Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0025 BENJAMIN FRANKLIN WAY (2)
�e� Ic� M �d��ac�a d ► �z pe CoGQ P e Y TOWN OF BARNSTABLE BUILDIN P R ATION ho Map Parcel DUD I►�"', rP Application .. Health Division V.1��L � Conservation Division C`L 3hw& o Permit# 0 Tax Collector w Date Issued Ap Treasurer :Application Fee Planning Dept. A 5� 1 „� � � Permit Fee D c t� 100 Date Definitive Plan Approved by Planning Board / !� c'2 Historic-OKH Preservation/Hyannis l/ a r use O/ r SA Project Street Address d�y 8 f N F2 A-V 4 l N WA Y O . Village S7746 t-6 Owner J"E1P44N9/AV_r_e P+yc, LN`e- Address (Jr ems— i - - 04'Aft Telephone ,5�-Y_77F- 117 L Permit Request i2®1'S7'k-U 1Y' 6PFR fL1rtS roar mt �L � 4 S Y` Square feet: 1 st floor:existing proposed Iq YOO 2nd floor:existing proposed !YYa Total new 3 ldd a Zoning District Flood Plain Groundwater Overlay Project Valuation �(_ e cQ� . Construction Type = - Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes O No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other J /1- A Basement Finished Area(sq.ft.) 7 I J J&,Ce Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ®Gas ❑Oil ❑Electric ❑Other Central Air: N Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 10 No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ - Commercial (,Yes ❑No If yes, site plan review# Current Use Proposed Use 84Wk C,0fi-X/Ar70A1s e� BUILDER INFORMATION Name ki A C. Laon C nty& 44 L&Wt*CMAJ Telephone Number 7 k 71 7,00 Address 'z 9 4 Wt Y-,"vr-&c License# O 13C 5-r Re cpLwp 10 01if 3 70 Home Improvement Contractor# Worker's Compensation# Al3C MA©o so, 3® ALL CONSTRUCTION >DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /y DATE s/,I �� FOR OFFICIAL USE ONLY PERMIT NO. r ti iDATE ISSUED MAP/PARCEL.NO. ADDRESS VILLAGE OWNER' ' r 1 DATE OF INSPECTION: �q FOUNDATION. FRAME a INSULATION FIREPL A_ C_ E, • ,�;LECTRICAI �k*O,'U GH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL k" FINAL BUILDING Y I r" r is DATE CLOSED OUT ASSOCIATION PLAN NO. - Er r tHE TOWN-0 BARN-STARLE-17"'-Tp Wilding Application Ref: 20060262 Permit BARNSTABLE, Issue Date: 06/02/06 y MASS. �A 1639. 10�' Applicant: MACLEOD BROTHERS rFp Mpl A Permit Number: B 20060284 Proposed Use: Expiration Date: 11/30/06 Location 25 BENJAMIN FRANKLIN WAY Zoning District IND Permit Type: SPECIAL PROJECT NEW COMMERCIAL Map Parcel 296030 Permit Fee$ 36,450.00 Contractor MACLEOD BROTHERS Village BARNSTABLE App Fee$ 150.00 License Num 031658 Est Construction Cost$ 4,500,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW OPERATIONS CENTER FOR CAPE COD COOP. BANK THIS CARD MUST BE KEPT POSTED UNTIL FINAL L MERGED 3 LOTS INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LORRUSSO, L PAUL TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 1776 INSPECTION HAS BEEN MADE. HYANNIS, MA 02601 Application Entered b : SS _ PP Y Building Permit Issued By: TIiIS PERMIT CONVEYS%NO RIGHT f0 OCCUPY ANY;STREET,ALLY OR SIDEWALK OR ANY PAR I`CFIEREOF;EITHER TEMPORARILY.; PERIv1�NENTL Y. ENCROACHEIvIENTS ON'PUBLIC,PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE_MUST.BE APPROVED BI'THE JURISDICTION STREET:OR ALLY GRADES AS WELL AS`DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THI:DEPARTMENT OF PUBLIC WORKS , THE ISSUANCE`OF THIS PERIviIT D0ESN0T RELEASE THEAPPLICANT'FROM THE"GONDITIONS 6FANY APPLICABLE SUBDIUISIONRESTRIC7IONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGI,c.142A). Ile I TA Ill ® , BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 00 l � S ekRtlelo �4?11 3 1 Heating Inspection Approvals Engineering Dept IJ A'-'T) le (;gem a t h� CQ C4 Fire Dept 2 Board of Health ra Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 9 MASS 16�9. . (508) 862-4038 CFO MPS a Certificate of Occupancy Temporary Application 20060262 CO Number: 20070083 Parcel ID: 296030 CO Issue Date: 05104/07 Location: 25 BENJAMIN FRANKLIN WAY Zoning Classification: INDUSTRIAL DISTRICT Owner: LORRUSSO, L PAUL TR Proposed Use: INDUSTRIAL DEV LAND P 0 BOX 1776 HYANNIS, MA 02601 Village: BARNSTABLE Gen Contractor: MACLEOD BROTHERS Permit Type: STCO TEMP CERT OCC. SPECIAL PROJECT Comments: 90 DAY TEMP CO EXPIRES ON 8104107 SITE WORK TO BE COMPLETED Building Department Signature Date Signed Expiration Date MACLEOD .April 19, 2007 Mr. Tom Perry Building Commissioner 200 Main Street v* T.•�A -.j uTli.3s, MA RE: Cape Cod Cooperative Bank—25 Benjamin Franklin Way, Barnstable, MA Permit#B20060284 Dear Sir: MacLeod General Contractors, Inc. Located at 296 Weymouth Street Unit C, Rockland, MA in regards to the above referenced site to the best of our knowledge certify by this letter that all construction for Cape Cod Cooperative Bank 25 Benjamin Franklin Way, Barnstable, MA was done in a safe and satisfactory manner in accordance with all applicable local, state and federal statutes and regulations. Respectfully submitted, MacLeod General Con ctors, Inc. Scott A. MacLeod Owner GENERAL CONTRACTORS INC. www.macleodinc.com 296 WEYMOUTH STREET, UNIT C • ROCKLAND, MA • 02370 • TEL 781 •871 •9200 • FAX 781 •871 •9307 PROJECT NAME• ADDRESS �� wc!7 fQ� , PERMIT# PERMIT DATE: M/P: � I LARGE ROLLED PLANS ARE IN: BOX SLOT DATE COMPLETED: 1 O /7 0 BY: q/wpfiles/archive °FIKE r° Town of Barnstable Growth Management Department-Ruth J.Weil,Director + a r {; Z_ , q i , 367 Main Street,Hyannis,Massachusetts 02601 1 £ f3 Regulatory Review Services—Site Plan Review i�R d 7 200 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725m•..__ ION March 16, 2006 Mr. Joel Crowell Cape Cod Cooperative Bank,Yarmouthport,MA c/o Attorney Michael D. Ford P. O. Box 665 West Harwich,MA 02671 Reference: Site Plan Review—059-05/ 5/55/250 Communications Way,Hyannis Map 296,Parcels 29&30&Map 314, Parcel 42 Proposal: Construct new center for banking operations and parking on 7 acres of vacant land. Building to contain 5 additional tenant suites. Gross floor area 36,5500 sq.ft. Dear Mr. Crowell: The Site Plan Review Committee reviewed the above proposal at the Site Plan Review meeting on March 16, 2006. Please be advised that the proposal has been approved subject to the following conditions: • All conditions set forth in the final Cape Cod Commission DRI decision dated February 9,2006 which incorporates Town of Barnstable conditions will be complied with. • Approval of this proposal is based upon revised plans and schedules that are made a part of the CCC DRI decision and attached thereto. If you have any questions or required further assistance,my direct telephone number is 508-862-4679. Sincerely, r '�VA X-- Ellen M. Swiniarski Site Plan Review Coordinator CC. SPR File -T6m— erry,Building Commissioner SITE PLAN REVIEW RESULTS MEETING MARCH 16,2006 Growth Management Department 9:00 a.m. 2°d Floor Hearing Room Regulatory Review 367 Main Street,Hyannis SPR 017-06 Dr. Conrad Benoit(P&S Agreement) 687 West Main Street,Hyannis Map 248,Parcel 080 Residence B/Highway Business Zoning District Wellhead Protection Overlay District Proposal: Change of use from legal office to medical office. Construction of two 2°d floor residential units. Continued for further review and plan revision. Anticipate proposal to be found administratively approvable pending Zoning Board of Appeals relief. SPR 059-05 Cape Cod Cooperative Bank(Operations Center) 35/55/250 Communications Way,Hyannis Map 296,Parcels 29 & 30& Map 314,Parcel 42 Industrial Zoning District,Wellhead Protection Overlay Proposal: Construct new center for banking operations and parking on 7 acres of vacant land. Building will contain 5 additional tenant suites. Gross floor area 36,550 sq.ft. Referred to CCC 9/22/05, CCC DRI Decision-2/9/06, now seeking approval from Town of Barnstable. Approved SPR 019-06 Cape Flight Instruction,Inc. Barnstable Municipal Airport v 480 Barnstable Road—2°d Floor,Hyannis, MA Map 329, parcel 003 Industrial Zoning District,WP Overlay& Zone II Proposal: Construction of 7,480 sq.ft. hanger building 30' height. Bituminous paved parking, on-site sewage,on-site storm water management controls approved by Town of Barnstable and Barnstable Municipal Airport Facilities Mangement. Continued for further review and additional information.. SPR 020-06 Angels Hair Design (Old Kablooms Site) 955 Iyannough Road,Hyannis Map 294,Parcel 025 Highway Business Zoning District, GP Overlay District Proposal: Change from retail use with an apartment above,to a beauty salon with an apartment above. Administrative approval anticipated r Town of Barnstable ' Regulatory Services STMA Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder ��CPe�de�cc . I, 9r ,as Owner of the subject property hereby authorize..'. r��`/�[; ,� �P P��� �a. `tx C t vs o act on my behalf, in all matters relative to work authorized by this building permit application for; (Address of Job) Sid, tore of Owner Date Print Name O:FORM&OWNERMERMISSION CONSTRUCTION CONTROL AFFIDAVIT (SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE) (PRIOR TO ISSUANCE OF PERMIT) ON THIS 14TH DAY OF MARCH 2O06,BEFORE ME,QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS,PERSONALLY APPEARED DONALD R.LONERGAN WHO,BEING DULY SWORN,DEPOSES AND SAYS THAT HE HAS SUPERVIED THE PREPARATION OF ALL THE DESIGN PLANS FOR THE PROPERTY OCCUPYING LOT 26A,24B,AND 23A BENJAMIN FRANKLIN WAY—CAPE COD CO-OPERATIVE BANK, BARNSTABLE, MASSACHUSETTS AND THAT HE WILL SUPERVISE AND/OR CHECK ALL THE WORKING DRAWINGS AND SHOP DETAILS FOR CONSTRUCTION;AND WILL MAKE SITE OBSERVATIONS AT INTERVALS APPROPRIATE TO EACH STAGE OF CONSTRUCTION TO BECOME,GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE WORK AND TO DETERMINE,IN GENERAL,IF THE WORK IS BEING PERFORMED IN A MANNER CONSISTENT WITH THE APPROVED PLANS,AND THAT SUCH PLANS CONFORM TO THE CODES OF THE COMMONWEALTH OF MASSACHUSETTS,AND WILL REVIEW AND APPROVE THE QUALITY CONTROL PROCEDURES FOR ALL CODE-REQUIRED CONTROLLED MATERIALS. BEFORE SUCH BUILDING OR STRUCTURE IS PERMITTED TO BE USED OR OCCUPIED, THE LICENSED PROFESSIONAL ENGINEER AND/OR REGISTERED ARCHITECT WHO PREPARED AND FILED THE ORIGINAL PLANS AND WHO OBSERVED THE EREC OF THE BUILDING SHALL FILE AN AFFIDAVIT STATING UNDER OATH THAT THE PRO S F THE CODES HAVE BEEN FULLY COMPLIED WITH AND THAT THE BUILDING REQUIREMENTS OF LAW FOR THE PROPOSED USE AND OCC SO TO SUBMIT BI-WEEKLY REPORTS RELATIVE TO THE MATE A A THER TESTS THAT MAY BE REQUIRED IN CONNECTION WITH HIS O ' oral Signature&SO4 Date SUBSCRIBED AND SWORN TO BEFORE ME THIS11 DAY OF 2006. �;E;:O�tiyy (Notary Public) _ ;; a • y�0T • ••pole;� L r ` f CONSTRUCTION CONTROL AFFIDAVIT (SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE) (PRIOR TO ISSUANCE OF PERMIT) . ON THIS 14TH DAY OF MARCH 2006,BEFORE ME,QUALIFIED FOR THE I' A COMMONWEALTH OF MASSACHUSETTS,PERSONALLY APPEARED �Omen,,, u' WHO,BEING DULY SWORN,DEPOSES AND SAYS THAT HE HAS SUPERVIED THE PREPARATION OF ALL THE DESIGN PLANS FOR THE PROPERTY OCCUPYING LOT 26A,24B,AND 23A BENJAMIN FRANKLIN WAY—CAPE COD CO-OPERATIVE BANK, BARNSTABLE, MASSACHUSETTS AND THAT HE WILL SUPERVISE AND/OR CHECK ALL THE WORKING DRAWINGS AND SHOP DETAILS FOR CONSTRUCTION;AND WILL MAKE SITE OBSERVATIONS AT INTERVALS APPROPRIATE TO EACH STAGE OF CONSTRUCTION TO BECOME,GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE WORK AND TO DETERMINE,IN GENERAL,IF THE WORK IS BEING PERFORMED IN A MANNER CONSISTENT WITH THE APPROVED PLANS,AND THAT.SUCH PLANS CONFORM TO THE CODES OF THE COMMONWEALTH OF MASSACHUSETTS,AND WILL REVIEW AND APPROVE THE QUALITY CONTROL PROCEDURES FOR ALL CODE-REQUIRED CONTROLLED MATERIALS. BEFORE SUCH BUILDING OR STRUCTURE IS PERMITTED TO BE USED OR OCCUPIED, THE LICENSED PROFESSIONAL ENGINEER AND/OR REGISTERED ARCHITECT WHO PREPARED AND FILED THE ORIGINAL PLANS AND WHO OBSERVED THE ERECTION OF THE BUILDING SHALL FILE AN AFFIDAVIT STATING UNDER OATH THAT THE PROVISIONS OF THE CODES HAVE BEEN FULLY COMPLIED WITH AND THAT THE BUILDING MEETS ALL THE REQUIREMENTS OF LAW FOR THE PROPOSED USE AND OCCUPANCY.ALSO,AGREES TO b AAA 4 SUBMIT BI-WEEKLY REPORTS RELATIVE TO THE MATERIALS,PROCEDURES AND FU - tN OF Mks sic TESTS THAT MAY BE REQUIRED IN CONNECTION WITH THIS JOB. o �G DeANGELO STRUCTURAL °' or ' 605062 Q Original.Signature&Seal �010NAL t SUBSCRIBED AND SWORN TO BEFORE ME THIS�o DAY OF Q�GI� ,2006. (Notary Public) 0 !,�y►'�" d - ��e�8�u(o ' i CONSTRUCTION CONTROL AFFIDAVIT (SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE) (PRIOR TO ISSUANCE OF PERMIT) ON THIS 14T"DAY OF MARCH 2O06,BEFORE ME,QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS,PERSONALLY APPEARED ALAN E GOULD,PE WHO,BEING DULY SWORN,DEPOSES AND SAYS THAT HE HAS SUPERVIED THE PREPARATION OF ALL THE DESIGN PLANS FOR THE PROPERTY OCCUPYING LOT 26A,24B,AND 23A BENJAMIN FRANKLIN WAY—CAPE COD CO-OPERATIVE BANK, BARNSTABLE, MASSACHUSETTS AND THAT HE WILL SUPERVISE AND/OR CHECK ALL THE WORKING DRAWINGS AND SHOP DETAILS FOR CONSTRUCTION;AND WILL MAKE SITE OBSERVATIONS AT INTERVALS APPROPRIATE TO EACH STAGE OF CONSTRUCTION TO BECOME,GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE WORK AND TO DETERMINE,IN GENERAL, IF THE WORK IS BEING PERFORMED IN A MANNER CONSISTENT WITH THE APPROVED PLANS,AND THAT SUCH PLANS CONFORM TO THE CODES OF THE COMMONWEALTH OF MASSACHUSETTS,AND WILL REVIEW AND APPROVE THE QUALITY CONTROL PROCEDURES FOR ALL CODE-REQUIRED CONTROLLED MATERIALS. BEFORE SUCH BUILDING OR STRUCTURE IS PERMITTED TO BE USED OR OCCUPIED, THE LICENSED PROFESSIONAL ENGINEER AND/OR REGISTERED ARCHITECT WHO PREPARED AND FILED THE ORIGINAL PLANS AND WHO OBSERVED THE ERECTION OF THE BUILDING SHALL FILE AN AFFIDAVIT STATING UNDER OATH THAT THE PROVISIONS OF THE CODES HAVE BEEN FULLY COMPLIED WITH AND THAT THE BUILDING MEETS ALL THE REQUIREMENTS OF LAW FOR THE PROPOSED USE AND OCCUPANCY: SO < FS TO SUBMIT BI-WEEKLY REPORTS RELATIVE TO THE MATERIALS,P E y UAIES HER AAN GOULD, TESTS THAT MAY BE REQUIRED IN CONNECTION WITH THIS JO, ELECTRICAt. �10.w7649 7/p Original Signafure;' S-1 "_y Date SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 20 6. l(Notary Publi�)r' _,_ r I_ r MECHANICAL CONSTRUCTION CONTROL AFFIDAVIT In accordance with 780 CMR, Section 116.0 of the Massachusetts State Building Code,I, Curtis G. Rand ,being a Registered Professional Engineer certify that I or my designee shall perform the necessary professional services and be present on the construction site to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. At the completion of construction, I shall submit to the Building Official a report as to the satisfactory completion and compliance with the plans, specifications and Rules and Regulations of the Massachusetts State Building Code for the intended Use and Occupancy. �PLS N OF�q CUG 1S I� o FM � Date: 3' ! S—O(e rt 2344 Signature & Seal <- Rey41- Su> scribed and sworn to before me this_��day of /t 200 My commission expires r Project Title: Cape Cod Cooperative Bank,New Operation Center Project Location: Lots 26A,24B& 23A Benjamin Franklin Way,Barnstable,MA Nature of Project: Complete HVAC and Plumbing Systems in accordance with the 6th Edition of the MA State Building Code and State Plumbing Code. I P Cape Cod Test Boring Project Boring No. 1 5 Rayb'er Road,Orleans,MA 02653 DRL Architects (508)240-1000 Cape Cod Cooperative Bank Sheet 1 of 1 div. Desmond Well Drilling, Inc. Ben Franklin Way, Hyannis Driller: Thomas E Desmond III Boring location:#1 as indicated on boring location stake Helper: Patrick Desmond Ground Surface Elevation: Inspector: Date start:2/16/2006 Date end:2/16/2006 Sampler consists of a two inch split Notes: Auger Size:6 1/4"x 4"H.S.A spoon driven using a 140 lb. Casing Size: 2"x_'SCH40 PVC FJT hammer falling thirty inches Screen Size: 2"x_'X.010 SCH40 PVC FJT Depth Sample (FT) NO PEN/REC DEPTH/FT BLOWS 6" Sample Description Well Installation 0 -1 -2 -3 1 24/7 3-5 7-15-14-9 F-M-C brown sand -4 Rock chips;gravel -5 -6 -7 -8 2 24/12 8-10 3-4-3-6 F-M-C brown sand -9 Trace gravel -10 -11 -12 -13 3 24/15 13-15 5-6-9-8 F-M-C brown sand -14 Gravel -15 -16 -17 -18 4 24/9 18-20 7-8-10-13 F-M-C brown sand -19 Gravel -20 -21 -22 -23 5 24/16 23-25 4-7-7-9 F-M brown sand -24 Very F silty sand -25 -26 -27 -28 6 24/12 28-30 3-5-7-8 F-M-C gravel -29 -30 No groundwater encountered -31 End of boring:28' -32 End of sample:30' -33 -34 Granular Soils Cohesive Soils Well Installation Key BLOWS/FT DENSITY BLOWS/FT DENSITY Proportions Used � -CONCRETE 0-4 V.LOOSE >2 V.SOFT Trace 0-10% 4-10 LOOSE 2-4___ SOFT Little 10-20% -SAND PACK 10-30 M.DENSE_ 4-8 M.STIFF Some 20-35% Z -SOIL BACKFILL 30-50 DENSE 8-15 STIFF And 35-50% ® -BENTONITE >50 V.DENSE 15-30 V.STIFF -SCREEN >30 HARD -APPROX.WATER LEVFl CAPE COD TEST BORING BORING NO.1 Cape Cod Test Boring Project Boring No. 2 5 Rayber Road,Orleans,MA 02653 DRL Architects (508)240-1000 Cape Cod Cooperative Bank Sheet 1 of 1 div.Desmond Well Drilling, Inc. Ben Franklin Way, Hyannis Driller: Thomas E Desmond III Boring location:#2 as indicated on boring location stake Helper: Patrick Desmond Ground Surface Elevation: Inspector: Date start:2/16/2006 Date end:2/16/2006 Sampler consists of a two inch split Notes: Auger Size:6 1/4"x 4"H.S.A spoon driven using a 140 lb. Casing Size: 2"x_'SCH40 PVC FJT hammer falling thirty inches Screen Size: 2"x 'X.010 SCH40 PVC FJT Depth Sample Sample Description Well Installation (FT) NO PEN/REC DEPTH/FT BLOWS 6" 0 -1 -2 -3 1 24/10 3-5 5-7-7-4 F-M-C brown sand -4 Gravel -5 -6 -7 -8 2 24/18 8-10 2-2-5-3 F-M brown sand -9 -10 -11 -12 -13 3 24/16 13-15 2-2-3-3 F-M-C brown sand -14 Some very C brown sand -15 -16 -17 -18 4 24/11 18-20 3-3-54 F-M-C sand -19 F gravel -20 -21 -22 -23 5 24/16 23-25 3-5-6-8 F-M-C brown sand;F gravel -24 Trace clay;thin Tense -25 -26 -27 -28 6 24/19 28-30 44-6-7 F-M brown sand -29 -30 No groundwater encountered -31 End of boring:29' -32 End of sample:30' -33 -34 Granular Soils Cohesive Soils Proportions Used Well Installation Key BLOWS/FT DENSITY BLOWS/FT DENSITY M -CONCRETE 0-4 V.LOOSE >2 V.SOFT Trace 0-10% 11 4-10 LOOSE 1 2-4 SOFT Little 10-20% -SAND PACK Z -SOIL BACKFILL 10-30 M. DENSE 4-8 M.STIFF Some 20-35% ® -BENTONITEONITE 30-50 DENSE 8-15 STIFF And 35-50% ig -SCREEN >50 V. DENSE 15-30 V.STIFF -APPROX.WATER >30 HARD CAPE COD TEST BORING BORING NO.2 r � l Cape Cod Test Boring Project Boring No. 3 5 Rayber Road,Orleans,MA 02653 DRL Architects (508)240-1000 Cape Cod Cooperative Bank Sheet 1 of 1 div. Desmond Well Drilling, Inc. Ben Franklin Way, Hyannis Driller: Thomas E Desmond III Boring location:#3 as indicated on boring location stake Helper: Patrick Desmond Ground Surface Elevation: Inspector: Date start:2/16/2006 Date end:2/16/2006 Sampler consists of a two inch split Notes: Auger Size:61/4"x 4"H.S.A spoon driven using a 140 lb. Casing Size: 2"x_'SCH40 PVC FJT hammer failing thirty inches Screen Size: 2"x 'X.010 SCH40 PVC FJT Depth Sample Sample Description Well Installation (FT) NO PEN/REC DEPTH/FT BLOWS 6" 0 -1 -2 -3 -4 1 24/18 4-6 1-2-2-2 Very F-F silty sand;damp -5 -6 -7 -8 -9 2 24/20 9-11 3-3-4-3 Very F-F brown sand -10 -11 -12 -13 -14 3 24/20 14-16 2-3-4-4 Very F-F brown sand -15 -16 -17 -18 -19 4 24/23 19-21 4-5-5-7 Very F sand;trace silty sand -20 -21 -22 -23 -24 5 24/12 24-26 3-6-6-8 F-M-trace C brown sand -25 -26 -27 -28 -29 6 24/16 29-31 5-8-8-10 F-trace M brown sand -30 No groundwater encountered -31 End of boring:29' -32 End of sample:31' -33 -34 Granular Soils Cohesive Soils Well Installation Key BLOWS/FT DENSITY BLOWS/FT DENSITY Proportions Used . -CONCRETE 0-4 V.LOOSE >2 V. SOFT Trace 0-10% MM -SAND PACK 4-10 LOOSE 2-4 SOFT Little 10-20% Z -SOIL BACKFILL 10-30 M.DENSE 4-8 M.STIFF Some 20-35% 30-50 DENSE 8-15 STIFF And 35-50% ® -BENTONITE NITE -SCREEN >50 V.DENSE 15-30 V. STIFF -APPROX.WATER >30 HARD CAPE COD TEST BORING BORING NO.3 1 i v ASSOCIATES INC. ARCHITECTS z West Street Aril 24 2007 Suite G p ' Weymouth, MA 02190-1861 (781)331-8541 Mr. Thomas Perry Fax(781)340-6051 Building Division www.drlarchitects.com 200 Main Street Hyannis, MA 02601 Donald R.Lonergan,AIA Scott R.Towne,AIA RE' Cape,CodFCo p ative Bat kP' Thomas E.Chiudina,AIA Dear Mr. Perry: Enclosed lease find the Construction p nst uction Control Final Affidavits for the new Operations Center.located on Benjamin-Franklin Way. Please do not hesitate to.call with any questions or concerns. Respectfully, Thomas Chiudina,AIA Project Architect Enclosures (3) CD >. W W lv7i ARCHITECTURE PLANNING INTERIOR DESIGN M CONSTRUCTIONANAGEMENT ' f , ARCHITECT CONSTRUCTION CONTROL-FINAL AFFIDAVIT Project Nu:m bete Project Name: Cap*G�"o I Copperative Bank Project Title: Cape Cod Cooperative Bank—New Operations Center Project Location: Benjamin Franklin Way, Barnstable, MA Scope of Project: New 36,000 square foot office building and site development In accordance with Paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Donald R. Lonerpan -Massachusetts Registration Number 4027 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing.the work,as defined by Massachusetts-General Law (M.G.L.)c. 112, §81R. For the above namod project I, or a registered professional architect/engineer under my cognizance, have reviewed the design concept, shop drawings, samples and.other submittals which have-been submitted.by the contractor in accordance with the requirements of the construction documents. I certify that I have been present on the construction site at intervals appropriate to the stage of construction to become generally farrliGar with the progress and-quality of the work and to determine, in general, if the work is being preformed in a manner consistent with the construction documents. I further certify that 1, have inspe t wor ssociated with the Permit and that to the best of my knowledge, ,r�gJ information, and belief_the wo.-was i e_66 ; . e in conformance with.the{permit and plans approved by the Inspection Department an ttlJ. f the Massachusetts State Building Code and all other pertinent laws and or ces. .-97 MASS April 17, 2007 Architect and seal 34 Date Subscribed and sworn t efore me this 17 day of April 2007. 3a 861 0 N tary Public *a _NoL4JJ Commission.Expires R 1 09/28/00 ��IINIIN1111� ao vse e N — s • _ ;y 2 0�Nusefi°';•G g��ii�TgRY P�O�� �1lfilltl111 MECHANICAL CONSTRUCTION COMPLETION AFFIDAVIT In accordance with 780 CMR, Section 116.0 of the Massachusetts State Building Code, I, Curtis G. Rand , being a Registered Professional Engineer certify that I or my designee have performed the necessary professional services and have been present on the construction site to determine that the work proceeded in accordance with the documents approved for the building permit, and have been responsible for the following as specified in Section 116.2.2: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Having been present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work has been performed in a manner consistent with the construction documents. CURTiS y . C. RAND P40.21344 Date: - 1 3 - C9 7 ' Seal Project Title: Cape Cod Cooperative Bank Project Location: Benjamin Franklin Way,Barnstable,Massachusetts Nature of Project: Installation of New Plumbing and HVAC system's in accordance with the 6th Edition of the MA State Building Code and State Plumbing Code. FINAL INSPECTION AFFIDAVIT PROJECT/LOCATION: Cape Cod Co-Operative Bank Lots 23A, 24A&26A Benjamin Franklin Way Barnstable, Massachusetts TO THE BUILDING COMMISSIONER: I CERTIFY THAT I,HAVE INSPECTED THE WORK ASSOCIATED WITH PERMIT NO. ,DATED AND THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF THE WORK HAS BEEN DONE IN CONFORMANCE WITH THE PERMIT AND PLANS APPROVED BY THE INSPECTION DEPARTMENT AND WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND ALL OTHER PERTINENT LAWS AND/OR ORDINANCES. ALANE GOULD, PE LICENSE#37649 s GOULD ENGINEERING ASSOCIATES, INC 187 ANDOVER STREET, GEORGETOWN, MA 01833 THEN PERSONALLY APPEARED THE ABOVE-NAMED ALANE GOULD, PE AND MADE OATH THAT THE ABOVE STATEMENT BY IS TRUE. J C BEFORE ME MY COMISSION EXPIRES, 1 e1.ir_Rg 'NOTARY PUBLICOMIAONC m Expires Mar.10,2001 c11 r ASSOCIATES INC. ARCHITECTS 2 West Street July 18,2006 � Suite G Weymouth, MA 02190-1861 •Thomas Perry Building Commissioner (781)331-8541 200 Main Street Fax(781)340-6051 Hyannis,MA 02601 www.drlarchitects.com RE:Cape Cod Cooperative Donald R.Lonergan,AIA Dear Mr.Perry: Scott R.Towne,AIA Thomas E.Chiudina,AIA As discussed at our meeting on.June 23, the new operations center under construction for the Cape Cod Cooperative Bank was designed with a handicap ramp at the rear entrance to the building.The Building Owner has made it clear that the rear parking and this entrance will be for Bank and tenant employees only and wishes to eliminate the ramp. The two handicap parking spaces originally located at this ramp have been relocated to the front,public entrance which remains fully handicap accessible. Enclosed is a.revised site plan and ground floor plan with these,changes. The landscape plan is also being revised to correctly show this area seeded and planted and will be forwarded to the Cape Cod Commission for their records. Please do not hesitate to call:unth any questions. Respectfully, Thomas Chiudina,AIA Enclosure(2) cc: Mr.Steve Lowell-Cape Cod Coop ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT of B _Wd CAPE COD COMMISSION p 9� 3225 MAIN STREET P.O. BOX 226 * * BARNSTABLE, MA 02630 2r�ss :` tiSS� (508)362-3828 •gCHUS FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org Partial Final Certificate of Compliance Rental Space Date: May 7, 2008 To: Joe Gillis, Senior Manager, Premise (North America) From: Cape Cod Commission Re: Partial Final Certificate of Compliance — Rental Space Applicant: Infor Global Solutions (Michigan), Inc. Property Owner: Cape Cod Cooperative Bank 25 Benjamin Franklin Way �=-- '�1Y1S ����` �b MA 02601 Project Location: 25 Benjamin Franklin Way Hyannis, MA 02601 Project Number: TR-05026 Map/Parcel: Map 296 Parcel 29 and 30 Map 314 Parcel 42 Book/Page: Book13196 Page 291 Book11462 Page 88 I hereby certify that Infor Global Solutions (Michigan), Inc. properly complies with the Development of Regional Impact decision dated February 9, 2006, as modified by decisions dated April 18, 2006, August 8, 2006,'two decisions dated April 30, 2007, and July 17, 2007 relative to issuance of a Partial Final Certificate for part of the 18,125 square feet of rental/tenant space in the 36,250 square foot Cape Cod Cooperative Bank Operations Center building located at 25 Benjamin Franklin Way in Hyannis, MA. Infor Global Solutions (Michigan)' .Elh&!Will occupy 9,508 square feet on two floors of the total 18,125 square feet of rental space in the Cape Cod Cooperative Bank Operations Center building. This is shown on floor plans in the Commission's project file, which N '01 Id 8— VW 805Z I L�1 L. NW were received by E-mail on May 6, 2008 (two PDF documents, from Joe Gillis, Senior Manager, Premise, and (North America). A Specifically, Infor.Global Solutions (Michigan), Inc. has: 1. Sought and received a separate Partial Final Certificate of Compliance for its tenant space in the Cape Cod Cooperative Bank Operations Center building. (condition GC8) 2. Submitted for Commission staff review and approval a copy of.the lease for the rental space. (condition HM1) 3. Provided for Commission staff review a copy of a plan to address proper hazardous waste disposal. (condition HM3) Issuance of the Partial Final Certificate of Compliance As regards requirements set forth by the Cape Cod Commission, Infor Global Solutions (Michigan), Inc. has satisfied all required conditions in order for a Partial Final Certificate of Compliance to be issued for its rental/tenant space in the Cape Cod Cooperative Bank O ations Center building at 25 Benjamin Franklin Way, Hyannis, MA. _17/o Paul Niedzwiecki, Execu ' Dire r Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss , 2008 Before me, the undersigned notary public, personally appeared 2,q,l , in his capacity as Executive Director of the Cape Cod Commission, whose name is signed on the preceding document, and such person acknowledged to me that he signed such document voluntarily for its stated purpose. The identity of such'person Was'proved to me through satisfactory evidence of identification, which was personal knowledge of the undersigned. Notary Public My Commission Expires: Partial Final Certificate of Compliance—Cape Cod Cooperative Bank Operations Center Infor Global Solutions(Michigan), Inc. RentaVTenant Space Of Bd' CAPE COD COMMISSION 0 3225 MAIN STREET tri P.O. BOX 226 BARNSTABLE, MA 02630 `�ssACHVStiS (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org TO: Town of Barnstable Town Clerk and Building Inspector FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Cape Cod Cooperative Bank Operations Center Modification to the Development of Regional Impact Decision DATE: July 23, 2007 Enclosed please find a copy of a minor modification #2 to the Cape Cod Cooperative Bank Operations Center Development of Regional Impact Decision that was signed by the Cape Cod Commission today.. Should you have any questions, please do not hesitate to contact our office. I ® f CD E w M i� Of BAA,� CAPE COD COMMISSION O r. 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 �ssACHUSti� (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org DATE: July 17, 2007 TO: Cape Cod Cooperative Bank FROM: Cape Cod Commission RE: Modification of Development of Regional Impact decision dated February 9, 2006, April 18, 2006, August 8, 2006 and April 30, 2007 APPLICANT: Cape Cod Cooperative Bank PO Box 310 Yarmouthport, MA 02675-0310 PROPERTY OWNER: Cape Cod Cooperative Bank PROJECT: Cape Cod Cooperative Bank Operations Center Benjamin Franklin Way Independence Park, Hy4mfS, MA PROJECT #: #TR 05026 '64,0 Ar, MAP/PARCEL: Map 296, Parcel 29 and 30 Map 314, Parcel 42 BOOK/PAGE: Book 13196, Page 291 � Book 11462, Page 88 MINOR MODIFICATION #2 TO DEVELOPMENT OF REGIONAL IMPACT DECISION ; The Cape Cod Commission approved a Development of Regional Impact (DRI) decision dated February 9, 2006 for a 36,250 square foot, two-story operations center located on Benjamin Franklin Way within Independence Park in Hyannis, MA. The DRI decision dated February 9, 2006 and modified on April 18, 2006 and August 8, 2006 is hereby amended, as the Regulatory Committee approved as:a minor modification #2 the DRI decision on April 30, 2007. All conditions attached to the original decision dated February 9, 2006 and modified on April 18, 2006, August 8,-2006 and April 30, 2007 continue to apply except as modified herein. GC1 The proposed Cape Cod Co-operative Bank Operations Center Project shall be constructed in accordance with the following modified final plan: • Landscape Plan prepared by Kimberly Mercurio Landscape Architecture dated April 23, 2007 (approved as minor modification #2 by a vote of the Regulatory Committee on April 30, 2007) and further amended as a minor modification #1 on July 17, 2007. The decision to modify the revegetation plan will increase the amount of meadow area on the site, with an equivalent decrease in wooded area. This change will not negatively affect the buffering on the site as views are predominantly.from the south, and an area of wooded vegetation (once established) will remain along Ben Franklin Drive to screen the project from this roadway. Cape Cod.Cooperative Bank Modified Decision(#TR05026) fitly 17 ?nn7 • I ti. y•�r . Frank H.Hogan, Chair, Regulatory Co mittee Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss e`{.3 , 2007 Before me, the undersigned notary public, personally appeared , tner capacity as Chairman of the Regulatory Committee, whose name is signed on the preceding document, and such person acknowledged to me that he/she signed.such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification, which was U photographic identification with signature issued by a federal or state governmental agency, L] oath or affirmation of a credible witness, or personal knowledge of the undersigned. Notary Public My Commission Expires: 10113 Cape Cod Cooperative Bank Modified Decision(#TR05026) 2 Tnh, 1,7 7nm 013 BA` s CAPE COD COMMISSION O r 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 �ss4CHUStiS (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org TO: Town of Barnstable Town Clerk, Building Inspector, Conservation Commission, Board of Appeals, Town Planner, Planning Board, Board of Health, DRI Liaison FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Cape Cod Cooperative Bank Operations Center O WtY J P P P Modification to the Development of Regional Impact Decision DATE: May 10, 2007 g Enclosed please find a copy of a minor modification #2 to the Cape Cod Cooperative Bank Operations Center Development of Regional Impact Decision that was signed by the Cape Cod Commission on May 3, 2007. Should you have any questions, please do not hesitate to contact our office. J .ate .. co _j f s-W-i' 433-2©O7 16:07 From:CAFE COD COMMISSION 5W3623136 To:!5087906230 P.2f3 CAPE COD COMMISSION 3225 MAIN STREET P.O. BOX 226 a'V BARNSTABLE, 02630 (608)362-3828 Zak MAY 3 PM 4: 16 FAX(508)362-3136 E-mail:frontdeskagcapecodcomanission.erg PARTIAL FINAL CERTIFICATE OF COM.12.LIANC1. Date: May 3, 2007 Applicant: Cape Cod Cooperative Bank Afiw 1tF: Cape Cod Cooperative Bank Operations Center Partial Final Certircaite of Compliance for Bank Occupancy Only I hereby certify that the Cape Cod Cooperative Bank, the Applicant on the above referenced project, properly complies with the Development of Regional linpact decision tinted Febmary 9, 2006 (and modified on April 18, 2006, August 8, 2006 and April 30, 2007) and that all conditions attached to the decisions required prior to issuance of an Occupancy Permit for the Ba.n.k's occupancy of the new Cape Cod Cooperative Bank Operations Center have been met (008, WR2, NR3, NR4, 'TI, -1-2, CC3, CC5, 20, HMI and RM3 of the- ebruatry 9, 2006 decision), This Partial Final Certificate of Compliance is only valid for the Bank Operations Center, and is not intended to allow for the issuance of a temporary or final Occupancy Permit for the 18,125 square feet of rental space in the 36,250 square foot building. When a.suitable tenant(or tenants) are identified by the property owners,those tenants will be required to: 1. Obtain a Final Certificate of Compliance from the Commission for each tenant space; 2, Submit for review and approval by Commission staff Vopies of site leases for the rental/leased space to ensure their consistency with the requirements and limitations of MPS 4.3.1.3 of the 2002 (revised) RPP. 3, Submit for review and approval by Commission staff a copy of a plan to address proper hazardous waste generation/disposal once the site is in operation relative to cach tenunt/rentaa.l space, to ensure consistency with the requirements of MPS 4.3.1.1 of the 2002 (revised)RPP and Technical Bulletin 03-001, SE Et NEXT PACE FOR SIGNATURE In regards to the requirements set forth by the decision of the Cape Coca Commission, the Town of Barnstable Building inspector is hereby authorized to issue an Occupancy Permit to Cape Cod .� MRY�-03-20D 16:07 From:CPPE COD COMMISSION 56e36231:36 To:15087906230 P.�;13 2 Cooperative Funk for its part of the new Operations Center building on Ben Franklin Way in Barnstable, MA, This Partial Final Certificate of Compliance is not intended to allow (.or the issuEance of a temporary or final Clootipancy Permit for the 18,125 square feet of' rental space in the 36,250 square foot building, Dorr Fox, Chief'Regulatonf 0111cer — � Date COMMONWI.AI:TH OF MASSACHLISEIT'I'S BunisUible, ss e_T�' 20U7 Before ine, the undersigned notary public, personally appeared ce F,x in his capacity as Chid' Regulatory Officer of the Cape Cod Coin in ission, whose name is signed on the preceding document, and such person acknowledged to nee that he signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification, which was personal knowledge ufthe undersigned, N . PublicU a My Commission.Expires: OFFICIAL SEAL �3All A. C�}YI�E NOTARY PUBLIC • MA59. BARNSTABLE COUNTY My Gram. �xplres Ap6i 11, 9 ECv Cape Cod Cooperative Bank Operations Center— Fw Bank Occupancy Only Partial Final Certificate of Compliance 513107 -Of BA,, CAPE COD COMMISSION O 3225 MAIN STREET v P.O. BOX 226 BARNSTABLE, MA 02630 �SSACHUsti� (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org TO: Town of Barnstable Town Clerk, Building Inspector, Town Planner, Planning Board, Board of Health, DRI Liaison, and Chief of Police FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Cape Cod Cooperative Bank Modification to the Development of Regional Impact Decision DATE: May 2, 2007 Enclosed please find a copy of a minor modification 41 to the Cape Cod Cooperative Bank Development of Regional Impact Decision that was signed by the Cape Cod Commission on May 2, 2007. Should you have any questions, please do not hesitate to contact our office. N � �f3 N �Q CIO �' ...of B`' CAPE COD COMMISSION O s. 3225 MAIN STREET * * P.O. BOX 226 BARNSTABLE, MA 02630 SSA CHUStiS (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org Date: April 30, 2007 From: Cape Cod Commission RE: Modification of a Development of Regional Impact Applicant: Cape Cod Cooperative Bank P.O. Box 310 Yarmouthport, MA 02675-0310 Project: Cape Cod Cooperative Bank Operations Center Ben Franklin Way Hyannis, MA 02601 Project #: HDEX # 05018 Book/Page: Book 13196 Page 291 Book 11462 Page 88 Background The above referenced project, the Cape Cod Cooperative Bank Operations Center was approved, with conditions, by a vote of the Cape Cod Commission (Commission) on February 9,'.2006. This project is located in several sensitive water resource areas according to the 2002 (revised) Regional Policy Plan (RPP), including a Wellhead Protection Area. Findings in the approved DRI decision note this, and that during the Commission's review, the applicant did not account for hazardous wastes generated from the site— by the Bank and tenants- once the facility would be in operation. Commission review of past projects indicates the site will generate hazardous wastes such as fluorescent bulbs, used computers and cathode ray tubes, regardless of the final tenancy. Because of this, condition HM1 required that prior to the issuance by the Commission of a Final Certificate of Compliance, the applicant.was to submit for review and approval by Commission staff copies of site leases to ensure their consistency with the requirements and limitations of MPS 4.3.1.3 of the 2002 (revised) RPP. L� 2 In an April 27, 2007 letter to Greg Smith, the Commission's project manager, Mr. Joel. G. Crowell, the Bank President, indicates that the Bank has "not signed up any tenant for the rental space." The letter also acknowledges that when the Bank does, it "will i supply a copy of the proposed lease to (Commission staff]to undertake a review of the use the tenant wishes." i Regional Policy Plan MPS 4.3.1.1 requires that development and redevelopment shall make reasonable efforts to minimize their hazardous material use and/or waste generation. Applicants are also required to submit a plan to demonstrate how their project will achieve conformance with this standard. The project's final tenants were not known at the time the DRI decision was issued. To be consistent with MPS 4.3.1.1, the condition HM3 required that the applicant develop a plan to minimize the site's hazardous material use and to address waste generation. Based on the April 27, 2007 letter from Mr. Crowell, as the only occupant of the site at this time is the Bank, it is expected to utilize gasoline; motor oil, batteries and fluorescent lamps on site, and to generate used motor oil, batteries and outdated computer monitors and computers. Determination The Chief Regulatory Officer of the Cape Cod Commission has determined that a revision to the conditions of the original decision have a separate Final Certificate of Compliance from the Commission prior to occupancy of the site by the Bank, and prior to occupancy by each of the tenants of the rental space(s) by one.or more tenants constitutes de minimus change and is approved as Type 1 Minor Modification. The. following changes shall be made�to the`conditions of the original DRI decision. Changes to Original Decision GC8 Prior to receiving a separate temporary or Final Certificate of Occupancy from the Town of Barnstable for the Bank and for each tenant space, the Applicant shall obtain a Final Certificate of Compliance from the Commission for the Bank and for each tenant space. HM1 Prior to the issuance by the Commission of a Final Certificate of Compliance for each tenant space, the Applicant shall submit for review and approval by Commission staff copies of site leases for the rental/leased space to ensure their consistency with the requirements and limitations of MPS 4.3.1.3 of the 2002 (revised) RPP. Unless and until the Commission staff issues a written approval of site leases (which said approval shall not be unreasonably withheld), no Final Certificate of Compliance may be issued for each tenant/rental space. HM3 Prior to issuance of a Certificate of Use/Occupancy,.and prior to issuance by the Commission of a Final Certificate of Compliance, the Applicant shall submit for review and approval by Commission staff a copy of a plan to address proper hazardous waste generation/disposal once the site is in operation relative to the Bank and relative to each tenant/rental space, to ensure consistency with the Cape Cod Cooperative Bank—Minor Modification Type#1 —Leases—4/30/07 co ' 3 requirements of MPS 4.3.1.1 of the 2002 (revised) RPP and Technical Bulletin 03-001. Unless and until the Commission staff.issues a written approval of said plan or plans (which said approval shall not be unreasonably withheld), no Final Certificate of Compliance may' be issued for the Bank, or for each tenantfrental space. Chief Regulatory Officer Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. i Before me, the undersigned notary public, personally appeared whose name Chief Regulatory Officer of the Cape Cod Commission, m his capacity as C g ry p is signed on the preceding document, and such person acknowledged tome that he signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification, which was personal knowledge of the undersigned. No ary Public My Commission expires: tl Cape Cod Cooperative Bank—Minor Modification Type#1 —Leases—4/30/07 Hof Bps CAPE COD COMMISSION v - 3225 MAIN STREET -R. -- tzP.O. BOX 226 BARNSTABLE, MA 02630 ass ti� (508)362-3828 ACHU S FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org DATE: April 30, 2007, TO: Cape Cod Cooperative Bank FROM: Cape Cod Commission RE: Modification of Development of Regional Impact decision dated February 9, 2006, April 18, 2006 and August 8, 2006 APPLICANT: Cape Cod Cooperative Bank PO Box 310 Yarmouthport, MA 02675-0310 PROPERTY OWNER: Cape Cod Cooperative Bank PROJECT: Cape Cod Cooperative Bank Operations Center Benjamin Franklin Way Independence Park, Hyannis, MA PROJECT#: #TR 05026 MAP/PARCEL: Map 296, Parcel 29 and 30 Map 314, Parcel 42 BOOK/PAGE: Book 13196, Page 291 Book 11462, Page 88 MODIFICATION TO DEVELOPMENT OF REGIONAL IMPACT DECISION The Cape Cod Commission approved a Development of Regional Impact (DRI) decision dated February 9, 2006 for a 36,250 square foot, two-story operations center located on Benjamin Franklin Way within Independence Park in Hyannis, MA. This decision is hereby amended by 'a vote of the Regulatory Committee dated April 30, 2007. All conditions attached to the original decision dated February 9, 2006 and modifications dated April 18, 2006 and August 8, 2006 continue to apply except as modified herein. Conservation Restriction 1) Given that the location of the proposed open space is isolated from other protected open space, and that this property does not contain unusual habitat types, a non-statutory restriction was found by the Regulatory Committee to be a More appropriate conservation tool for this property. The restriction should run in favor of the town's conservation commission or a local land trust, and not,the CCC. The Town of Barnstable has been identified as the entity to monitor the land and ensure that the restrictions are enforced. Open Space A small portion of the open space Parcel B has been paved over by the owners of Independence Park. This encroachment on Parcel B consists of approximately.370 square feet. The applicant provided 26,136 square feet of.excess open space as a project benefit, Cape Cod Cooperative Bank Modified Decision(#TR05026) ►4�raii 30� zvorj z� and the excess open space in lieu of the paving operations onto Parcel B still provide 25,766 square feet of open space on the project site. CONDITIONS NR3 In accordance with Finding NR3, prior to the issuance of a final Certificate of Compliance, the Applicant shall provide to the Cape Cod Commission a non- statutory conservation restriction (restrictive covenant) and accompanying plan which provides that 215,191 square feet(which includes the 125,191 square foot Parcel A and the 90,000 square foot traffic mitigation Parcel B) identified as open space on the plan titled "Open Space Plan Prepared for Cape Cod Cooperative Bank" dated December 21, 2005 prepared by Holmes and McGrath shall be preserved as permanent open space. The restriction and site plan shall be approved by Commission counsel, executed and recorded at the Registry of Deeds or Registry District of the Land Court, and proof of recording shall be provided to the.Commission prior to issuance of a final Certificate of Compliance. NR3 Amended to reflect that Parcel B's open space square footage has.been reconfigured due to inadvertent pavement activities by Independence Park, the total square footage of Parcel B has been reduced from 26,136 square feet to 25,766 square feet. rank Hogan, Chair Date Commonwealth of Massachusetts County of Barnstable On this 3rd day of May, 2007, before me personally appeared Frank Hogan to me known to be the person described in and who executed the foregoing instrument,-and acknowledged that he executed the same as his free act and deed. /j.z '/) Notary Commonwealth of Massachusetts My Commission Expires: 3 111 Cape Cod Cooperative Bank Modified Decision(#TR05026) 2 anr;l zn 1nm of BA CAPE COD COMMISSION UO ®" 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 9ssACHUs (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org DATE: August 8, 2006 TO: Cape Cod Cooperative Bank FROM: Cape Cod Commission RE: Modification of Development of Regional Impact decision dated February 9, 2006 and April 18, 2006 APPLICANT: ape Cod`Cooperative Bank PO Box 310 Yarmouthport;MA 02675-0310 PROPERTY OWNER: Cape Cod Cooperative Bank PROJECT: Cape CooperativeCod_ � Bank Operations Center �njamin_Eranklin WaWay- ----1 Independence Park, Hyannis, MA PROJECT#: #TR 05026 MAP/PARCEL: Map 296, Parcel 29 and 30 o(Q Map 314, Parcel 42 BOOK/PAGE: Book 13196, Page 291 Book 11462, Page 88 MODIFICATION TO DEVELOPMENT OF REGIONAL IMPACT DECISION The Cape Cod Commission approved a Development of Regional Impact(DRI) decision dated February 9, 2006 for a 36,250 square foot, two-story operations center located on Benjamin Franklin Way within Independence Park in Hyannis, MA. According to condition GC in the February 9, 2006 decision, the proposed Cape Cod Co-Operative Bank Operations Center Project shall be constructed in accordance with the following plans: Site Plan prepared by Holmes and McGrath (Sheets 1-5) dated October 18, 2005 and received by staff December 14, 2005. . On June 23, 2006 the applicant submitted a letter to Commission staff requesting a minor modification #1 to allow for changes to be made to the site plan for the relocation of a handicap ramp and handicap parking spaces from the rear of the proposed building. At this time, site plans had not been prepared by the applicant showing the proposed changes. Staff received both a letter from the applicant and revised site plans from Holmes and McGrath (Sheets 1 of 5, 3 of 5 and 5 of 5 dated July 24, 2006) on August 7, 2006, requesting a minor modification#1. The DRI decision dated February 9, 2006 and amended April 18, 2006 is hereby amended as a minor modification #1 by a determination of the Executive Director on Cape Cod Cooperative Bank Modified Decision(#TR05026) AnonetR Wnn6 ell August 21, 2006. All conditions attached to the original decision dated February 9, 2006 and amended April 18, 2006 continue to apply except as modified herein. Condition GC1 is replaced with the following: The proposed Cape Cod Co-Operative Bank Operations Center Project shall be constructed in accordance with the following plans: • Site Plan prepared by Holmes and McGrath (Sheets 2 of 5 and 4 of 5) dated October 18, 2005 and received by staff December 14, 2005. • Site Plan prepared by Holmes and McGrath (Sheets 1 of 5, 3 of 5 and 5 of 5) dated July 24, 2006 and received by staff August 7, 2006.' Mar et . Fenn, Executive Director Date Commonwealth of Massachusetts County of Barnstable On this L a = day of& sue, ,. o,04 , before me, the undersigned notary public, . personally appeared (til�,P.� i L. � ,proved to me through satisfactory evidence of identification, which was personal knowledie to be the person whose name is signed on the preceding or attached document, and acknowledged to me that (he)(she) signed it voluntarily for its stated purpose. Notary Public Commonwealth of Massachusetts 0RqF STE'�/EN FOX VOTARY PUBLIC-MASS. BARNSTABLE COUNTY My Commission Expires: E(bm Comm. �m�l », 2008 Cape Cod Cooperative Bank Modified Decision(#TR05026) 2 a„oncr R �nn� F Bq�� 9 CAPE COD COMMISSION 0 � 3225 MAIN STREET U .r_ ®;'- - rn r P.O. BOX 226 c� BARNSTABLE, MA 02630 9ssACHUs��� (508)362-3828 FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org .-TO: Town of Barnstable Town Clerk, Building Inspector, Town_Planner, Planning Board,Board of Health FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Cape Cod Cooperative Bank Modification to the Development of Regional Impact Decision DATE: August 11, 2006 Enclosed please find a copy of a minor modification #1 to the Cape Cod Cooperative Bank Development of Regional Impact Decision that was signed by the Cape Cod Commission on August 8,2006. Should you have any questions, please do not hesitate to contact our office. OF BAR�s CAPE COD COMMISSION v ® 3225 MAIN STREET, P.O. BOX 226 o BARNSTABLE, MA 02630 Wyss S��S (508)362-3828 ACHY FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org TO: Town of Barnstable Town Clerk, Building Inspector, Conservation Commission, Board of Appeals, Town Planner, Planning Board, Board of Health, DRI Liaison FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Cape Cod Cooperative Bank Modification to the Development of Regional Impact Decision DATE: May 30, 2006 Enclosed please find a copy of a modification to the Cape Cod Cooperative Bank Development of Regional Impact Decision that was signed by the Cape Cod Commission on today. Should you have any questions, please do not hesitate to contact our office. t� BAs CAPE COD COMMISSION r 3225 MAIN STREET U ®' rri * P.O. BOX 226 L BARNSTABLE,MA 02630 (508)362-3828 SACHUS� FAX(508)362-3136 E-mail:frontdesk®capecodcommission.org DATE: April 18, 2006 TO: Cape Cod Cooperative Bank FROM: Cape Cod Commission RE: Modification of Development of Regional Impact decision dated February 9, 2006 APPLICANT: Cape.Cod Cooperative Bank PO Box 310 Yarmouthport, MA 02675-0310 PROJECT: Cape Cod Cooperative Bank Operations Center PROJECT#: #TR 05026 MODIFICATION TO DEVELOPMENT OF REGIONAL IMPACT DECISION The Cape Cod Commission approved a Development of Regional Impact (DRI) decision �i dated February 9, 2006 for a 36,250 square foot,two-story operations center located on �1 Benjamin Franklin Way within Independence Park in Hyannis, MA. According to condition NR2 in .the February 9, 2006 decision, the applicant shall contribute $250,000 to the Barnstable County Treasury for the Town of Barnstable fund for open space acquisition prior to the issuance of a.preliminary Certificate of Compliance. In April 2006, the applicant made an application for a minor modification to allow for the establishment of an escrow agreement for the open space contribution as outlined in condition NR2. The DRI decision dated February 9, 2006 is hereby amended as a minor modification #2 by a vote of the Regulatory Committee on April 18, 2006. All conditions attached to the original decision dated February 9, 2006 continue to apply except as modified herein. Condition NR2 is replaced with the following: 1. The applicant shall deposit Two Hundred Fifty Thousand ($250, 000.00) dollars ("the escrow funds") with the 'Barnstable County Treasurer prior to the issuance of a preliminary Certificate of Compliance, which funds will be held in escrow by the Barnstable County Treasurer ("the treasurer"). The treasurer shall hold the escrow funds Cape Cod Cooperative Bank Modified Decision(#TR05026) Anril 1R W10C, ZJ until May 31, 2006, unless the applicant provides a written request to the Executive Director for an extension as outlined in paragraph five of this condition. The applicant may seek the return of the escrow funds from the Treasurer by submitting a letter to the Executive Director of the Cape Cod Commission (the Commission) from a duly authorized officer of the.Cape Cod Cooperative Bank, indicating that the applicant has failed to obtain a local building permit and/or failed to close on the purchase of the land upon which the project is sited, and further requesting that the Cape Cod Commission rescind the DRI approval decision. 2. The rescission of the DRI decision # 05026 shall be placed on the next Cape Cod Commission meeting agenda for a vote and the results of that vote shall be placed on record with the Barnstable Registry of Deeds. Once this vote is on record, the Executive Director may authorize the Treasurer to release the escrow funds to a duly authorized agent of the applicant. 3. Prior to May 31, 2006, the Executive Director may authorize the treasurer to release the escrow funds to the Town of Barnstable for open space acquisition once the local building permit. has issued and the applicant, has provided written notice to the Commission that development as defined.by the CCC Act has commenced on site. In the event the Applicant does not provide written notice of development which has begun on the property, the CCC staff may make a written request to. the Applicant that it be allowed to conduct a site inspection. The Applicant shall allow for such inspection within 5 calendar days of a written request. If CCC staff determines that development has begun upon the property, then the Executive Director of the.CCC may authorize the treasurer to release the escrow funds to the Town of Barnstable for open space acquisition unless the Applicant seeks a determination as to the ownership of the escrow funds pursuant to paragraph eight of the escrow.agreement. 4. In the event that the Executive Director of the Commission receives no written notice ,. or correspondence from the Applicant prior to May 31, 2006 requesting either an extension-or the return of the escrow funds as outlined in paragraph one, the Executive Director of the Commission may authorize the Treasurer to disburse the escrow funds to the Town of Barnstable fund for open space acquisition in accordance with the terms of the escrow agreement. Subsequent to May 31, 2006, in the event the applicant has sought an extension of time to obtain either a building.permit from the Town of Barnstable. or closing upon the property in accordance with paragraph five, the Executive Director of the CCC may authorize the Treasurer to release the escrow funds provided the conditions and the procedure outlined in paragraph three are completed. 5. The applicant may n6tify the Cape Cod Commission before May 31, 2006 by letter to the Executive Director of the Commission that it has not yet obtained a building permit or yet closed on the property and further requesting that the escrow period be extended until such time that the building permit has issued and the applicant has closed on the property. During the extended escrow period, the escrow funds shall remain in escrow with the Barnstable County treasurer. In no event shall the extension'period exceed seven years from the date of the escrow agreement. Should the applicant seek the return of the Cape Cod Cooperative Bank Modified Decision(#TR05026) 2 a.,T;l 1 R 1n06 1 tf escrow funds at any time, the DRI decision# 05026 shall be rescinded in accordance with the procedure outlined in patragraph two of this condition. Ja v gerson Date Commonwealth of Massachusetts County of Barnstable On this day of Ay), before me,the undersigned notary public, personally appeared Q , proved to me through satisfactory evidence of identification, which was personal knowledge to be the person whose name is signed on the preceding or attached document, and acknowledged to me that (he)(she) signed it voluntarily for its stated purpose. Notary Public Commonwealth of Massachusetts My Commission Expires: /'0 li Cape Cod Cooperative Bank Modified Decision(#TR05026) 3 A nril 1 SZ M06 I� of BAs CAPE COD COMMISSION O 3225 MAIN STREET V w ® to P.O. BOX 226 * BARNSTABLE, MA 02630 362-3828 SSACgU FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org PRELIMINARY CERTIFICATE OF COMPLIANCE DATE: April 19,2006 APPLICANT: Cape Cod Cooperative Bank PO Box 310 Yarmouthport, MA 02675-0310 PROJECT#: TR#05026 r f , PROJECT: Cape Cod Cooperative Bank Operations Center MAP/PARCEL: Map 296, Parcel 29 and 30 =" Map 314,Parcel 42 BOOK/PAGE: Book 13196, Page 291 Book 11462,Page 88 I hereby certify that Cape Cod Cooperative Bank, the applicant on the above referenced pf6f t, properly complies with the Development of Regional Impact Decision dated February 9, 2006 for all applicable conditions attached to the Decision (NR1, NR2, CC1, CC6, EL1, N1, HM 2 and E1). Specifically, this Preliminary Certificate of Compliance is issued to allow for the issuance of a Bui ding Permit from Town o am ble. F r 6 L o /Mar ret L. enn,Executive Director Date Barnsta ,ss. On this 19'' day of April ' 2006 before me, the undersigned Notary Public, personally appeared Margaret L. Fenn, proved to me through satisfactory evidence of identification, which was personal knowledge, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose(s). N Public n Co onwealth of Massachusetts ©� �` OFFICIAL SEAL GAIL A. CQYNE My Commission Expires: i � - MASS. BARNSTABLE COUNTY - MY Comm. Expires April 11, 2008 t�«1 OF BA A.J' CAPE COD COMMISSIOiv 3226 MAIN STREET t1i_ P.O. BOX 226 BARNSTABLE, MA 02630 a 2 M i 'Y,fsA US (508)362-3828 r1 J CH FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org PRELIMINARY CERTIFICATE OF COMPLIANCE DATE: April 19, 2006 APPLICANT: Cape Cod Cooperative Bank PO Box 310 Yarmouthport, MA 02675-0310 PROJECT#: TR#05026 PROJECT: Cape Cod Cooperative Bank Operations Center . MAP/PARCEL: Map 296,, Parcel 29 and 30 �' otP Map 314, Parcel 42 �( BOOK/PAGE: Book 13196,Page 291 1 Book'11462,Page 88 I hereby certify that Cape Cod Cooperative Bank, the applicant on the above referenced project, properly complies with the Development of Regional'Impact Decision dated February 9, 2006 for all applicable conditions attached to the Decision (NR1, NR2, CCI, CC6, ELI, N1, HM'2 and E1). Specifically, this Preliminary Certificate of Compliance is issued to allow for the issuance of a Builing Permit from Town o am ble. l Mar ret L. enn,Executive Director Date Barnsta , ss. On this 19�h day of April , 2006 before me, the undersigned Notary Public, personally appeared Margaret L. Fenn, proved to me through satisfactory evidence of identification, which was personal knowledge, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that.she signed it voluntarily for its stated purpose(s). N a Public Co onwealth of Massachusetts OFFICIAL ShgL My Commission Expires: GALL A. CQYNE BARNSTq$ CQUN y� MY Comm. Exp{res April 11, 2008 �J ° RA s� CAPE COD COMMISSION O 3225 MAIN STREET V ® hn P.O.BOX 226 BARNSTABLE, MA 02630 9 �`S (508)362-3828 ssACHUzo FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org PRELIMINARY CERTIFICATE OF COMPLIANCE DATE: April 19, 2006 APPLICANT: Cape Cod Cooperative Bank PO Box 310 Yarmouthport,MA 02675-0310 PROJECT#: TR#05026 PROJECT: Cape Cod Cooperative Bank Operations Center MAP/PARCEL: Map 296,Parcel 29 and 30 Map 314,Parcel 42 BOOK/PAGE: Book 13196, Page 291 Book 11462,Page 88 1 hereby certify that Cape Cod Cooperative Bank, the applicant on the above referenced project, properly complies with the Development of Regional Impact Decision dated February 9, 2006 for all applicable conditions attached to the Decision„(NR1, NR2,,CCI. CC6, EL1, N1, HM 2 and E1). Specifically, this Preliminary Certificate of Compliance .is issued to,allow for the issuance of a Bui ing Permit from Town o , am able Mar ret L. enn,Executive Director Date Barnsta , ss. On this 19'h day of April 2612006 before me, the undersigned Notary Public, personally appeared Margaret L. Fenn, proved to me through satisfactory evidence of.identification, which was personal knowledge, to be the.person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose(s). N Public Co onwealth of Massachusetts . . . n � •OFFS ICIACIALSEAI. My Commission Expires GAII,a CO BARNSTABLE COUNTY My Comm. Expires April 1 It 2008 Z� 013 BAs CAPE COD COMMISSION O r 3225 MAIN STREET U m P.O. BOX 226 r BARNSTABLE, MA02630 rrl€ (508)362-3828 SACH'Jc3 FAX(508)362-3136 E-mail:frontdesk@capecodcorhmission.org v,..UI:�lS1G� TO: Town of Barnstable Town Clerk, Building Inspector, Conservation Commission, Board of Appeals, Town Planner, Planning Board, Board of Health, DRI Liaison FROM: Gail P. Hanley, Clerk of the Commission SUBJECT: Cape Cod Cooperative Bank Development of Regional Impact Decision DATE: February 22, 2006 Enclosed please find a copy of the Cape Cod Cooperative Bank Development of Regional Impact Decision that was signed by the Cape Cod Commission on"February 21, 2006. Should you have any questions, please do not hesitate to contact our office. of BqA,� CAPE COD COMMISSION O - - 3225 MAIN STREET P.O.BOX 226 * * BARNSTABLE, MA 02630 (508)362-3828 SACHUS� FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org DATE: February 9, 2006 APPLICANT: Cape Cod Co-operative Bank PO Box 310 Yarmouthport, MA 02675-0310 RE: Development of Regional Impact Cape Cod Commission Act, Sections 12 and 13 PROJECT#: TR# 05026 a - 5 PROJECT: Cape Cod Co-operative Bank Operations Center. MAP/PARCEL: Map 296, Parcel 29 and 30 l Map 314, Parcel 42 ,5o C o t t� s , , '. W `�+�M����Q i BOOK/PAGE: Book 13196, Page 291 C` Book 11.462, Page 88 DECISION OF THE CAPE COD COMMISSION SUMMARY The Cape Cod Commission (Commission) hereby approves with conditions the application of Cape Cod Co-operative Bank (Applicant) as a Development of Regional Impact (DRI) pursuant to Sections 12 and 13 of the Cape Cod Commission Act (Act), c.716 of the Acts of 1989, as amended, for the proposed Cape Cod Co-operative Bank Operations Center project (Project) in Hyannis, MA. The decision is rendered pursuant to a vote of the Commission on February 9, 2006. PROJECT DESCRIPTION The project site is located on Benjamin Franklin Way within Independence Park, which is deemed part of an industrial growth center in the Barnstable Local Comprehensive Plan (LCP). The proposed two-story building will have a building footprint of 15,000 square feet and gross floor area of 36,250 square feet and will have two driveways on'Ben Franklin Way. The bank is proposing to move the existing administrative offices and staff to the new building from the existing operations center in Yarmouthport. The bank will occupy approximately half of the Final Decision Cape Cod Co-operative Bank Project-TR05026 February 9,2006 ZAJ 9 proposed building and lease out the remaining general office space. No new additional staff are proposed to be hired. PROCEDURAL HISTORY The Cape Cod Co-operative Bank Project was referred to the Commission as a mandatory Development of Regional Impact.(DRI) by the Barnstable Town Manager on September 22, 2005. The Applicant submitted a DRI application dated October 28, 2005. A duly noticed public hearing was conducted pursuant to Section 5 of the Act by an authorized subcommittee of the Commission on January 10, 2006 at the Barnstable Superior Courthouse. The subcommittee held a public meeting on January 26, 2006 to deliberate on the Project, reviewing it under the 2002 Regional Policy Plan (RPP), as revised, and voted unanimously to recommend approval to the full Commission. The final public hearing was held before the full Commission on February 9, 2006. At this hearing, the Commission voted unanimously to approve the Project as a DRI, subject to conditions: MATERIALS SUBMITTED FOR THE RECORD From the Applicant: •. Memorandum from Attorney Michael Ford regarding submissions to staff dated October .21, 2005 • DRI application form dated October 28, 2005 • DRI narrative information dated October 28, 2005 • Purchase and sale agreement dated October 28, 2005 • Resource Inventory b ENSR International dated October 28, 2005 Natural ry y , • Nitrogen loading report dated November 28, 2005 Site plans (Sheets 1-5 by Holmes and McGrath) dated December.14, 2005 Conceptual parking mitigation.site plan for parcel B dated December 14, 2005 • Computer elevations dated.December 14, 2005 • Open space plan dated December 22, 2005 • Revised DRI narrative submitted by Attorney Ford's office dated December 23, 2005 •. Design narrative submitted by DRL Architects dated December 27, 2005 • Memorandum from VHB, Inc. dated December 27, 2005 • Lighting technical cuts submitted by DRL Architects dated January 10, 2006 Memorandum from Attorney.Michael Ford dated January 12, 2006 • Memorandum from Attorney Michael Ford dated January 17, 2006 • Revised stormwater plan submitted dated January 20, 2006 • Revised landscaping plan submitted by DRL Architects dated January 26, 2006 • Revised building plans prepared by DRL Architects dated January 27, 2006 • Memorandum.from Attorney Michael Ford regarding draft decision dated January 27, 2006 • Draft 3-year landscaping maintenance agreement dated January 31,2006 • Photometric site plan.prepared by DRL Architects received by staff dated February 1, 2006 • Revised.Planting Plan(Sheet L-1) submitted by DRL Architects dated February 8, 2006 Final Decision 2 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 From Cape Cod Commission staff: • Memorandum to Attorney Michael Ford regarding landscaping dated January 18, 2006 From Federal, State or Local officials: • Application for site plan review dated September 7, 2005 • DRI Referral Form dated September 22, 2005 • Letter from Representative Demetrius Atsalis dated November 17, 2005 • Letter from Massachusetts Historical Commission dated November 21, 2005 •. Letter from Barnstable Town Manager dated January 10, 2006 • Email from Ms. Patricia Daley dated January 12, 2006 • Letter from Growth Management Department regarding open space dated February 1, 2006 From the Public: • Email from Mr. Tony Shepley dated January 10,2006 The application and'notices of public hearings relative thereto, the Commission staff s notes, exhibits and correspondence, the transcript and minutes of meetings and hearings and all written submissions received in the course of our proceedings are incorporated into. the record by reference. TESTIMONY Note: see minutes in Project file for complete public hearing and subcommittee meeting proceedings. At the January 16, 2006 public hearing the Applicant provided an overview of the proposed Project. Staff.provided an overview of issues associated with community character, transportation, water resources, economic development and hazardous waste management. The Subcommittee heard oral testimony at the Public Hearing from: Patty.Daley of the Barnstable Department of Growth Management read a letter into the record from Town Manager John Klimm stating that his office was in support of the proposed project. She also stated that the proposed chain link fence around the detention pond was required under the town's zoning bylaw. Christopher Olsen, Deputy Fire Chief from the Town of Barnstable, spoke about the proposed design of the Operations Center and stated that the department wanted access to the building from all sides. He also stated that the department would like an Opticon system at the nearby intersection. JURISDICTION The proposed Project qualifies as a Development of Regional Impact under Section 3(e) of the DRI Enabling Regulations governing review of Developments of Regional Impact as new construction of any building or buildings with a Gross Floor Area greater than 10,000 square feet. Final Decision 3 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 ^ 6 FINDINGS The Commission has considered the application of Cape Cod Co-operative Bank for the .proposed Cape Cod Co-operative Bank Operations Center Project, and based on consideration of such application and upon the information presented at the public.hearings and submitted for the record, makes the following findings pursuant to the 2002 RPP and Section 23 of the Act: General G1 The proposed project, located on Benjamin Franklin.Way within the Independence Park, consists of the.construction of a new two-story building that will have a building footprint of 14,567 square feet and gross floor area of 36,250 square feet. The building will have two driveways on Ben Franklin Way. The applicant is proposing significant landscaping improvements, and will be preserving more than four acres of open space. Natural Resources NRI. 'The 7.3-acre project site is located in Significant Natural Resource. Area (SNRA) according to the RPP maps due to its location within a public wellhead protection area. According to the Massachusetts Natural Heritage and Endangered Species Program (NHESP) Atlas, the site is not located within mapped rare species habitat. No wetlands are located on the site. NR2 In accordance with MPS 2.4.I.1, the applicant submitted a natural resources inventory (NRI) prepared by ENSR International. According to the NRI the primary habitat on site is pine-oak forest, with a community of herbaceous species, woody shrubs, and young pines along the road shoulder. The interior portion of the site has been cleared. The NRI notes .that while the pine-oak woodland on site provides food, habitat and potential nesting sites for wildlife, these wildlife benefits have been diminished by the development patterns and land uses in the surrounding area. NR3 The project is required to provide permanently protected open space at a 2:1 open space to development area ratio, due to its location within SNRA. According to the Open Space. Plan dated December 21, 2005,the development area for the project is 2.14 acres (93,116 square feet), and the open space requirement is 4.28 acres (186,232 square feet). According to the open space plan, the Applicant proposes to provide 2.87 acres (125,191 square feet) of open space on site, consisting of 1.77 acres of"natural" open space and 1.11 acres of "revegetated" open space located around the perimeter of the site and abutting 90,000 square feet of open space ("Parcel B") that is proposed to be set aside for traffic mitigation purposes. According to a memo dated January 12, 2006, the applicant . will address the remaining balance of the open space requirement (approximately 1.4 acres) by providing $250,000 to the Town of Barnstable for the purchase of off-site open space in Barnstable. In a letter dated February 1, 2006, the town indicated that a $250,000 cash contribution is sufficient to purchase two acres of off-site open space and that it considers the excess contribution of 0.6 acres to be a project benefit. The provision of off-site open space or a cash contribution for the purchase of open space is appropriate, given the nature of the surrounding area. Final Decision 4 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 Water Resources WRI The project is located in several sensitive water resource areas according to the RPP Water Resource Classification Maps, including a Wellhead Protection Area and a Marine Water Recharge Area. WR2 The project will contribute approximately 2,700 gallons per day of wastewater to the Barnstable Water Pollution Control Facility, which flows to Lewis Bay. A critical nitrogen load for Lewis Bay has not yet been determined. WR3 Nitrogen loading calculations have been provided, accounting for the nitrogen contribution from stormwater and fertilizer. The estimated nitrogen load is less than 1 ppm and is consistent with MPS 2.1.1.2.A.1, which requires that nitrogen loading.in Wellhead Protection Areas be less than 5 ppm. WR4 %Stormwater will be disposed of on-,site and is consistent with the stormwater goals and MPSs of the RPP. Clean roof runoff will be directly infiltrated into drywells. Runoff from the majority of paved surfaces will be directed to a vegetated swale with overflow to a subsurface leaching basin. An overflow weir for storms greater than a 100-year event is provided. An inspection and maintenance plan was submitted and is consistent with MPS 2.1.3.6. The plan includes language to minimize compaction of the soils during construction of the grassed detention basins and to periodically inspect the infiltration capacity of the basin. Transportation T1 Cape Cod Cooperative bank proposes to construct a 36,250 square foot bank operations center with general office space on Benjamin Franklin Way in Hyannis, MA. The proposed development would have two driveways on Benjamin Franklin Way, which is not a regional road as defined in the.2002 RPP. The project will be located in Independence Park, which is a certified growth center within the Town of Barnstable. I T2 The trip generation for this project is based.on the Institute of Transportation Engineer (ITE) Trip Generation manual; the office building is estimated to generate 118 vehicle trips during the highest peak hour (the PM peak hour) and 594 daily vehicle trips. The traffic impacts from this project have been assessed in accordance with MPS 4.1.2.1, which provides if a Development of Regional Impact meets the 25 percent trip reduction goal, then 25.percent of the site generated traffic can be subtracted from the anticipated traffic impact locations. Based on MPS 4.1.2.1' after subtracting 25 percent of the site generated traffic, the project's peak hour traffic impacts are 89 afternoon peak hour trips. MPS 4.1.3.3 allows for a further reduction in peak hour traffic impacts of ten percent if a project is located within a certified growth center. Because the project is located within a certified growth center, the project's peak hour impacts are estimated of 80 afternoon trips. T3 MPS 4.1.1.2 requires all DRIB to analyze the potential safety impacts caused by the project at any known hazardous intersections where the project is expected to add 25 or more peak hour trips. It is anticipated that the development would generate more than 25 Final Decision 5 Cape Cod Co-operative Bank Project-TR05026 . February 9,2006 peak hour trips at only one regional intersection, Attucks Lane at Independence Drive. Based on the applicant's trip distribution, the intersection of Attucks Lane and Independence Drive would be impacted by 40 new vehicles trips during the afternoon peak hour. Based on previous studies, the intersection of Attucks Lane and Independence Drive is not a significant safety hazard. All other regional intersection would be impacted by less than 25 peak hour trips. T4 MPS 4.1.1.7 requires all DRIs access/egress locations within public ways to meet fi Massachusetts Highway Departments (MHD) and American Association of State Highway Transportation Officials (AASHTO) standards for safe stopping sight distance. Based on the applicant's field observations, the stopping sight distances are adequate based on AASHTO and MHD standards. T5 MPS 4.1.2.6 requires the amount of parking spaces allowed to be the minimum required - �y local zoning. The Town of Barnstable requirez 126 parking spaces plus 5 handicap spaces to be provided on site and the site plan shows 126 parking spaces plus 6 handicap. spaces. T6 Regardless of project size, all DRIB are required to reduce site-generated traffic by 25 percent (MPS 4.1.2.1). The applicant has proposed a voluntary trip reduction plan that mitigates all daily traffic impacts from this proposed. development. The applicant has proposed to a trip reduction plan that consists of an"employee trip reduction plan and to place a permanent conservation restriction on a parcel of vacant'developable land held by . an appropriate conservation land trust. MPS 4.1.2.8 allows vacant developable land as an acceptable mitigation alternative. The applicant will provide a 90,000 square foot parcel of land ("Parcel B") identified as open space on the plan titled "Open Space Plan Prepared for Cape Cod Cooperative Bank" dated.December 21, 2005 prepared by Holmes and McGrath. December 21, 2005 by Holmes and McGrath, Inc. The proponent has submitted a concept plan showing that the parcel is of sufficient size to be developable and the potential traffic generation from that parcel will offset 100 percent of the daily traffic for this development. The parcel of land(Parcel B) shall be protected as permanent open space and held under a conservation restriction in accordance with condition NR3. T7 The Applicant has offered the following employee trip reduction strategies: • Provide a secure bicycle storage rack on site to promote alternative methods of travel to/from the facility, • Provide a bulletin board in a central location at the facility that provides all necessary information related to local transit routes and schedules, carpooling/ridesharing opportunities, and local taxi companies, and • Designate an on-site Transportation Coordinator who will be responsible for maintaining the accuracy and supply of information made available to the staff in the bulletin board area. Final Decision 6 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 Community Character CC1 The proposed project is not located within an historic district or in close proximity to known historic resources. The applicant has submitted a Project Notification Form to the Massachusetts Historical Commission (MHC) to determine whether there are any archaeologically sensitive areas on the project site. On November 7, 2005, MHC determined that the project is unlikely to affect significant historic or archeological resources and is in compliance with MPS 6.1.3. CC2 The proposed structure has.a footprint of slightly less than 15,000 square feet, broken into two distinct rectangular masses with an octagonal entrance tower at their juncture. The design is consistent with MPS 6.2.5 that requires all new development to have a footprint of less than 15,000 square feet unless it is fully screened or located within a Growth Incentive Zone. Since the proposed structure exceeds a 10,000 square-foot footprint, however, the RPP requires that the building include a minimum of 10 feet of faeade variation for every 50 feet of facade length. The length of the proposed structu a is 184 feet, and it incorporates the required 40 feet of variation with one major setback between the two rectangular building massings. The required variation is also provided in the side facades through the large setback between building masses. CC3 The applicant's project narrative notes that the building design is modern, with a flat roof on most of the building, a standing seam metal roof on the entrance tower, and exterior materials of red brick and glass. MPS 6.2.6 acknowledges that in industrial parks or other areas outside distinctive neighborhoods, nontraditional materials and forms may be appropriate. Given the project's location, the proposed materials are consistent.with RPP standards. The applicant has agreed to use a matte finish on the metal roof material in order to limit its reflectivity. CC4 MPS 6.2.1 states in part that new development shall be located to preserve the distinctive boundary between village centers and less densely developed areas by focusing on redevelopment/reuse of existing structures or developed sites and on infill construction in designated Growth/Activity Centers (GAC) and Growth Incentive,Zones (GIZ). The proposed project is located in a certified industrial growth center under the town of Barnstable's Local Comprehensive Plan. Town officials have indicated that the proposed use is appropriate for the GAC. Further, redevelopment of the existing bank operations center.was infeasible due to the size of the.lot as well as dimensional zoning.limitations. The proposed project is therefore consistent with MPS 6.2.L CC5 MPS 6.2.7 requires in part that parking be located to the side or rear of a building in order to promote traditional village design in commercial areas unless such location would have an adverse or detrimental impact on environmental or visual features on the site, or is infeasible. The majority of the parking is located to the side or rear of the building. The applicant was able to demonstrate that locating all of the parking to the side or rear of the building was infeasible due to Barnstable Fire Department regulations that require unobstructed access to all sides.of the building Final Decision 7 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 CC6 MPS 6.2.6 allows the use of nontraditional materials and forms in industrial parks or areas not visible from scenic or regional roadways provided the project maintains adequate buffers to ensure that the proposed development will not be visible from scenic or regional roadways. The applicant proposes to maintain significant buffers to screen the proposed building from Communications Way. The applicant submitted a revised planting plan dated February 8, 2006 that includes a 50'- 60' mounded buffer from Ben Franklin Way with a mixture of evergreen and deciduous tress and shrubs. This buffer planting will provide adequate buffers from this roadway. CC7 MPS 6.2.9 requires all development to implement a landscape plan that addresses the functional aspects of landscaping, and requires all development to provide a maintenance agreement for all proposed landscaping. The proposed landscape plan includes revegetation of slopes to be regraded as a result of site development and .a vegetated swale for-site drainage. Based on a revised planting plan dated February 8, a: 2006, tie proposed planting plan is consistent with MPS 6.2.9. The applicant submitted a draft maintenance agreement on January 31, 2006 for.all proposed landscaping for three years, which meets MPS 6.2.9. CC8 MPS 6.2.11 prohibits the installation of internally illuminated signs. The applicant has not submitted any information on proposed signage, but has agreed that any signage will be consistent with this MPS. Exterior Lighting ELl ' MPS 6.2.10 requires that exterior lighting in new development or redevelopment shall comply with standards including design, light source, total light cutoff, and foot-candle levels defined in the Exterior Lighting Design Standards, Technical Bulletin 95-001. A photometric site plan drawn by DRL Architects dated January 6, 2006 was submitted to the Commission. Noise Nl The project site is in a developed commercial area and the project should not add to the surrounding baseline noise level. Common noise sources for this type of project include construction equipment and the building's mechanical devices and any emergency generator. The Applicant needs to address these noise sources through administrative controls (time-of-day work limits) or engineering solutions (silencers, low-noise components, etc.). Consideration should also be given to incorporating sound-deadening treatments into the proposed new building, to shield employees and visitors from surrounding noise sources. Hazardous Materials HMI The project is located in several sensitive water resource areas according to the 2002 (revised) RPP, including a Wellhead Protection Area. MPS 4.3.1.3 limits use, treatment, generation, storage, or disposal of hazardous wastes or hazardous materials to a household quantity, or 25 gallons or less at any time. The Site Plan Review application Final Decision 8 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 I indicates natural gas is available to the site, and the project narrative states natural gas will be used for building heating. , HM2 In a letter dated October 28, 2005, the applicant submitted a description of hazardous materials attributable to on-site grounds and building maintenance. The project's proposed cleaning supplies and any latex paints are not considered hazardous materials according to the 2002 RPP. Use of latex paint will reduce the project's liquid hazardous materials to 6 gallons of petroleum products (gasoline and oil) used for landscape maintenance. HM3 MPS 4:3.1.2 requires development and redevelopment shall be in compliance with Massachusetts Hazardous Waste Regulations, 310 CMR 30.000. It also requires that applicants submit a plan to demonstrate how their project will achieve conformance with this standard. During the Commission's review, the applicant did not account for hazardous wastes generated from the site—bytthe bank and tenants- once the facility is in operation. The project narrative.states that site leases are still under consideration, so other than the bank, the final tenants are not.presently known. However, Commission review of past bank projects indicate the site will generate hazardous wastes such as fluorescent bulbs, used computers and cathode ray tubes, regardless of the final tenancy. HM4 MPS 4.3.1.1 requires that development and redevelopment shall make reasonable efforts to minimize their hazardous material use and/or waste generation through source reduction, reuse, material substitution, employee education, and recycling. Applicants are also required to. submit a plan to demonstrate how their project will achieve conformance with this standard The project's final tenants are not known at the time of this decision. To be consistent with MPS 4.3.1.1, the applicant will need to develop a plan to minimize the site's hazardous material use and/or waste generation through source reduction, reuse, material substitution, employee education, and recycling. HM5 The applicant will need to prepare an emergency response plan to address the requirements of MPS 4.3.1.4. Economic Development ED1 MPS.3.1.1 states "Commercial/Industrial Developments of Regional Impact applicants shall be responsible for providing economic data. The Commission will evaluate the economic impacts of proposed developments, taking into account net job creation,fiscal impact, employee benefits, housing needs, and services and/or products provided.. The Commission will consider any negative or positive impacts that a project may have on the Cape Cod economy. The applicant has generally complied with MPS 3.1.1,,providing most of the information required in the Economic Development Technical Bulletin (04- 002). All the information provided by the applicant is available for review in the project file. Analysis of the information provided indicates that the net economic impact in terms of jobs will be neutral. The project will result in.a net increase in property tax revenue to the Town of Barnstable. Final Decision 9 Cape Cod Co-operative Bank Project-TR05026 February 9;2006 % i ED2 The project is consistent with the following Other Development Review Policies under Goal 3.1: ■ DRP 3.1.3 (Encourage businesses that are locally-owned and that employ Cape Cod Residents), ■ DRP 3:1.4 (Encourage office & technology businesses to locate in growth centers), and ■ DRP 3.1.5 (Encourage activities that create livable-wage jobs, high-value knowledge-based sectors, or involve traditional resource-based or cultural sectors) ED3 The project is in conflict with DRP 3.1.8 (Encourage the reuse and rehabilitation of existing buildings). ED4 Minimum Performance Standard 3.2.2 states "If an applicant does not propose to locate in a Growth/Activity Center or Growth Incentive Zone, the applicant shall justify why an alternative site in.a Growth/Activity Center or Growth Incentive Zone was not selected': The project is located in a growth center and therefore complies with MPS 3.2.1 and is consistent with DRP 3.2.3 (Development should be concentrated in growth centers). ED5 The project does little to'advance the goals of DRP 3.2.4 (Preserve village centers) or DRP 3.2.6 (Concentrate manufacturing and warehousing activities in industrial areas) given that it proposes office uses,.appropriate for a downtown center, in an.industrial park, appropriate 'for industrial uses. The project is in conflict with,DRP 3.2.7 (Encourage redesign, revitalization, and in-fill of existing strip developments). ED6 The project is consistent with the following Other Development Review Standards.under Goal 3.3: ■ DRP 3.3.1 (Projects should provide permanent, well paying year-round jobs with benefits, training, and career opportunities), ■ DRP 3.3.2 (Confer benefit to projects providing financial support for job training or affordable housing benefits to their workers), and ■ DRP 3.3.4 (Encourage projects to hire minority and women contractors and employ minorities, disabled, elderly, unemployed and underemployed in permanent positions) Energy El The.applicant will meet with representatives of the Cape Light Compact to discuss energy saving strategies for the construction and post-construction phases of the development. CONCLUSION Based on the findings above, the Commission hereby concludes: 1 The project meets the applicable Minimum Performance Standards of the 2002 RPP. 2 Provided that the Applicant obtains all required permits and site plan review approval from the Town of Barnstable, the Project is consistent with the Town's development regulations. Final Decision 10 Cape Cod Co-operative Bank Project-TR05026 February 9;2006 3 The proposed Project complies with the Barnstable Local Comprehensive Plan, which. has been certified by the Cape Cod Commission. 4 The project is located within a District of Critical Planning Concern (DCPC). However, the DCPC is not applicable to this project. 5 The benefits of the proposed project.outweigh the detriments resulting from development. As proposed, the project will result in. a $250,00 cash contribution that exceeds the required amount for off-site open space (Finding NR3), and a 100 percent reduction in daily site-generated traffic (Finding T6). 6 The Commission hereby approves with conditions the application of the Cape Cod Co- operative Bank for the Cape Cod Co-operative Bank Operations Center Project as a Development of Regional Impact,provided the following conditions are met: GENERAL CONDITIONS C::_, -The proposed Cape Cod Co-operative Bank Operations Center Project shall be constructed in accordance with the following final plans: • Site Plan prepared by Holmes and McGrath (Sheets 1-5) dated October 18, 2005 and received by staff December 14, 2005 • Building elevations prepared-by-DRL Architects received by staff on December.I4;2005_7 • Building plans prepared by DRL Architects (sheets.AI-A4 and roof plan) received by --,staff December 14, 2005 - r Parcel "B" Open Space Site Plan prepared by Holmes and McGrath (Sheet 1 of 1) dated November 23, 2005 and received by staff December 14, 2005 • Open Space Site Plan prepared by Holmes and McGrath dated December 21, 2005 and received by staff December 22, 2005 • Photometric Site Plan prepared by DRL Architects (Sheet SE-1) received by staff January 10, 2006 • . Planting plan prepared by DRL Architects (Sheet L-1) dated February 8, 2006 GC2 This DR.I decision.is valid for 7 years. Local development permits may be issued pursuant hereto for a period of 7 years from the date of the written decision. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this decision. GC3„ Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this decision. GC4 The Applicant shall obtain all necessary Federal, state and local permits for the proposed Project. GC5 No development work, as the term. "development" is defined in the Act, shall be undertaken until all appeal periods have elapsed, or.if such an appeal has been filed, until all judicial proceedings have been completed. Final Decision 11 Cape Cod Co-operative Bank Project-TR05026. February 9,2006 I GC6 Prior to issuance of a building permit for any phase of proposed construction, the Applicant shall submit final plans as approved by local boards for review by Commission staff to determine their consistency with this decision and/or information submitted as part of the DRI review. If the final plans approved by local boards are inconsistent with this decision and/or supporting information, then they shall be reviewed subject to Section 12 of the Cape Cod Commission Administrative Regulations, Modifications to Approved Projects, as amended.- —Pp � GC7 Prior to issuance of a building permit for any phase of construction, the Applicant shall obtain a Preliminary Certificate of Compliance from the Commission that states all conditions in this decision pertaining to issuance of a building permit have been met. GC8 ' Prior to receiving a temporary or Final Certificate of Occupancy from the Town of Barnstable, the Applicant shall obtain a Final. Certificate of Compliance from the Commission: o ° GC9 The Applicant shall be responsible for providing proof of recording of the Decision prior to issuance of a Preliminary Certificate of Compliance. GC10 The Applicant shall demonstrate that a copy of this decision.has been provided to the general contractor prior to the start of construction. Water Resources WRl In accordance with MPS 2.1.1.C.2, the applicant will need to provide -a one time monetary contribution of $405.00 towards the development or implementation of\ appropriate nitrogen management strategies. The amount is based on.$0.15 per gallon of daily wastewater flow. WR2 Inspection of the storm water system shall be conducted shortly after construction is comP leted to assure that all drainageP components are functioning as designed. Thereafter, inspection shall take place annually, with a prompt response for any repairs or cleaning that is needed. Natural Resources NR1 In accordance with Finding NR3, prior to the issuance of a preliminary Certificate..of Compliance, the Applicants shall submit for Commission staff review and approval a draft conservation restriction (CR) for the open space areas as shown on the Open.Space Plan submitted by Holmes and McGrath dated December 21, 2005. The grantee shall be identified in this draft CR. An accompanying plan shall also be submitted for review and approval. NR2 The applicant shall contribute $250,000 to the Barnstable County Treasury for the Town of Barnstable fund for open space acquisition prior to the issuance of a preliminary. Certificate of Compliance. Final Decision 12 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 4 NR3 In accordance with Finding NR3, prior to the issuance of a final Certificate of Compliance, the Applicant shall provide to.the Cape Cod Commission a conservation restriction consistent with Massachusetts General Laws Chapter 184, § 31 — 33 and accompanying plan which provides that 215,191 square feet (which includes the 125,191 square foot Parcel A and the 90,000 square foot traffic mitigation Parcel B) identified.as open.space on the plan titled "Open Space Plan Prepared for Cape Cod Cooperative Bank" dated December 21,2005 prepared by Holmes and McGrath shall be preserved as permanent open space. The restriction and site plan shall be approved by Commission counsel, executed and recorded at the Registry of Deeds or Registry District of the Land Court, and proof of recording.shall be provided to the Commission prior to issuance of a final Certificate of Compliance. NR4 Prior to receipt of a Final Certificate of Compliance, the Applicant shall clearly mark the boundaries of the open space land area(as identified on the open space plan submitted by e Holmes and McGrath; Inc. and dated December 21, 3005) with surveyed concrete o. bounds. Transportation T1 Prior to receiving a Final Certificate of Compliance,the applicant shall place a permanent conservation restriction on a parcel of vacant developable land of approximately 2.07 acres (00,000 square feet), off Communications Way in Hyannis held by an appropriate conservation land trust or the Town of Barnstable as outlined in Condition NR2. The proposed parcel (identified as Parcel B) is shown on a plan titled "Site Plan" prepared Cape Cod Co-operative Bank in Barnstable, MA dated November 23, 2005 by Holmes and McGrath, Inc. T2 Prior to receiving a final Certificate of Compliance, the applicant shall implement and maintain the following trip reduction plan: Provide a secure bicycle storage rack on site to promote alternative methods of travel to/from the facility, • Provide a bulletin board in a_central location at the facility that provides all necessary information related to local transit routes and schedules, carpooling/ridesharing opportunities, and local taxi companies; and • Designate an on-site transportation coordinator who will be responsible for maintaining the accuracy and supply of information made available to the staff in the bulletin board. area. Community Character CC1 Prior to either the submission of a Building Permit application to the Town of Barnstable or requesting a preliminary Certificate of Compliance from the Commission, the applicant shall submit final site plans and elevation drawings (final working drawings) for approval by Commission staff. The final plans shall be consistent with plans approved by the Commission, developed and submitted by DRL Associates, Inc., and dated 12-8-05. Final Decision 13 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 CC2 Existing wooded buffers on.the project site shall remain in their natural state without alteration. Except as otherwise shown on the plans filed with the Commission, the existing wooded buffers on the project site shall remain in this natural stated without alteration. f CC3 Prior to issuance of a final Certificate of Compliance from the Commission, the applicant shall provide to Commission staff a fully executed landscape maintenance contract for three full growing seasons. A growing season is defined as the period between March, 15`h and October 3 V CC4 Plant materials specified by this decision may be substituted with prior written approval of Commission staff. CCS If all required site work and/or landscape improvements are not complete at the,time a @final Certificate of Ccknpliance is sought from the Commission, any work that is incomplete shall be subject to an escrow agreement of form and.content.satisfactory to Commission counsel. The amount of the escrow agreement shall equal 150 percent of the cost of that portion of the incomplete work, including labor and materials, with the amount approved by Commission staff. The escrow agreement may allow for partial release of escrow funds upon partial completion of work. The check shall be payable to Barnstable County with the work approved by Commission,staff prior to release.of the escrow funds. Unexpended escrow funds shall be returned to the applicant, with interest, upon completion of the required work. All site work and/or landscape improvements shall be (6 within six completed months of issuance of a final Certificate of Compliance P ) from the Commission. CC6 Prior to issuance of a preliminary Certificate of Compliance, the applicant shall submit plans for any proposed building or pylon signs for staff approval to ensure their,. .consistency with MPS 6.2.11. Plans shall include proposed materials, me thod of illumination and dimensions. Exterior Lighting ELI All exterior lighting for the project shall conform to the requirements of M?S 6.2.10 and Technical Bulletin 95-001. Prior to commencement of construction, prior to issuance of a Building Permit, and prior to issuance by the Commission of a Preliminary Certificate of Compliance, the Applicant shall submit for Commission staff review and approval information on the exterior lights described in .Technical Bulletin 95-001. This information shall include but not be limited to proposed lighting technical cut sheets, manufacturers' information and a revised foot-candle plan. EL2 Should unexpected conditions arise during project construction that require adjustments to site exterior lighting fixtures, including substitutions of fixture heads, the Applicant shall obtain approval from. Commission staff prior to their installation and/or use consistent with Section 12 of the Commission's Enabling Regulations. Modifications to the project's exterior lighting design made during renovation that are in accordance with Final Decision 14 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 v the Commission-approved lighting information. shall 'be considered as Minor Modifications#l and may be approved by Commission staff. EL3 Prior.to issuance of a Final Certificate of Compliance by_the Commission, and prior to issuance of a Certificate of Use/Occupancy, Commission staff shall conduct a site visit to verify conformance of the exterior lighting design with MPS 6.2.7, Technical Bulletin 95-001 and exterior lighting conditions of this decision. Noise 7 Nl Prior wcommencement-of construction, prior to.issuance of a Building Permit,,and prior to issuance by the.Commission of a Preliminary Certificate of Compliance, the Applicant shall submit for the Commission's files a copy of a protocol which.addresses the issues of noise complaints resulting from construction activities,the building's mechanical devices and any emergency generator. Hazardous Materials HMl Prior to the issuance by the Commission of a Final Certificate of Compliance, the Applicant shall submit for review and approval by Commission staff copies of site leases to ensure their consistency with the requirements and limitations of MPS 4.3.1.3 of the .2002 (revised) RPP. Unless and until the Commission staff issues a written approval of site leases (which said approval shall not be unreasonably withheld), no Final Certificate of Compliance may be issued. HM2 Prior to commencement of any construction activities, the issuance of a Building Permit, and the issuance by the Commission of a Preliminary Certificate of Compliance, the Applicant shall submit for review and approval by Commission staff a copy of a plan to address proper hazardous materials and hazardous.waste management from construction activities, to ensure the project's conformance with the requirements of MPS 4.3.1.2 of the 2002 (revised) RPP. Unless and until the Commission staff issues a written approval of said plan (which said approval shall not be unreasonably withheld), no Preliminary Certificate of Compliance may be issued. HM3 Prior to .issuance of a Certificate of Use/Occupancy; and prior to-issuance .by the Commission of a Final Certificate of Compliance, the Applicant shall submit for review L and approval by Commission staff a copy .of a plan to address proper hazardous waste generation/disposal once the site is in operation, to ensure consistency with the requirements of MPS 4.3.1.1 of the 2002 (revised) RPP and Technical Bulletin 03-001. Unless and until the Commission staff issues a written approval of said plan (which said approval shall not be unreasonably withheld), no Final Certificate of Compliance may be issued. HM4 No more than 25 gallons or its dry weight equivalent of hazardous materials and hazardous wastes, combined, may be used, treated, generated, stored, or disposed-of at the site at any given time. Final Decision 15 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 HM5 Building heating, cooling and emergency power generation (if any) shall be limited to natural gas or compressed gas fuels. Energy El Prior to the issuance of the preliminary Certificate of Compliance, the applicant shall meet with the Cape Light Compact to consider utilizing the Compact's commercial energy efficiency programs for high efficiency lighting and/or motors to be installed in the Operations Center. The Cape Cod Commission hereby approves with conditions the application of the Cape Cod Co-operative Bank as a Development of Regional Impact pursuant to Sections 12 and 13 of the Act, c. 716 of the Acts of 1989, as.amended for the proposed Cape Cod Co-operative Bank Operations Center Project in Barnstable, Massachusetts. F(KaJ Crowell, Chairperson Date Barnstable, ss. On this 21 day of 2006,before me personally appeared to be known to be the person described in and who executed the foregoing instrument, and acknowledged that executed the same as free act and deed. NotW Public u OFFICIAL.SEAL GAIL A. COYNE My Commission expires: L ,_Y NOTARY PUBLIC - MASS. 9'd BARNSTABLE COUNTY ��My Comm. Expires April .11, 2008 Final Decision 16 Cape Cod Co-operative Bank Project-TR05026 February 9,2006 Message Page 1 of 1 Larned, Nancy From: Fowler, Sheila Sent: Thursday, May 04, 2006 8:35 AM To: Schlegel, Frank; Larned, Nancy Subject: BLDING PERMIT ADDRESS AND LOT FOR BEN FRANKLIN BUILDING PERMIT 20060203 WILL BE ISSUED UNDER PARCEL 296-030 WITH AN ADDRESS OF 25 BEN FRANKLIN WAY. THIS PARCEL HAD AN ADDRESS OF 35 BENJAMIN FRANKLIN WAY AND IT HAS NOW BEEN CHANGED PER ENGINEERING. THIS LOT WILL BE COMBINED WITH 296-029 AND 314-042 FOR FY08. Sheila Fowler Sheila Fowler, Office Manager Assessor's Department Phone: 508-862-4016 E-mail:sheila.fowler@townharnstable.ma.us 5/8/2006 1 Concrete Cylinder Test Results CF-11 Project: CAPE COD COOPERATIVE BANK 7PRIGGS Briggs Engineering & Testing -- - --'�` ., °`"'lion of PA Associates. /nr. Project No.: 23251 Date: 7/31/2006 Client: Placement Wall Footings (� Location: °1 Sample Location t , ,`'';;F�, / Remarks: Concrete samples obtained,tabricated and tested in accordance with ASTM C172, C31,C39, C143, C173, C231, C138, &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 4767 Time of Test: 11:15 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 3 Cement, Ibs: Strength Required: 3000 Set No.: 1 Pozzolan, Ibs: Truck No.: 10 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 9:57 Slump, in.: 3.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 4.5 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., Of: 88 } Air Entraining, oz.: Air.Temp,,.:°f: 91.. Other,1: Prepared by: Zachary Saint Onge Other,2: Was HI / LO Therm. provided? Added Site Water, gals.: 20 Curing Temp.(High / Low), Of: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 1 A 8/7/06 7DAY 6 12 28.27 141.0 73290 2590 1 1 B 8/28/06 28 6 12 28.27 140.7 98270 3480 5 1C 8/28/06 28 6 12 28.27 140.9 103050 3640 5 1 D 8/28/06 28 6 12 28.27 140.9 100000 3540 5 1 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre Ka Cert 00 6 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF-11 ' Project: CAPE COD COOPERATIVE BANK 7BIGGS Briggs Engineering & Testing A °1ril'°" of PK k`s°"°'es. '"`. Project No.: 23251 Date: 7/31/2006 Client: Placement Wall Footings Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143, C173, C231, C138, &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 4771 Time of Test: 12:45 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 7 Cement, Ibs: Strength Required: 3000 Set No.: 2 Pozzolan, Ibs: Truck No.: 13 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 11:50 Slump, in.: 4.5 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 5.0 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., Of: 86 Air Entraining, oz.: Air Temp., °f: 90 Other,1: Other,2; Prepared by: Zachary Saint Onge Was HI / LO Therm. provided? Added Site Water, gals.: 20 Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 2A 8/7/06 7DAY 6 12 28.27 140.2 86830 3070 4 213 8/28/06 28 6 12 28.27 140.5 113170 4000 5 2C 8/28/06 28 6 12 28.27 140.2 117740 4160 5 2D 8/28/06 28 6 12 28.27 140.4 117040 4140 5 ALL TESTS COMPLETED Results within specifications: ®Yes ❑ No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: GreqoEfj"ay Aert#0406@90,0 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 CONCRETE PLACEMENT INSPECTION BRIG R I G GS Briggs Engineering&Testing PROJECT: CAPE COD CO-OP BANK A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: Zachary Saint Onge PAGE 1 OF 1 -L DATE: 07/31/06 CODE: C-26 TEMP: H L WIND: H L HUMID: H -\/ L SUNNY Concrete Source: Fucillo Ready Mix General Contractor: Storage Location: Outside Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits X 1-1/2 hrs.max. Temperature X 50-90F Slump * 4" - 6" Mixing N/A 70-300 Rev. Air content X 3 - 5% Density N/A , +/-3 pcf3 Location: Wall Footings Remarks: *Load#3 had low'slump. Note:'All test results and findings contained within this report are limited to tv ' the areas,items or-materials-in ica e .1 The following is a list of all trucks sampled.All other trucks were verified to be in conformance with AST Iv1 C94 and'Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 77 Load Arr. Truck No.of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight OF OF Deliv. Required water c 3 10:50 10 11 73 880 3" 4.5% 910 3000 3000 3/4 4 1 20 7 112:371 13 11 55 86° 4.5" 5 900 3000 3000 3/4 4 2 20 M 100 Weymouth St.,Unit BA, Rockland,Ma 02370C .164 0100 Pound Rd., Cumberland, RI .02864 Approved: Director of Field Operations: Sean Skorohod JPB SEP-11-2006 14: 12 BRIGGS ENG 7818717982 P.02 Soils Compaction Report BR'GGSBriggs Engineering &Testing PROJECT: CAPE COD CO-OP 3Atvlc/l-1YAhi?J1s A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: David Rosen EMPA _ REPORT#: DATE: 06/08/06 CODE: _ PAGE 1 TEMP.: H 70F L 60f WIND: H L X HUMID; H L X CLOUDY Troxler Serial Number: 36946 Type of Gauge: 3440 DensijX Count: 2689 Moisture Count: 750 Maximum Dry Densi : 126 Optimum Moisture Content: 7.3 Soil Description., sardy gravel Material Source: on site Minimum Compaction Requirement: 95.0% Proctor T r e: ASTM 1557 AASHTQ T 180 Test Location Estimated Elev. Wet Dry i Percent Percent Optimum No. Area Tested Density Density Comp ctio Moisture Moisture 2 Please see attached sketch sheet 300 s . ft. 94 128.3 121.7 96.6 5.4 7.3 4 300 s . ft, 95 135.3 125.5T 99.6 7.8 7.3 5 300 sq. ft._ 96 129.3 123.7 _ _98.2 4.5 73 6 300 so. ft. 100 124.4 120.0 95.2 3.7 7.3 7 300 so. ft. 100 129.5 122.E 97.3 5.6 7.3 8 300 s .ft. 100 130.2 121.6 I 96.5 7.1 7.3 Tests not meeting requirements: 0 Who notified: Peter Hadden Recommendations: Recompact when fail Remarks: All tests were conducted in accordance with ASTMS D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated. ® 100 Wcymouth St.,Unit 8.1,Rockland,Mr,02370 ® 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: ears S opo m J5 SEP-11-2006 14: 12 BRIGGS ENG 7818717982 P.03 Soils Compaction Report Briggs Engineering& Testing PROJECT: CAPE CUD CO-Of BANKIHYANNIS BRIGGE A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: _. --- --- David Rosen EMPAP REPORT#: DATE: 06/0$/06 CODE: PAGE 2 TEMP.: H 70F L 601"4ViND: H Iv X HUMID. H L X CLOUDY Troxier Serial Number. 36946 Type of Gauge: 3440 Density Count: __ 2689 Moisture Count: 750 Maximum Dry Qensi : 110 Optimum Moisture Content: 13.5 Soil Description: san�vel Material Source: on site Minimum C2Lnpaction Rnuirement: 95.0% Proctor Type; ASTM 1557 AASH T O T 1 S0. Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested Dens _.it Densit Compacticn Moisture Moisture 1 Tease see attached sketch sheet 300 sq. ft. 99 `i 23.6 108.1 98.3 14.3 1_13.5 3 300 s . ft. 100 125.4 110.0 100.0 14.0 13.5 T� I Tests not meeting requirements: 0 I Who notified, Peter Hadden Recommendations: Recompact when fail. Remarks: All tests were conducted in accordance with ASTMs.Q Z922 and 0 3017. Note: All of the test results and findings contained within this report are limited to the areas'indicated. Q Approved: s.c.r. rev 4, 04 Director of Field Operations: can oro o is SEP-11-2006 14:12 BRIGGS ENG 7818717982 P.04 SKETCH Sfljj',E"f' Briggs F_-,jgincc,-mg &, PROJECT: BRIGGS A Division of PK A%�;oclates, hic PROJECTM: 1 3 INS 1-ICTOR: PACE: OF' E lyl P. T L jDA , CODE; ARR. T FM L: JOB HOURS: Mll,LAGE; ';(JNNY(- Cl.,OLTy L WINi): H (IVy))L HUN110; 11 AkT) A l� Techrclan; ul SEP-11-2006 14: 13 BRIGGS ENG ?818717932 P.05 ,oils Compaction Report rM e Briggs Engineering &Testing PROJECT. CAPE COD CO-OP 13ANK,'HYANNIS A Division of PK Associates, Inc. PROJECT#; 23251 WSPECTOR:`` Nate Slcorohod EMP.#: _ REPORT#: _ DATE: 06/06/06 CODE., ,PAGE 1 TEMP.: H L WIND: H L HUMID: H L Troxier Serial Number: 14419 Type of Gauge: - 3411 - Dens Count: 1888 Moisture Count: Maximum Dry Density: 126 Optimum Moisture Content: 7.3 Sol Descri Lion: Send _. Material Source: Minimum Compaction R uirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested Density Density Compaction Moisture Moisture 1 Back lot slop 50' .3 129.8 122.3 97.1 6.1 7,3 2 50' -3 130.3 122.6 97.3 6.3 7.3 3 50, -2 129.7 121.5 96.4 6.8 7.3 4 50' -2 132.0 123.6 98.1 6.8 7.3 5 50, -1_ 131.7 123.0 97.6 7.1 7.3 6 50, -1 133.6 124.6 98.9 7.2 7.3 Tests not meeting requirements: 0 lWho notified; Recommendations: Remarks: All tests were conducted in accordance with ASTMS D Z922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated. ® 100 Weymouth 5t,,Unid f.3-I,12ocklapd,Ma 02370 rl 100 Pound Rd.,Cumberland.R1 02864 Approved. s.c.r, rev 4, 04 Director of Field Operatio 0 is 5EP-11-2�7©6 14:13 BRIGGS ENG 7818717982 P.06 BRI GS Briggs Engineering & Testing A Divi iom o!-F'K A.1 IOAUT. INC. July 10, G006 Project No. 23251 Crape Cod Cooperative Bank c./o Steve Lowell 221 Willow Street Yarmouthport, MA 02675 RE: Geotechnical Site Visits for Proposed Operations Center, Ben Franklin Way, Hyannis, MA The undersigned Geotechnical Engineer visited the subject site on June 1, 21, 28, and July 10, 2006 and viewed soil conditions in the proposed building area. The conditions observed each date are discussed as follows and shown on the attached sketches. June 1, 2006 Briggs met the site superintendent and Project Clerk on site and reviewed plans and specifications. Plan S-1 requires foundations bear can undisturbed inorganic soils with an allowable bearing pressure of 2 tons per square foot (tsf) or compacted fill on the undisturbed subgra de. Backfill maatLrials and compaction requirements were also reviewed. The Geotechnical Report, dated March 22, 2006 was revlewc,d and was based can four test borings penetrating topsoil and subsoil over sandy subgrade soils. Briggs observed four test pit excavations and collected three samples for sieve and Praetor tests at our laboratory. The test pits reveal ,sandy except at TP-2 where the Sandy soil has about 30%, gravel. `lhe upper three .feet of sanely soil in TPA appears to be fill as it is not stratified. The test pits were completed in cut areas. The reuse Of these soils will be addressed after the samples are ie5ted. June 21, 2006 The north portion of the basement half of the building was excavated to about footing grade prior to Briggs arrival, Excavations were about 4 to 10 feet below former existing grades. Exposed soils at Tooting grade are silty sands and sandy silts. Soil is dry nd needs to be moistened and re-compacted prior to placing footings. The Contractor --......_ . .. ... __._.......... 160 Weymouth Svcci- Unit T3-I 100 Pound Ro_id Roc.kiand,NIA 02370 CiuiAncland, RI 02854 Phone.(781)971-6040 . I:i;x (781) 871•?A2 Phone (ei0l)65S--2990•Fax (401)058-2977 r SEP-11-2006 14:13 BRIGGS EHG 7818717982 P.07 Proposed Cape Cod Coop Ben Frnanklin Way,Hyannis,MA Project No. 23251 S±te visits Page 2 of 2 plans to moisten the soil and compact tomorrow morning. The observed subgrade is suitable for the 2 tsf bearing based can the Geotechnical Report and filed conditions noted today provided compaction is accomplished as discussed. June 28,2006 Excavations in the basement area continued to the south to similar sandy gilt;: and sandy subgrade. Soil at footing grade had been compacted by vibratory roller. An additional two passes were made and witriessed by Briggs Engineer this day. Soil at the southeast corner was not stratified and was tested for percent compaction. The test revealed 96.2% compaction at 4.1.%q moisture_ These, results are satisfactory for footing support. July 10,2006 Isolated colunu-i footings were excavated in the basement area into undisturbed sandy and silty subgrade soils with trace clay. A few small roots were observed and are being removed. No large roots were observed. Footings will be placed at these locations and interior footings will then be excavated and placed at a later date. Very truly yours, Briggs Engin ri ®& 'esting avid VIA. Geisser Project Engineer DWC'A:PMS:dg Enclosure:4 Site Sketches I SEP-11-2006 14: 14 BRJGGS ENG 7818717982 P.08 CALLED �`,---- BEN _ n -�`----- FRANKLIN�~� -` WAY to n��� j�tj`'�'" e%V FIELD SKETCH CAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS,MA c� . BRIGS ENGINEERING &TESTING �3� lG S 100 WEYMOUTH STREET, UNIT 61 ROCKLAND,MASSACHUSETTS DR. BY: DWG SCALE:NTS PROJECT NO: 23251 CK'D BY: PMS DATE: _ f FIG.NO. I SEP-11-2006 14: 14 BRIGGS ENG 7818717982 P.09 CALLED BEN - -- _ FRANKLIN WAY 1 � Cs / f f A � 50 FIELD SKETCH FCAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS, MA ,'_, BRIGGS ENGINEERING &TESTING 13RIGGS1 100 WEYMOUTH STREET,UNIT Bl ROOKLA.ND,MA$$ACHUSE.TTS DR.EY: DWG SCALE, NTS PROJECT NO: 2$251 GK'U SY: PMS DATE: FIG. NO. SEP-11-2006 14:14 BRIGGS ENG 7818717982 P.10 CALLED ----- ----- -- PEN ~� .__ _ _- , n + - FRANKLIN - - - ^�`'�' - cS/li-0 9 - D S lei rio /4�0 FIELD SKETCH CAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS,BRA BRIGGS ENGINEERING &TESTING 100 WEYMOUTH STREET, UNIT$1 ROCKLAND, MASSACHUSETTS FR.BliY: DWG SCALEE:N`i'S PRO,;ECT NO: 23251 : PMS DATE: Q/ FIG.NO. - 1 __ -- SEP=11-2086 14: 15 BRIGGS ENG 7818717982 P.11 CALLED BEN , WAY 4 � IN���-��� ,� �.df�5 FIELD SKETCH CAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS,MA BRIGGS ENGINEERING&"TESTING BRIGGP 10D WEYMOUTH STREET,UNIT B1 - ROCKLAND,MASSACHUSETTS DR. BY; DWG SCALE:NTS P11OJr--CT NO. 23251 CK'D BY-. PM$ DAM1��,.�� FIG.NO. 1 f SEP-11-2085 14:15 BRIGGS ENG '7816717982 P.12 BRIMM� l riggL Engineering & "['est'ing A 1)nslow 0i: INC. August 3, 200E Project No. 23251 Gape Cod Cooperative Bank c/o Steve Lowell 221 Willow Street Yartnouthport,MA 02675 RE: Geotechnical Site Visit 8/2/06 for Proposed Operations Center, Ben Franklin Way,Hyannis, MA The undersigned Zootechnical Engineer visited. the subject site on August 2, 2006 and observed recently excavated footings for the proposed bU lding. The south wall of the west .half of the building had been excavated into undisturbed sandy to gravelly sand subgrade and steps were cut as necessary to transition for the basement level foundation to the east. Interior column footings in the basement part of the building (east half) 'had been excavated to footing grade into undisturbed silts, sand sand gravelly sands. Observed subgrade soils are satisfactory for support of the proposed footings provided they remain firm and do not soften in the summer weather. The south wall footing trench and the interior footing excavations in. the basement area have been compacted by plate compactor as evidenced by compactor imprints: These areas should be moistened and re-compacted immediately before placing forms and concrete Since hot, dry wei1ther may soften surface soils. Very truly yours, Briggs Enginee 'rd &Testing avid W.Geisser Project Engineer DWG:PMS:dg Enclosure:Field Sketch. _ --- _.................----..._. ................... evww.t�ril;gsen�+incc:rinl;.cum ..__._..._._....._... ......._...-__.----._...... .-.___........ ............. 1OO Wcyniuuth Strecl-Utlit b-I 100 Pound Road koclaand, MA 02370 Cumberl uul, Rl 02S64 Phone (,791) 971-6040 -Fax(781)871-7982 Phone (401)658-2990•Fax(401)658.2977 SEP-11-2006 14:15 BRIGGS ENG 7818717982 P. 13 CALLED FRANKLIMI WAY i � Cfi 1 I 1 _ ' L!I 12. ,/-✓6 %A,4tiS FIELD SKETCH CAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS, MA BRIGGS ENGINEERING &TESTING l��tIGI.�S 100 WEYMOUTH STREET,UNIT 81 AOCKLAND,MASSACHUSETTS DR.SY. DWG SCALE;NTS PROJECT NO: 23251 CK'D BY: PMS DATE' 2 _Q j FIG.NO, I I SEP-11-2006 14:15 BRIGGS ENG 7818717992 P.14 CONCRETE, PLACEMENT INSPECTION Briggs Engineering& Testing PROJECT: CAH COD CO-OP BANK BFUGGS A Division of PK Associates,Inc_ PROd1,C1'#: 23251 INSPECTOR: Marco Agostino PAGE 1 OF 1WTND- DXf : 08/11/06 CODE: C-26 TEMP: H 74F L H )<., X HUMID: !1 L X ISUNNY Concrete Source: Fucillo Ready Mix General Contractor: —_ Storage Location: Curing Box- Other: . near pidectnent Inspectioneomnleted as per ACI-301 and Contract Documents. A checklist of rnRiOr items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection Of reinforcing for size,quantity,grade,spacing and configuration is reported separately when performed. Preplaceanent: Weather X Steel arrangement � X Temp. X Steel clearance Forms for general requirements. X Steel cleanliness X ._ Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before place;rttent or noted herein. Concrete sampled in accordance with ASI'M C-172. Time limits X 1.-112 hn, max. Temperature X 50-90F Slump X 4" 6" Mixing N/A 70-300 Rev. Air content 3 - 5% Density r— 44 +/-3 pef Location: Inter.for footipgs at B,C 3,4 and C-6 lines,,elovator pit, frost wall between B &C lines Remarks.- *Load 99 had slightly high air content. — Note: _ 1 test results Ana findings contained wilt tin this report are limite to _ the areas,t enis or materials indicated: e following is a list of all trucks sampled.All other trucks were v7fted to be in conformance with ASTM C94 and Project SoecificRations. Any trucks not in compliance with standards inav be tested,and arc noted herein. Method of placement.: Chute—pump X Other Total Cubic Yards Placed 90 Load Art. Truck No,of mix Conc. Skimp Air I Air Conc. Colic. Cn Cyl. Set Gals. Wit. No. Time No. Yds. , Dtiration Temp. (in,) ('io) Temp. Streut;th Stt'engtb Size Fabr. 4 added NVeight 01, OF Deliv. Required water cf l 1:30 11 11.51 80 82Y 5.25" 5.39p 74F 3000 3000 3l4 4 1 U 9 4:15 12 LO.S 89 8OF 5" 5.0% 74F 3000 3000 0. 3/4 4 2 0 100 Weymouth St., Unit R-1,Rockland, Ma 02370 100 Pound Rd..,Cunibcdand,Rl 02864 Appro c ' DirecLor of Field Operatio an ." c>r V13 I I ao"1 N EB:R1C3GBJ Briggs Engineering & Testing A DIVISION OF PK ASSOCIATES,INC. 31 August 3,2006 Project No. 23251 Cape Cod"Cooperative Bank c/o Steve Lowell 221 Willow Street Yarmouthport, MA 02675 RE: Geotechnical Site Visit 8/2/05 L for Proposed Operations Center, cRk Franklin Way, Hyannis,MA The undersigned Geotechnical Engineer visited the subject site on August 2, 2006 and observed recently excavated footings for the proposed building. The south wall of the west half of the building had been excavated into undisturbed sandy to gravelly sand subgrade and steps were cut as necessary to transition for the basement level foundation to the east. Interior column footings in the basement art of the building east half had been g P g � ) excavated.to',footing grade into undisturbed silts, sand sand gravelly sands. Observed subgrade soils are satisfactory for support of the proposed footings provided they remain firm and do not soften in the summer weather. The south wall footing trench and the interior footing excavations in the basement area have been compacted by plate compactor as evidenced by compactor imprints. These areas should be moistened and re-compacted immediately before placing forms and concrete since hot, dry weather may soften surface soils. Very truly yours, Briggs Enginee 'n & Testing avid W. Geisser Project Engineer DWG:PMS:dg �. Enclosure: Field Sketch www.briggsengineering.com 100 Weymouth Street- Unit 13-1 100 Pound Road Rockland,MA 02370 Cumberland, R1 02864 Phone (781) 871-6040•Fax (781) 871-1982 Phone (401) 658-2990•Fax (401) 658-2977 CALLED BEN n FRANKLIN WAY C O — Z l �_✓ Lj LV6 7-/A/f�� ,g V;, �10 12 c: �,i FIELD SKETCH CAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS, MA 4 BRIGGS ENGINEERING &TESTING BRIGGS 100 WEYMOUTH STREET, UNIT B1 ROCKLAND, MASSACHUSETTS DR. BY: DWG SCALE: NTS PROJECT NO: 23251 CK'D BY: PMS DATE: ?'._'Z.0& FIG. NO. 1 /Mra Na Briggs Engineering & Testing- .� A D/VISION OF PK ASSOCIATES,INC. August 3, 2006 Project No. 23251 CC _ape Cod=C-ooperative Bartle C/o Steve Lowell 221 Willow Street Yarmouthport, MA 02675 RE: Geotechnical Site Visit 8/2/06 for Proposed-Operations Center, CBen�F_ra k Way, Hyannis,MA The undersigned Geotechnical Engineer visited the subject site on August 2, 2006 and observed recently excavated footings for the proposed building. The south wall of the west half of the building had been excavated into undisturbed sandy to gravelly sand subgrade and steps were cut as necessary to transition for the basement level foundation to the east. Interior column footings in the basement part of the building (east half) had been excavated to footing grade into undisturbed silts, sand sand gravelly sands. Observed subgrade soils are satisfactory for support of the proposed footings provided they remain firm and do not soften in the summer weather. The south wall footing trench and the interior footing excavations in the basement area have been compacted by plate compactor as evidenced by compactor imprints. These areas should be moistened and re-compacted immediately before placing forms and concrete since hot, dry weather may soften surface soils. Very truly yours, Briggs Enginee 'n & Testing /avid . Geisser Project Engineer DWG:PMS:dg Enclosure: Field Sketch www.briggsengineering.com - 100 Weymouth Street - Unit B-1 100 Pound Road Rockland,MA 02370 Cumberland,RI 02864 Phone (781) 871-6040•Fax (781) 871-7982 Phone (401) 658-2990 • Fax (401) 658-2977 CALLED BEN n FRANKLIN WAY C n O — Z -1 lGV I i'e/ 6T-All�j %9-fJ U-S FIELD SKETCH CAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS,MA 4: BRIGGS ENGINEERING &TESTING BRIGGS 100 WEYMOUTH STREET, UNIT B1 Nz—:;;f ROCKLAND, MASSACHUSETTS DR. BY: DWG SCALE: NTS PROJECT NO: 23251 CK'D BY: PMS DATE: �._2.��j FIG. NO. 1 CONCRETE PLACEMENT INSPECTION Briggs Engineering&Testing PROJECT: CAPE COD CO-OP BANK BRIGGS A Division of PK Associates,Inc. PROJECT#: 23251 INSPECTOR: Earl L. Moul Sr. PAGE 1 OF 1 DATE: 08/25/06 CODE: C-26 TEMP: H 74° L 64° WIND: H L HUMID: H L ICLOUDY Concrete Source: Fuccillo General Contractor: Storage Location: At Wall Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Steel arrangement Temp. Steel clearance Forms for general requirements. Steel cleanliness Grade preparation �— Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits _q 1-1/2 hrs.max. Temperature 50-90F Slump �— 4 - 6" Mixing N/A 70-300 Rev. Air content �— 3 - 5% Density N/A +/-3 pcf Location: Foundation wall, D-line, & 1-6 line. Remarks: Note: All test results and findings contained within this report are limited to e areas,items or materials indicated. The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump � Other Total Cubic Yards Placed 88 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight °F OF Deliv. Required water c 1 11:22 15 11 80 70° 4 4.4 660 3500 3000 3/4 4 1 20 5 2:00 15 11 79 680 5 4.3 650 3500 3000 3/4 4 1 15 100 Weymouth St.,Unit B-1, Rockland,Ma 02370 100 Pound Rd.,Cumberland, RI 02864 Approved: Director of Field Operations: Sean Skorohod 1PB Z00"\6 Concrete Reinforcing Steel Report Briggs Engineering & Testing ROJECT: CAPE COD COOPERATIVE BANK BRIGGS A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: E. Mario Noel EMP.#: REPORT#: DATE: 08/29/06 CODE: PAGE 1 OF 1 TEMP.: H 750 L 48' WIND: H L X HUMID: H X L CLOUDY Reinforcing steel was inspected for arrangement,cleanliness and checked against working drawings and reference specifications of ACI-301 for the following items. Check marks indicate compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connections such as"Cadweld"or"Stricon" are reported separately when performed. Size and location: X Clearance to forms: X Grade Strength: X Extra bars at openings: N/A Splice Lapping: X Adequate ties: X Spacing: X Concrete coverage: X Supports: X Stirrup spacing: X Location and Drawing#: Foundation Walls-Line I from D to C-Line 5 from A to 138-Line 5.6 from 138 to D-Line 138 from 5 to 6. Remarks: All of the reinforcing inspected conformed with the appropriate drawings/specifications. Performing concrete reinforcing steel at the above locations where Bars#4,5 and 7 were used and placed as per plan and shop drawing. Note: All test results and findings contained within this report are limited to the areas,items or material indicated. 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: Director of Field Operations: Sean Skorohod KN c.r.s.i.rev2,02 CONCRETE PLACEMENT INSPECTION ZOA N� Briggs Engineering &Testing PROJECT: CAPE COD CO-OP BANK E3FOGGS A Division of PK Associates,Inc. PROJECT#: 23251 INSPECTOR: Marco Agostino PAGE 1 OF 1 DATE: 08/1 1/06 CODE: C-26 TEMP: H 74F L WIND: H L X HUMID: H L X I SUNNY Concrete Source: Fucillo Ready Mix General Contractor: Storage Location: Curing Box: Other: near placement Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size,quantity,grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits X 1-1/2 hrs.max. Temperature X 50-90F Slump X 4" - 6" Mixing N/A 70-300 Rev. Air content * 3 - 5% Density N/A +/-3 pcf Location: Interior footings at B, C 3,4 and C-6 lines, elevator pit, frost wall between B &C lines Remarks: *Load#9 had slightly high air content. Note: All test results and findings contained within this report are limited to e areas, items or materials ndiica e . The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 90 Load Arr. Truck No. of Mix Cone. Slump Air Air Cone. Cone. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight OF OF Deliv. Required water ( CO 1 1:30 11 11.5 80 82F 5.25" 5.3% 74F 3000 3000 3/4 4 1 0 9 4:15 12 10.5 89 80F 5" 5.0% 74F 3000 3000 3/4 4 2 0 gJ 100 Weymouth St.,Unit B-1, Rockland, Ma 02370 100 Pound Rd.,Cumberland, RI 02864 Appro e QLe Director of Field Operatio ' an Sko 0 1PB f 1PRIGGS1 Briggs Engineering & Testing A DIVISION OF PK ASSOCIATES,INC. July 10, 2006 Project No. 23251 Cape Cod Cooperative Bank c/o Steve Lowell 221 Willow Street Yarmouthport, MA 02675 RE: Geotechnical Site Visits for Proposed Operations Center, Ben Franklin Way,Hyannis,MA The undersigned Geotechnical Engineer visited the subject site on June 1, 21, 28, and July 10, 2006 and viewed soil conditions in the proposed building area. The conditions observed each date are discussed as follows and shown on the attached sketches. June 1, 2006 Briggs met the site superintendent and Project Clerk on site and reviewed plans and specifications. Plan S-1 requires foundations bear on undisturbed inorganic soils with an allowable bearing pressure of 2 tons per square foot (tsf) or compacted fill on the undisturbed subgrade. Backfill materials and compaction requirements were also reviewed. The Geotechnical Report, dated March 22, 2006 was reviewed and was based on four test borings penetrating topsoil and subsoil over sandy subgrade soils. Briggs observed four test pit excavations and collected three samples for sieve and Proctor tests at our laboratory. The test pits reveal sandy soils, except at TP-2 where the sandy soil has about 30% gravel. The upper three feet of sandy soil in TP-1 appears to be fill as it is not stratified. The test pits were completed in cut areas. The reuse of these soils will be addressed after the samples are tested. June 21, 2006 The north portion of the basement half of the building was excavated to about footing grade prior to Briggs arrival. Excavations were about 4 to 10 feet below former existing grades. Exposed soils at footing grade are silty sands and sandy silts. Soil is dry and needs to be moistened and -re-compacted. prior to placing footings. The Contractor www.briggsengineering.com 100 Weymouth Street - Unit 13-1 100 Pound Road Rockland,MA 02370 Cumberland, RI 02864 Phone (781) 871-6040•Fax (781) 871-7982 Phone (401) 658-2990 •Fax (401) 658-2977 i Proposed Cape Cod Coop - Ben Franklin Way,Hyannis,MA Project No. 23251 Site visits Page 2 of 2 t plans to moisten the soil and compact tomorrow morning. The observed subgrade is suitable for the 2 tsf bearing based on the Geotechnical Report and filed conditions noted today provided compaction is accomplished as discussed. June 28, 2006 Excavations in the basement area continued to the south to similar sandy silts and sandy subgrade. Soil at footing grade had been compacted by vibratory roller. An additional two passes were made and witnessed by Briggs Engineer this day. Soil at the southeast corner was not stratified and was tested for percent compaction. The test revealed 96.2% compaction at 4.1% moisture. These results are satisfactory for footing support. July 10, 2006 Isolated column footings were excavated in the basement area into undisturbed sandy and silty subgrade soils with trace clay. A few small roots were observed and are being removed. No large roots were observed. Footings will be placed at these locations and interior footings will then be excavated and placed at a later date. Very truly yours, Briggs Engin eri g & esting ;avid W.Geisser Project Engineer DWG:PMS:dg Enclosure: 4 Site Sketches i 'CALLED BEN 0 FRANKLIN WAY C Z O s, sue '/(? -SC.I n� 3 i bile cal CA C\cm�a FIELD SKETCH CAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS, MA ; .�:� BRIGGS ENGINEERING &TESTING BRIGGS 100 WEYMOUTH STREET, UNIT B1 ROCKLAND, MASSACHUSETTS DR. BY: DWG SCALE: NTS PROJECT NO: 23251 CK'D BY: PMS DATE: - ( d o FIG. NO. 1 I CALLED BEN n FRANK LIN �WAY C Z C) O — Z N ,G//1em-,/ -) r f El `� '^' / `�,/��� , FIELD SKETCH CAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS, MA ACIN BRIGGS ENGINEERING &TESTING BRIGGS 100 WEYMOUTH STREET, UNIT B1 `Y ROCKLAND, MASSACHUSETTS DR. BY: DWG SCALE: NTS PROJECT NO: 23251 CK'D BY: PMS DATE: FIG. NO. 1 'CALLED BEN n FRANKLIN WAY C . Z n O — Z N #61-9- /24 ll�r"/ d"21l'p d JT / T ,9gd @ eXC b -r c'flPild>ra, FIELD SKETCH CAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS, MA nint BRIGGS ENGINEERING &TESTING BRIGGS 100 WEYMOUTH STREET, UNIT B1 `J ROCKLAND, MASSACHUSETTS DR. BY: DWG SCALE: NTS PROJECT NO: 23251 CK'D BY: PMS DATE: FIG. NO. 1 CALLED BEN 0 N FRANKLIN WAY C Z O - Z N i� � � f �-/� � , 71,V c � IrT /,,, . 'y y /N v% f�S %/U,Sf� � Tc,- OE' �jCcfl I!q 1� FIELD SKETCH CAPE COD COOP BANK - BEN FRANKLIN WAY, HYANNIS, MA An-N BRIGGS ENGINEERING &TESTING BRIGGS 100 WEYMOUTH STREET, UNIT B1 `J ROCKLAND, MASSACHUSETTS DR. BY: DWG SCALE: NTS PROJECT NO: 23251 CK'D BY: PMS DATE: ��_0� FIG. NO. 1 f CONCRETE PLACEMENT INSPECTION 6 sh Briggs Engineering&Testing PROJECT: CAPE COD CO-OP BANK BR GS A Division of PK Associates, Inc. PROJECT#: 23251 Nz—&V INSPECTOR: James Owens PAGE I OF I DATE: 08/16/06 CODE: C-26 TEMP: H L WIND: H L HUMID: H L SUNNY Concrete Source: Fuccillo General Contractor: Storage Location: At Pour Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Sunny Steel arrangement �1 Temp. 810 Steel clearance Forms for general requirements. Steel cleanliness Grade preparation Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits 1-1/2 hrs.max. Temperature 50-90F Slump �— 4" - 6" Mixing N A 70-300 Rev. Air content 3 - 5% Density N/A +/-3 pcf Location: 1-Line A-D foot Remarks: Note: All test results and findings contained within this report are limited to e areas,items or materials indicated. The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute J Pump Other Total Cubic Yards Placed Load Arr. Truck No.of Mix Cone. Slump Air Air Cone. Cone. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight OF OF Deliv. Required water c 1 1:00 13 it 60 770 4.5" 4.6% 810 3000 3000 3/4 4 1 0 .M 100 Weymouth St., Unit 13-1, Rockland, Ma 02370 100 Pound Rd., Cumberland, RI 02864 Approve . Director of Field Operations: Sean Skorohod JPB L_ CONCRETE PLACEMENT INSPECTION SRI S Briggs Engineering&Testing PROJECT: CAPE COD CO-OP BANK A Division of PK Associates, Inc. PROJECT#: 23251 '<MV INSPECTOR: Zachary Saint Onge PAGE 1 OF 1 DATE: 07/31/06 CODE: C-26 TEMP: H L WIND: H L HUMID: H L ISUNNY Concrete Source: Fucillo Ready Mix General Contractor: Storage Location: Outside Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size,quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits X 1-1/2 hrs.max. Temperature X 50-90F Slump * 4" - 6" Mixing N/A 70-300 Rev. Air content X 3 - 5% Density N/A +/-3 pcf Location: Wall Footings Remarks: *Load#3 had low slump. Note: All test results and findings contained within this report are limited to e areas,items or materials in rcca ed. The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 77 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight OF OF Deliv. Required water c 3 10:50 10 11 73 880 3" 4.5% 910 3000 3000 3/4 4 1 20 7 12:37 13 11 55 860 4.5" 5 900 3000 3000 3/4 4 2 20 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 El 100 Pound Rd., Cumberland;RI 02864 Approved: Director of Field Operations: Sean Skorohod 1PB Concrete Reinforcing Steel Report �`�o` PROJECT: B R I.G G S Briggs Engineering & Testing . CAPE COD CO-OP BANK A Division of PK As_ociates, Inc. PROJECT#: 23251 INSPECTOR: Marco Agostino EMP.#: 5636 REPORT#: DATE: 07/28/06 CODE: PAGE 1 OF 1 TEMP.: H 770 L 600 WIND H L X HUMID: H L X SUNNY Reinforcing steel was inspected for arrangement,cleanliness and checked against working drawings s and reference specifications ofACI-301 for the following items. Check marks indicate compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connections such as"Cadweld"or"Stricon" are reported separately when performed. Size and location: X Clearance to forms: X Grade Strength: X Extra bars at openings: X Splice Lapping: X Adequate ties: X Spacing: X Concrete coverage: X Supports: X Stirrup spacing: X Location and Drawing#: Lower Basement Foundation Footings. One to Five Line. Five to B8 Line. B3 Line to D Line. D Line to One Line. Harris Rebar DRAWING: 54 DATED: 6/6,06 Remarks: All of the reinforcing inspected conformed with the appropriate drawings/specifications. Note: All test results and findings contained within this report are limited to the areas,items or material indica_ed. 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: Director of Field Operations: Sean Skorohod KN c.r.s.i.rev2,02 Soils Compaction Report � Briggs Engineering &Testing PROJECT: CAPE COD CO-OP BANK/HYANNIS BRIGGS A Division of PK Associates, Inc. PROJECT#: 23251 '<-2V INSPECTOR: David Rosen EMP.#: REPORT#: DATE: 06/08/06 CODE: PAGE 2 TEMP.: H 70F L 60F WIND: H L X HUMID: H L X CLOUDY Troxler Serial Number: 36946 Type of Gauge: 3440 Density Count: 2689 Moisture Count: 750 Maximum Dry Density: 110 Optimum Moisture Content: 13.5 Soil Description: sandy gravel Material Source: on site Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested Density Density Compaction Moisture Moisture 1 Please see attached sketch sheet 300 s . ft. 99 123.6 108.1 98.3 14.3 13.5 3 300 s . ft. 100 125.4 110.0 100.0 14.0 13.5 Tests not meeting requirements: 0 Who notified: Peter Hadden Recommendations: Recom act when fail. Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated. 0 �Lsl ElApproved: l s.c.r. rev 4, 04 Director of Field Operations: Sean Skorohod JS l 1.Nh Soils Compaction Report ZBRIGIGS Briggs Engineering & Testing PROJECT: CAPE COD CO-OP BANK/HYANNIS A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: David Rosen EMP.#: REPORT#: DATE: 06/08/06 CODE: PAGE 1 TEMP.: H 70F L 60F WIND: H L X HUMID: H L X CLOUDY Troxler Serial Number: 36946 Type of Gauge: 3440 Density Count: 2689 Moisture Count: 750 Maximum Dry Density: 126 Optimum Moisture Content: 7.3 Soil Description: sandy qravel Material Source: on site Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 155 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested Densit Densit Com action Moisture Moisture 2 Please see attached sketch sheet 300 s . ft. 94 128.3 121.7 96.6 5.4 7.3 4 300 s . ft. 95 135.3 125.5 99.6 7.8 7.3 5 300 s . ft. 96 129.3 123.7 98.2 4.5 7.3 6 300 s . ft. 100 124.4 120.0 95.2 3.7 7.3 7 300 s . ft. 100 129.5 122.6 97.3 5.6 7.3 8 300 s . ft. 100 130.2 121.6 96.5 7.1 7.3 Tests not meeting requirements: 0 Who notified: Peter Hadden Recommendations: Recom act when fail. Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated ® 100 Weymouth St.,Unit 13-1,Rockland,Ma 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: Sean Skoro od JS I SKETCHSHEET E3 R 1 G®S Briggs Engineering & esting PROJECT: >} a J 62A Cr-C, A Division of PK Associates, Inc. PROJECT#: INSPECTOR: C PAGE: OF EMP.#: DATE: CODE: ARR.TIME: JOB HOURS: T.T.: MILEAGE: TEMP: H ICJ L WIND: H 3 L HUMID: H '�� --� -- ly, L SUNNY CLOUD' f /( �l Technician: ( Approved: I i Soils Compaction Report Briggs Engineering & Testing PROJECT: CAPE:COD CO-OP BANK/HYANNIS SRIMC�S., A Division of PK AssociatesFWA , Inc. PROJECT#: 23251 INSPECTOR: Nate Skorohod EMP.#: REPORT#: DATE: 06/06/06 CODE: PAGE 1 TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 14419 Type of Gauge: 3411 Density Count: 1888 Moisture Count: Maximum Dry Density: 126 Optimum Moisture Content: 7.3 Soil Description: Sand Material Source: Minimum Compaction Requirement: 95.0% Proctor Tvpe. ASTM 1557 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested DensitV DensitV Comoaction Moisture Moisture 1 Back lot sloop 50, -3 129.8 122.3 97.1 6.1 7.3 2 50' -3 1 130.3 122.6 97.3 6.3 7.3 3 50, -2 129.7 121.5 96.4 6.8 7.3 4 50' -2 132.0 123.6 98.1 6.8 7.3 5 50, -1 131.7 123.0 97.6 1 7.1 7.3 6 50, -1 1 133.6 124.6 98.9 7.2 7.3 Tests not meeting requirements: 0 --LWho notified: Recommendations: Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated. ® 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved. s.c.r. rev 4, 04 Director of Field Operatio oro JS Concrete Cylinder Test Results CF-11 ®h Project: CAPE COD COOPERATIVE BANK IBRIGGS1 Briggs Engineering & Testing A "iris`°» of PK .ASS°``°".T. '»`. Project No.: 23251 Date: 7/31/2006 Client: Placement Wall Footings Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143,C173, C231,C138, &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 4767 Time of Test: 11:15 Cement / Pozzolan Type: Strength Delivered: 3000 Load No.: 3 Cement, Ibs: Strength Required: 3000 Set No.: 1 Truck No.: 10 No. of Cyl.: 4 Pozzolan, Ibs: Fine Aggregate, lbs.: Batch Time: 9:57 Slump, in.: 3.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 4.5 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., Of- 88 Air Entraining, oz.: Air Temp., *f: 91 Other,1: Other,2: Prepared by: Zachary Saint Onge Was HI / LO Therm. provided? Added Site Water, gals.: 20 Curing Temp.(High / Low), *f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 1 A 8/7/06 7DAY 6 12 28.27 141.0 73290 2590 1 1 B 8/28/06 28 6 12 28.27 140.7 98270 3480 5 1 C 8/28/06 28 6 12 28.27 140.9 103050 3640 5 1 D 8/28/06 28 6 12 28.27 140.9 100000 3540 5 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre cK /Cer 1 0 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved:_ CF-11, rev 5, 06 Appendix 2 CSC-CTP-1 Laboratory Director: Mar< D. Liebert Page 2 � Briggs Engineering & Testing j Concrete Cylinder Test Results CF-11 �` ®� Proect: CAPE COD COOPERATIVE BANK '<QV � � :, Division of PK Associates. Inc. Project No.: 23251 Date: 7/31/2006 Client: Placement Wall Footings Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143, C173, C231, C138, &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 4771 Time of Test: 12:45 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 7 Cement, Ibs: Strength Required: 3000 Set No.: 2 Pozzolan, Ibs: Truck No.: 13 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 11:50 Slump, in.: 4.5 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 5.0 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 86 Air Entraining, oz.: Air Temp., °f: 90 Other,1: . Other,2: Prepared by: Zachary Saint Onge Was HI / LO Therm. provided? Added Site Water, gals.: 20 Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80T for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 2A 8/7/06 7DAY 6 12 28.27 140.2 86830 3070 4 213 8/28/06 28 6 12 28.27 140.5 113170 4000 5 2C 8/28/06 28 6 12 28.27 140.2 117740 4160 5 2D 8/28/06 28 6 12 28.27 140.4 117040 4140 5 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No 'Reported cylinder density reflects the estimated den ty upo re ei ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Qr o ac C 0 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 i Concrete Cylinder Test ResultZOMN s CF-11 EBR1+�G,S Briggs Engineering & TestingN;;w Project: Cape Cod Cooperative Bank A Diresfon of PA Associates. Inc. Project No.: 23251 Date: 8/11/2006 Client: Placement Interior Footings on B, C, 3, 4, & C.6 Line, Elevator Pit, Frost Wall between B & C Line Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143, 0173, C231, C138, &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 4868 Time of Test: 1:45 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, lbs: Strength Required: 3000 Set No.: 1 Pozzolan, lbs: Truck No.: 11 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 12:30 Slump, in.: 5.25 Coarse Aggregate, lbs: Coarse Agg. Size: 3/4" Air Content, %: 5.3 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., "f: 82 Air Entraining, oz.: Air Temp., *f: 74 Other,1: Prepared by: Marco Agostino Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High / Low), *f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 96 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (lbs.) Strength (psi) Type 3A 8/18/06 7DAY 6 12 28.27 141.3 71800 2540 4 3B 9/8/06 28 6 12 28.27 141.2 0 3C 9/8/06 28 6 12 28.27 141.4 0 3D 9/8/06 28 6 12 28.27 141.1 0 Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated dens' y upo ec it ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gr r cl< /Ce 0 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF-11 e6 �� Project: Cape Cod Cooperative Bank r IS Briggs Engineering & Testing —" ' °''''Sion of PK Assort°'es. Ine. Project No.: 23251 Date: 8/11/2006 Client: Placement Interior Footings on B, C, 3, 4, & C.6 Line, Elevator Pit, Frost Wall between B & C Line Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tester in accordance with ASTM C172,C31,C39, C143, C173, C231, C138, &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 4877 Time of Test: 4:38 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 9 Cement, lbs: Strength Required: 3000 Set No.: 2 Pozzolan, lbs: Truck No.: 12 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 3:30 Slump, in.: 5.0 Coarse Aggregate, lbs: Coarse Agg. Size: 3/4" Air Content, %: 5.0 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., Of: 80 Air Entraining, oz.: Air Temp., Of: 74 Other,l: Prepared by: Marco Agostino Other,2 Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High/ Low), Of: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 96 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (lbs.) Strength (psi) Type 4A 8/18/06 7DAY 6 12 28.27 140.9 78510 2780 4 4B 9/8/06 28 6 12 28.27 141.0 0 4C 9/8/06 28 6 12 28.27 140.7 0 4D 9/8/06 28 6 12 28.27 140.9 0 Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated dens y upo eceip ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gr r cK /Ce 1 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF7-11 si Project: Cape Cod Cooperative Bank FE3RIG Briggs Engineering & Testing �--� - on of P" Ass°`'°"5. Inc. Project No.: 23251 Date: 8/16/2006 Client: i Placement 1 Line A-D Footing Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231, C138, &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 4912 Time of Test: 1:05 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, lbs: Strength Required: 3000 Set No.: 1 Pozzolan, lbs: Truck No.: 13 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 12:10 Slump, in.: 4.5 Coarse Aggregate, lbs: Coarse Agg. Size: 3/4" Air Content, %: 4.6 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., *f: 77 Air Entraining, oz.: Air Temp., *f: 81 Other,1: Prepared by: James Owens Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High/ Low), I: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 288 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (lbs./ft3) (Ibs.) Strength (psi) Type 5A 8/30/06 14DAY 6 12 28.27 143.0 97360 3440 4 5B 9/13/06 28 6 12 28.27 142.8 0 5C 9/13/06 28 6 12 28.27 142.7 0 5D 9/13/06 28 6 12 28.27 143.0 0 Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated densi y upo ec ip ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre r K /Cer ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 f Soils Compaction Report Waim Briggs Engineering & Testing PROJECT: CAPE COD CO-OP BANK BRIGGS A Division of PK Associates, Inc. PROJECT#: 23251 NZ&V INSPECTOR: E. Mario Noel EMP.#: REPORT#: DATE: 1 0/2 7/0 6 CODE: PAGE TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 16543 Type of Gauge: 3440 Density Count: 2264 Moisture Count: 552 Maximum Dry Density: 139.4 Optimum Moisture Content: 7.5 Soil Description: Gravelly Sand Material Source: 1� Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Please see attached sketch Area Tested Density Density Compactior Moisture Moisture 1 Parking Lot 3000 sq ft Grade 146.5 139.4 100.0 5.1 7.5 2 Parking Lot 3000 sq ft Grade 146.4 139.4 100.0 5.0 7.5 3 Parking Lot 3000 sq ft Grade 142.8 136.6 98.0 1 4.5 7.5 4 Parking Lot 3000 sq ft Grade 138.8 132.7 95.2 4.6 7.5 5 Parking Lot 3000 sq ft Grade 141.0 134.8 96.7 4.6 7.5 6 Parking Lot 3000 sq ft Grade 142.5 134.9 96.8 5.6 1 7.5 7 Parking Lot g3000sq Grade 143.7 136.6 98.0 5.2 7.5 8 Parkin Lot Grade 140.7 134.2 96.3 4.8 7.5 9 Parkin Lot Grade 142.1 135.6 97.3 4.8 7.5 10 Parkin Lot Grade 143.6 136.8 98.1 5.0 7.5 11 Parkin Lot Grade 141 .3 133.4 95.7 5.9 7.5 12 Parking Lot 3000 s ft Grade 139.6 132.6 95.1 5.3 7.5 13 Parking Lot 3000 sq ft Grade 147.6 137.6 98.7 7.3 7.5 14 Parking Lot 3000 s ft Grade 143.1 133.4 95.7 7.3 7.5 15 Parking Lot 3000 sq ft Grade 140.8 134.0 1 96.1 5.1 7.5 Tests not meeting requirements: None Who notified: Recommendations: 4 Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. ; N co tt� rn Note: All of the test results and findings contained within this report are limited to the areas indicated. ® 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 (j2--Lf1'L11❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: Sean Skorohod KN �;� � priggs Engineering &Testing PRO�Ci: L:�tic Cob Cam-- -3 t 9 At K Division of PK.Associates, inc. . PROJECT#: INSPECTOR: PAG,7,4: OF EIN LP.r: DATE: 1� f fD-6 CODE: ARR.TIME: IJOB HOURS: IT.T.: TEMP: H 5$T—L ? WIND: H L HLMID: H L SUNNY `. 'CLOUDY I l 71 Technician: Approved: Concrete Cylinder Test Results CF-11 Project: Cape Cod Cooperative Bank BRI �E Briggs Engineering &. Testing � p p { r„''```"" '`f r' _a.""``°`r.`_ r"`. Project No.: 23251 Date: 10/25/2006 Client: Cape Cod Cooperative Bank Placement First Floor Tenant Space Location: Sample Location p ton / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5739 Time of Test: 7:45 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 2 Cement, Ibs: Strength Required: 4000 Set No.: 1 Pozzolan, Ibs: Truck No.: 11 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 7:00 Slump, in.: 6.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 3.0 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., 1: 65 Air Entraining, oz.: Air Temp., 1: 50 Other,l: Other,2: Prepared by: Chris Kelsey Was HI / LO Therm. provided? Added Site Water, gals.: Curing Temp.(High / Low), *f: Was Storage environment provided in accordance with ASTM C31(60-80'F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 120 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 21A 11/1/06 7DAY 6 12 28.27 145.9 70120 2480 4 21B 11/22/06 28 6 . 12 28.27 146.0 116170 4110 4 21C 11/22/06 28 6 12 28.27 145.7 117530 4160 1 21D 11/22/06 28 6 12 28.27 146.0 117990 4170 1 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Greg e cKa Cert#M 0 ❑ 100 Pount Rd., Cumberland, RI 02864 Al CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF-11 Project: Cape Cod Cooperative Bank BRIG s Engineering & Testing "f''K ""``"'r` Inc. Project No.: 23251 Date: 10/25/2006 Client: Cape Cod Cooperative Bank Placement First Floor Tenant Space Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39, C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5745 Time of Test: 9:45 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 7 Cement, Ibs: Strength Required: 4000 Set No.: 2 Pozzolan, Ibs: Truck No.: 12 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 8:30 Slump, in.: 6.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 3.0 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., 1: 66 Air Entraining, oz.: Air Temp., *f: 50 Other,1: Other,2: Prepared by: Chris Kelsey Was HI/ LO Therm. provided? Added Site Water, gals.: Curing Temp.(High / Low), *f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 120 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height. Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 22A 11/1/06 7DAY 6 12 28.27 143.8 76950 2720 1 i 22B 11/22/06 28 6 12 28.27 144.0 118690 4200 4 22C 11/22/06 28 6 12 28.27 143.7 118850 4200 1 22D 11/22/06 28 6 12 28.27 143.9 122570 4340 4 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre cKa Cert 0 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 CONCRETE PLACEMENT INSPECTION BRIGGS Briggs Engineering&Testing PROJECT: CAPE COD CO-OP BANK A Division of PK Associates, Inc. PROJECT#: 23251 vim~ INSPECTOR: Chris Kelsey PAGE 1 OF 1 DATE: 1 0/2 4/0 6 1CODE. C-26 TEMP: H L 55° WIND: H L HUMID: H L Concrete Source: Fuccillo General Contractor: MacLeod Storage Location. Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Cloudy Steel arrangement X Temp. 55 Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports _ X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Linjits r " Time Limits X 1-1/2 hrs.max. Temperature X 1 50-90� Slump X 4" - 6" Mixing N/A 90-300 g . !, Air content * 3 - 5% Density N/A t +/-3 pc ' Location: 2nd Floor Tenant Space co J1 sr. _ R.. Remarks: *_Load#2 had low air content. . . cr, Note: All test results and findings contained within this report are limited to the areas,items or materials indicated. ° The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump Other Total Cubic Yards Placed 78 Load Arr. Truck No.of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight .F iF Deliv. Required water c 2 7:22 11 11 60 65 6.0" 2.0% 55 4000 4000 3/4 4 1 0 7 8:45 14 11 90 60 6.0" 3.0%1 55 4000 4000 3/4 4 2 0 100 Weymouth St.,Unit B=1;Rockland, Ma 02370 ❑100 Pound Rd., Cumberland,RI 02864 Approve • Director of Field Operations: Sean Skorohod KN CONCRETE PLACEMENT INSPECTION GRIGGS Briggs Engineering&Testing PROJECT: CAPE COD CO-OP BANK NZ A Division of PK Associates, Inc. PROJECT#: 23251-2V INSPECTOR: Chris Kelsey PAGE 1 OF 1 DATE: 1 0/2 5/0 6 CODE. C-26 TEMP: H L WIND: H L HUMID: H L Concrete Source: Fuccillo General Contractor: MacLeod Storage Location: Curing Box: Other: X Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size,quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Cloudy Steel arrangement X Temp. 50 Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. I ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs. max. Temperature X 50-90F Slump X 4" - 6" Mixing N/A 70-300 Rev. Air content X 3 - 5% Density N/A +/-3 pcf Location: 1 st Floor Tenant Space Remarks: Note: All test results and findings contained within this report are limited to the areas,items or materials indicated. The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 98 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight iF •F Deliv. Required water c 2 7:20 11 11 60 65 6.0" 3.0% 50 4000 4000 3/4 4 1 0 7 9:30 14 11 60 66 6.0" 3.0%1 50 4000 4000 3/4 4 2 0 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd., Cumberland,RI 02864 Approve k Director of Field Operations: Sean Skoro od KN ` f Concrete Cylinder Test Results CF-11 -` ■6 Project: Cape Cod Cooperative Bank IBRIGGS Briggs Engineering & Testing --^— A 0,,` ""n "f PK .a"°` °,`` Project No.: 23251 Date: 10/24/2006 Client: Cape Cod Cooperative Bank Placement Second Floor Tenant Space Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5714 Time of Test: 8:20 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 2 Cement, Ibs: -, Strength Required: 4000 Set No.: 1 Pozzolan, Ibs: Truck No.: 11 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 7:05 Slump, in.: 6.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 2.5 Water, gals.: Density, pcf: Water Reducer, oz.: -.Concrete Temp., *f: Air Entraining, oz.: Air Temp., *f: 55 Other,I t Prepared by: ' Chris Kelsey Other,2: Was HI / LO Therm. provided? Added Site Water, gals.: Curing Temp.(High / Low), I: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? f Moisture Loss Prevention: Caps Field Curing Time, hrs.: 144 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 19A 10/31/06 7DAY 6 12 28.27 144.4 85230 3010 5 19B 11/21/06 28 6 12 28.27 144.4 118630 4200 4 19C 11/21/06 28 6 12 28.27 144.2 121540 4300 1 19D 11/21/06 28 6 12 28.27 144.4 117950 4170 1 ''ALL TESTS COMPLETED Results within'specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre Ka Ce 6 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: A11, 14A14, = n� CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 A 1i i�R61>�GS Brigs Engineering & Testing Concrete Cylinder Test Results CIF-11 °� Project: Cape Cod Cooperative Bank { '""" "f rx 4'"v i u i°` 'nc. Project No.: 23251 Date: 10/24/2006 Client: Cape Cod Cooperative Bank Placement Second Floor Tenant Space Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5719 Time of Test: 9:30 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 7 Cement, Ibs: Strength Required: 4000 Set No.: 2 Pozzolan, Ibs: Truck No.: 14 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 7:30 Slump, in.: 6.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 3.0 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., *f: 60 Air Entraining, oz.: Air Temp., 1: 55 Other,1: Other,2: Prepared by: Chris Kelsey Was HI / LO Therm. provided? Added Site Water, gals.: Curing Temp.(High / Low), *f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 144 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 20A 10/31/06 7DAY 6 12 28.27 143.5 83640 2960 4 20B 11/21/06 28 6 12 28.27 143.2 112050 3960 . 4 20C 11/21/06 28 6 12 28.27 143.3 115420 4080 5 20D 11/21/06 28 6 12 28.27 143.5 113690 4020 3 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre cK /Cert#210 6 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF-11 Project: Cape Cod Cooperative Bank o RAGES Briggs Engineering & Testing ,�f PK .associates. Inc. Project No.: 23251 Date: 10/19/2006 Client: Cape Cod Cooperative Bank Placement First Floor "Bank" Slab on Deck East Side Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39, C143,C173, C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5649 Time of Test: 8:12 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 2 Cement, Ibs: Strength Required: 4000 Set No.: 1 Pozzolan, Ibs: Truck No.: 15 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 6:50 Slump, in.: 6.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 4.5 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., 1: 72 Air Entraining, oz.: Air Temp., °f: 48 Other,l: Prepared by: Marco Agostino Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High/ Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Yes Moisture Loss Prevention: Caps Field Curing Time, hrs.: 96 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested . Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 17A 10/26/06 7DAY 6 12 28.27 143.4 82120 2900 5 17B 11/16/06 28 6 12 28.27 143.3 0 17C 11/16/06 28 6 12 28.27 143.4 0 n 17D 11/16/06 28 6 12 28.27 143.6 0 MResults within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre K ert ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF-11 1061 Project: Cape Cod Cooperative Bank FS-RIGGS Briggs Engineering & Testing Ut,istan <r r x .a <<, ,a,rs, hic. Project No.: 23251 Date: 10/19/2006 Client: Cape Cod Cooperative Bank Placement First Floor "Bank" Slab on Deck East Side Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143, C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5654 Time of Test: 10:12 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 7 Cement, Ibs: Strength Required: 4000 Set No.: 2 Pozzolan, Ibs: Truck No.: 15 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 9:12 Slump, in.: 5.75 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 4.4 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., 1: 70 Air Entraining, oz.: Air Temp., °f: 53 Other,1: Prepared by: Marco Agostino Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High / Low), I: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Yes Moisture Loss Prevention: Caps Field Curing Time, hrs.: 96 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 18A 10/26/06 7DAY 6 12 28.27 143.8 83900 2970 5 18B 11/16/06 28 6 12 28.27 144.0 0 18C 11/16/06 28 6 12 28.27 143.7 0 f 18D 11/16/06 28 6 12 28.27 143.9 0 Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre o Ka C 0 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: a CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 i CONCRETE PLACEMENT INSPECTION PROJECT: CAPE COD CO-OP BANK i B R'G G S Briggs Engineering&Testing A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: Marco Agostino PAGE 1 OF 1 DATE: 1 0/1 9/0 6 CODE: C-26 TEMP: H 58' L 46' WIND: H L X HUMID: H L X I CLOUDY Concrete Source: Fuccillo General Contractor: Tri-State Concrete Storage Location. Curing Box: Other: X Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size,quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Cloudy Steel arrangement X Temp. 46 Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs.max. Temperature X 50-90F Slump X N/A Mixing N/A 70-300 Rev. Air content X N/A Density N/A +/-3 pcf Location: Slab on Deck"Bank"Slab First Floor East Side Remarks: No specifications submitted for today's pout. Slab on grade for the rear:and front entrance hat the first floor east side"bank"slab. I%polar set was added at the 4th, 5th, 6th, 7th and 8th load for today's-pour:- -.• -....._.. Note: All test results and findings contained within this report are limited to the areas,items or materials indicated. The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 92 Load Arr. Truck No.of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size I Fabr. # added Weight •F •F Deliv. Required water c 2 7:27 15 11.5 85 72 6.0" 4.5%1 48 4000 4000 3/8 4 1 10 7 9:50 15 11.5 63 70 5.75" 4.4% 53 .4000 4000 3/8 4 2 10 mw . - o en w ca ... .. 777 ..y .;xr 777 Zi .. N g, 100 Weymouth St.,Unit B-1, Rockland,Ma 02370 cn ❑100 Pound Rd.,Cumberland, RI 02864 Approved: Director of Field Operations: Sean Skorohod KN Concrete Cylinder Test Results CF-11 Briggs Engineering & Testing go IN Project: Cape Cod Cooperative Bank . a ---no rK .a""`,"rr.s_ t"`. Project No.: 23251 Date: 10/19/2006 Client: Cape Cod Cooperative Bank Placement First Floor "Bank" Slab on Deck East Side Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5649 Time of Test: 8:12 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 2 Cement, Ibs: Strength Required: 4000 Set No.: 1 Pozzolan, Ibs: Truck No.: 15 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 6:50 Slump, in.: 6.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 4.5 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., 1: 72 Air Entraining, oz.: Air Temp., °f: 48 Other-,1: Prepared by: Marco Agostino Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-807 for up to 5000psi, 68-781 for over 5000psi)? Yes Moisture Loss Prevention: Caps Field Curing Time, hrs.: 96 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 17A 10/26/06 7DAY 6 12 28.27 143.4 82120 2900 5 17B 11/16/06 28 6 12 28.27 143.3 115300 4080 4 17C 11/16/06 28 6 12 28.27 143.4 114710 4060 5 17D 11/16/06 28 6 12 28.27 143.6 113320 4010 4 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No "Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre o a ert# ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: I It, CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF-11 ®6 ■� Br g s Engineering & Testing Project: Cape Cod Cooperative Bank FB— GSi �r a g� � �r rx Assl)ciates. Inc. Project No.: 23251 Date: 10/19/2006 Client: Cape Cod Cooperative Bank Placement First Floor "Bank" Slab on Deck East Side Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143, C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5654 Time of Test: 10:12 Cement / Pozzolan Type: Strength Delivered: 4000 Load No.: 7 Cement, Ibs: Strength Required: 4000 Set No.: 2 Pozzolan, Ibs: Truck No.: 15 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 9:12 Slump, in.: 5.75 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 4.4 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., *f: 70 Air Entraining, oz.:' Air Temp., *f: 53 Other,1: Prepared by: Marco Agostino Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High / Low), I: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Yes Moisture Loss Prevention: Caps Field Curing Time, hrs.: 96 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 18A 10/26/06 7DAY 6 12 28.27 143.8 83900 2970 5 18B 11/16/06 28 6 12 28.27 144.0 114360 4040 5 18C 11/16/06 28 6 12 28.27 143.7 113710 4020 5 18D 11/16/06 28 6 12 28.27 143.9 113530 4020 5 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre o : •{ /Zbrt#0W662Q ❑ 100 Pount Rd., Cumberland, RI 02864 Approved:_ CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 r Soils Compaction Report GRIGGS �� Briggs Engineering & Testing 2 1\6 PROJECT: CAPE COD CO-OP BANK Q-NV A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: Nate Skorohod EMP.#: REPORT#: DATE: 1 0/1 8/0 6 CODE: PAGE TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 16157 Type of Gauge: 3440 Density Count: 2000 Moisture Count: Maximum Dry Density: 11 1.6 Optimum Moisture Content: 7.4 Soil Description: Sand Material Source: Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested Density ensit Density Compaction Moisture Moisture 1 Left Side Parking 50 sq ft Grade 111.3 103.9 93.1 7.1 7.4 2 Left Side Parking 50 s ft Grade 115.6 107.9 96.7 7.1 7.4 3 Left Side Parkin 50 s ft Grade 115.4 108.0 96.8 6.8 7.4 4 Left Side Parkin 50 s ft Grade 116.6 109.0 97.7 6.9 7.4 5 Left Side Parkin 50 s ft Grade 114.7 106.9 95.8 7.3 7.4 6 Left Side Parking 50 sci ft Grade 118.9 110.6 99.1 7.5 7.4 7 Left Side Parking 50 sq ft Grade 114.6 107.2 96.1 6.9 7.4 Tests not meeting requirements: 1 Who notified: Recommendations: Remarks: All tests were conducted in accordance with ASTMS D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated. ® 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: Sean Skorohod KN CONCRETE PLACEMENT INSPECTION PROJECT: CAPE COD CO-OP BANK B R I G G S Briggs Engineering&Testing A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: Evan Jacobs PAGE 1 OF 1 DATE: 1 0/1 7/0 6 CODE: C-26 TEMP: H X L WIND: H L X HUMID: H L X SUNNY Concrete Source: Fuccillo General Contractor: MacLeod Storage Location: Curing Box: no Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Steel arrangement X Temp. Steel clearance X Forms for general requirements. X Steel cleanliness X G'_?treparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs.max. Temperature X 50-90F Slump * 4"Max Mixing N/A 70-300 Rev. q Air_content. .. ** 5`5•-.7%-. Density, . N/A +/-;3 pcf - - _. . . .Location: 2nd Level Slab on Deck ' Remarks: * Loads#4 and 7 had'high slump. Peter Haddon of MacLeod Construction received word ;from his office that he could pour at-a higher slump. ** Loads#4 and 7 had low air content Note: All test results and findings contained within this report are limited to the areas,items or materials indicated. The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 82 Load Arr. Truck No. of Mix Cone. Slump Air Air Cone. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight •F •F Deliv. Required water c 4 7:58 14 10.5 90 66 6.0" 2.3% 52 4000 4000 Blend 4 1 0 7 10.5 80 64 5.5" 2.5%1 52 4000 4000 Blend 4 2 0 ; 100 Weymouth St.,Unit B-1,Rockland, Ma 02370 100 Pound Rd., Cumberland,RI 02864 Approve . Director of Field Operations: Sean Skorohod KN Concrete Cylinder Test Results CF-11 'i Oi °�' Project: Cape Cod Cooperative Bank FB—RUGGS Briggs Engineering & Testing ,�r PA .air �,r... , Project No.: 23251 Date: 10/17/2006 Client: Cape Cod Cooperative Bank Placement 2nd Level -Slab On Deck Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39,C143, C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5612 Time of Test: 8:30 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 4 Cement, Ibs: Strength Required: 4000 Set No.: 1 Pozzolan, Ibs: Truck No.: 14 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 7:17 Slump, in.: 6.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 2.3 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., 1: 66 Air Entraining, oz.: Air Temp., °f: 52 Other,l: Other,2: Prepared by: Evan Jacobs Was HI / LO Therm. provided? Added Site Water, gals.: Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 144 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.)_ (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 15A 10/24/06 7DAY 6 12 28.27 143.9 85360 3020 5 15B 11/14/06 28 6 12 28.27 143.7 115600 4090 4 15C 11/14/06 28 6 12 28.27 144.0 113590 4020 5 15D 11/14/06 28 6 12 28.27 143.7 114660 4060 5 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No "Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre o Ka C ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 I i Concrete Cylinder Test Results CF-11 BReGGS Briggs Engineering & Testing '�' Project: Cape Cod Cooperative Bank r rx .a<..,,c;a,rs. Inc. Project No.: 23251 Date: 10/17/2006 Client: Cape Cod Cooperative Bank Placement 2nd Level - Slab On Deck Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in,accordance with ASTM C172,C31,C39,C143, C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: Time of Test: Cement / Pozzolan Type: Strength Delivered: 4000 Load No.: 7 Cement, Ibs: Strength Required: 4000 Set No.: 2 Pozzolan, Ibs: Truck No.: No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: Slump, in.: 5.5 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4 Air Content, %: 2.5 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., 1: 64 Air Entraining, oz.: Air Temp., °f: 52 Other,1: Other,2: Prepared by: Evan Jacobs Was HI / LO Therm. provided? Added Site Water, gals.: Curing Temp.(High / Low), I: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 144 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 16A 10/24/06 7DAY 6 12 28.27 143.4 86040 3040 5 16B 11/14/06 28 6 12 28.27 143.2 122500 4330 1 16C 11/14/06 28 6 12 28.27 143.5 120690 4270 5 16D 11/14/06 28 6 12 28.27 143.2 123500 4370 1 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. 0.100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Grego a ert# 0 9 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: _ ft'41 CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 I CONCRETE PLACEMENT INSPECTION BR I PROJECT: CAPE COD CO-OP BANK IGG S Briggs Engineering&Testing G I 0=12" A Division of PK Associates,Inc. PROJECT#: 23251 INSPECTOR: Evan Jacobs PAGE 1 OF 1 DATE: 1 0/1 3/0 6 CODE: C-26 TEMP: H L WIND: H L X HUMID: H L X CLOUDY Concrete Source: Fuccillo General Contractor: MacLeod Storage Location: Curing Box: No Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. ASTM C-94 Limits ASTM C-94 Limits Time Limits X 1-1/2 hrs.max. Temperature X 50-90F Slump X 4" \lax Mixing N/A 70-300 Rev. Air content *. 5.5 -7% . Density N/A +/-3'3' f Location: Basement Slab (A-D; 1-5 and D-D.6, 5-5.5) Remarks:..... .*.Loads.#4.and.8.had low.air content. Peter Haddon of MacLeod Constructio as '" ► a informed of this. . .... .. Note: All test results and findings contained within this report are limited to t*ti the areas,items or materials indicated. The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM 4 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 115 Load Arr. Truck No.of Mix Cone. Slump Air Air Cone. Cone. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) N Temp. Strength Strength Size Fabr. # added Weight •F •F Deliv. Required water c 4 8:27 11.5 75 69 4.0" 3.5%1 50 4000 4000 6 4 1 0 8 10:23 11.5 60 69 1 4.0" 3.6%1 50 4000 4000 6 4 2 0 100 Weymouth St., Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland, RI 02864 Approve Director of Field O erations: Sea �16r_opO a KN ;r Concrete Cylinder Test Results CF-11 110 2A Project: Cape Cod Cooperative Bank [ IGG Briggs Engineering & Testingf)gVIN Cl R;', �d}� �- . r r .a ute.�. r, Project No.: 2251 Date. 10/13/2006 200 Iieflt-7 PM 2. �Tpe Cod Cooperative Bank Placement Basement Slab (A-D, 1-5, D-D.6; 5-5.5) Location: ---- I�'ISlui- Sample Location C4 / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39, C143, C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5546 Time of Test: 9:00 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 4 Cement, Ibs: Strength Required: 4000 Set No.: 1 Pozzolan, Ibs: Truck No.: No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 7:47 Slump, in.: 4.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 3.5 Water, gals.: Density, pcf: Concrete Temp., °f: 69 Water Reducer, oz.: 0 Air Entraining, oz.: Air Temp., *f: 50 Other,l: Prepared by: Evan Jacobs Other,2: Was HI / LO Therm. provided? Added Site Water, gals.: Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80T for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 240 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./U) (Ibs.) Strength (psi) Type 13A 10/27/06 14DAY 6 12 28.27 141.9 89080 3150 5 13B 11/10/06 28 6 12 28.27 142.0 114570 4050 5 13C 11/10/06 28 6 12 28.27 141.7 115350 4080 5 13D 11/10/06 28 6 12 28.27 .141.9 116420 4120 4 ALL TESTS COMPLETED F 1 Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth Bt., Unit B-1, Rockland, MA_02370 Tested By: Gre Ka Cert E DO ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF-11 ®6I.06 RIGGS riggs Engineering & Testing Project: Cape Cod Cooperative Bank B .4 r,;r,sion of nK .associa,ra. In c. Project No.: 23251 Date: 10/13/2006 Client: Cape Cod Cooperative Bank Placement Basement Slab (A-D, 1-5, D-D.6; 5-5.5) Location: Sample Location A2 / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39,C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5550 Time of Test: 10:45 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 8 Cement, Ibs: Strength Required: 4000 Set No.: 2 Pozzolan, Ibs: Truck No.: No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 9:44 Slump, in.: 4.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 3.5 cf: Water, gals.: Density, p � Water Reducer, oz.: Concrete Temp., °f: 69 Air Entraining, oz.: Air Temp., °f: 50 Other,1: Prepared by: Evan Jacobs Other,2: Was HI / LO Therm. provided? Added Site Water, gals.: Curing Temp.(High / Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi,.68-78°f for over 5000psi)? NO Moisture Loss Prevention: Caps Field Curing Time, hrs.: 240 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 14A 10/27/06 14DAY 6 12 28.27 142.9 99370 3510 4 14B 11/10/06 28 6 12 28.27 143.0 118710 4200 3 14C 11/10/06 28 6 12 28.27 142.7 117690 4160 4 14D 11/10/06 28 6 12 28.27 142.7 117650 4160 5 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No "Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: GreqgQWKav/(/Cert#,A00J2%9 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 i s FBRIGGSI Briggs Engineering & Te s tqChfg4 uF BARNS TABLE ti A DivisioN of PK Assoct�rEs,INc. v~" 2006 QCT 2$ AM 10� 44 October 6, 2006 ---.._.._...w� Briggs # 23251 Cape Cod Co-Op Bank 221 Willow Street Yarmouth Port, MA 02675 Attn: Mr. Steve Lowell I EVALUATION OF CONCRETE COREST`" Ops. Ctr. - Ben Franklin Wax REFERENCE NUMBER M-14321 DATE RECEIVED 9/11/06 SPECIMEN Three concrete cores extracted from a 5 gal. Bucket. Concrete was reportedly placed on 9/8/06. b METHOD OF ANALYSIS Obtaining and Testing Drilled Cores and Sawed Beams of Concrete {ASTM C 421. Compressive Strength of Cylindrical Concrete Specimens {ASTM C 391. RESULTS See attached data sheet. REMARKS Testing was conducted at our Rockland facility. Respectfully submitted, BRIGGS ENGINEERING « TESTING A Division of PK Associates, Inc. Mark D. Liebert Laboratory Director Construction Technology Division pg. 1 of 2 www.briggsengineering.com 100 Weymouth Street-Unit B-1 100 Pound Road Rockland,MA 02370 Cumberland, RI 02864 Phone (781) 871-6040 • Fax (781) 871-7982 Phone (401) 658-2990 •Fax (401)658-2977 ®0. . ®6 BRIGGSj Briggs Engineering & Tenting �..,�� :7 Dii'isinn q(NrC As_.ori;rrs. Ins. rr CONCRETE CORE WORKSHEET LAB#: M-14321 PROJECT: Ops. Ctr. - Ben Franklin Way CAST DATE: 9/8/06 CLIENT: Cape Cod Co-Op Bank TEST DATE: 10/6/06 AGE AT TEST TIME: 28 days TEST TIME: 3:00pm PROJECT NO.: 23251 REQ. f'c: 3,000 ACI Req. f'c: 2,550 CORE (rr) Cl) (") O SQ./IN. (ams) SAMPLE # ORIG. LENGTH CUT LENGTH CAPPED LENGTH DIA. AREA WEIGHT(RCVD) 1 4.44 4.35 4.54 3.00 7.07 1132.1 2 4.34 4.34 4.53 3.00 7.07 1136.5 3 4.71 4.46 4.63 3.00 7.07 1154.6 Core dimensions recorded to the nearest 0.01". Diameter determined based upon the average of two measurements taken at right an les at mid height of the specimen. CORE (lbs./cu.ft.) (Ibs.) RATIO CORR. BREAK PSI SAMPLE # UNIT WEIGHT LOAD L/D FACTOR TYPE STRENGTH 1 140.3 35230 1.5 0.97 4 4,840 2 141 .2 34040 1.5 0.97 4 4,670 3 139.6 36120 1.5 0.97 4 4,960 Correction factor applied in accordance with ASTM C 42, section 7.9.1 . AVG. 4 820 Moisture Conditioning: Concrete was delivered in 5 gal. Bucket three days after casting. Bucket was placed in curing room until time of test. Direction of application of load: Cores were extracted from a vertical plane. Nominal Maximum Aggregate Size: 3/4" End Preparation: Trimmed with wet saw. Remarks: In accordance with ACI 318, section 5.6.5.4, "Concrete in an area represented by core tests shall be considered Structurally adequate if the average of three cores is equal to at least 85% of f'c and if no single core is less than 75% of fc". Tested By: Greg MacKay Reviewed By: Mark Liebert Appendix 1 , QC-CCT-1 n hh ' COVER SHEET IGBriggs Engineering & Testing PROJECT: CAPE COD CO - OP BANK B�RIGGS A Division of PK Associates, Inc. PROJECT#: 23251 NZE—NI INSPECTOR: Bill Baker EMP.#: REPORT#: DATE: 10/6/06 CODE: ARR.TIME: 10:30 JOB HRS.: 5 T.T.: 1 MILEAGE: 100 TEMP.: H V L WIND: H L HUMID.: H L ,/ SUNNY CLOUDY No. of Pages to this Report: 4 No. of Back-up Pages to this Report: 3 .r0� As requested, I reported to the above mentioned project to conduct the scheduled inspection of Structural Steel framing on this building. After meeting with the project foreman and reviewing the related Structural Drawings and Details, the following test and inspections were performed. i TYPE OF INSPECTION: FRAME LEVEL: COMMENTS: MISCELLANEOUS Moment connections were ultrasonically tested on 2nd floor on 9 line at C.6 - E and roof framing on A BOLTED CONN line 4 - 5, B line 3-4-5-1-2, C line 1-2-3-4, D line 2-3, B.8 line 7-8, C.6 line 6-7-8-9, E line 6-7-8-9,-and - WELDED CONN. F line 5-6. STEEL JOIST Deck was also inspected on 1 st floor along with Shear Studs. All Deck work and Shear Studs were METAL DECK _� found to be Acceptable. 1 st floor Deck is 1 to 5. lines between A and D lines. SHEAR STUD FIREPROOFING NDE TESTING c), coo o Please refer to the attached.back-up sheets for detailed locations and results of inspections performed on this date. Technician: Bill Baker Approved JPB METAL DECK INSPECTION REPORT BFtIGGS Briggs Engineering & Testing PROJECT: CAPE COD CO - OP BANK A Division of PK Associates, Inc. PROJECT# 23251 NQ>F . I INSPECTOR: Norman Sweeney JOB LOCATION: Barnstable DATE: 10/6/06 EMP.#: REPORT #: ACCEPTANCE CRITERIA: AWS D1.1 DECK TYPE: ASTM#(S): GAUGE: COLUMN CLOSURES, END CLOSURES: Composite Galy. 20 OX WELDERQUALIFICATION: Yes SIDE LAPS: MINIMUM OVERLAP OF SHEETS: Yes �_ SCREWED TYPE OF INSPECTION: WELD SIZE: ,/ CRIMPED 100% INSP. SPOT INSP. 5/8" �_ WELDED WELD SPACING: O.K. END O.K. INTERMEDIATE TYPE OF ELECTRODE: DECK ALIGNMENT: Yes LOCATION OF DECKING ELEVATION: ACCEPTANCE COMMENTS IF REJECTABLE COLUMN LINE TO COLUMN LINE: 1 to 5 lines A to D lines 1 st Floor Yes TECHNICIAN: Bill Baker DATE: 10/6/06 APPROVED: SHEAR STUD INSPECTION REPORT LLmX6 Briggs Engineering &Testing PROJECT: CAPE COD CO - OP BANK BRIGGS A Division of PK Associates, Inc. PROJECT# 23251 NZ&V I INSPECTOR: Bill Baker JOB LOCATION: Barnstable I FIELD: PLANT: DATE: 10/6/06 EMP.#: REPORT #: ACCEPTANCE CRITERIA: AWS D1.1 STUD TYPE: ASTM#(S): GRADE: METHOD OF APPLICATION: QUALIFICATION OF APPLICATION: Yes TYPE OF TEST: SIZE OF STUD: 3 7/8" x 3/4" CORRECT SPACING: Yes ACOUSTIC RING TYPE OF INSPECTION: WELD SIZE: BEND 100% INSP. SPOT INSP. 3/4 �_ VISUAL .PROPER-DISTANCE FROM EDGE OF BEAM: TYPE OF ELF_CTRODE IF MANUAL). YES ,/ NO STUD ALIGNMENT: O.K. PROPER NO. OF STUDS: Yes LOCATION OF STUDS ELEVATION: ACCEPTANCE COMMENTS IF REJECTABLE COLUMN LINE TO COLUMN LINE: Between 1 and 5 lines and A to D lines. 1 st Floor Yes TECHNICIAN: Bill Baker DATE: 10/6/06 APPROVED: JPB ULTRASONIC REPORT BRIGGS Briggs Engineering &Testing PROJECT: CAPE COD CO - OP BANK NZeA Division of PK Associates,Inc. CLIENT: 23251 ULTRASONIC DATA JOB LOCATION: Barnstable PLANT: FIELD: DATE: 10/6/06 SPECIFICATION: I PROCEDURE: ACCEPTANCE CRITERIA: AWS D1.1 CALIBRATION DATE: SCANNING EQUIPMENT: TRANSDUCER ANGLE: 0 degree 70 degree CALIBRATION BLOCK: DSC TRANSDUCER SIZE: 5/8" x 5/8" SIGNAL HEIGHT OF TRANSDUCER SHAPE: 52 CALIBRATION BLOCK: 80% of Screen Heigh FREQUENCY: 2.25 mhz BLOCK FINISH: Machined MFG. IDENT.: sonatest MAKE & MODEL OF Panametrics COUPLANT: Echo Ge ULTRASONIC EQUIPMENT: #2400 PART NAME #1: PART NAME #2: MATERIAL: WELD TYPE: WELD SURFACE: As Welded JOINT DESIGN: Single Bevel PLATE THICKNESS: 1/2" WELD LENGTH TESTED: 100% DECIBELS DISCONTINUITY z (D m Of w m z w O f— ~Q U U co 0 Z Q w p U w Z z U_ w w c_U (D z N N U w z p w p w r p w 0 w pi pi J U W J J Z Q z J to X U Q 54 REMARKS: TECHNICIAN: Bill Baker DATE: 10/6/06 APPROVED: JPB COVER SHEET Briggs Engineering & Testing PROJECT: CAPE COD CO- OP BANK RIGGS g A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: Bill Baker EMP.#: REPORT#: DATE: 10/2/06 CODE: ARR.TIME: 7:00 JOB HRS.: 8.5 T.T.: 1 MILEAGE: 100 TEMP.: H L V WIND: H L V HUMID.: H L ,/ SUNNY CLOUDY No. of Pages to this Report: No. of Back-up Pages to this Report: As requested, I reported to the above mentioned project to conduct the scheduled inspection of Structural Steel framing on this building. After meeting_with the project foreman and reviewing the related Structural Drawings and Details, the following test and inspections were performed. TYPE OF INSPECTION: FRAME LEVEL: COMMENTS: MISCELLANEOUS Moment connections were tested on 1 st floor at B line 2-3-4, C line 2-3-4, and on 2nd floor at B line BOLTED CONN 1-2-3-4-5, C line 1-2-3-4, D line 2-3, A line 4-5, B.8 line 7-8, C.6 line 6-7-8, and F line 5-6. All WELDED CONN. welding was found to be acceptable and free from defects. STEEL JOIST METAL DECK SHEAR STUD FIREPROOFING NDE TESTING Please refer to the attached back-up sheets for detailed locations and results of inspections performed on this date. Technician: Bill Baker Approved JPB I ULTRASONIC REPORT BRIGGS1 Briggs Engineering &Testing PROJECT: CAPE COD CO - OP BANK wA Division of PK Associates,Inc. CLIENT: 23251 ULTRASONIC DATA JOB LOCATION: Barnstable PLANT: FIELD: DATE: 10/2/06 SPECIFICATION: PROCEDURE: Sec. 6 ACCEPTANCE CRITERIA: AWS D1.1 CALIBRATION DATE: SCANNING EQUIPMENT: TRANSDUCER ANGLE: 0 degree 70 degree CALIBRATION BLOCK: DSC TRANSDUCER SIZE: 5/8" x 5/8" SIGNAL HEIGHT OF TRANSDUCER SHAPE: 52 CALIBRATION BLOCK: 80% FREQUENCY: 2.25 mhz BLOCK FINISH: Machined MFG. IDENT.: Sonatest MAKE & MODEL OF Panametrics COUPLANT: Echo Gel ULTRASONIC EQUIPMENT: #2400 PART NAME #1: PART NAME #2: MATERIAL: I WELD TYPE: WELD SURFACE: As Welded JOINT DESIGN: Single Bevel PLATE THICKNESS: Varies WELD LENGTH TESTED: 100% DECIBELS DISCONTINUITY z Lu m w uj m Z ui O I— Q U U m 2 O Z Q p w p Z Z z U wLLJ LLI CU (D z Icn v~i N U uu z p J 0 � 0 J 0 p U Q Lu 54 REMARKS: TECHNICIAN: Bill Baker DATE: 10/2/06 APPROVED: JPB I OF Briggs engineering &TqSPOCT "3 Pm. ! 57 'AOfsfskn ofPKAsscciate-4,Inc. l]atC•®.®.,iL.1� Low Cylinder Test Facsbae Notice From: Mark Liebert,Laboratory Directar Total No. of pages izduding cover: To: AYIJr.�.J.r,�...®. @ Fax No. -- U LI• �2.23 cc: c @ Fax No. ��!• � (m �3U\/ - cc: @ Fax I�To. `�(�'• ✓/n5 O• Gksi.I wwwurw�w 'err» �l rn,4 @ Fax No. @ rax No- The accompamymgpage(s):is a report of low cyliu4ez test results_ Please note the graph below illustrates typical strength gain of concrete mixtures utilizing Type T/H cements. COA.Crete Wixtutes containing pozzolaas or other admixtures may exhibit lower early age streng0as. Compressive Strength vs. Age vs..«�.r�.w.�w..Q.. ...:J.. ..:=....4...y...�... •r4".q....pw.y«w.wy.,..R....�....Q.... 5000 G. �� ..p...pn..p.wp.«q«..e ..O•nV Yw4.nQn•d•w. ..9.w ay,w.lw.....O...e....0..'gw.pa. 4000 ...o,...j..„ _ ,.0.,.3........e...�....vw.v..�,' O/�, 0 3000 = _ M 2000 - ..•�..=ag. w•w«�..waa«�.«. ..q..ue.wo...q'...o...n,. ..pa..q.«.o«.O.«d.w.'p,.• . 1004 = o 14 21 2s Age, Days Briggs Recomvm4ndedM.in.imum Seven Day Strength vs.Design Strength Required.28 day.Min.Strength Briggs Recommended 7 clay Min.Steen t�h 2000 1200 250.0 1650 3000 7000 3500 2500. 4000 2900 4500 3400 5000 3900 m00 4500 . 6000 4900 Z0iti0'd Z86LTLBTBL ON3 SOOIdB TS:€T 90OZ-20-1O0 n ti z©'d -1di01 �- Concrete Cylinder Test Results CF-11 Briggs Engirieering & Testing Project: Cape Cod Cooperative Sank --�-- v;,�,�,,.• �rrx . ,.d�.« .•.. rR<, Project No.: 23251 Date: 8/30/2006 Client: Placement Front Right Walls Location: Sample Location / Remarks: 1 Concrete samples obtained,fabricated and tested in accordance with ASTM C'172,C31,C39,C143, C173, 0231, C138,&C1064 unless otherwise noted. �. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: Time of Test: 1:30 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 3 Strength Required: 4000 Set No.: 1 Cement, Imo: No. of Cyl.: 4 Poxzolan, lbs: Truck No.: 28 Slump, in.: 5.0 Pine Aggregate, lbs.: Batch Time: Coarse A Size: 3I4" Air Content, 96: 4.9 Coarse Aggregate, lbs: 9g• Water, gals.: Density, Pcf: Concrete Temp.,1: 82 Water Reducer, oz.: Air Entraining, oz.: Air Temp., °f: 78 Other,l: Prepared by: Nate Skorohod Other,2: Was HI/ L0 Therm. provided? No Added Site Water, gals.: Curing Ternp.(High/ Low), °f: Was Storage environment provided in accordance with ASTM C31(60-80T for up to 5000psi,68-78`f For over 5000psi)? No Moisture Loss Prevention; Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen pate Age at Diam• Height Area *Density _Max. Load Compressive Fracture Number Tested Test (in,) (in.) (sq.in.) (lbs./ft3) (lbs.) Strength (psi) Type 9A 9/6/06 70AY 4 a 12.57 138.9 26120 2080 5 9B 9/27/06 28 4 8 12.57 137.9 44370 3530 5 9C 9/2.7/06 28 4 8 12.57 138.7 45560 3630 5 9D 10/25/06 56 4 8 12.57 137.7 0 5 LOW TES"i RESULT •Results within specifications: ❑YeS 23 No "Reoorted cylinder density reflects the @sttmated density upon receipt. 6�y; Grr�ory Ma:cKa 1 QQ,�, 6139i" N 140 Weymouth St., Unit B-1, Rockland, MA 02370 Tested e D 100 Pdunt Rd., Cumberland, Rl 02864 Approved;___._ ....� __......_ ' CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D, Liebert Page 1 --. d 7-86LTLe t dL ON] S99 I d19 ES:r l 900?-s 0 .LSO Soils Compaction Report PROJECT: Briggs Engineering & Testing CAPE COD CO-OP BANK ' BRIG'GS A Division of PK Associates, Inc. PROJECT#: 23251 '<MV INSPECTOR: Nate Skorohod EMP.#: REPORT#: DATE: 0 9/1 9/0 6 CODE: PAGE TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 16157 Type of Gauge: 3440 Density Count: 2018 Moisture Count: Maximum Dry Density: 1 1 1.7 Optimum Moisture Content: 7.1 Soil Description: Sand Material Source: Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location. Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested Density Density Compaction Moisture Moisture 1 Interior Right Side Building 50 sq ft -2 115.0 108.5 97.1 6.0 7.1 2 Interior Right Side Building 50 sq ft -2 114.3 107.6 96.3 6.3 7.1 3 Interior Right Side Building 50 sq ft -2 114.2 107.0 95.8 6.7 7.1 4 Interior Right Side Building 50 sq ft -1 115.9 109.0 97.6 6.3 7.1 A 5 Interior Right Side Building 50 sq ft -1 112.7 106.5 95.3 5.9 7.1 6 Interior Right Side Building 50 s ft Grade 113.7 107.1 95.9 6.1 7.1 7 Interior Right Side Building 50 sq ft Grade 115.3 109.0 97.6 5.8 7.1 8 Interior Right Side Building 50 sq ft Grade 116.5 110.2 98.7 5.7 7.1 Tests not meeting requirements: Who notified: Recommendations: Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated. ® 100 Weymouth St.,Unit B-1,Rockland,Ma C2370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: Sean Skorohod KN Soils Compaction Report Briggs Engineering & Testing PROJECT: B R I G G S gg g g g CAPE COD CO-OP BANK -�� A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: Nate Skorohod EMP.#: REPORT#: DATE: 0 9/1 8/0 6 CODE: PAGE TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 16156 Type of Gauge: 3440 Density Count: Moisture Count: Maximum Dry Density: 1 1 1.7 Optimum Moisture Content: 7.1 Soil Description: Sand Material Source: Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested • Density Density Compaction Moisture Moisture 1 Interior Right Building 50 sq ft -4 113.2 107.5 96.2 5.3 7.1 2 Interior Right Building 50 sq ft -4 114.6 108.5 97.1 5.7 7.1 3 Interior Right Building 50 sq ft -4 114.8 108.5 97.1 5.8 7.1 4 Interior Right Building 50 sq ft -3 113.0 107.0 95.8 5.6 .7.1 j 5 Interior Right Building 50 sq ft -3 112.8 106.8 95.6 5.6 7.1 Tests not meeting requirements: Who notified: Recommendations: Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated ® 100 Weymouth St.,Unit B-I,Rockland,Ma 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: Sean Skoroho KN Soils Compaction Report Briggs Engineering & Testing PROJECT: CAPE COD CO-OP BANK BRIGGS -� A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: Nate Skorohod EMP.#: I REPORT#: DATE: 0 9/1 5/0 6 CODE: PAGE TEMP.: H L I WIND: H L HUMID: H L Troxler Serial Number: 16158 Type of Gauge: 3440 Density Count: 2006 Moisture Count: (�v Maximum Dry Density: 11 1.7 Optimum Moisture Content: 7.1 Soil Description: Sand Material Source: Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location Estimated I Elev. Wet Dry Percent Percent Optimum No. Area Tested Density Density Compaction Moisture Moisture 1 Interior of Right Building 50 sq ft -6 112.5 107.0 95.8 5.1 7.1 2 Interior of Right Building 50 sq ft -6 112.6 106.9 95.7 5.3 7.1 3 Interior of Right Building 50 sq ft -5 111.6 106.2 95.1 5.1 7.1 4 Interior of Right Building 50 sq ft -5 111.3 106.1 95.0 4.9 7.1 5 Interior of Right Building 50 sq ft -6 112.2 106.8 95.6 5.1 7.1 Tests not meeting requirements: Who notified: Recommendations: Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated. ® 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: Sean Skorohod KN r BRIGG Soils Compaction Report Briggs Engineering & Testing PROJECT: CAPE COD CO-OP BANK S A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: E. Mario Noel EMP.#: REPORT#: DATE: 0 9/1 4/0 6 CODE: PAGE TEMP.: H 750 L 450 WIND: H L HUMID: H L Troxler Serial Number: 16169 Type of Gauge: 3411-B Density Count: 2212 Moisture Count: 593 Maximum Dry Density: 11 1 .0 Optimum Moisture Content: 13.5 Soil Description: Sand Material Source: On-Site Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Please see attached sketch Area Tested Density ensit Density- Compaction Moisture Moisture 1 Interior Slab 30x20 -13 114.8 109.4 98.6 4.9 13.5 2 Interior Slab 30x20 -13 120.3 107.6 96.9 11.8 13.5 3 Interior Slab 30x20- � -12 1 115.3 11.0.0 99.1 4.8 13.5 4 Interior Slab 30x20 -12 115.3 110.1 99.2 4.7 13.5 5 Interior Slab 30x20 -11 115.2 109.2 98.4 5.5. 13.5 6 -Interior -Slab 30x20 .40 115.8 110.7 99:7 4.6 13.5 7 Interior Slab 30x20 9 111.3 106.0 95.5 5.0 13.5 Tests not meeting requirements: None Who notified: Recommendations: Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. T# C7 _ . Note: All of the test,results and findings contained within this report are limited to the"areas indicated . ® 100 Weymouth St.,Unit B-I"Rockland,Ma 02370 ❑ 100 Pound Rd.,Cumberland,RI 0 28 64 Approved: s.c.r. rev 4, 04 - Director of Field.Operations; Sean Skorohod KN aR J. � Brigs Engineering «lestinv POJEC :� .�c A Division of PK Associates. lnc. . PEcOjEC'IT: INSPECTOR: PAGE:,y OF E1LP.r: DATE:OC� -f Co ,. � �-�j ICGDE: �����OB HOiJI2�5: � IT.T.: Z MILEAGE: TE1IP: 13�5�'L `� WIND. H L HUMID: H L SUNNY CLOUDY i i I I � 30 6 i rTlechniician: m><}]2P OC3c Approved: f Concrete Cylinder Test Results CF-1 1 Pro ect: Cape Cod Coo erative Bank Illl3G Briggs En.gi.neeri.ng & Testing J p p A Division of PK .Associare.s. Ine. Project No.: 23251 Date: 9/13/2006 Client: Cape Cod Cooperative Bank Placement Walls A-F 1-6 Location: Sample Location B-4 / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143, C173, C231, C138, &C1064 unless otherwise noted. Concrete Source: Tresca Brothers General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5176 Time of Test: 1:35 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 3 Cement, Ibs: . Strength Required: 3000 Set No.: 1 Pozzolan, Ibs: Truck No.: 14 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 12:50 Slump, in.: 5.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 4.1 Water, gals.: Density, pcf- Water Reducer, oz.: Concrete Temp., *f: 68 Air Entraining, oz.: Air Temp., *f: 71 (� Other,1: Other,2: Prepared by: Zachary Saint Onge Was HI / LO Therm. provided? Added Site Water, gals.: Curing Temp.(High / Low), *f: Was Storage environment provided in accordance with ASTM C31(60-80T for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 168 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 12A 9/20/06 7DAY 6 12 28.27 143.5 67440 2390 5 12B 10/11/06 28 6 12 28.27 143.2 89930 3180 5 12C 10/11/06 28 6 12 28.27 143.4 86030 3040 4 12D 10/11/06 28 6 12 28.27 143.2 86570 3060 4 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Grego Ka ert# 0 9 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Soils Compaction Report 0\6 Briggs Engineering & Testing PROJECT: B R I G G S gg g g g CAPE COD CO-OP BANK A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: Nate Skorohod EMP.#: REPORT#: DATE: 0 9/1 1/0 6 CODE: PAGE TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 16156 Type of Gauge: 3440 Density Count: Moisture Count: Maximum Dry Density: 111.0 Optimum Moisture Content: 13.5 Soil Description: Gravelly Sand Material Source: Sample S1 Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested DenSitY Density ensit Compaction Moisture Moisture 1 Perimeter or Footing 50 sq ft -2 113.9 108.9 98.1 4.6 13.5 2 Perimeter or Footing 50 sq ft -2 113.5 108.3 97.6 4.8 13.5 3 Perimeter or Footing 50 sq ft -2 113.3 108.0 97.3 4.9 13.5 4 Perimeter or Footing 50 sq ft -1 112.6 107.0 96.4 5.2 13.5 5 Perimeter or Footing 50 sq ft -1 111.7 105.8 95.3 5.6 13.5 6 Perimeter or Footing 50 sq ft -1 114.9 109.6 98.7 4.9 13.5 Tests not meeting requirements: Who notified: Recommendations: Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated ® 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: Qj��-/,V/-// s.c.r. rev 4, 04 Director of Field Operations: Sean Skorohod KN F Concrete Cylinder Test Results CF-11 ■�. Cape Cod Coo er6 tive Barak l@1 � Briggs Engineering & Testing Protect: p p � { n , ,r .a 5.r„ «,r.�. , Project No.: 23251 Date, 9/g200 Client: Placement Line B.8 6-7 p` Location: � Gil Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39, C143,C173,C231,C13 &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5114 Time of Test: 12:10 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, lbs: Strength Required: 3000 Set No.: 1 Pozzolan, lbs: Truck No.: 15 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 11:15 Slump, in.: 4.0 Coarse Aggregate, lbs: Coarse Agg. Size: 3/4" Air Content, %: 4.2 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., 'f: , 82 Air Entraining, oz.: Air Temp., 'f: 78 Other,1: Prepared by: Thomas Gomes Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 15 Curing Temp.(High/ Low), *f: Was Storage environment provided in accordance with ASTM C31(60-80'F for up to 5000psi, 68-78'f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 72 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (lbs.) Strength (psi) Type 11A 9/15/06 7DAY 6 12 28.27 146.1 56620 2000 5 11 B 10/6/06 28 6 12 28.27 , 145.8 85150. 3010 5 11 C 10/6/06 28 6 . . . 12 28.27 146.0 84910 3000 5 11 D 10/6/06 28 6 12 28.27 145.7 85030 3010 5 ALL TESTS-COMPLETED r Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre o ' Ka /,Cert#0"066W90 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Soils Compaction Report Briggs Engineering & Testing PROJECT: CAPE COD CO-OP BANK BRIGGS -` A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: Thomas Gomes EMP.#: REPORT#: DATE: 0 9/0 8/0 6 CODE: PAGE TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 27512 Type of Gauge: 3430 Density Count: 2601 Moisture Count: 708 Maximum Dry Density: 1 1 1.0 Optimum Moisture Content: 13.5 j Soil Description: Gravelly Sand Material Source: Sample S1 Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location Estimated Elev. Wet Dry Percent Percent Optimum No. Area Tested Densit Density Compaction Moisture Moisture 1 Line A 1-5 100 sq ft * 116.0 109.6 98.7 5.9 13.5 2 Line A 1-5 100 sq ft 116.8 110.8 99.8 5.4 13.5 3 Line A 1-5 100 sq ft * 115.2 110.4 99.5 4.3 13.5 4 Line A 1-5 100 sq ft ** 110.3 105.8 95.3 4.3 13.5 5 Line A 1-5 100 sq ft ** 115.4 109.8 98.9 5.1 13.5 6 Line A 1-5 100 sq ft *` 110.7 106.3 95.8 4.1 1 13.5 7 Line A 1-5 100 sq ft *** 110.8 105.6 95.1 5.0 13.5 8 Line A 1-5 100 sq ft *** 114.1 106.9 96.3 6.7 13.5 9 Line A 1-5 100 sq ft *** 116.1 110.6 99.6 5.0 13.5 Tests not meeting requirements: Who notified: Recommendations: Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. * 10 feet below FG ** 9 feet below FG *** 8 feet below FG Note: All of the test results and findings contained within this report are limited to the areas indicated. ® 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 ❑ 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: Sean Skorohod KN CONCRETE PLACEMENT INSPECTION PROJECT: CAPE COD CO-OP BANK R I G G Briggs Engineering&Testing A Division of PK Associates, Inc. PROJECT#: 23251 ,<-Dv INSPECTOR: Thomas Gomes PAGE 1 OF 1 DATE: 0 9/0 8/0 6 1 CODE: C-26 TEMP: H L WIND: H L HUMID: H L ISUNNY Concrete Source: Fuccillo Ready Mix General Contractor: Macloud Storage Location: Curing Box: Other: X Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits X 1-1/2 hrs. max. Temperature X 50-90F Slump X 4" - 6" Mixing N/A 70-300 Rev. Air content X 3 - 5% Density N/A +/- 3 pcf Location: Line B.8 6-7, L.5 - E-Line G -C6+ E. Remarks: Note: All test results and findings contained within this report are limited to the areas, items or materials indicated. The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 40 Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight iF iF Deliv. Required water cf) 1 12:00 15 10 67 82 4.0" 4.2% 78 3000 3000 3/4 4 1 15 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 f,2 ❑100 Pound Rd., Cumberland,RI 02864 Approved:_ Director of Field Operations: Sean Skoroho KN Y Concrete Cylinder Test Results CF-11 I g g s Engineering & Testing Project: Cape Cod Cooperative Bank Bri '„ f Pk Assoc,a,r.s, Inc. Project No.: 23251 Date: 9/5/2006 Client: Placement A-C 1-5 "Walls" Location: Sample Location A-1 / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231,C138, &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 5067 Time of Test: 1:45 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, Ibs: Strength Required: 3000 Set No.: 1_ Pozzolan, Ibs: Truck No.: 5067 No. of Cyl.: 4 Fine Aggregate, lbs.: -Batch Time: 12:30 Slump, in.: 4.5 Coarse Aggregate, Ibs Coarse Agg. Size: 3/4" Air Content, %: 4.3 Density, pcf: Water, gals.: I Water Reducer, oz.: Concrete Temp., 1: 76 ' Air Entraining, oz.: Air Temp., *f: 75 Other,1 Other,2; Prepared by: James Owens Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High / Low), *f: f0� Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test . In('In ) (' .) (sq.in.) (Ibs./ft3) (Ibs.)' Strength (psi) Type 10A 9/8/06 3DAY 4 8 12.57 140.3 30240 2410 5 1013 9/12/06 7DAY 4 8 12.57 139.6 32660 2600 5 10C 10/3/06 28 4 8 12.57 140.4 52820 4200 5 10D 10/3/06 28 4 8 12.57 139.4 53430 4250 5 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre or 84cl<a /Cert#01 0066 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: tE. CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 CONCRETE PLACEMENT INSPECTION Briggs Engineering& Testing ��-; 20*h OJECT: CAPE COD CO-OP BANK f _ A Division of tKI S'Ui&� ' Inc. P JECT#: 23251 ?t\, .INSPECTOR: James Owens PAGE 1 OF 1 `�, DAT 0 9/0 5/0 6 CODE: C-26 TEMP: H 75' L WIND: H L UMID: H L X I SUNNY Concrete Source: Fuccillo Read Mi ` a Contractor: Macloud Storage Location: At Pour Cunng Box: No Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Sunny Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: ` Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits X 1-1/2 hrs.max. Temperature X 50-90F Slump X 4" - 6" Mixing N/A 70-300 Rev. Q Air content. X 3 - 5% Density N/A +/-3 pcf L® Location: Wall A-C 1-5. Remarks. `Job was scheduled for 40 yards at 10:30. Upon arrival,job was pushed to 1:30 and 100 yards. _. Note: All test results and findings contained within this report are limited to the areas, items or materials indicated. The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 87 Load Arr. Truck No.of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) N Temp. Strength Strength Size Fabr. # added Weight •F` iF Deliv. Required water en 1 1:30 11 11.25 80 76 4.5" 4.3% 75 3500 3500 3/4 4 1 0 5 3:10 12 11.00 65 73 4.5" . 4.6% 75 3500 3500 3/4 4 2 0 100 Weymouth,St:,Unit B-1; Rockland;Ma-02370- G 100 Pound Rd., Cumberland,RI 02864 Approve Director of Field Operations: Sean Skorohod KN Soils Compaction Report PROJECT: BRIG'GS Briggs Engineering & Testing CAPE COD CO-OP BANK NQ V A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: Nate Skorohod EMP.#: REPORT#: DATE: 0 8/31/0 6 CODE: PAGE TEMP.: H L WIND: H L HUMID: H L Troxler Serial Number: 16516 Type of Gauge: 3440 Density Count: 2016 Moisture Count: b t 0 Maximum Dry Density: 1 1 1.0 Optimum Moisture Content: 7.8 Soil Description: Sand Material Source: Minimum Compaction Requirement: 95.0% Proctor Type: ASTM 1557 AASHTO T 180 Test Location -sti,rated Elev. VVet Dry Percent Percent .Optimum No. Area Tested Density Density I-Compaction Moisture Moisture 1 Front of Building 50 sq ft -4 113.2 107.8 97.1 5.0 7.8 2 Front of Building 50 sq ft -4 112.2 106.1 95.6 5.7 7.8 3 Front of Building 50 sq ft -4 113.6 107.4 96.8 5.7 7.8 4 Front of Building 50 sq ft -4 112.2 105.8 95.3 6.1 7.8 Tests not meeting re uirements: lWho notified: Recommendations: Remarks: All tests were conducted in accordance with ASTMs D 2922 and D 3017. Note: All of the test results and findings contained within this report are limited to the areas indicated. ® 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd.,Cumberland,RI 02864 Approved: s.c.r. rev 4, 04 Director of Field Operations: Sean Skoro od . KN Concrete Cylinder Test Results CF-11 a Project: Cape Cod Cooperative Bank � 3 Briggs Engineering & Testing .4 Division of r A .45soc,ufr... Inc. Project No.: 23251 Date: 8/30/2006 Client: Cape Cod Cooperative Bank Placement Front& Right Walls Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39, C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: Time of Test: 1:30 Cement/ Pozzolan Type: Strength Delivered: 4000 Load No.: 3 Cement, lbs: Strength Required: 3000 Set No.: 1 Pozzolan, lbs: Truck No.: 28 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: Slump, in.: 5.0 Coarse Aggregate, lbs: Coarse Agg. Size: 3/4" Air Content, %: 4.9 Water, gals.: Density, pcf: Water Reducer,.oz.: :. Concrete Temp., Of:._. 82 3 Air Temp., f 78 a s Air Entraining, oz.: " mp•, Other,I Prepared by: Nate Skorohod Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High / Low), Of: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 24 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (lbs.) Strength (psi) Type 9A 9/6/06 7DAY 4 8 12.57 138.9 26120 2080 5 9B 9/27/06 28 4 8 12.57 137.9 44370 350 , , 5 fms' 9C 9/27/06 28 4 8 12.57 138.7 45560 36 0 V ® Z e a, 9D 10/25/06 56 4 8 12.57 137.7 57110 40 4� 1 ALL TESTS COMPLETED cm rn Results within specifications: ❑Yes ®NO *Reported cylinder density reflects the estirriated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: GreqgrSCU WKav,4'Xert#QA0 9 F ❑ 100 Pount Rd:, Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 s CONCRETE PLACEMENT INSPECTION Briggs Engineering&Testing PROJECT: CAPE COD CO-OP BANK IFB7RIGGS A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: NATE SKOROHOD PAGE 1 OF 1 DATE: 08/30/06 CODE: C-26 TEMP: H L WIND: H L HUMID: H L Concrete Source: Fuccillo Ready Mix General Contractor: Storage Location: Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Steel arrangement Temp. Steel clearance Forms for general requirements. Steel cleanliness Grade preparation Steel supports �— Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits _I 1-1/2 hrs.max. Temperature 50-90F Slump _— 3 - 5" Mixing N/A 70-300 Rev. Air content V— 4 - 6% Density N/A +/-3 pcf Location: Front and Right walls. Remarks: Note: All test results and findings contained within this report are limited to e areas,items or materials in ica e . The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump J Other Total Cubic Yards Placed Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight OF °F Deliv. Required water c 3 1:15 28 11 70 820 5 4.9 760 4000 4000 3/4 4 1 0 100 Weymouth St.,Unit B-1, Rockland,Ma 02370 ❑100 Pound Rd., Cumberland, RI 02864 Approved: Director of Field Operations: Sean Skorohod JPB Concrete Reinforcing Steel Report zam PROJECT: S Briggs Engineering & Testing (" BRIGGCAPE-COO:COOPERATIVE`BANK - A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: E. Mario Noel EMPM: REPORT#: DATE: 0 8/2 9/0 6 CODE: PAGE 1 OF 1 TEMP.: H 750 L 480 WIND: H L X HUMID: H X L CLOUDY Reinforcing steel was inspected for arrangement,cleanliness and checked against working drawings and reference specifications of ACI-301 for the following items. Check marks indicate compliance. All items in non-compliance are either corrected during inspection or noted below. Inspection of mechanical connections such as"Cadweld" or"Stricon" are reported separately when performed. Size and location: X Clearance to forms: X Grade Strength: X Extra bars at openings: N/A Splice Lapping: X Adequate ties: X Spacing: X Concrete coverage: X Supports: X Stirrup spacing: X Location'and Drawing#: Foundation Walls- Line 1 from D to C- Line 5 from A to B8 -Line 5.6 from B8 to D-Line B8 from 5 to 6.'-' Remarks: All of the reinforcing inspected conformed with the appropriate drawings/specifications. Note: All test results and findings contained within this report are limited to the areas,items or material indicated. 100 Weymouth St.,Unit B-1, Rockland, Ma 02370 ❑ 100 Pound Rd.,Cumberland, RI 02864 Approve Director of Field Operations: Sean Skorohod KN c.r.s.i.rev2,02 CONCRETE PLACEMENT INSPECTION Briggs ngineering &T'esting PROJECT: CAPE COD CO-OP BANK IFB—RIGGS7 A Divisi n of PK Assoc•ia'es, Inc. PROJECT#: 23251 INSPECTOR: Earl L. Moul Sr. PAGE I OF 1 DATE: 08/25/06 CODE: C-26 TEMP: H 74° L 64° WIND:-, H L_ HUMID: H L ICLOUDY Concrete Source: FuccI.1- General Contractor: Storage Location: At Wall Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are eit ter�corrected during inspection or noted herein. Detailed inspection of reinforcing for size,quantity, grade,spacing and configuration is reported separately when performed. Preplacement: Weather Steel arrangement �J Temp. i Steel clearance Forms for general requirements.. Steel cleanliness Grade preparation y' Steel supports y Placement: - Concrete placed within limits ofASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits 1-1/2 hrs. max. Temperature 50-90F Slump 4 - 6" Mixing __N_TA_70-300 Rev. Air content 3 - - 5% Density N/A +/-a pcf Location: Foundation wall, D-line, & 1-6 line. Remarks: Note: All test results and findings contained within this report are limited to e areas, ems or materials indicated. The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump Other Total Cubic Yards Placed 88 Load Arr. Truck JNo.of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. . Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight OF OF Defiv. st 1 11:22 15 11 80 700 4 4.4 66° 3500 3000 3/4 4 1 20 5 2:00 15 11 79 680 5 4.3 650 3500 3000 3/4 4 1 15 Cit 4 %l y 2g 100 Weymouth St.,.Unit B-1, Rockland, Ma-02370 Nk�' 100 Pound Rd., Cumberland, RI 02864.. Approve Director of Field Operations: Sedn Skorohod JPB • Concrete Cylinder Test Results CF-11 _` ■`ORIGGS1 B.r i g g s Engineering & Testing Project: Cape Cod Cooperative Bank rK .A`S°`'°'r.`. Inc. Project No.: 23251 Date: 8/25/2006 Client: Placement Wall D Line from 1-6 Line Location: Sample Location Wall D Line 1 Line o / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39,C143,C173, C231, 8,&C1bT4 unlg$s otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: acLeoF Mix I.D.: 3/4" - no mix No. Ticket No.: 4988 Time of st: cJ1:2,' c.J Cement/ Pozzolan Type: Strength Delivered: 3500 Load Cement, Ibs: Strength Required: 3000 Set No.: 1 Pozzolan, Ibs: Truck No.: 15 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 10:15 Slump, in.: 4.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 4.4 Water, gals.: Density, pcf: Water Reducer', oz.: Concrete Temp., *f: 70 _ Air Entraining, oz.. - . Air Temp., °f: 66 Other,I Prepared by: Other 2: Earl Moul Was HI / LO Therm. provided? No�o e Added Site Water, gals.: 20 Curing Temp.(High / Low), I: Was Storage environment provided in accordance with ASTM C31(60-80T for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 72 Cyl. End Preparation: C1231 Specimen Date Age at Diam.' Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 7A 9/1/06 7DAY 4 8 12.57 145.2 40190 3200 4 713 9/22/06 28 4 8 12.57 144.7 58520 4660 5 7C 9/22/06 28 4 8 12.57 145.6 56250 4480 5 7D 9/22/06 28 4 8 12.57 144.6 57310 4560 5 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ' ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Greq cK Cert#6110A ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: s CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF-11 BRIGS B r i g g s Engineering & Testing N. Project: Cape Cod Cooperative Bank Of rti .4ssoc,urr.,. hic. Project No.: 23251 Date: 8/25/2006 Client: Placement Wall D Line from 1-6 Line Location: q car C' a Sample Location Wall D Line 1 Line / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231,C &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: M cLeod.� w Mix I.D.: 3/4" - no mix No. Ticket No.: Time of T t: w Cement/ Pozzolan Type: Strength Delivered: 3500 Load No.: 5 Cement, lbs: Strength Required: 3000 Set No.: 2 Pozzolan, lbs: Truck No.: 15 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: Slump, in.: 5.0 Coarse Aggregate, lbs: Coarse Agg. Size: 3/4" Air Content, %: 4.3 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., Of: 68 6 Air Entraining, oz.: Air Temp., Of: 65 Other,l: Prepared by: Earl Moul Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: 15 Curing Temp.(High / Low), Of: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 72 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (lbs.) Strength (psi) Type 8A 9/1/06 7DAY 4 8 12.57 143.5 33180 2640 5 86 9/22/06 28 4 8 12.57 144.0 54390 4330 5 8C 9/22/06 28 4 8 12.57 143.2 55110 4390 5 8D 9/22/06 28 4 8 12.57 142.8 53230 4240 5 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. 10 ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre cK e + ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Result110 s CF-11 '� Project: Cape Cod Cooperative Bank GS Briggs Engineering & Testing p p r D -Sion of PK Associates. Inc. Project No.: 23251 .� j Date: 8/23/2006 C3 t�F BAR�d5"t:,�� Client: Placement Footing Boxes I'll OCT I AM 10: 39 Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172, C31,C39, C143, C173, C231, C138, &C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: Time of Test: 12:05 Cement/ Pozzolan Type: Strength Delivered: 3500 Load No.: 1 Cement, Ibs: Strength Required: 3500 Set No.: 1 Pozzolan, Ibs: Truck No.: 15 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: Slump, in.: 5.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 5.8, Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., °f: 79 -Air Entraining, oz.: e. Air Temp., *f 80 Other,1: Other,2: Prepared by: Nate Skorohod Was HI /_LO Therm. provided? Added Site Water, gals.: Curing Temp.(High / Low), 1: (0 Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? Moisture Loss Prevention: Caps Field Curing Time, hrs.: 120 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 6A 8/31/06 8DAY 6 12 28.27 144.1 65250 2310 5 6B 9/21/06 29 6 12 28.27 143.8 99210 3510 1 6C 9/21/06 29 6 12 28.27 144.0 101430 3590 5 6D 9/21/06 29 6 12 28.27 143.7 100690 3560 1 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upo receipt ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre or, acKa /Ee 6 0 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 CSC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF-11 Project: Cape Cod Cooperative Bank [BRlGGS Briggs Engineering & Testing '``"" "f n .4""`'u`r.`' ,nc. Project No.: 23251 Date: 8/16/2006 �` • Client ��r� LLA sir n. G Placement 1 Line A-D Footing <_ Location: Sample Location - t' I,, ;— ----_ / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39, C143, C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix, General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 4912 Time of Test: 1:05 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, Ibs: Strength Required: 3000 Set No.: 1 Pozzolan, Ibs: Truck No.: 13 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 12:10 Slump, in.: 4.5 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 4.6 Density, pcf: Water, gals.: ,.Water Reducer, oz.: Concrete Temp., *f: 77 Air Entraining, oz.: Air Temp., 1: 81 Other,1: Prepared by: James Owens Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High/ Low), I: Was Storage environment provided in accordance with ASTM C31(60-80T for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 288 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (Ibs.) Strength (psi) Type 5A 8/30/06 14DAY 6 12 28.27 143.0 97360 3440 4 5B 9/13/06 28 6 12 28.27 142.8 99950 3540 4 5C 9/13/06 28 6 12 28.27 142.7 100950 3570 5 5D 9/13/06 28 6 12 28.27 143.0 99140 3510 5 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre cKa Cert 00 6 El100 Pount Rd., Cumberland, RI 02864 Approved: ` CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 CONCRETE PLACEMENT BR IG INSPECTION IG GS Briggs Engineering&Testing PROJECT: CAPE COD CO-OP BANK <_2V A Division of PK Associates, Inc. PROJECT#: 23251 INSPECTOR: James Owens PAGE . 1 OF 1 DATE: 08/16/06 CODE: C-26 TEMP: H L WIND: H L 1HUMID: H L ISUNNY Concrete Source: Fuccillo General Contractor: Storage Location: At Pour Curing Box: Other: Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed. Preplacement: Weather Sunny Steel arrangement Temp. 810 Steel clearance Forms for general requirements. Steel cleanliness Grade preparation �— Steel supports Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits 1-1/2 hrs.max. Temperature -q 50-90F Slump 4" - 6" Mixing N A 70-300 Rev. Air content 3 - 5% Density NT +/-3 pcf Location: 1-Line A-D foot Remarks: Note: All test results and findings contained within this report are limited to e areas,items or materials The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any trucks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute J Pump Other Total Cubic Yards Placed Load Arr. Truck No. of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight OF OF Deliv. Require water c 1 1:00 13 11 60 770 4.5" 4.6% 810 3000 3000 3/4 4 1 0 100 Weymouth St.,Unit B-1, Rockland, Ma 02370 100 Pound Rd.,Cumberland, RI 02864 Approve . S�_ (_� _� Director of Field Operations: Sean Skorohod JPB Concrete Cylinder Test Results CF-11 �6 .ob Project: Cape Cod Coopers iy Ba k Ir RIldta3 Briggs Engineering & Testing ,�S �G,� ,� , � ��,,,.,�. '``"" "r'K Associates. `"` Project No.: 23251 Date: 8/11/2006 �.. Client: Placement Interior Footings on B, C, 3, 4, & C.6 Line, Elevator Pit, Frost Wall between B & C Line Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 4868 Time of Test: 1:45 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 1 Cement, lbs: Strength Required: 3000 Set No.: 1 Pozzolan, lbs: Truck No.: 11 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 12:30 Slump, in.: 5.25 Coarse Aggregate, lbs: Coarse Agg. Size: 3/4" Air Content, %: 5.3 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., *f: .82 . Air Entraining, oz.: Air Temp., *f: 74 Other,1: Prepared by: Marco Agostino Other,2: Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High / Low), *f: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 96 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) (lbs.) Strength (psi) Type 3A 8/18/06 7DAY 6 12 28.27 141.3 71800 2540 4 3B 9/8/06 28 6 12 28.27 141.2 110080 3890 4 3C 9/8/06 28 6 12 28.27 141.4. 106220 3760 4 3D 9/8/06. 28 6 12 28.27 141.1 108420 3830 4 ALL TESTS COMPLETED Results within specifications: ®Yes [-]No *Reported cylinder density reflects the estimated de ity upff recei . ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: G lac /CJAI 0 ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark D. Liebert Page 1 Concrete Cylinder Test Results CF-11 A. ZEN Project: Cape Cod Cooperative Bank i�RIIGG� Briggs Engineering & Testing Project No.: 23251 Date: 8/11/2006 Client: Placement Interior Footings on B, C, 3, 4, & C.6 Line, Elevator Pit, Frost Wall between B & C Line Location: Sample Location / Remarks: Concrete samples obtained,fabricated and tested in accordance with ASTM C172,C31,C39,C143,C173,C231,C138,&C1064 unless otherwise noted. Concrete Source: Fuccillo Ready Mix General Contractor: MacLeod Mix I.D.: 3/4" - no mix No. Ticket No.: 4877 Time of Test: 4:38 Cement/ Pozzolan Type: Strength Delivered: 3000 Load No.: 9 Cement, Ibs: Strength Required: 3000 Set No.: 2 Pozzolan, Ibs: Truck No.: 12 No. of Cyl.: 4 Fine Aggregate, lbs.: Batch Time: 3:30 Slump, in.: 5.0 Coarse Aggregate, Ibs: Coarse Agg. Size: 3/4" Air Content, %: 5.0 Water, gals.: Density, pcf: Water Reducer, oz.: Concrete Temp., Of: 80 Air Entraining, oz.: Air Temp., Of: 74 Other,1 Other,2: Prepared by: Marco Agostino Was HI / LO Therm. provided? No Added Site Water, gals.: Curing Temp.(High / Low), Of: Was Storage environment provided in accordance with ASTM C31(60-80°F for up to 5000psi, 68-78°f for over 5000psi)? No Moisture Loss Prevention: Caps Field Curing Time, hrs.: 96 Cyl. End Preparation: C1231 Specimen Date Age at Diam. Height Area *Density.3: Max. Load Compressive Fracture Number Tested Test (in.) (in.) (sq.in.) (Ibs./ft3) 'r (Ibs.) Strength (psi) Type 4A 8/18/06 7DAY 6 12 28.27 140.9 78510 2780 4 413 9/8/06 28 6 12 28.27 141.0 110840 3920 4 4C 9/8/06 28 6 12- 28.27 140.7 109420 3870 5 4D 9/8/06 28 6 12 28.27 140.9 111890 3960 1 ALL TESTS COMPLETED Results within specifications: ®Yes ❑No *Reported cylinder density reflects the estimated density upon receipt. ® 100 Weymouth St., Unit B-1, Rockland, MA 02370 Tested By: Gre a ert# ❑ 100 Pount Rd., Cumberland, RI 02864 Approved: CF-11, rev 5, 06 Appendix 2 QC-CTP-1 Laboratory Director: Mark%D. Liebert Page 1 I(�tq(0(,P- CONCRETE PLACEMENT INSPECTION ZSUN16Briggs Engineering&Testing PROJECT: CAPE COD CO-OP BANK BRIGGS A Division of PK Associates,Inc. PROJECT#: 23251 '~V INSPECTOR: Marco Agostino PAGE 1 OF 1 DATE: 08/1 1/06 CODE: C-26 TEMP: H 74F L WIND: H L X HUMID: H L X ISUNNY Concrete Source: Fucillo Ready Mix General Contractor: Storage Location: Curing Box: Other: near placement Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented. All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection of reinforcing for size,quantity, grade, spacing and configuration is reported separately when perfonned. Preplacement: Weather X Steel arrangement X Temp. X Steel clearance X Forms for general requirements. X Steel cleanliness X Grade preparation X Steel supports X Placement: Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either corrected before placement or noted herein. Concrete sampled in accordance with ASTM C-172. Time Limits X 1-1/2 hrs.max. Temperature X 50-90F Slump X 4" - 6" Mixing N/A 70-300 Rev. Air content * 3 - 5% Density N/A +/-3 pcf Location: Interior footings at B,C 3,4 and C-6 lines,elevator pit,frost wall between B &C lines Remarks: *Load#9 had slightly high air content. Note: All test results and findings contained within this report are limited to e areas,items or materials inc ica e . The following is a list of all trucks sampled.All other trucks were verified to be in conformance with ASTM C94 and Project Specifications. Any tricks not in compliance with standards may be tested,and are noted herein. Method of placement: Chute Pump X Other Total Cubic Yards Placed 90 Load Arr. Truck No.of Mix Conc. Slump Air Air Conc. Conc. CA Cyl. Set Gals. Unit No. Time No. Yds. Duration Temp. (in.) (%) Temp. Strength Strength Size Fabr. # added Weight OF OF -Deliv. Required water c 1 1:30 11 11.5 80 82F 5.25" 5.3% 74F 3000 3000 3/4 4 1 0 9 4:15 12 10.5 89 80F 5" 5.0% 74F 3000 3000 3/4 4 2 0 100 Weymouth St.,Unit B-1,Rockland,Ma 02370 100 Pound Rd., Cumberland, RI 02864 Appro e Director of Field Operatio JPs an Sko o MIDCAPE HWY (RTE 6) 44 LOCUS RANKMIN COMMUNICATIO 'f Wq y N WAY N/F LORRAINE E. SHEPLEY, TR. RD FLINT ROCK POND S HiLL o° N/F �a LORRAINE E. SHEPLEY, TR. FZP�N ENS CONCRETE BOUND WITH ��. DRILL HOLE FOUND 3p ✓ N/F LORRAINE E. SHEPLEY, TR. LOCUS MAP Res 9�3�• NOT TO SCALE 4000 BEN�AMIN CONCRETE BOUND WITH FRANKLIN (PR/VA TE DRILL HOLE FOUND _ 50 FT WIDE) W f / AY 1 _ /� I o S81'2120»E 0 0 �P �k' I o 369-77' pRNR 801jND TE HOLE yR FOUND TF1 30.00' 187 ,A\\� Ir O CONCRETE BOUND WITH ,w 19. - ' DRILL HOLE FOUNDco v p ^ 65' co M toEXISTING FOUNDATION FORMS N _ (UPPER LEVEL) — p LOT 22A ` -.�. � 42.5' N N/F 338.8' r �0 0. LORRAINE E. SHEPLEY, TR. 261,8 6 86 _ _ --- ��, w _ ` 74, N WOto EXISTING FOUNDATION (LOWER LEVEL) LOT 24C M 8•a AREA = 308,307f S.F. _ 7.08f ACRES 1T� Z 73 2' N / ' WALLRETAINING aO, acj �O I CONCRETE BOUND WITH off+ DRILL HOLE FOUND I � � �G I 6�•��16 N/F N L. PAUL LORUSSO, TRUSTEE 00 INDEPENDENCE 'PARK CHARITABLE Ui AAREMAINDER UNITIRUST Q o I N/F COASTAL SUN LIMITED PARTNERSHIP SURVEY ROD WITH CAP FOUND I .� 46 79. . tis8 ;.� N/F �6 CONDO PARCELS SSBg¢, 22S• 2�6� Z��VJ LeBLANC ELECTRIC, INC. 08F 566' et.al. CONCRETE BOUND WITH DRILL HOLE FOUND DATE DESCRIPTION lDrawnl&hecked Q S"1 / R E V I S 1 0 N S PLOT PLAN SHOWING EXISTING FOUNDATION PREPARED FOR CAPE COD COOPERATIVE BANK FOR LOT 24C, BENJAMIN FRANKLIN WAY NOTES I CERTIFY THAT THE EXISTING FOUNDATION I CERTIFY THAT "THE EXISTING FOUNDATION _ IN 1. HOUSE NUMBER: #55, #35, #250 IS LOCATED IN FLOOD PLAIN ZONE C AS IS LOCATED ON THE [LOT AS SHOWN, AND THAT BARNSTQBL.E MA 2. ASSESSOR'S NUMBER: 296-029, 296-030 & 314-042 SHOWN ON FLOOD INSURANCE RATE MAP ITS LOCATION CONFORMS TO THE MINIMUM COMMUNITY PANEL NO. 250001 0005C AND SETBACK REQUIREMENTS OF THE BARNSTABLE SCALE: 1 =40' DATE: SEPT. 11 2006 1 3. ZONING DISTRICT: !ND GRAPHIC SCALE 4. FLOOD HAZARD ZONES: C THAT FLOOD PLAIN ZONE C IS NOT A SPECIAL ZONING BY—LAW. , �- PLAN BOOK 536 PAGE -8 40 20 0 40 120 ' , p� `��,,. FLOOD HAZARD AREA. h � 5. REFERENCE: PLAN 'BOOK 443 PAGE 32, L .OImes and mcgrath Inc LAND IS LOCATED WITHIN WELLHEAD PROTECTION OVERLAY DISTRICT. civil engineers and land surveyors 'i 8. `r- 6. THIS �'�2'^lE!Jli 362 afford street I" mc'o y 7. THIS LAND IS LOCATED WITHIN A DEP APPROVED ZONE II. ( IN )H'EET ) ��� 9� (508) 548-3564(PHONE) inch 40 ft. DATE R RED SIONAL falmouth, ma. 02540 508 548-9672'(FAX) o PJa DATE REGISTEREb PROFESSIONAL LAND SURVEYOR DRAWN: PJR CHECKED. LAND SURVEYOR — __ _ CCCBANK 205104EC R2.DWG JOB NO: 205166 — — DWG. NO.. 85 2 24E SHE T 1 of 1 �24 EL='t23.3\ MIDCAPE HWY (RTE 6) Q=12� �ti \ BASIN 1NeR29 LORRAINE E. SHEPLEY, TR. LOCITS FRgNKUN COM►AUNICA�►ON LA V RIM BENCHMARK wA>- WAY 12°\ = 1830 TOP OF HYDRANT ELA 123�1 / ELEV.=113.75 RD �J APPROXIMATE LOCATION 2 •5 gyp• �'�� /y OF 12" D.I. WATERMAIN N/F �O FLINT C PROPOSED FIRE LORRAINE E. SHEPLEY, TR. ? 0 �� 22-�� l / .IS yV y J� O �C < � AND DOMESTIC WA TER SERVICES H 12 ,E q moo• 66� �� ye�Np z N/F YANN'S y F a'iNp LORRAINE E. SHEPLEY, TR. �o •py ::. :: 118 C ,�ti W .�? EELLH10 APPROXIMA rE LOCATION ,yam SEWER MAIN PROPOSED 6' DIAM. 8' DEEP c� N INV.,g 92 Wy_ LEACHING PIT WITH 5' OF �� c o�\ 82 IN BASIN RIM CRUSHED STONE ALL AROUND. APPROXIMATE LOCATION 7? " SMH RI a= � 7 EN J/1M/I� of 6" SEWER LATERAL ONCRETE BOUNDS WITH ty 1,B .:.' . �►` ^ (TYPICAL OF 3) RILL HOLE FOUND 104 8z LOCUS M A P ' :'.:: . : . .. . oBAS ENK NOT TO SCALE RI V _ 0 �, .... .. . .. .. ....... .... '• .. '.. � a= a� ��, A ATE � 'J¢ n �� ti 5 F-1 WIDE) _ :: DG EDGE OF AMENT =72 _ / t� PRalp d=DIAM P 0 4 Go ARING SM M V BASIN RIM �? ,\ w ar v'TAN ALL AROU >> EL=84.36 .. .. SMH2 EL 6108 0 (TYP L GAF.4) �o 16 ry --� GE' o $� WV=7217 S SMH RIM q z a=81.47 BASIN RIM < Ao a=e1.01 W x xJ J01.7 CB 7 L.F• S, ? cn �+ •�'':'.. '' • 0. .•' .•:':::�' �.r .... , CONCRETE BOUND WITH $ SE = DRILL HOLE FOUND WER 6 R- =0.0 `AD. r7nPp 4)PE p �� P OP SED t:'A TCH o� , �ti 5 / 12 AD 5=(Al2 -8 PROPOSED TENCH SZ- B S/ ( /CAL) , i GRA TE (SEE DETAIL) p o ��� AD -12 HEA `° N o 5'r5' LANDING >2 OS -12 log o .� L.F. S=O.O CB9 . .. .............. .... >>6 11 F. S =0.00 '' • B CB2 �� �1015Z ���' � '...••:'':•:•:•:•:•••••:•�i•:.::.-.•.•..•.. OF 2) � O) 76 o PROPOSED LOT 22A , PR P LD ►� G p < 3 RETAINING WALL } :......:::: P�Q10 ... ST co N/F 9 ........ \`-"ag a SMH73RIM o 4" PVC PIPE LORRAINE E. SHEPLEY, TR. 1 j4 Q E = 65 ..,S '•.D1T ( L j . Jo i\ 7 4 S� B R5 0 13 L.F. S=0.01 �69 ADS N-12 S.. ::.....oe ..PR 8e BENCHMARK o f 1 OSED EMERGENCY t• 11.2 , I ix /o? '� O L.F. S= �� ... WAY. ELEK = 94.25 aAs I �Io TOP OF CONCRETE BOUND a t INV - 87.00 t3 aA = G ELEV.=75.23 11 p s � � • � S - 5 � o .. PROPOSED LEACH/NG Y5 M 72 � �� � 12 ADS -12 _ o z L. . 9 x97.74 c^ o 8�8.3 LEACH/NG Tl�/ c� - PROPOSED 2 DIAM. H2 RATE 4 F TONE ALL UND o G oQ 4' DEEP Wl'TH 2' OF 10 •��,� $ ND AN, OWS: o ,, STONE ALL AROUND 9B 65x DETAIL 70`� 9 , DM ,, PROlAO DRAINAGE DRILL HOLENTH `�� `���y �j, TRENCH GRATE DETAIL ET S1R �� �� '" i0 SCALE: 1 = 10 g - 91S 7 SE TAIL. 8p 104 _ 97.7f - 86 !i, n g 84 V ' �102 ..... .......'.'.'............ � GRASS c 12 -'H :. DRAIN SWALE \ .9 0 ADS N- ...... ... 713... ... _ Q• 90 S _ N/F - 4 1 L. PAUL LORUSSO, TRUSTEE p INDEPENDENCE PARK CHARITABLE .. ::. 'V 74 .� REMAINDER UNITRUST '9 .. ..... :....:. .. Q- 72 6L N/F COASTAL SUN LIMITED PARTNERSHIP / .. :::::::::::...... ::.... :':::. : ? PROPOSED FILL MATERIAL AI •' ' A GRADE OF ,3.•1 SLOE TO �8E ::::::::.......... ... : . .....:....... .....:....::. PR07ECTED IMTH JUTE MA TIE. SURVEY ROD WITH 84 :............... ............... ........... ....................... ...... FOR REVEGETA 770N REFER TKO CAP FOUND a2 .. . . : ::::::::..... ::: 54 LANDSCAPING PLAN. 82 Go -78 $ -74 LEGEND 72 CONCRETE BOUN DWITH DLL BOUND ■ ■ 70 SEWER MANHOLE s0 N/F 6/26/06 REVISE HP PARKING LAYOUT & RAMPS ADR CONDO PARCELS SEWER LINE -S DRAINAGE & SEWER SYSTEM INVERT SCHEDULE: 3/9/06 REVISE BUILDING & UTILITIES ALIGNMENT RLR TMS DRAIN MANHOLE O CATCH BASIN ® STRUCTURE RIM INVIN (FROM) INVour (TO) 12/9/05 REVISE BUILDING, GRADING & DRAINAGE RLR TMS DRAIN LINE _ _ _ = 1. CB1 99.62 --- 96.12 (DMH1) DATE DESCRIPTION Drawn hecked 2. CB2 99.62 --- 96.12 (DMH1) R E V I S 1 0 N S WATER SERVICE 3. DMH1 100.00 96.06 (CB1&2) 95.96(DMH2) WATER VALVE D4 4. DMH2 100.50 95.60(DMH1) 95.50(DMH3) GRADING, DRAINAGE & UTILITIES WATER LINE -W 5. C133 98.56 --- 95.56(DMH3) GAS LINE -G 6. DMH3 98.61 95.00 CB3)(DMH2& 94.73(DMH4) SITE PLAN GAS VALVE D4 7. DMH4 97.32 94.43(DMH3) 94.33(HW1) PREPARED FOR 8. HW1 ---- 94.03(DMH4)FENCE -X-X- 9. CB4 102.10 --- 98.10 (DMH5) CAPE C O D COOPERATIVE BANK HYDRANT V 10. CB5 102.10 --- 98.10 (DMH5) PROPOSED SPOT GRADE 44 ox 11. DMH5 102.44 98.05(CB4&5) 97.95(DMH6) IN PROPOSED GRADE -38 13. CB7 102.40 --- 97.41 (DMH6) B A R N S TA B LE MA 14. DMH6 102.50 97.33(DMH5) 97.23(DMH7) EXISTING GRADE -3e GRAPHIC SCALE 15. CB8 99.70 --- 96.20(CB9) SCALE: 1" - 40' DATE: OCT. 18, 2005 PROPOSED NATURAL EDGE - - 40 20 0 40 120 16. CB9 99.70 96.10 (CB8) 96.00(DMH7) - 17. DMH7 99.00 95.88(DMH6) 95.78(HW2) NOTICE holmes and mcgrath , Inc. 18. HW2 ---- --- (DMH7) Unless and until such time as the on (red) p civil engineers and land surveyors PROPOSED GRADED SLOPES AND DISTURBED original red stamp of the AREAS SHALL BE REVEGETATED IN ACCORDANCE ( IN FEET ) 19. CB10 93.29 --- 89.29(LP1) responsible Professional Engineer, or Professional Land Surveyor 362 IffOrd street 508 548-3564 PHONE WITH THE CAPE COD COMMISSION REGULATIONS 20. LP1 94.50 89.18 CB10 --- appears on this plan: 9� ( ) i inch = 40 ft. �........................ A ci arson re arsons, a inf in p falmouth ma. 02540 508 548-9672 FAx _ REGARDING OPEN SPACE. 21. SMH1 99.75 86.45�CELLAR) 86.35(SMH2) p p including any municipal or other �•'•••••-••I GRADED SLOPES SHALL BE PROTECTED WITH public officials, may rely upon the information- contained herein; and ' JUTTE MAT. REFER TO LANDSCAPING PLAN. 22. SMH2 90.20 80.35 SMH1) 80.25(MAIN) (e) this plan remains the property of kslmes & McGrath, Inc. DRAWN: RLR CHECKED: TMS C\CCCBank\205104sp-R2.dwg (Grad) JOB NO: 205104 DWG. NO.: 85-2-24BI SHEET 3 OF 5 I2 3 4 5 ::<_:.<.<.:.f_:.:.:.:.-..:.:..:...:.«...f..;.:...:f_:.;.:.::.f«;.:.:.:i.:..>.:....:f..;.;...:-..:.:.:..:.-..;..;.:.f..:.:.::.:......::.:.:«:..:::.Y:::::.. :.».Y..«..:.L.Y..t.. a_:.:._T:.....Y......Y........Y........Y.....«... :.«.... «.... w....n.. _.... _...._....n................n...._...._.....«...._...._................. .«.. _... ....«........_...._ «. _. ...._.... «...._:«T«.......... _ z T:•::-::«;;...._...:-:::.::::t:Tt•»T.r«rttL::p::::•:••::•::::• .n....«.. ....«....:•--:-....n....z....«.rr:»:r:1s::rrz::T:_r::.n ....... _...._. ...._._.n...._...._...._...._...._...._..._...._...._...._......: .-...._...._...._._ _ - _ _ n _ _ _ 'T:L:S.:»-.•.::•S•S .L•Tltt:r_SL•S4�.A•:S�S_YL:i_5�:::•S -_ ..L•: ce: .'. «:::: �::h'«::.: 1: _ - •-•••:»::.: •••••••••^••S• _ _ _-...._....-...._....n....i...w.. •...«lt:i'JJSiY...i... .. :y::Y:»:•l..'SY.:. T....n....YNS:T::J�::t:�:•:^.V-::Y:«S«....n.... _ ...._.. ....r .-..::'_. «Sr:LST:15Ttt: S:T::»Y:tL'4t1L�T::«T::l.T_::JhY:»SYtA•SY..... S ....� 'r.'r�ii%iBiiEti i •`seiiZiz};:_}zi�i•�ri3:-u"ii es fi3fv.•niiri�titi 5iaii 1 • n -_ n ---- rrti - -1 - - - - - - ::^:•::-...._..;;_........._:..._....».;..«.. .... •::::«:T:.. .....z.• . ...... .... .. ....n.... ... :.:•::::?::::.:«::«.««::f°ifl�f:.'iif. .• •T:»Y- iiir.: E B 4 4 S - -'--- -- - -- - - - N z a e >• a ���:_:«=�� �;�<>� =f. �� =__=���: f::< -�=�'-�� •;-<::•; ..... AS a :-:•«•:�:-::«:-::at;:_::s:� : •:«::•«. .:::-fs: 12 A'1 ---- -=- _ _ - - - .... ...... .....=.. ...................................... :tzT 1 Q - - - - - - i - - , - Z Q -r -r lo' r o 1 Za s ' _ Z5 y. 5 L - ZZ I - n' 10' Z5' L' - 11 - - N) - _ - - . - - - .......................... ' : :T:YII W.1111�11Yi1�111t:: •n:. ......«........»....n.... r-� - 1_ . 1_ . 1_ . I :;::..__.._..__...._....._. ---_ - -_ M'-c Ir-o• 10 0• 1'-01 Io' O' @ 4 to O 1 4 5 5 :.:....--•---•-L..:•..-Y«LT:••:-:•::-:tom-...t.":L:: •:T:::AY:: Y::L:T::_.YJ Its».T..••..rt::.:L::.:«:..._...._...._... :t:t::_ _�i:::�.:::. I I I - TYP. F.R. STAIR s_x _w ::«... --- ...:T - - zifrizi:c_•Y•riarsivr.'is?tivt-ziii:rti•.i_:.:I .t:%.3•:tii �yYr... .«.s:-:«:r.:•::-•:«.r:::: f n. ..._...t» •::T11:T:LOS »i:lKiV ILtY..n'.i:t:i I + I II :::. ...._.... ..5.:»... .........................n.....t ...-.... «....« .Yttl:'l..S:iiYt:.•'Y _ « - � I A10 OPERABLE ! ! ! OPERABLE OPERMO _ - LOER SAH LONER SH LONER&W LONER SASH LONER :•:..:.f:=:-:. �~': :txz:Ts:•«.::•tT.m•»::Y::z:Y::s:T::»:r::Y::t:x:::: •tom rzxritiif�}:ci STAIR --- ---- -- - _ __. ._....._...._.... ....«...._.... ..«...._...._..........w ._...«002 « .� . ._... -....ii_f...- s.i. I cr �����i i I _ - - :rya«_T•` �»•:TtT.:•L;::�f _ :�.Y:a_ I I OFFICE I : - � _: _•-« •« -i: is�• : •���� : ONF �!��1[�QP ... b N I :_: «w...._.....:::«....n...._... ..«�--- ::»::Tt f .«...._t:.. _.�•:Y::i�_ =�z z 115 I - - -_ -----_- - 1 14 El _ _ _ 4 t1s t17 I I I ! I � I - I Y...._....T..xrn:..:t::-aT-a^-Y::r»::__ .....::x-::t:rst... •T��irti.:ii9i•«iisrrvv?;•';•; I • In .......«.......««.......... -.............. ......«...._i... ST:Y.•.C1r C.SST.lY::i::tL•T::»SSTS:St .t: �. r'-� CONFERENCE � D r- • �'-1' -........ - ...._..::»:.:Yt:1. ..:�:• 1 Q Q :n..._..._...w...._. «. ........ ......._...n...w...._...._.. _A8 �• ::�. ilfl. - .SitYSii':' = OY�fTi{iY: «T�1:>..«:':Y:«4. ..... . .... -RESIDENTIALE , ,,, ..._....i=.-•�w•�L::::�:::Y:i«-i=:-=�<i=:»:i«�-:::::::.::•«:-_f. ....«...._...._..._...._....-...._....«...._..........«. I LEN - � 4� to tt8 tts I 12o t2t t22 :T::_Y w-_ -= _ •---- -._. _-.«....«.s.... �i=.�<:-��• ii:.�ii-«�i_f_..:��:=.._i�:�ii-> n 0 IZ'-O' '-lo• r-3• sa-IV -r -r Ir a'-3' 10 10'-u• I t23 STORAIGE I, _ Z4'-�• 10'-0' r1'-�• kY-O• 3'-r idol-O' '- r x � BRANCH • RES. pp�p. OPEN TYP. P.R ; -- - - - -- RES. � I I I T BUPPt%T ASSEMB • �. SUPPORT - 5' 4 RESIDENTIAL_ — sHT T-1 -- 7 113 RES. RES. BRANCH P I a 112 T D. OPEN -- - c O b p7 I RESIDENTIAL r-r r-c•L7 iI t32 LENDING 112 1 Fillrg REARVESTIB T � I RES. RES. • - y� - - c D r ;` SUPPORT SUPPORT C NTER CENTE y -- - 3 3 124 o 1 121 I , n RES.I RES. CALL CALL ILE i 4 QO v o RSASH LOER SASH La LONER OPERABLE OPPERABLE OPERABLE C CO IVE u �. � I � SUPP T PPORT CENTER CENTER 124 i 13 • - I i129 ' i 1 4 li 1 I ' I li ; i s r- r-r D CUBICAL SPACE ALL WORK b •2 128 131 ! TYP. Fit * _ 109 STATIONS AND r-4' 129 ACCOM - � COUNTER BY R 125 ASSEMB - - _ SERVICES Ill BHT T-1 4 1 r-o• - �` LL I 7 �- New Operations Cente ACCOUNT a.eNe COIF. ..... .�.�.�. .�.�.�.�. � IIW ROOM ,SERVICES A UORT OPEN OPEN RECEPTION DESK D C1 A11 BENJAMN FRANCLIN WAY110 105 AND COUNTER BY T 8 RN. VENDOR N I ' qu BARNSTABLE, MA 4 4 A T ACCOUNT ACCOUNT ACCOUNT + I 123 + ! n SUPPORT SUPPORT SUPPORT SUPPORT 133 F, TYP. F.R.•STAIR •" I ( 1 I 1 ASSEMB.ISHT T-I 14 .� r b ACCOUNT L 5� PUBLIC LOBBY ----- 134 - -- ---- -- ---— ---- --- - -- - o 107 109 1 O 104 --- --- A CCOUNT j COUNT q'-T' �_5• TYP. F.R. 126 I Q } ACCOUN ACC ASSEMB 'b SIPPgRT SUPPORT SUPPORT I SUPPORT 407 T-I -7 TERMINATE MACH.RM. N VENT DUCT ON. j b 135 Y CANOPY CLG Pm.6RLL 0 TO ELEV. MACHINE y MATCH CLfi.COORDINATE E RM 0 F.D. AT FL i > LOCATION IN 10 I I I OPERABLE OPERABLE OPERABLE -------- --- ELEV LONER SASN LONER SASH I LOER SASH ---- ---- - - --- - - ---- -- ------r---- P7 I • A11 - . I TENANT SPACE 4 10'-O' 10'-� 10' O' -O' - '-0 S'-kY 1'-S' ��f'='1'• I I 127 I , I F.5.5. MAIN O -- b 1 104 , I t FIRE PANEL I b l g I ;1 ELEV. LOBBY o.oa I ABOVE i 103 _ ELEVATOR MACHINE RM. ri I F ew 103 EXHAUST FAN TO BE MIN - 1000 CPM III. INTERNAL _ E T-STAY SET AT 18ftF. k 14 ' FAN TO HAVE A CLOSED it 102 TM g i POSITION 114EN NOT OPERATIN 1�1'5 $ i I '�,` 1 28 I I 102 j P3 ! L o7/18/a& Re-ARL J;tAMP Rr'W.ac AI_ A Ato 1 06/27/06 ELEV./WNDOWS/STAIR 2 ir _.____. _---� _-__ __ __-- -_ _ __.- __ _-�- _ _- I �•• �•�•�•�• •�•�•�•i •� C)3 '06 J6 Pi RMI T SET — — — — TYP. F.R. STAIR / I ASSEMB. SHT T-:136 - -_ _-- --- - _:._ MARK DATE DESCRIPTION ---. -- - ! I { I A- �i i A Le ----- - - 1 - --- - PROJECT NO. 050163 r-0' Owl; OPERABLE f OPERABLE I OPERABLE OPERABLE �- A ! CAD DWG FILE �\2005\ \Drowinp\ LONER SASH LOER SA511 LOW SASH I LONER SASH • - - I DRAWN BY: R.S.H. • 1371,49 CHK'D BY: DAL • 1F_5 ©COPYRIGHT DRL ASSOCIATES, INC. ARCHITECTS 11'-1' Ir-q• -0 -'r k)'-o• c-r Io'-o• r-c• 10'-0' r N7-o• I _ ALL RIGHTS RESERVED. NO USE OR REPRODUCTION OF I THIS MATERIAL IS PERMITTED WITHOUT THE WRITTEN ,'! I CONSENT OF DRL ASSOCIATES, INC. ARCHITECTS. DO NOT SCALE DRAWING, USE DIMENSIONS SHOWN. n'-10• 25'-Ir L 20'-1• % -Z' 10'-r rs' 15'4' ZZ'-r 25'_c• n'_p• VERIFY ALL DIMENSIONS ON SITE. I I �i ; SHEET TITLE A i i A 1 I I I GROUND FLOOR PLAN SCALE: I/8M = I —OM ground Floor Plan 14,509 SQUARE FEET i � I SHEET A - 2