of Site Today Sites Today To The Project To New Site Mass. Above -0- -0- 56 -0- -0- $5.02/hr. -0- -0- 14 -0-. -0- Below ' `. . ...._, $5.02/hr. B. With respect to the anticipated new employment attributable to this project, please attach a list providing general job descriptions for each of these new employees. Sales personnel, contractors, manufacturing and distribution-type jobs, secretarial and other support staff. C. If proposed occupant(s) has present employment within Massachusetts at a site or sites other than the proposed project site, indicate the location of those sites and employment at each, and indicate whether any facility at those sites will be closed of existing employment reduced or transferred as a result of the proposed project. N/A D. Has the project, so far as feasible, been located in a low-income area of a municipality so that employment opportunities will become available to residents of such area? Yes Explain. This project is in an area that is zoned for industrial and commercial uses, and is located in an area that is near a low-income neighborhood. E. Is MIFA's'guaranty being requested by your lender? No If yes: . 1. Indicate any fringe benefits offered to current employges.; i.e. , paid vacations, health insurance, retirement plan, etc. 2. Indicate any such fringe benefits to be offered with any new jobs to be created as a result of the project. IV. LENDER/BOND INVESTOR A. Name and address of principal bank(s) of account including name, phone number and title of loan officer. Shawmut Bank of Boston One Federal Street Boston, Massachusetts 02110 Ms. Dorothy W. Waldron (617) 292-3978 -7- B. Has the applicant obtained a lender/investor willing to make the loan/purchase of the revenue bond? No If yes: 1 . Indicate name of investor, address, phone number and name and title of loan officer to contact. N/A 2. Indicate proposed terms of loan/revenue bond, including interest rate, maturity, amortization schedule, prepayment options or calls, etc. Attach commitment letter. N/A 3. If MIFA's insurance is being requested, would the lender/investor make the loan without insurance? N/A On what terms? C. If the applicant has yet to obtain a commitment from a lender/investor, indicate: 1. Financing terms being sought by the applicant for the project: 75% or Prime Rate 15 year - straight amortization 2. Any lenders/investors approached to finance the project ,and the degree of any interest or refusals received to date: Shawmut Bank of Boston - interested, no refusals D. Indicate the portion of loan/bond proceeds to be used to repay existing debt, if any, incurred after official action, and explain (i.e. , to retire existing mortgage, to repay construction advances, etc.) . N/A E. Have you received information on MIFA's new Guaranteed Loan Programs? Yes If not, would you like to? V. Please note that Massachusetts General Laws, Chapter 79A, the state's relocation law, applies to borrowers using MIFA financing and such obligation accrues at the time of application. The applicant's attorney should be consulted on this issue to determine applicability of state law to the proposed project. After consultation with your attorney, does it appear that your project will involve relocation? No VI. TOTAL PROJECT COSTS Indicate below the estimated costs associated with the proposed project. Do not include working capital needs, which are not eligible for revenue bond or guaranty financing. Please be sure to incorporate all items directly attributable to the cost of each project (construction interest, utilities, HVAC, site improvements, architectural and engineering fees, etc.) and attach a breakdown itemizing these costs. DESCRIPTION OF COST 1. Real Estate Acquisition Land ( 10.2 acres) $ 217,000 Land and existing building ( acres and sq.ft.) Existing building ( sq.ft.) 2. Renovation/Construction .(attach breakdown if necessary) Construction of new building: $2,511,800 industrial space ( 800 sq. ft.) commercial space ( sq. ft.) Other costs (explain) construction interest 416,670 Rehabilitation of an existing building: industrial space ( sq. ft.) commercial space ( sq. ft.) Other costs (explain) Construction of an addition to an existing building: industrial space ( sq. ft.)' commercial space ( sq. ft.) Other costs (explain) 3. Equipment Acquisition (attach breakdown, if necessary) Production/manufacturing: Office—related: Pollution control/waste 'recovery: Installation: Other (explain) : 4. Fees related to the project (MIFA, bank counsel, bond counsel, 75,530 underwriter, etc. Attach breakdown) : TOTAL PROJECT COST $ 3,221,000 * See Attached Sheet entitled'Other Project Costs' VII. FINANCING PROPOSED A. Industrial revenue bond 3,221,000 B. Other (UDAG, CDBG, facade grants, etc). Attach specifics. C. Conventional D. Equity E. MIFA's mortgage insurance (if requested by lender) Real estate: Equipment: TOTAL PROJECT FINANCING: $ 3,221,000 -9— IIVORSAaT N01MCE to APFLICA=1 Eligibility for financial assistance by lIIFA is determined by the information presented in this Statement. Any changes in the status of the proposed project from the facts presented herein aiat be brought to the attention of MIFA. If you have questions, please contact the HUA staff. WA requires that it be represented by its attorneys in its review of this project and any financing documents which may be submitted to the Agency, and the applicant hereby agrees to reimburse MIFA for reasonable attorney's fees incurred in this review. FROCESSUM FEES For all MIFA issues: A. A $500 application fee is due upon submission of the 'Official Action' package. This fee will be non—refundable but will be credited toward the issuance fee. B. An issuance fat of 1/2 of 12 of the principal amount of the bond is due at closing, minus a $500 credit for the application fee. This fee may be paid out of bond proceeds. For ALL issues for charitable (Non—profit institutions) issues: i A. For MIFA issues only, a .3500 application fee is due upon submission of the 'Official Action' package. This fee will be non—refundable but will be credited toward the, issuance fee. B. An .issuance fee of 1/4 of 1% of the principal amount of the bond is due at closing, minus a $500 credit for the application fee_. Ibis fee may be paid out of bond proceeds. For A11 IDFA Issues: The issuance fee of 1/2 of 1% is due to MIFA at closing. For All Refunding Issues: Whether MIFA or IDFA issued, only a $500 fee is due to KIFA at closing. -10- A'rfACHRMTS ( For both IDFA and NIFA Bonds) IDFA projects please note: Bond counsel should forward Co MIFA's attention one copy of the applicant's Project Information Statement before the project has received initial approval from the local authority. Have you enclosed: A. Public hearing notice as published (include actual nevecllp) and as posted in the municipality. Include the date of publication if not evident on the neveelip itself. B. A brief history and description of each principal occupant; if CARD or speculative project, include information on developer's experience. C. For CARD projects, one complete set of architectural plans/drawings/specs for proposed projects. D. A product brochure, if available. E. A breakdown of fees, equipment, etc., if necessary. F. Five copies of the most recent year-end and/or interim financial statements or annual reports for each 'principal user'; also include one copy each of the year-end financial statement and/or annual report for the previous two years. For realty trust partnerships and individual. applicants include five copies of most recent financial statement (form available upon request). G. Income and expense statement for all CARD projects and speculative industrial projects (see attached form). H. Commitment letter from lehder/bond purchaser. CERTIFICATION the undersigned hereby represents and certifies to the best of his/-her knowledge and belief that the information contained in the foregoing Statement and exhibits or attachments hereto is true and complete and accurately describes the proposed project, and agrees to promptly inform MIFA of any changes in Cha proposed project which may occur. 47" Signature:/ DATE: title: ` Gam" ` EXHIBIT A ENVIRONMENTAL EXEMPTIONS In general, an application to MIFA will not subject a project to the state's Environmental Policy Act. However, certain exceptionally large projects or projects located in certain coastal areas or other areas designated by the Secretary of Environmental Affairs.will .be subject to the state's environmental review. These special projects and critical locations are summarized as follows: 1. Certain Projects 50 Acres or More 1. Any new non-residential construction project (other than utility lines) entailing direct alteration of more than 50 acres of land. Wetlands 2. Any project requiring alteration of ten or more acres of land subject to c. 131 sec.40 (the Massachusetts Wet- lands Protection Act) . Streams 3. Stream channelization or channel re- location of 2000 feet or more. Water Supply 4. New impoundments .of more than one billion gallons of water. 5. Any water supply project involving the development of more ttan '5 m.g.d. safe yield. 6. . Any MDC project or contract to supply water or sewer service to a city or town not previously supplied by MDC; and project or contract which would increase existing MDC water or sewer service to a city or town by more than 202. 7. Any project using more than 100,000 - gallons per day of water from a public water supply. Highways 8. Construction of a new state highway of any dimension, or construction of any other new public road subject to MEPA which is greater than four lanes in width or 2 miles in length. 9. The expansion or modification of a public road subject to MEPA, other than a bridge or an at-grade intersection, which (1) increases the design capacity of such road more than 50% beyond its previously exist- ing design capacity, or (2) involves earth disturbance of 5 or more acres per mile. 10. The addition of one or more interchanges to a completed limited access highway. Rapid Transit 11. Construction of any new rapid transit line on a new right-of-way; extension or abandonment of an existing rapid transit line. Logan Airport 12. Construction at Logan Airport of a major new air passenger or air cargo terminal or new airfield runway; extension by Massport of an existing runway. Marinas 13. New marinas of 250 slips or more. Over 500,000 sq.ft. 14. Construction of a non-residential project of which gross interior floor space exceeds 500,000 square feet. Over 300' Height 15. Construction of a building of which the total height exceeds 300 feet. Over $20,000,000 16. Any major joint development project, under- taken with state funds and/or state acquisition or transfer of land (including air rights) in conjunction with private developers or municipalities, having a total project coat in the Commonwealth in excess of $20,000,000 Residential 17. Construction of 350 new residential units or more. Traffic 18. Any project providing more than 1000 new parking spaces; any project generating the g-eater of 10% increase in Average Daily Traffic of 1000 Average Daily Traffic. Historic Buildings 15. Any project entailing demolition of a building listed on the National Register of Historic Places or designated by the Boston Landmarks Commission. Marine Terminal 20. Any new mar`nn terminal, or expansion of an existing terminal, to accommodate vessels, other than fishing, passenger or Coast Guard vessles, of greater than 25 gross tons. 011 Refinery 21. New oil refineries. Fuel Tanks 22. A tank for the storage of no. 2 or no. 6 fuel oil with capacity greater than 4,200,000 gallons; a tank for the storage of any other flammable fluid with capacity greater than 150,000 gallons. Pipelines 23. Construction of a new pipeline for the' transportation of water, natural gas, petroleum or sewage of. more than 10 miles in length; construction of any new submarine pipeline greater than 1 mile in length. Electric Plants 24. New electrical generation units capable of producing over 100 W. Nuclear Plants 25. New nuclear electrical generating units, storage sites for nuclear waste from or reprocessed fuel for such units, and nuclear fuel reprocessing facilities. Power Lines 26. Electrical transmission lines of 230 KV and above of which 5 miles or more are located on new, previously unutilized, or expanded right-of-way. Fossil Fuel Plants 27. New fossil fuel utilization facility or fuel conversion to coal of an existing facility having an energy input capacity greater than 500 million BTU's per hour. Air Emissions 28. Any new industrial facility haveing the potential to emit over 250 tons per year of an air contaminant�afer the imposition of required controls. Landfills 29. New sanitary landfills capable of receiving more than 300 tons of solid ,waste per day or greater than. 100 acres in size. Incinerators 30. New Resource recovery facilities or incinerators capable of receiving more than 300 tons of solid waste per day. Hazardous Wastes 31 . Site for disposal of hazardous wastes as defined by DEQE other than permitted stabilized metallic sludges. II. Certain Locations Seashore 1. Any project located within 100 feet of a coastal area (defined as any coastal drive, barrier beach, coastal bank, salt marsh, salt pond or shellfish bed) . Designated Area 2. Certain areas have been designated as "Areas of Critical Environmental Concern" by the Massachusetts Executive Office of Environmental Affairs. Those areas are: Ceder Swamp, Westboro. EXHIBIT B FOR COMMERCIAL PROJECTS IN "CARD" AREAS AND FOR ALL SPECULATIVE PROJECTS (INDUSTRIAL AND COMMERCIAL) Prior to "Official Action" please submit the following attachments: 1. A market analysis (required for speculative projects) -Definition of market area -Survey of existing supply -Survey of supply about to come on line -Analysis of demand -Potential rent levels and lease terms (estimate) 2. Projected Income and Expense Statement and Cash Flow (see attached _... form) 3. Development history " of applicant: qualifications and - projects undertaken and completed. 4. For CARD projects, one complete set of architectural .plans/drawings/ specs for proposed project: Prior to "Final Action": 1. An updated Income and Expense Statement and Cash Flow 2. A summary of lease terms with list of tenants (including sq.ft. occupied and cost/sq.ft.) 3. If leases not secured, letter of commitment from prospective tenants. Projected Income and Expense Statement (Annual) Potential Gross Income Year 1 Year 2 Year 3 square feet @ $ /sq.ft. $ $ $ industrial use square feet @ $ /sq.ft. $ $ $ office use square feet @ $ /sq.ft. $ $ $ retail use Total Rent Collections $ $ $ LESS Allowance for Vacancy ($ ) ($ ) ($ ) and Income Loss Effective Gross Income $ $ $ LESS Operating Expenses: Real Estate Taxes Insurance Management Janitor Water Electricity Heat Supplies - --- Advertising _ Accounting/Legal Fees Ground Maintenance Repairs 6 Maintenance (building) Total Operating Expenses $ Net Operating Income $ $ $ LESS Projected Annual Debt Service $ $ $ CASH FLOW $ $ $ CASH FLOW STATEMENT Total Budget Mo. 1 Mo.2 Mo.3 Mo.4 Mo.5 No.6 Mo.7 Mo.8 Mo.9 Mo. 10 Mo 11 Mo. 12 I. Development Costs Architectual 6 Engineering Construction: (itemize major components) Marketing Legal Construction Interest Project Supervision Insurance Contingency TOTAL DEVELOPMENT COST II. Operations Rental Income + Operating Expenses (itemize) Net Operating Income III. Total Funding Required FEE BREAKDOWN MIFA FEE $ 16,105 BOND COUNSEL FEE 15,000 BANK COUNSEL FEE 3,000 ACCOUNTANT FEE 3, 195 ARCHITECTURAL AND ENGINEERING FEE 35,530 SALEM I.D.F.A. FEE 2,700 TOTAL $ 75,530 OTHER PROJECT COSTS This Project is broken into two parts, one part clearly qualifies as an industrial use, and one part may not. The numbers listed on Page 8 of the Project Information Statement reflect only the industrial use part of the Project. The entire cost of the Project, will be $4,500,000, of which $3,220,000 will be funded with an industrial development bond. For a breakdown of uses, see "Building Summary" which is part of Exhibit "A". Exhibit "A" SALEM SMALL TENANT BUSINESS PARK BUSINESS USES r We sampled a variety of businesses, some 100 in all, and we found the following needs : Type of Business Proposed Usl Sq. Feet Furniture store Inventory 500 Bakery Inventory 100 Shoe retail Inventory 400 Market Inventory 400 Youth center Storage materials 200 Fur company Inventory 200 Auto leasing Records & equipment 1 , 000 Publishing firm Inventory 400 Piano company Inventory 500 Chiropractor Records j 100 Optical company Records & inventory 200 Donut company Raw goods i 100 Restaurant Raw goods &equipment 300 Coin shop Materials & ,records 100 Clock repair Manufacture & repair 700 Sail maker Manufacture ! & repair 1, 400 Furniture maker Manufacture ! 700 Bootery Inventory 1 700 Department store Inventory & records 500 Motorcycle shop Inventory 500 Parker games Inventory & records 400 Boat repair Manufacture 700 Motel Supplies & �ecords 300 Upholstery Manufacture) 700 Hardware store Inventory & records 500 Auto parts inventory 300 Mill outlet Inventory 500 Health spa Supplies 300 Fabric store Inventory 200 Fish market Supplies & equipment 300 Taxidermy Manufacturel & repair 700 Radio and T.V. shop Manufacture' & repair 700 Technician Labs Manufacture' & repair 700 Paint and wallpaper Inventory i 500 Craft shop Inventory 1 200 Book store Inventory 300 Jewelry store Inventory &; records 100 Stationery store Inventory l 200 Souvenir shop Inventory j 200 Propellor reconditioning Manufacture & repair 700 Bicycle shop Inventory I500 Marine supplies Inventory 300 Saw sharpening Equipment &l manufacturing 700 Appliance repair Repair & manufacturing 700 Sporting goods Inventory &; records 500 Small engine components Manufacturing 700 Door &window company Manufacturing 700 Carpenter mill work Manufacture & repair 1, 500 Manufacturer' s representative Inventory I 500 Hospital Supplies & records 500 Curtain shop Manufacture & raw materials 200 Family kitchen center Mfg. , materials & inventory 700 Home Improvement Center Inventory , 500 Shutter manufacturing Manufactur�;ng 1, 500 Used furniture Inventory 500 I .B.M. Inventory 500 Bank Inventory & records 2 , 000 Camera store Inventory distribution 400 Computer company Inventory 6! distribution Exhibit "A" SALEM SMALL TENANT BUSINESS PARK BUSINESS USES - CONTINUED Type of Business Proposed Use Sq. Feet Plumbing and heating Inventory, Mfg. & . Distribution 11000 Department store Inventory & distribution 500 Xerox Inventory 300 Florist shop Manufacture, inventory, & equipment 400 Ceramics business Manufacture & inventory 500 Fishery Equipment & records 400 Liquor store Inventory & records 400 Computer business Manufacture & assembly 700 Research scientist Manufacture , assembly & records 700 Venetian Blind Co. Manufacture & inventory 400 Sewing machine Repair & manufacture 700 Insurance Co. Records & forms 200 Memorial Co. Inventory & records 500 Floor covering Inventory 600 Catering Equipment & records 200 Data Processing Co. Equipment & records 300 Nursery & Day Care Equipment & records 200 Lighting Company Equipment & inventory 400 Painting contractor Equipment & supplies 300 Sewer Company Equipment & supplies 200 Audio sound company Inventory & supplies 700 Audio sound company Manufacture & repairs 700 Recreation club Supplies, equipment, records 300 Trailer hitches Manufacture & inventory 400 Sign company Manufacture & supplies 700 I Exhibit "A" SALEM SMALL TENANT BUSINESS PARC JOBS DESCRIPTION Jobs Created Building #1 : 14 , 700 sq . ft. Small tenant office and ware- house space will create manufacturing and distribution jobs - secretarial - blue collar and white collar distri- bution 25 9 , 000 sq. ft. Small heated warehouse space with access doors to restrooms and hallways will create manu- facturing and distribution jobs and also support people 10 15 , 600 sq. ft. Small warehouse space for inventory , etc. Climatized and environmentally controlled. Will create distribution and secretarial jobs - also will create space for businesses to retain people and growth in the immediate geographical area. 15 Building #2 : 16 , 800 sq. ft. Heated, utilities , 9 ' high industrial small tenant warehouse space will create distribution and manufacturing jobs as well as support people . 10 15 , 700 sq. ft. Small tenant warehouse storage space for distribution, inventory storage will permit businesses to expand and stay in geographic area. 10 Employment Summary : 808 of wages will be in excess of $5 . 00 per hour 208 of wages will be less than $5 . 00 per hour 708 will be new employment attributable to the project as there is nothing like it in the area and will permit new businesses to start up, grow and expand, and to handle new products . 308 will be from growth in the area and will permit businesses to expand and also give them additional facilities and space to keep them from relocating outside the geographic area. Exhibit "A" SALEM SMALL TENANT BUSINESS PARK BUILDING SUMMARY Building #1: 1st Story: 14 , 700 sq. ft. 100% Industrial Small tenant office and warehouse space 9 , 000 sq. ft. 100% Industrial Small warehouse space with access doors to corridors and restrooms 2nd Story: 15 , 600 sq. ft. 100% Industrial Small tenant business record storage & computer files - temperature controlled Building 42 : 1st Story : 16 , 800 sq. ft. 100% Industrial Heated 9 ' high industrial small tenant space 2nd Story: 15 , 700 sq . ft. 100% industrial Storage space - inventory , records , etc . - various sizes from 5 ' x10 ' to 10 ' x 20 ' Building #3 : 1st Story: 16 , 800 sq . ft. 100% Industrial Storage space with electric lights, water available - light business - various sizes from 5 ' x 10 ' to 10 ' x 30 ' Building #4 : 1st Story : 16 , 800 sq. ft . 100% Residential Self storage space - various sizes from 5 ' x 10 ' to 10 ' x 30 ' 2nd Story : 16 , 800 sq . ft . 100% Residential Self storage space - various sizes from 5 ' x 5 ' to 10 ' x 30 ' Projected Tenant Mix : Industrial 88 , 600 sq . ft. 72% Residential 33 , 600 sq . ft. 28% 122 , 200 sq . ft. 100% Exhibit "B" SALEM SMALL TENANT BUSINESS PARK , PROJECT INCOME Income: Annual Rent/ Annual Sq. Ft. Sq. Ft. Rent Building #1 : 1st Story : 14 , 700 $ 7 . 50 $ 110 , 250 9 , 000 7 . 00 63 , 000 2nd Story: 15, 600 7 . 00 109 , 200 Building #2 : 1st Story: 16 , 800 7 . 00 117 , 600 2nd Story : 15 , 700 6 . 50 102 , 050 Building # 3 : 1st Story: 16 , 800 7 . 00 117 , 600 Building #4 : lst Story: 16 , 800 6 . 50 109 , 200 2nd Story: 16 , 800 6 . 50 109 , 200 Total Gross Scheduled Income : $ 838 , 100 - 2 - Exhibit "B" SALEM SMALL TENANT BUSINESS PARK PROJECTED INCOME AND EXPENSES ' INCOME : Rentals $ 838 , 100 97% Vending Machines 700 Padlocks and supplies 1 , 200 Decontamination fees 4 , 800 Bookkeeping fees 2 , 880 Late charges 7 , 800 3% Miscellaneous 1, 800 Security deposits 1, 800 Interest 3 , 600 Answering service 10 , 000 Total Income : $ 872 , 680 Less Vacancy - 7% 58 , 667 Effective Gross Income : $ 814 , 013 EXPENSES : Salaries $ 30 , 000 Taxes (R.E . & Pers. Prop. ) 70 , 000 Locks 600 Vending and supplies 500 Insurance 2 , 500 License and permits 300 Advertising (yellow pages) 10, 000 Telephone 3 , 000 Maintenance (4%) 10 , 000 Trash 3 , 000 Sweeping and snow removal 2 , 000 Utilities 7 , 000 Legal and accounting 3 , 000 Supplies and postage 3 , 000 Management fee 46 , 000 Vehicle 4 , 000 Payroll taxes 3 , 000 Miscellaneous 5, 000 Total Expenses : $ 202 , 900 24% NET OPERATING INCOME: $ 611 , 113 3 - • Exhibit "B" SALEM SMALL TENANT BUSINESS PARI: PROFORMA , VALUE OF PROPERTY : Net Operating Income : 10 . 5% cap rate $ 5 ,820 , 123 Estimated Value from Income Approach: 6. 0 x Gross Scheduled Income $ 5 , 236 , 080 Estimated Value from Comparables : 18 , 000 sq. ft. @ $45 . 00 = $ 810, 000 105 , 000 sq. ft. @ $35 . 00 = $3 , 675 , 000 $ 4 , 485 , 000 Approximate Appraised Value: $ 5 , 200 , 000 CASH FLOW: Net Operating Income : $ 611 , 113 Less : Debt Service 530 , 335 Available Cash $ 80 , 778 - 7 - THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE AUG 14 IM 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 SEP - 2 1g87 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE E� j PLACEMENT DATE �� , q f AIR TEMP. OF 9S MIX TEMP. OF �Q MADE BY ( �/ 1dd� a- v/1, (J6 LOAD SLUMP U DATE RECEIVED - - 7 G 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 g , O C.Y. LOAD DESIGN REQUIREMENTS G PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P:S.I. 00 A U � I -130 C - T . 214 ° —� 4cp 20 E F TYPE OF BREAK M U Q 8 1 2 3: 4 5 6 7 8 9 STRENGTH— 7 DAY- "-11 3c BCC 1c ..Cb.0 28 DAY lc AI OTHER lc- LS&S REMARKS THE THOMPSON 8 LICHTNER COMPANY, INC. y. .{i IIiE lIIONIPSON & LICIIINER C:ONIPANY, INC. PFIOJECff(, _ 2-4 Consulting Engineers Engineering and listing laboratories DATE tr III HiKt Strcol Cambridge, N.iesarhu.rlk 112111 (617) .19� 2111 ---------_— REPORT OF COMPFIESSIOII TEST OF CONCREIE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE q _ PLACEMENT DATE AIR TEMP. OF MIX TEMP. OF MADE BY LOAD SLUMP DATE RECEIVED 7j _ C� ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. (�/�(70r2 (� WIC RATIO C o STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . �� CONTRACTOR CA 3/¢ Bowdoin Construction Corp . ADMIX. REPRESENTS C.Y. LOAD DESIGN REQUIREMENTS`! �r PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF 1ES1ED DAYS P.S.I. . B C E TYPE OF BREAK caDa �JQ � 8 � Q ` 1 2 3 5 6 . 7 .. 8 g S1nENG It I- 7 DAY 3c BCC Ic CDC 213 DAY l c RRI OII IER lc LS&S 6c REMARKS Tilt 11n;t.n MPAN INC. . II'IIE 'IIIONIPSON & LICII'INER COMPANY, INC. PROJECTNO. _ 1424 Consulting Engineers Engineering and Ii,sting I.ahomtories DATE J EP - 1987 III First Sln•cl Land+ridl,c, plas�aihu�elts 112111 (617) 142-2111 REPORT OF COMPRESSION TEST OF CONCREIE Fon Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small. Business , Salem, Massachusetts SOURCE --- PLACEMENT DATE .Z O r y AIR TEMP. cF / MIX TEMP. °F 7 MADE BY ^ _ ,�(/ •l/ s Lf.Mb . /c SLI IMI DATE RECEIVED ENI RAINED AIR MIX—BATCHED WEIGHTS VER C.Y. WIC RATIO C STORAGE—JOB THEN LAB DAMP 70OF FA PLANT Lynn Sand & Stone Co . CA CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS Q C.Y. LOAD DESIGN REOUIREMENTS ��G 0 PSI @ 28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. ------------- .SCA 1 -7 ' 4 B C E ;TYPE OF BREAK 1 2 3 4 5 67 8 9 S1 REEw�v f H— 7 DAY — 3c .BCC l c 'CDC 28 DAY lc RRI , OTHEn Lc LS&S - 6c REMARKS THE I I IOMr soTj R LIGHT TIER CQMPANY, INC THE THOMPSON & LICHTNER COMPANY, INC. PROJECT 1 o T" 1424 Consulting Engineers Engineering and Testing Laboratories DATE AUG IM G x 7 1987 III First Street Cambridge, Massachusetts 02141 (617) 492-2111 AU REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE ✓ , � � ��J PLACEMENT DATE 2 _ 7 AIR TEMP. OF �4 MIX TEMP. OF 7e MADE BY � � J O LOAD / SLUMP n DATE RECEIVED 7 Z _l7 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 CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS O C.Y. LOAD DESIGN REQUIREMENTS 6,00 PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P�.S.I. B / 3 c2JS JZ �Q C 41L, 6 __67/5-0 E F TYPE OF BREAK 1 2 3 4 5 6 7 e- 9 tr STRENGTH— 7 DAY - ^ ' ; 3C BCC 28 DAY p.^ lc CDC lc RRI OTHER lc LS&SR.- 6c REMARKS y. THE THOMPSON 8 LICHTNER COMPANY, INC. - 1 _. ;FlIE 'I'IIOMI'SON & LICIII'NER CONIVANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and l'esting laboratories DATE AUG f4Y 1987 111 Pirst Slreot Cambridge, Massae hun•IIs 112141 (617) 492 2111 REPORT OF COMPRESSION TEST OF CONCREIE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE _ — C � (�r.t.�cG�t ,G(il C1. � l/-fit r. 5� :7 � � � PLACEMENT DATE AIR TEMP. OF MIX TEMP. OF k - /2-o', MADE BYnP�, LOAD / SLUMP ',S r/.y •� '-d " /ol DATE RECEIVED / 7 7 ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. —:1 W/(; RAf10 C - STORAGE—JOB THEN LAR DAMP 70°F FA r•IArll Lynn Sand & Stone Co . CA CONTRACTOR T Bowdoin Construction Corp . ADMIX. HEPHESEHIS I II U C.Y. LOAD D -C'N REOUIPEMEH IS -�3 D O O PSI n 28 DAYS LAB. JOB TYPE OF — WEIGHT, DAIE AGE NO. NO. DIMENSIONS BREAK PCF lES1ED DAYS P.S.I. lAf 7. E - -- - F TYPE OF BREAK 1 2 3 4 5 6 7 8 9 STRENGTH— 7 UAY--- � •�• '1 3c BCC c,, ; • lc CDC 28 DAY *• a 1C RRI OTHER lc LS&S 6c REMARKS -- --- - TI IE IIIOMf',;UrI Y I_ICIIINER C PANY, INC. I 111311 IONII'SON & LICI I FNERCONIVANY, INC. PROJECT NO. _ 1424 Consulting Engineers Engineering and Telling Laboratories DATE AUG 2 111 First tilreot Cnndnid),r•, t\Lissnchuselts 112411 (h 17) d97-7111 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE '��e��12 PLACEMENT DATE 7 AIR TEMP. °F G IMIXT MP. °FMADE BY ;�W�4 0�?/,�1/r LOAD SLUMP DATE RECEIVED CT - (o —i Q(' /"l ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA r[ANT Lynn Sand & Stone Co . CA 3/� �� CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS //D C.Y. LOAD DESIGN REQUIREMENTS �Q�D PSI Q 28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMEIISIO14S BREAK PCF TESTED DAYS P.S.I. --- /17 - r -/zf713 D E - — TYPE OF BREAK u 1 2 3 4 5 6 7 8 9 STRENGTH— 7 DAY — per; 3c BCC lc CDC 28 DAY lc RRI OTHER l c LS&S _ . --- ---- 6c REMARKS n THE TIIIJMPSON A LICHTNE OMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJE AUG 1 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 22—F7 AIR TEMP. OF (�4 MIX TEMP. OF 7e. MADE BY LOAD SLUMP 4-" DATE RECEIVED7 2 �_� 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 01 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 PCF TESTED DAYS P.S.I. A e217 s c - JF/D B C D E F TYPE OF BREAK 1 . 2 u3 4 5 6 7 6 9 STRENGTH— 7 DAY — ^^'y 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 AUG � 8 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 PLACEMENT DATE 0&- 4-F7 AIR TEMP. °F 76 MIX TEMP. °F MADE BY .1� 155-0 LOAD / SLUMP S �� DATE RECEIVED G— ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. cD / W/C RATIO C STORAGE- JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co . CA 31 CONTRACTOR Bowdoin Construction Corp . ADMIX. T REPRESENTS 7. O C.Y. LOAD DESIGN REQUIREMENTS _3O G O PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. p B C D E F TYPE OF BREAK 1 2 3 4 5 6 7 8 9 STRENGTH— 7 DAY-- p dr Q 3c BCC lc CDC 28 DAY lc RRI OTHER lc LS&S 6c REMARKS THE THOMPSON & LICHTNEROMPANY, INC. ,- i THE'THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE .IlII2419Rp7 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 AUG 1- 19" VI REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE PLACEMENT DATE -7, C AIR TEMP. OF �D MIX TEMP. 'F7&1 MADE BY /- / t/� 0 •Q O LOAD SLUMP DATE RECEIVED ` `J 7l�Ef f 7 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 �� CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS p C.Y. LOAD O ' DESIGN REQUIREMENTS ao I PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. B S. D 3091-1 E F TYPE OF BREAK U / 1 In 8 1 2 3 4 5 8 7 8 9 STRENGTH— 7 DAY — 3c BCC I) lc CDC 28.DAY— lc RRI OTHER lc LS&S 6c REMARKS THE THOMPSON & LICHTNER MPANY, INC. /),. _ n THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 14244- Consulting Engineers Engineering and Testing Laboratories PATE JUL24 1987_ 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 AUG 1 j I� w REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp. , Needham, Massachusetts PROJECT Salem Small Busine�sls ,_ Salem, Massachusetts SOURCE PLACEMENT DATE jAIR TEMP °�Fo �Q ,MIX TEMP. °F4: O& MADE BY LOAD SLUMP �J/¢ elf DATE RECEIVED -7 ENTRAINED AIR 7- MIX-BATCHED WEIGHTS PER C.Y. WIC RATIO C STORAGE-JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand_.. & Stone. Co. CA 3/tf- CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS C.Y. LOAD DESIGN REQUIREMENTS -RQOO PSI®28 DAYS x LAB. JOB TYPE OF WEIGHT_ DATE ,,_ AGE NO. NO. DIMENSIONS BREAK . PCF TESTED DAYS P.S.I. B 2 C D !s 3320 E F TYPE OF BREAK MM 1 2 3 4 . 5 8 7 8 9 STRENGTH- 7 DAY- .deo 3c BCC lc CDC 28 DAY- c- 1C RRI OTHER . • ., lc LS&S �. 6c REMARKS THE THOMPSON& LICHTNER MPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. 1424 Consulting`Engineers Engineering and.Testing Laboratories DATE AUG 14 • 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 .1 -C AIR TEMP. OF 9S MIX TEMP. OF �Q ' MADE BY �5>< LOAD SLUMP Y 7 � DATE RECEIVED �G �J ENTRAINED AIR {: MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO [ C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand g Stone Co. CA CONTRACTOR gowdoin Construction Corp. 4 ADMIX. REPRESENTS .Q C Y LOAD _!i!. DESIGN REQUIREMENTS ~3O C 0 PSI®28 DAYS ;. LAB. JOB TYPE OF WEIGHT' DATE AGE `" e NO. NO. DIMENSIONS BREAK PCF TESTED "� {4 DAYS P.S.I. i. 0214- B 030 D E ` e: F TYPE OF BREAK 1 2 3 4 5 8, 7- 8 g r STRENGTH— 7 DAY �p0'Y �. 3c BCC Y lc CDC 28 DAY. lc RRI lc LSbS OTHER " . 1, 6c REMARKS r ! ,y;, r ^ r �Xdslst THE THOMPSON& LICHTNE COMPANY, INC. r. •�rgr��s S: THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE—JI-11- 2 n 1927 III First Street Cambridge, Massachusetts 02141 (617) 492-2111 AUG 1987 REPORT OF COMPRESSION TEST OF CONCRETE G FOR Bowdoin Construction Corp. , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCEX PLACEMENT DATE to a 7 AIR TEMP.. *F MIX TEMP. °F (� MADE BY 2 O LOAD o-Z_ SLUMP DATE RECEIVED /Y [ �7 d ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. W/C PATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand & Stone Co. �fL �� CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS /"Cl Q C.Y. LOAD DESIGN REQUIREMENTS �3 00 O PSI®28 DAYS LAB. JOB TYPE OF WEIGHTDATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. ?it B O ° 33 91-1 ' !!!/Za - -f 7 &s/o E F :r:77 TYPE OF BREAK I 2 9 4 5 6 7 8 g 3cBCCH— 7DAY— �QOd t lc CDC 28 DAY — 453 aaee y lc RRI OTHER - A+} lc LSCS 6c REMARKS THE THOMPSON& LICHTNER COMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE fill 0 AA ,^n� 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 Q 0-x � o� PLACEMENT DATE ary � _tf 7 AIR TEMP. OF &Q MIX TEMP. -F740 MADE BY � y� /4yo LOAD 7 SLUMP DATE RECEIVED � �3a — o) 4P7 N�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 CONTRACTOR Bowdoin Construction Corp. ADMIX. REPRESENTS Q C.Y. LOAD DESIGN REQUIREMENTS 3 G G_ 6~ PSI®28 DAYS V . LAB. JOB TYPE OF WEIGHT DATE AGE . s '3 NO. NO. DIMENSIONS BREAK PCF = TESTED DAYS P3.1. 7 - D C rf 3oa 4670 DIL-rl. Z4 727-11 o5yePi ' *,{ E , p .n.F TYPE OF BREAK 1 ' 2 34 5 6 7 8 8 .r STRENGTH— 7 DAY — ( o �r �►� 3c BCC :s lc CDC 28 DAY — 4joo'�L v ` 1c RRI OTHER 1ti a. lc LS&S t 6c REMARKS 4-4 THE THOMPSON 8 LICHTNE COMPANY, INC THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 nsulting Engineers Engineering and Testing Laboratories DATE JUL 2 0 1987 111 First Street Cambridge, Massachusetts 02141 (617)492-2111 AUG - 3 1987 REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE k ' PLACEMENT DATE 07 AIR TEMP. OF G MIXTEMP. OF MADE BY CLOAD SLUMP -3 DATE RECEIVED / , q �y_<r 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. CA /4 ' 3 i CONTRACTOR .gowdoin Construction Corp. ADMIX. REPRESENTS D C.Y. LOAD , DESIGN REQUIREMENTS �PJG Q PSI a 28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE 'NO. NO. DIMENSIONS BREAK „ PCF TESTED DAYS P.S I *' 6A Y/ �/.5aty of f7 iz B 2 3152, s 7,23-0 Q 2 . S 16P a a E F TYPE OF BREAK *` //�\ 8 �e 1 2 3 z4 5 6 7. 8 9 STRENGTH- 7 DAY- 3c AY-3C BCC 28 DAY - ,C�00� lc CDC lc RRI OTHER lc_LS&S - ,A ... 6c REMARKS w , a THE T HOMPSON 8 LICHTNER MPANY, INC THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE JUL7^0;Qo 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 AUG — 3 700,7_ REPORT OF COMPRESSION TEST OF CONCRETE FOR Bowdoin Construction Corp . , Needham, Massachusetts PROJECT Salem Small Business , Salem, Massachusetts SOURCE _^ PLACEMENT DATE _ / AIR TEMP. °F 77 MIX TEMP. °F 0 MADE BY 4,t/J��i LOAD / SLUMP 7�/i DATE RECEIVED / Is'(/� ENTRAINED AIR ( - PPS--i 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/� CONTRACTOR .Bowdoin Construction Corp. ADMIX. REPRESENTS C.Y. LOAD �D ,S 1 DESIGN REQUIREMENTS ad Q PSI®28 DAYS '. LAB. JOB TYPE OF WEIGHT " DATE AGE NO. NO. DIMENSIONS BREAK PCF 's TESTED DAYS P.S.I. Yr ZZ / s Z2 .2 C , Flo / o -f7 E F . ,TYPE OF BREAK 4 8 a L� 1 12 3 4 5 6 7 8 9 STRENGTH— 7 DAYLoee( + " 3c BCC - 28 DAY 0 o 4 lc CDC tj .0 t. lc RRI OTHER lc LS&S # REMARKS ` .,.x THE THOMPSON & LICHTN COMPANY INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424' Consulting Engineers Engineering and Testing Laboratories DATE JUL a 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 /aza om PLACEMENT DATE 7 j� r y AIR TEMP. OF �O MIX TEMP. °Fg-D MADE BY 5�1 LOAD SLUMP DATE RECEIVEDENTRAINED AIR 7— 7—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 3/� /� CONTRACTOR Bowdoin Construction Corp" ADMIX. REPRESENTS Il Q C.Y. LOAD DESIGN REQUIREMENTS PSI®28 DAYS Y LAB. JOB TYPE OF WEIGHT DATE AGE NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. 0?3.30 C D E F TYPE OF BREAK 1 • 2 3 4 5 6 7 8 9 STRENGTH— 7 DAY ( n:-:+' 3c BCC le CDC 28 DAY lc RRI OTHER x. lc LSCS 6c REMARKS ' , THE THOMPSON & LICHTNER�COMPANY INC THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE Jul 2 4 ly87 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 t� � -P r PLACEMENT DATE7, 7 C 7 AIR TEMP. OF �D MIX TEMP. 'F7,,l, MADE BY , /� �/ O'/�•Q Q LOAD SLUMP DATE RECEIVED7_ �7 ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F ^` j FA PLANT Lynn Sand & Stone Co . _2 CONTRACTOR Bowdoin Construction Corp , . ' ADMIX. REPRESENTS C.Y. LOAD v , DESIGN REQUIREMENTS qua&4 PSI @ 28 DAYS s LAB. JOB TYPE OF, WEIGHT , DATE AGE p " {� `+r, NO. FA NO. DIMENSIONS BREAK PCF TESTED DAYS P S I.127 �5 ' a � .. C D � any E- F 4. mss'' .,' TYPE OF BREAK 1 2 3 x t 4 5 6 7. 8 9 STRENGTH 7 DAY — z t 3c BCC y, a IC CDC . 28 DAY' � ,, � 3 � 4 q,• lC_ RRI OTHER � lc LSCS _ �� x� rz.,, � x,• ' REMARKS »", kz�=a 4,. ,. w " , 4 . t a sryi�°+ 'a THE THOMPSON& LICHTNER COMPANY INC `' £. P THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE tnt o ,98T7n ��A� - 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 /� SOURCE � p X _ ��. �Tj �����- /- —1 ; PLACEMENT DATE 9 7 AIR TEMP. °F &0 MIX TEMP. 'F70 MADE BY O/ Myo LOAD SLUMP DATE RECEIVEDe0l -30 - o� eF17 ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. W/C RATIO C STORAGE—JOB THEN LAB DAMP 70°F FA PLANT Lynn Sand ✓r Stone Co . CA 3/¢ i� CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS r? C.Y. LOAD DESIGN REQUIREMENTS 3 G G 6 PSI®28 DAYS LAB. JOB TYPE OF WEIGHT DATE AGE NO, NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. s S �40 7 7 31 B C D E F TYPE OF BREAK 1 2 3 4 5 6 7 8 9 STRENGTH— 7 DAY — (,o, 3c BCC lc CDC 28 DAY lc RRI OTHER lc LS&S 6c REMARKS THE THOMPSON 8 LICHTNE COMPANY, INC. n^ THE THOMPSON & LICHTNER COMPANY, INC. PROJECTNO. 1424 nsulting Engineers Engineering and Testing laboratories DATE JUL 2 0 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 PLACEMENT DATE f AIR TEMP. °F MIX TEMP. °F MADE BY � � O LOAD SLUMP i,e DATE RECEIVED 7 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/¢ CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS / D C.Y. LOAD DESIGN REQUIREMENTS .306 t7 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 1 2 3 4 5 6 7 B 9 STRENGTH— 7 DAY - 3c BCC lc CDC 28 DAY lc RRI OTHER lc LS&S 6c REMARKS THE THOMPSON & LICHTNER GQMPANY, INC. i THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE ,,u1- 2 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 SOURCE �ZL71 PLACEMENT DATE o` (� 7 AIR TEMP. °F D MIX TEMP. °F MADE BY LOAD oZ SLUMP DATE RECEIVED / '7 ENTRAINED AIR 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 �fL �i CONTRACTOR Bowdoin Construction Corp . ADMIX. REPRESENTS /.;7 Q C.Y. LOAD DESIGN REQUIREMENTS .3000 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 1 2 3 4 5 B 7 8 9 STRENGTH— 7 DAY— KI 60,e 3c BCC lc CDC 28 DAY lC RRI OTHER lc LS&S 6c REMARKS . THE THOMPSON & LICHTNNER COMPANY, INC. THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. 1424 Consulting Engineers Engineering and Testing Laboratories DATE ,1U11 9�Q�7r 111 First Street Cambridge, Massachusetts 02141 (617) 492-2111 REPORT OF COMPRESSION TEST OF CONCRETE k FOR Bowdoin Construction Corp . , Needham, Massachusetts µ . . , ;. PROJECT Salem Small Business , Salem, Massachusetts •�>;;: SOURCE _ PLACEMENT DATE AIR TEMP. OF 7� MIX TEMP. OF C� Q MADE BY �J LOAD / SLUMP DATE RECEIVED / C ENTRAINED AIR MIX—BATCHED WEIGHTS PER C.Y. WIC RATIO 1 C STORAGE—JOB THEN LAB DAMP 76*F FA PLANT Lynn Sand & Stone Co . CA CONTRACTOR Bowdoin Construction Corp ADMIX. REPRESENTS /D C.Y. LOAD DESIGN REQUIREMENTS PSI®28 DAYSy'y LAB. JOB TYPE OF WEIGHT DATE AGE ' NO. NO. DIMENSIONS BREAK PCF TESTED DAYS P.S.I. `{ � h B nll ` C D E F .y rrt{ t t r Asa A TYPE OF BREAK 1 2 3 4 5 6 7 8 * 7 : . 4 STRENGTH— 7 DAYw <, �3¢ 3c BCC � r p . lc CDC 28 DAY lc RRI OTHER i i rfy z r 4C" Ic LSCS . REMARKS T a m 6 c THE THOMPSON & LICHTNE7COMPANY, INC • '� �n fir. - .. r 9 1 z : THE THOMPSON & LICHTNER COMPANY, INC." PROJECTNO. Consulting Engineers Engineering and Testing Laboratories REPORT NO. III First Street Cambridge, Massachusetts 02141 (617)492-2111 SHEET NO. I QQ-77 REPORT OF INSPECTION AND TESTING OF SOILS /wc�l^ 7/3C5�t 3 19 FOR %5�w�o/N c�A �f2uc7rov CorZ�. r .vc�i3D4l �u-r , Mia PROJECT SA�csry SM��L /3uJ/Nts1J S/Jc �r7�1 , i THE FOLLOWING SOIL COMPACTION TESTS WERE MADE ON THIS DATE: TEST NUMBER ! -/ (-1 C -} LOCATION G e e0.S "+i:.-e /J.S ,i� A.S. r/r-t 5-6--613 5 4�2 S rn 13 C�-/Lfg'Dll / /Z v 794V L/Z779V �.'7-7V SOIL CONSTANTS OPTIMUM MOISTURE, % MAXIMUM DENSITY PCF Iq-4.o /U3. (V3. o COMPACTION REQUIRED, Wo 9 9 95 FIELD TESTS ACTUAL DENSITY EDS PCF / (( 5._3 /V .9 /,3,7- 7 ACTUAL DRY DENSITY PCF 1401 /U/- if /.3,5. d MOISTURE, % 3• Z 7. 5 2. 9 COMPACTION % 917. 9 95 0 GRADATION. % PASSING 3" 2 11/2 1 3/4 8 73 S/ +/2 3/B # 4 10 20 40 60 100 200 REMARKS - 7`u. ct 4cp . C.oN� c — (/ t WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME CLOuO y 50 �0 DEC THE THOMP,fG`�fj,�}�%& LICHTN R COMPANY,-INC. "Eli — 7/ 3°37 ,� G '//I % /w %� � J L THE THOMPSON & LICHTNER COMPANY, INC. PROJECT NO. Consulting Engineers Engineering and Testing Laboratories REPORT NO. 41:2 111 First Street Cambridge,Massachusetts 02141 (617)492-2111 SHEET NO. 1 REPORTOF FIELD INSPECTION OF CONCRETE CONSTRUCTION IJ dy E M 11r. 2 16 , Ig97 FOR �IowrxIIJ C,nJs-r"CTI0*1 "04- ,NC,;pHA-AA, M & PROJECT SALC--M SMALL GUSIMESS ROAD SA LCM I /H/.} LOCATION SLAC) <rN .:G k A-a t c pC r0 A I N FII HA Lr- PO fL I I crN " F t;G(L3t N G '!x_4,,_ SUBGRADE Type — Compacted soil ❑ Concrete ❑ Metal Deck ❑ Other Q- cRU5HC_D S70NZF Condition — Clean ❑ Wet Ek Dry ❑ Other (See Below) ❑ REINFORCEMENT Type — Rebars E? Wire Mesh ❑ Properly placed ❑ AND DOWELS Properly Tied ❑ By Others ❑ Condition — Clean E—Free of Rust ❑ Free of Loose Scale ❑ Other (See Below) ❑ l FORMS Type — Plywood ❑ Boards ❑ Steel ❑ Other CH' Y-10 f-c P IHS Condition — Clean O Oiled ❑ Wetted Before Placement ❑ Other (See Below) ❑ CONCRETE No. of C.Y. 19 Strength at 28 days 3'60 Size& Type Aggregate PLACEMENT Gravel ❑ Stone Y Slump Range 6 i I Compaction-Vibrator 1� Shovel ❑ Other ❑ Placed by — Chute ❑ Pump EJ' Wheelbarrow ❑ Bucket ❑ Other ❑ FINISH Hand Trowel IR' Machine Trowel O' Steel ❑ Wood ❑ Other (See Below) ❑ CURING None ❑ Covered ❑ Burlap ❑ Canvas ❑ Polyethylene ❑ Forms Stay On ❑ Curing Agent ❑ Other (9" SAMPLES Set No. 1 Cd 2 Oti- 3 ❑ 4 ❑ 5 ❑ 6 ❑ Cyls./Set 4+- REMARKS WEATHER: TEMPERATURE INSPECTION AM NOON PM START FINISH TIME _ 37 THE THOMPSONI_&LICHTNER COMPANY.INC. � I AVA,