Loading...
HomeMy WebLinkAboutBuilding Permits (3)0 Designation: D 3689 — 90 Standard Test Method for Individual Piles Under Static Axial Tensile Load' This standard is issued under the fixed designation D 3689; the number immediately following the designation indicates the year of original adoption or, in the use of revision, the year of last revision. A number in parentheses indicates the year or last teapproval. A superscript epsilon (e) indicates an editorial change since the last revision a mpproval. INTRODUCTION This test method covers routine procedures to determine uplift capacity of piles. The provisions permit the introduction of more detailed requirements and procedures, when required to satisfy the objectives of the test program. While the procedures herein produce a relationship between applied load and pile movement, the results may not represent long-term performance. 1. Scope 1.1 This test method covers procedures for testing vertical or batter piles, individually or in groups, to determine re- sponse or the pile or pile group to a static tensile load applied axially to the pile or pile group. This test method is appli- cable to all deep foundation units that function in a manner similar to piles, regardless of their method or installation. This test method is divided into the following sections: Sea - Referenced Documents ...................................... 2 Significance and Use ........................................ 3 Apparatus for Applying toads ................................ 4 Apparatus for Measuring Movements .......................... 3 Safety Precautions .......................................... 6 Loading Procedures ........................................ 7 procedures for Measuring Movements ......................... 9 Report................................................... Precision and Bias .......................................... t0 1.2 This test method only describes procedures for testing single piles or pile groups. It does not cover the interpretation or analysis of the test results or the application of the test results to foundation design. See Appendix X I for comments regarding some of the factors influencing the interpretation of test results. A qualified geotechnial engineer should inter- pret the test results for predicting pile performance and ca- pacity. The term "failure", as used in this test method, indicates a rapid progressive movement of the pile or pile group in the direction of loading under a constant or decreasing load. 1.3 Apparatus and procedures designated "optional" are to be required only when included in the project specifica- tions and, if not specified, may be used only with the approval of the engineer responsible for the foundation design. The word "shall" indicates a mandatory provision and "should" indicates a recommended or advisory provi- sion. Imperative sentences indicate mandatory provisions. Notes and illustrations included herein are explanatory or advisory. r This les: medtod is under Ilse judsdktiod or ASTM committee D•Ig on soil and Rock and is the direct responsibility or subcommittee D18.1I on Dap Foundations Commit edition approved May 23. 1990. Published July 1990. Originally published n D 3699 - 711. Last previous edition D 3639 - 1113. 1.4 Wherever in this test method the term pile is used with reference to the test pile, it shall include test pile groups. 1.5 The values stated in inch -pound units are to be re- garded as the standard. 1.6 This standard does not purport to address all of the safety, problems associated with its use. It is the responsibility of the user ojthis standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. For specific precautionary state- ments, see Section 6. Z. Referenced Documents 2.1 ASTM Standards: D 1143 Test Method for Piles Under Static Axial Com- pressive Load" D 3966 Test Method for Piles Under Lateral Load? 2.2 ANSI Standard. B30.1 Safety Code for lacks) 3. Significance and Use 3.1 The actual load capacity of a pile -soil system an bes7 be determined by testing. Testing measures the response of t pile -soil system to loads and may provide data for gaearct and development, engineering design, quality assurance, o• acceptance or rejection in accordance with the specification and contract documents. 3.2 Testing as covered herein, when combined with at acceptance criterion, is suitable for assurance of pile founds tion design and installation under building codes, standard: and other regulatory statutes. 4. Apparatus for Applying Loads 4.1 General. 4.1.1 The apparatus for applying known tensile loads I the test pile shall be as described in 4.3, 4.4, 4.5, or 4.6 an shall be constructed so that the loads are applied axiaP minimizing eccentric loading. The method in 4.3 is recon mended. The method in 4.5 should not be used for ultima s Annual lank afASTH Standards, Vol 04.08. s Available from America National Standards Institute, 1430 Broad—Y. N York. NY 10011. 0 D 3689 Wo or for tests where large upward movements are antici- pated. The method in 4.5 can be used to develop high tensile pads with relatively low jacking capacity. See 1.3 for use of the method in 4.6. plow I —When a pile group is subject to vertical test bads, cap relations and horizontal displacements may occur. The occurrence of each horizontal movements, and the necessary reactions to resin such movements if they are to be prohibited. should be considered when jeSigning and constructing the load apparatus for the group lest plait 2—If it is not feasible to apply axial test bads to a batter pile. die Mulct of a test on a similar nearby vertical pile generally may be nod to evaluate the uplift capacity of the batter pile. 4.1.2 Where feasible, the immediate area of the test pile or pile group shall be excavated to the proposed pile cutoff elevation. The test piles) shall be cut off or built up to the proper grade as necessary to permit construction of the bad -application apparatus, placement of the necessary felting and instrumentation equipment, and observations of the instrumentation. 4.13 Reaction piles, if used, shall be of sufficient number and installed so as to provide adequate reactive capacity. When testing a batter pile, reaction piles shall be battered in the same direction and angle as the test pile, the test beam(s) shall be perpendicular to the direction of batter. If two or more reaction piles are used at each end of the test beam(s), they shall be capped with a suitable steel beam(s) set on steel bearing plates or directly on and welded to steel reaction piles (Figs 1, 2, and 3). Cribbing if used as a reaction, shall be ofsuf icient plan dimensions to transfer the reaction loads b the soil without settling at a rate that would prevent maintaining the applied loads. 4.1A The clear distance between the test pile and the reaction pile(s) or cribbing shall be at least five times the butt diameter or diagonal dimension of the test pile, but not less than 8 It (2.5 m). Nort 3—The reactions shduld be far enough away from the test Pik so that there is not significant effect on the performance of the test pile due to external loading. Factors such as type and depth of reaction, soil conditions. and magnitude of loads should be considered. When testing Urge diameter drilled slab or caissons, the practicality of a spacing of five times the butt diameter or diagonal dimension amid be considered and the standard modified as wartanted. 4.1.5 Steel bearing plates of appropriate thickness for the . loads involved shall be used above and below the hydraulic jack ram(s) and load eell(s), except if full bearing is provided on steel reaction piles, and between cap beam(s) and the tops of concrete or timber reaction piles. The size of the bearing plates shall be not less than the area covered by the base(s) of the hydraulic ram(s) or load cell(s) nor less than the total width of the test beam(s), cap beam(s), reaction piles, or any steel reaction member(s) so as to provide full bearing and distribution of the load. Bearing plates supporting the hydraulic jack ram(s) on timber cribbing shall have an area not less than rive times the base area of the ram(s). Bearing plates that support test beam(s) on timber cribbing shall have a side dimension not less than l ft (03 m) greater than the total flange width of the test beam or overall width otdouble test beams. 4.1.6 Bearing plates, hydraulic jack ram(s), and load cell(s) shall be centered on test beam(s), cap beam(s), reaction member(s), reactions piles, or cribbing Bearing plates shall be set perpendicular to the longitudinal axis of the pile. Plates shall be set in high -strength, quick -setting grout for concrete reaction piles, or welded to steel reaction piles, or, in the case of timber reaction piles, set on the pile top which shall be sawed oft on a plane perpendicular to the longitudinal axis of the pile. Bearing plates on cribbing shall be set in a horizontal plane. 42 Testing Equipment. 4.2.1 Hydraulic jacks, including their operation, shall conform to ANSI B30.1. • 42.2 Unless a calibrated load cells) is used, the complete . . jacking system including the hydraulic jack(s), hydraulic pump, and pressure gage shall be calibrated as a unit before each test or series of tests in a test program to an accuracy of CAP BEAMS) -STEEL PLATES (Not required fur sleet reautbn Piles) REACTION PILES More —Use sueaw plates be wea Ranges or Of wire atnrearasy retried. FIM t Typical Arrangement When Two or Mora Resection Piles are Used at End of Test Beam Using getup Shown In Fig. 4 531 Q D 3689 r TEST BEAM(S) •• STEEL PLATE RAM STEEL PLATE CAP BEAMS) -STEEL PLATE! (Not reyutrsd far s[ssl rescttos pss) ACTION PILES Nore—llse salferer pnes between Urges of all beams where swcMrW 1001r o. FIG. 2 Typical Arrangement Where Two or More Reaction Plea are Used at End of Test Seam Using Set -Up Shown In Figs. 5 or 6 not less than 5 % of the applied load. The hydraulic jack(s) the jacking system is required, a properly constructed load shall be calibrated over its complete range of ram travel for cell(s) or equivalent device(s) shall be used in series with the increasing and decreasing applied loads. If two or more jacks hydraulic jack(s). Load a8(s) or equivalent device(s) shall be are to be used to apply the test load, they shall be of the same calibrated prior to the test to an accuracy of not less than 2 % ram diameter, connected to a common manifold and pres- of the applied load and shall be equipped with a spherical sure gage, and operated by a single hydraulic pump. bearing(s)_ Calibration of load cells shall include eccentric 41.3 When an accuracy grater than that obtainable with 4 loading of 1:100 with an off -center of 1 in. (25 mm). After TEST II BEAM .--.{I STEEL FULCRUM CAP BEAMS) TEEL PLATES - (Not reeulred to atsel raaelwn you) REACTION PILES Nore—uss stotmer pates bstwean Wges of am rearm where abuckraoy raMAV& FIG. 2 .Typical Arrangement Whom Two or Mao Reaction Pass we Used at End of Test Beam Using Set -Up Shown In Fig. 6 532 (1 D 3689 libration, load cells shall not be subjected to impact loads. 4.2.4 Calibration reports shall be furnished for all testing Iuipment for which calibration is required, and shall show c temperature at which the calibration was done. NOTE 4—Unless the hydraulic jack pump is attended at all limes, it is :ommended that the jacking system be equipped with an automatic Culator to hold the load constant as; pile movement occurs. NOTE 5—Considerations should be given to employing a dual ad -measuring system (pressure gage and bad cell) to provide as a ieck and at; a backup in case one system malfunctions. Hydraulic jack ITS should have sufficient travel to provide for anticipated pile ovements deflections of the test beam and elongation of connections the test pile. The use of a single high -capacity jack is preferred to the is of multiple jacks. If a multiple jacking system is used, each jack could be fitted with a calibrated pressure gage (in addition to the muter Ige) in order to detect malfunctions and imbalances. 4.3 Load Applied to Pile by Hydraulic Jack(s) Acting Btween Supported Test Beam(s) and a Reaction Frame Inchored to the Pile (Fig. 4): 4.3.1 Center over the test pile a test beam(s) of sufficient ize and strength to avoid excessive deflection under load Atli adequate space between the bottom flange(s) of the tat STEEL [CST \[AYIl1 K TE ISFT Yeal1 .. w beam(s) (including any projecting parts of the connection system to the reaction frame) and the top of the test pile to provide for the total anticipated upward movement of the test pile under test. Support the ends of the test beam(s) with reaction piles or cribbing. If two or more reaction piles arc used at each end of the test beam(s), they shall be capped with a suitable steel beam(s) set on the piles or on bearing plates (Fig. 1). 4.3.2 Center over the test pile and on the test bcam(s) a hydraulic jack ram(s) (and load eell(s), if used) of sufficient capacity for the required load. Center a reaction frame over the jack ram(s) (or load eell(s), if used). 4.3.3 Anchor the reaction frame to the test pile by means of straps or bars welded to the pile or by bars or cables embedded in the pile. Tension connections between test pile and reaction frame shall be constructed so as to prevent slippage, rupture, or excessive elongation of the connection under the maximum required test load. 4.4 Load Applied to Pile by Hydraulic Jacks Acting at Both Ends of Test Beam(s) Anchored to the Pile (Fig. 5)—Center over the test pile a test beam(s) of sufficient size a . 1 I/ R TN]N FA.E Lz, /STm KATE r ,,".L.0 A . RAN wEAETa Fla If.A ti 11 x w[KTNM FwAYE FLAT[a. CMMNEIE M \urs u wEeulw[a n[ L PLATE r K fur eEYIM scaNnn� T[wlN1N CONMCTNwr b M wYN M Ao rM1eE M W w 1� TAr caw AV Mf\.E •avrcEYT NCLa L[MT11 TOT FILE SECTION x-S /STILL \EAwING RATE STEEL ILON LOMIE[TM KAA-G 'ELATE Pat. EKC--iti= "" 1 Cwl\CYM CAw e![ Two AK[s W.T. TEN34N 0IN'ECTIew KTYEEw ALT[uAT[ "A SECTION a-E CMNECTN I b Y.[rTN Mol NOTE s—ioad On pile egu\IS appaW bad. NOTE 2-4a:e same typo r\SNorl Wks Or otGeM101 at bath etch of test beam. Note 3—pt\te VICE Mq*W tier steel reaction pie. " 4—Un sEftralm pates between aanOn Of a[ beams where stnlcklra[y, roq**& M 4 Typical Sei-Up for Applying Tensile Loads to Pete Using Hydraulic Jack Acting Between Test Seem and Reaction Frame Anchored to Pile 45j11 D 3689 X STEEL STEEL TEST KANISI KATE KATI TENSION cONNECTIDN NTMWLIC "MR JACK RAN OAL GAGE 1 JACN STEEL SEA - STE KATE— -- --_ NEMC[, CI sN \ N [T TEST Pit[ 1K[ PILE ISr /N_rl x KATES.oNwELS. STEEL OR SEA16 AS KATE aE01NAED TEST SEJNISI TENSION CONNECTIONS I- NMIN 1N ether-,. ENLT SNnNNNI NW W" 1> OWN WIi TEST PILE SECTION X-X ALTEANATE MI SECTION X-X a1N L aEU PLATE } `YET SEA TESL /ND ALTERNATE No a SECTION X—X NOTE t—the same type reaction (pis or cribbing) at troth ends of test beam. NOTE 2—Load on pie is twice the Jacking load mess She pressure gage has been easbraned br the tw0a k system. NOTE 3--Use stiffener planes between Ganges of a1 beams where sbucturally Ngrwed. FIG. 5 Typical Set -Up for Applying Tensile Loads to Pile Using Hydraulic Jacks Acting at Ends of Test Beam Anchored to Pile and strength to avoid excessive deflection under load. Anchor the test beam(s) to the test pile by means of steel straps, bars, cables, or other devices so that the connection between test pile and test beam(s) will resist the maximum required test load without slippage, rupture, or excessive elongation. Support each end of the test beam(s) on a hydraulic jack ram(s) (and load eell(s), if used) with the jack ram(s) supported on reaction pile(s) or cribbing. 4.5 Load Applied to Pile By Hydraulic Jack(s) Acting at One End of Test Beams) Anchored to the Pile (Fig. 6}— Center over the test pile a test beam(s) of sufficient size and strength to avoid excessive deflection under load. Anchor the test beam(s) to the test pile by means of steel straps, bars, cables, or other devices so that the connection between tat pile and test beam(s) will resist the maximum required test load without slippage, rupture, or excessive elongation. Support one of the test beam(s) on a hydraulic jack ram(s) (and load cell(s), if used) with the jack ram(s) supported on a reaction pile(s) or cribbing. Support the other end of the test beam(s) on a steel fulcrum or similar device placed on a steel plate supported on a reaction pile(s) or cribbing. 4.6 Load Applied to Pile by Hydraulic Jack(s) Acting Against Top ojA-Frame or Tripod (Fig. 7) (Optional): 4.6.1 Center over the test pile an A -frame or tripod of sufficient size and strength to avoid excessive deflection under load. Support the A -frame or tripod on concrete footh.-A cribbing, or reaction piles. Tic together the bottoms of the A -frame or tripod legs or their supports, with tension members of sufficient strength to prevent spreading of the legs under load. If an A -frame is used, secure the top against lateral movement with not less than four guy cables an chored firmly to the ground. 4.6.2 Center over the test pile and on top of the A -tram or tripod a hydraulic ram(s) of sufficient capacity for th required load. If a center -hole jack ram is not used, center reaction frame over the jack ram(s) and anchor the reactio frame to the test pile with tension straps or bars welded to th test pile or with bars or cables embedded in the test pile. If center -hole jack ram is used, attach the tension bar passin through the ram to the center of the test pile. Tensio connections between test pile and reaction frame or cente: hole ram shall be constructed so as to prevent slippage rupture, or excessive elongation of the connection under th maximum required test load. 5. Apparatus for Measuring Movements 5.1 General: 5.1.1 All reference beams and wires shall be indeper dently supported, with supports firmly embedded in lb ground and at a clear distance of not less than 8 ft (2.5 IT from the tat pile and from the reaction piles or eribbini Reference beams shall be of sufficient stiffness to support it instrumentation so that excessive variations in readings d not occur. If steel reference beams are used, one end of it teams shall be free to move horizontally as the length I beams change with temperature variations. Reference bean should be cross -connected if necessary for rigidity. NOTE 6—The use or sufriciendy stiff reference beams is feeor mended to avoid the necessity of cross connecting. If the beams must I cross connected, extra precautions must be taken to avoid •ceidem disturbance or the reference system since both beams would be afrecte ~` Q D 3689 rt- I.IF I i I TEST BEAM(5) STEEL STEEL fULCNVM/ ►LATE STEEL / TENSION CONNECTION NTORAULIC JACp pAY STEEL ►LATE BEA", DIAL GAGE �7 PLATE CRIBBING �REIILE !•� -` EST PILE y_NFILE (See Fig. 3) J X Non t—Load On pie X A0&-N load 111 ♦ B} NOTE 2—Use name IyPe RaCt10^ (Pks or alotm g) at both ends of test beam. NOTE 3—Nob rewflallndea for animate tests. NOTE a—FOr section X-X. an Fig. S. s of at bums wtore sm,cnraW rc0lnld. NOTE 5—use abnener plate between It:nge etc_ B Typical Set-up for APPlying Tensile Loads to Pile Using Hydraulic Jack Acting at One End of Test Beam Anchored to Pile 5.1.2 Dial gaga shall have at least a 3-m. (75-mm) travel or sufficient gage blocks shall be provided to allow this travel with shorter gage stems. The gages should read to 0.001 in. (0.025 mm). Smooth -bearing surfaces perpendicular to the direction of gage -stem travel shall be provided for the gage stems. Scales used to measure pile movements shall read to 1/6A or 0.01 in. (0.25 mm). Target rods shall read to 0.001 ft (0.3 mm). 5.1.3 All dial gages, 'scales, and reference points shall be clearly marked with a reference number or letter to assist in "MT ►LATra �I90.TEC ee wELMO) f + Noss —The AJrame they be 940 at Vabus anon for setting better pin a to Spedet drectcnd"MSL FIG. T TYPioal Set.Up jar Applying Tensile Loads to Pile Using Hydraulic Jsck(s) Acting at TOP of MFrame 535 Q D 3689 recording data accurately. Provisions shall be made to protect the instrumentation measuring system and reference system from adverse temperature variations and from distur- bance. All gaga, scales, or reference points shall be mounted so as to prevent movement relative to the tat pile during the test. 5.2 Pile Butt Movements —The apparatus for measuring axial movement of the test pile butt shall consist of a primary and secondary system in accordance with the following methods. The method in 5.2.3 shall be used as a check system for all tests except those on batter piles. The method in 5.2.1 is recommended for the primary measuring system for all tests and shall be used for tests on batter piles. The requirements of 5.2.1 and 5.2.2 shall apply to both the primary and secondary systems except that for the secondary system only one dial gage or one wire -mirror -scale shall be required. Narr 7—Two separate measuring systems are required in order to provide a check on the observed data, to accommodate accidental disturbance orthe measuring system, and to permit continuity ordata in use it becomes necessary to reset the gages or scales. 5.2.1 Dial Gages Two reference beams, one on each side of the tat pile, shall be oriented perpendicular to the direction of the test beam(s). At least two dial gages shall be mounted on the reference beams approximately equidistant from the center of and on opposite sides of the test pile with stems parallel to the longitudinal axis of the pile(s) and bearing on lugs firmly attached to the sides of the pile or pile cap. Alternatively, the two dial gages shall be mounted on opposite sides of the tat pile with stems parallel to the longitudinal axis of the pile(s) and bearing on lugs firmly attached to the reference beams. However, gages may be mounted to bear on the top of the pile cap. For tests on individual batter piles, the dial gaga shall be mounted along a line perpendicular to the direction of batter. Note 8—The use of four dial gages mounted 90' apart is recom- mended to compensate for lateral movement or rotation or the pile butt due to accidental eccentric loading. NOTE 9—For tests on batter piles, it is recommended that a dial gage be mounted in line with the direction of batter through the center of the ten pile with the gage stem perpendicular to the longitudinal axis or the pile and bearing against a lubricated glass plate to measure lateral movements. 5.2.2 Wire. Mirror, and Scale —Two wires, one on each side of the test pile, shal(.be oriented perpendicular to the test beam(s) and shall be approximately perpendicular to the longitudinal axis of the test pile. Each wire shall pass across and be clear of the face of a scale that is mounted parallel to the axis of the test pile and that is attached to a mirror fixed to the test pile or pile cap so that consistent readings of axial movement can be made directly from the scale by lining up the wire and its image in the mirror. The wire shall be not more than 1 in. (25 mm) from the face of the scale. A suitable method shall be used to maintain tension in the wires throughc; - 'he test so that when plucked or tapped, the wire will return to its original position. Piano wire or equivalent type shall be used. 5.2.3 Surveyor's Level or Laser Beam —Readings using a surveyors level or laser shall be taken on a target rod or a scale and shall be reference to a permanent bench mark located outside of the immediate test area or, alternatively, the surveyor's level or laser shall be mounted on an object of fixed elevation (for example a driven pile) outside of the immediate test area. Reference points or scales used in taking settlement readings shall be mounted on the sides of the test pile or pile cap and located on opposite sides except that reference points may be on top of the pile cap, or readings may be taken on a single fixed point in the center of the test pile top or pile cap (see Fig. 7). 5.2.4 Other Types of Measuring Apparatus (Optional}_ Any other type or measuring device such as electric or optical gages of proven reliability and that yield an accuracy of 0.01 in. (0.25 mm) may be used. 5.3 Lateral Movements (Optional) —The lateral move. merits of the top of the test pile or pile group shall be measuring to an accuracy of 0.1 in. (2.5 mm) using either of the following methods: (a) two dial gages mounted on the reference beam 90' apart with their stems perpendicular to the longitudinal axis of the test pile(s) and bearing against the sides of the test pile or plate mounted on the side of the pile or pile cap, or (b) an engineers transit reading from feed positions scales mounted horizontally on the sides of the test pile or pile cap 90' apart with readings referenced to fixed foresights or backsights. For tests on batter piles, one of the gages or scales shall be oriented in the direction of the batter. 5.4 Incremental Strain Measurements (Optional): 5.4.1 The test piles) shall be instrumented as specified to determine distribution of load transfer from the pile to the soil. If strain rods or telltales are used, they shall be installed in or on the test pile terminating at the pile tip and at other points along the pile as required, and shall be sheathed or encased to ensure free movement of the rods during the test The influence of the sheathing on the elastic properties of the pile section shall be considered. If electric resistance strain gaga are used, the gage type and installation shall be as specified and shall include temperature compensation gaga 5.4.2 Pile butt axial movements shall be measured with dial gaga (see 52.1). The movements of the top of each strain rod relative to the top of the test pile shall be measured with a dial gage reading to 0.001 in. (0.02 mm). Dial gages shall be referenced to points near the top of the test pile. 6. Safety Precautions 6.1 All operations in connection with pile load testing shall be earned out in such a manner so as to minimim avoid, or eliminate the exposure of people to hazards Following are examples of safety rules that should be followed in addition to general safety requirements appli- cable to construction operations. All applicable codes and regulations will apply. 6.1.1 All work areas, walkways, platforms, etc., shall be kept clear of scrap, debris, small tools, accumulations of snow and ice, mud, grease, oil, or other slippery substances 6.1.2 All timbers, and blocking and cribbing material. shall be in good serviceable condition with flat surfaces and without rounded edges. 6.1.3 Jacks shall conform to the requirements of ANSI B30.1. Jacks shall be equipped with spherical bearing plates or shall be in complete and firm contact with the bearing surfaces and shall be aligned so as to avoid eccentric loading• 6.1.4 Loads shall not be hoisted, swung, or suspended uver anyone and shall be controlled by tag lines. t�i 6.1.5 The attachment of the test pile to the test beam or Action frame shall be designed and installed to transmit the toquited toads with an adequate factor of safety. bearing 6.1.6 For tests on batter piles, all inclined jacks, plates tat frame members, etc., shall be firmlyfts fixed in place release or adequately blocked so as to prevent slippage Po of load. 6.1.7 Only authorized personnel shall be Permitted within the immediate test area. 7. Loading Procedures hydraulic 7.1 General —Apply tensile tat loads with a jack(s) in line with the central longitudinal axis of the pile. Nair Ip—Befort testing piles driven into cohesive toils, sufficient time should elapse between driving and testing to allow dissipation or any eaass pore water pressure that may love resulted from pile driving and m permit the n;ain of the sal strength (known as soil freers or soil A-upl The length of the waiting period win depend on such things as the amount of eacas pore water pressure bolt up. the degree or soil lructure disturbance resulting from pile driving, and the sal properties. h could range from a minimum of 3 to 30 days or longer• and the actual repaired waiting Dew may be determined by tesung or prior experi- ence. 72 Standard Loading Praedure—Unless failure occurs first, load the pile to 200 % of the anticipated pile design load for tests on individual piles or to 150 % of the group design load for tau on pile groups, applying the load in increments . of 25 % o[ the individual pile or group design load. Maintain each load increment until the rate of movement is not greater than 0.01 in./h ((025 mm)Jh) but not longer than 2 h. provided that the tat pile has not failed, remove the total tat load anytime after 12 h if the butt movement over a l-h period'u not greater than 0.01 in. (025 mmr otherwise allow the total load to remain on the pile for 24 It After the required hold time, remove the tat load in decrements o[ 25 % of the total test.load with t h between decrements. if pile failure occurs continue jacking the pile until the move- ment equals 15 % of the largest butt diameter or diagonal dimension of the Piles) tested - NOTE to failure provides valuable intormation Nora 11—Testing a W for p e tests performed prior the four ationedesigner and recommended comparative ormA� o the rent type p design t to evaluatetheWieOptimum Ail different type pits Such testing assists in the selection type and design bad. I cilia or approached indpien Nmr 12—If the test pi cis) aDDroa o decreasing failure at the full test load. consideration may be giventhe test standard loading increments during the latter stages Of btequent tests• 4D 0 3689 7.4 Loading in Excess of 200 % of Pile Design Uplift Load (Optional) —After the load has been applied and removed in accordance with 72, reload the test pile or Pile group to the, standard test load in increments of 50 % of the pile or pile group design load, allowing 20 min between load increments. Then, increase the load to the maximum specified, or to failure if it occurs first following the standard loading procedures in 7.2. If failure does not occur, hold the Cull load in accordance with 7.2 and then remove the load in [our equal decrements, allowing 1 h between decremenn�Follow 7.5 Constant -Time Interval Loading (Op nincrements the procedures of 7.2 except apply load in or 20 % of the pile or group design load with 1 h between load increments and unload the pile with 1 h between load decrements. (optional): 7.6 Constant Rate of Uplift Method (Op 7.6.1 The apparatus for applying loads shall have a capacity as specified and the hydraulic jack ram(s) shall have a minimum travel of 25 % of the average test pile diameter or diagonal dimension, or 8 in. (200 min), whichever is less. A mechanical pump equipped with a bleed valve, variable speed device, or other means of providing a smooth variable delivery shall be used. 7.62 Test the pile at an uplift rate within a range of 0.02 to 0.04 in./min (0.5 to 1.0 mm/min) or as otherwise specified. Vary the applied load as necessary to maintain the specified uplift rate. The rate of uplift may be controlled by checking the time taken for successive small equal incre- fjacking ments of upward movement anndm�in� a rate o electric de- vice Alternatively. Y rice may be used to control the uplift rate. 7.6.3 Continue loading the pile until no further increase in the load is necessary for continuous pile upward move- ment at the specified rate unless the capacity of the loading apparatus is reached. Hold the load required to achieve the specified uplift rate until the total pile withdrawal is at least 8 in. (200 min) or 25 % of the average Pile diameter or diagonal dimension, whichever is less, after which, release ro the load. system is used to record the test a 7.6.4 If a video recording e data, a digital dock reading to seconds shall be used and the clock and all gages shall be easily readable and located within t the camera field. the 7.7 Quick Load Test Alethod for Individual Piles or (O7.7.1 T tuts for applying the load shall have a w 7.7.1 The apparatus 73 Cyclic Loading (Optiongl}-For the first application capacity as speafied and shall be in accordance with 43 or o[ Est load increments, apply such increments in accordance 4.4. 1 load in increments Of 10 to 15 % of the with 72. After the application of loads equal to 50, 100, and 7.72 Apply interval between 150 % of the Pile design load for tests on infbr duat ials on pile 50 and 100 % of the group design groups, maintain the total load in each case for I h and remove the applied load decrements equal to the loading increments, allowing 20 min between decrem�a oAf h removing each total applied load. "apply the preceding load level in increments equal to 50 % of the design load, allowing 20 min between increments. Apply additional loads in accordance with 7.2. After the total - required tat load has been applied, hold and tomove the tat load in accordance with 72. proposed design load with a constant 4me to increments of 2ih min, or with smaller increments, or longer Add load time intervals. or both, as otherwise specified' increments until continuous jacking is required to maintain the test load or until the specified capacity of the loading apparatus is reached, whichever occurs first, at which time stop the jacking. After a 5-min interval or as otherwise specified, remove the full load from the pile. Norr 13—For 7A and 7.7. it is recommended that the full test bad be removed is at least four approumatdy equal decrements with 3 min 537 Q D 3689 between decrements so the shape of the rebound curve may be determined. 8. Procedures for Measuring Pile Movements 8.1 General —For axial movements, take readings on the test pile or pile cap. For lateral movements, take readings on the sides of the test pile or pile cap. Take required readings at each properly identified gage, scale, or reference point as nearly simultaneously as practicable. Clearly indicate and explain any adjustments made to instrumentation or to data recorded in the field. 8.2 Standard Measuring Procedures —Take and record readings of time, load, and pile movement immediately before and after the application of each load increment or the removal of a load decrement. Take and record additional readings after each increase in load at the following intervals: 2, 4, 8, 15. 45, 60, 80, 100, and 120 min. During periods when the load is held constant for more than 2 h, take and record readings at 1-h intervals. During unloading, take and record readings at 30-min intervals between decreases in load. After reducing the load to zero, take and record readings after 1, 2, and 12 It. Nord 14—If incremental strain measurements as in 5.4 are made using strain gages, gage readings should be taken and recorded before and alter the pile is installed and immediately before the application of test loads so that a complete strain history is obtained and residual stresses can be accounted for. 8.3 Measurements for Constant Rate of Uplift Loading — Take and record readings of load, time, and pile movement at least every 30 s or at sufficient intervals to determine the rate of uplift being achieved. if automatic monitoring and recording devices are used, they shall be operated continu- ously during each tat. When the pile has achieved its specified rate of uplift, continue to take and record readings for the duration of loading and to determine the maximum load applied. During unloading, take and record readings of load, time, and pile recovery every 1 min. Take and record a final reading I It after all load has been removed. 8.4 Readings for Quick Load Test Method —Take read- ings of time, load, and movement, and record immediately before and after the application of each load increment and at intermediate time intervals as specified. When the max- imum load has been applied, take readings and record when the jacking is stopped. Repeat readings after 21h min and again at 5 min thereafter. If a longer holding period than in 7.7.2 is specified, take and record additional readings as specified. Take readings of time and rebound, and record after all load has been removed. Repeat readings after 21h min and again at 5 min thereafter. Norr 15—ttvel readings should be taken on the reference beams and on the reaction system using a surveyor's level or transit and target rod or sale to determine if any excessive movement occurs. Such readings should be taken and recorded before any test bad is applied, at the proposed design load, at the maximum ten bad, and after all the load has been removed. Intermediate readings may be required if results during testing appear unusual. Nora 16—when testing piles in granular soils in dewatered excava- tions which will be submerged during service, the groundwater level should be maintained as near to the existing ground surface as possible and the depth to the groundwater level should be measured and recorded during the lest. 9. Report 9.1 The report of the load test shall include the following information when applicable: 9.1.1 General: 9.1.1.1 Project identification, 9.1.1.2 Project location, 9.1.1.3 Test site location, 9.1.1.4 Owner, 9.1.1.5 Structural engineer, 9.1.1.6 Geotechnical engineer, 9.I.1.7 Pile contractor, 9.1.1.8 Test boring contractor, 9.1.1.9 Designation and location or nearest test boring with reference to test pile, 9.1.1.10 Log of nearest test boring, 9.1.1.11 Horizontal control datum, and 9.1.1.12 Vertical control (elevation) datum. 9.1.2 Pile Installation Equipment: 9.1.2.1 Make, model, type and size of hammer, 9.1.2.2 Weight of hammer and ram, 9.1.2.3 Stroke of ram, 9.1.2.4 Rated energy of hammer, 9.1.2.5 Rated capacity of boiler or compressor, 9.1.2.6 Type and dimensions of capblock and pile cushion, 9.1.2.7 Weight and dimensions of drive cap and follower, 9.1.2.8 Size of predrilling or jetting equipment, 9.1.2.9 Weight of clamp, follower, adaptor, and oscillator for vibratory driver, 9.11.10 Type, size, length, and weight of mandrel, 9.1.2.11 Type, size, and length of auger, 9.1.2.12 Type and size of grout pump, and 9.1.2.13 Type, size, wall thickness, and length of drive casing. 9.1.3 Tut and Reaction Piles: 9.1.3.1 Identification and location of tat and reaction piles, 9.1.3.2 Design load of pile or pile group, 9.1.3.3 Type of piles) —tat and reaction, 9.1.3.4 Test pile material including basic specifications, 9.1.3.5 Tip and butt dimensions of pile(s), 9.1.3.6 General quality of timber test piles including occurrence of knots, splits, checks and shakes, and straightness of piles, 9.1.3.7 Preservative treatment and conditioning process used for timber test piles including inspection certificates, 9.1.3.8 Wall thickness of pipe tat pile, 9.1.3.9 Weight per foot of H test pile, 9.1.3.10 13 -rption cf test pile tip rcinforcernent ar protection, 9.1.3.11 Description of banding —timber piles, 9.1.3.12 Description of special coating used, 9.1.3.13 Test pile (mandrel) weight as driven, 9.1.3.14 Date precast test piles made, 9.1.3.15 Concrete cylinder strengths when tat pile driven and when pile tested (approximate), 9.1.3.16 Description of internal reinforcement used in test pile (size, length, number longitudinal bars, arrangement. spiral, or tie steep, Q D 3689 9.1.3.17 Condition of precast piles including spalled areas, head surface, and straightness of piles, 9.1.3.18 Effective Prestress. 9.1.3.19 Which piles vertical or batter, 9.1.3.26 Degree o 9.13.21 length of test pile during driving, 9.13.22 Embedded length —test and reaction piles, 9'1.3.23 Tested length of test pile, and 9.1.324 Final elevation of test pile butt(s) referenced to feed datum. 9.1.4 Pile installation —Test and Reaction., 9.1 A.I Date driven (installed), 9.1.4.2 Date concreted (east -in -place), 9.1.4.3 Volume of concrete or grout placed in pile, 9.1.4.4 Grout pressure used, 9.1.4.5 Description of pre -excavation or jetting (depth. size, pressure, duration), 9 I.4.6 operating pressure for double-acting and differen- tial type hammers, 9.1.4.7 Throttle setting—dusel hammer (at final driving), 9.1 AA Fuel type —diesel hammer, 9.1.4.9 Description of special installation procedures used rich as piles rased off, 9.14.10 Type and location of pile splices. 9.1 A.I I Driving logs (blows per foot), 9.1A.12 Final penetration resistance (blows per inch), 9.1 A.13 Stroke or equivalent stroke of diesel hammer at final pile penetration, 9.1.4.14 When capblock replaced (indicate on log), 9.14.15 When pile cushion replaced (indicate on log), 9.1.4.16 Rate of pile penetration s/ft for last 10 ft (3 m) vibratory driving. 9.1.4.17 Horsepower delivered and frequency of vibratory driver during final 10 ft (3 m) of pile penetration, 9.1.4.18 Cause and duration of interruptions in pile installation, and 9.1.4.19 Notation of any unusual occurrences during installation. 9.1.5 Pile Testing: 9.13.1 Date tested. 9.1.5.2 Type test, 9.13.3 Number of piles in group test, 9.1.5.4 Sketch showing layout and spacing of piles in groups, 9.1.53 Brief description of load application apparatus. including jack capacity, 9.1.5.6 Description of instrumentation used to measure pile movement including location of gages or other reference points with respect to pile bun (see Note 17). 9.1.5.7 Description of special instrumentation such as strain rods or gages including location of such with reference to pile butt, 9.1.5.8 Special testing procedures used. 9.1.5.9 Tabulation of all time, load, and movement read- ings 9.1.5.10 Identification and location sketch of all gages, scales, and reference points (see Note 17), 9.1.5.11 Description and explanation of adjustments made to instrumentation or field data, or both, 9.13.12 Notation of any unusual occurrences during testing, 9.1.5.13 Test jack and other required calibration reports, 9.1.5.14 Groundwater level (sex Note 15), and 9.1.5.15 Temperature and weather conditions during tests. NOTE 17-Photographs an be very helpful in showing the instru. mentafion set-up. orations of gages, sale; and reference hints Note Is —In addition to the above required information to be reported, the results of any ink and n of laboratory soil 'tests should be made available for the groper 10. Precision and Bias 10.1 Precision —It is not practicable to specify the preci- sion of the procedure in this test method for measuring pile movement versus applied load because each pile is unique due to the variable nature of the ground in which it is embedded. Furthermore, retesting a particular Pile com- monly results in different data from the initial testing due to plastic movement of the ground in which the pile is embedded. 10.2 Bias —There is no true value for the data resulting from this test method for measuring pile movement versus applied load since each pile is unique due to the variable nature of the ground in which it is embedded. Therefore, no statement on bias is being made. 1 539 D 3689 APPENDIX (Nonmandatory Information) XL SOME FACTORS INFLUENCING INTERPRETATIONS OF TEST RESULTS XLI Potential residual loads (strains) in the pile which could influence the interpreted distribution of load alodg the pile shaft. X1.2 Possible interaction of friction loads from test pile with downward friction transferred to the soil from reaction piles obtaining part or all of their support in soil at levels above the tip level of the test pile. X l.3 Changes in pore water pressure in the soil caused by pile driving, construction fill, and other construction opera- tions which may influence the test results for frictional support in relatively impervious soils such as clay and silt. XIA Differences between conditions at time of testing and after final construction such as changes in grade or groundwater level. " X I.S Potential loss of soil resistance from events such as excavation, or scour, or both, of surrounding soil. X 1.6 Possible differences in the performance of a pile in ; group or of a pile group from that of a single isolated pile. X 1.7 Affect on long-term pile performance of factors suct as creep, environmental effects on -pile material, frictior loads from swelling soils, and strength losses. X 1.8 Type of structure to be supported, including sensi. tivity of structure to movement and relations between livr and dead loads. X1.9 Special testing procedures which may be required for the application of certain acceptance criteria or methods of interpretation. X 1.10 Requirement that all conditions for nontested piles be basically identical to those for test pile including such things as subsurface conditions, pile type, length, size and stiffness, and pile installation methods and equipment so that application or extrapolation of the test results to such other piles is valid TM ArtrAon Saelwy for reaft ad MarwYb taxes m poslum mxpect&V Me eaWky of" pa" d9hts aswee kr cnmealm wah wy lam nMralwMd In Ms st nearv. Usws of dill stnaw are espratsry advised Mw dwwhnkwioa of the vah&y of any such PNOW r9V% wd the risk of Mhipwl f of such rlpms, are wasery M" own respon4bary. This snvdwd issubject a hevWm at wy Ww ray dM papwvab techr"co"vnffm wdhnm be reviewed awy hve yews and thatnwhmd,Nbwm%Wovadwwfthd.YaurewmuwrswkwadsahwfurteMdondMswandwdwbaMCwn fsadwds ad should be 8"essed a ASIM MosapW Your cwn was wtr reCeire Carom Cormidwano" at a MMMV or ow responsbir tedv" ewmwttee, which you may mendq you led Mat your cwwrwo hse not mcohW a far herkg you should make your claws trhlown a Me ASTkf Cwwn"w m Stwdwds, 191a naa St, Phaad&Wik PA 19f0.7. 540 APPENDIX D Cement Grout Strength Test Data And Testing Method (ASTM C109) LABORATORY TESTING DATA SHEET Project Name Shields MR1 Healthate Facility Yarmouth, Massachusetts Project No. 16408.01 Assigned By John Regan Reviewed By Project Engineer John Regan Date 08/14100 Date Reviewed Sample Data _- ;... Compression Tess Boring! Test Pit No. Sample No. Depth°. Ft Lab No. Wsta Content % Do in L , hL (I), Unit WL PCF (2) llnit WL PCP Bulk Gs. (3) CSdier Tests -, (4); Strength (5)_ Strain% - (6) Con, Stress rnE un. PSI 48)E sea PSI EEi06 .. RockFormationorDeserlpdoeor Remarks . 17-1 1 113.8 1 U 4300 •3 de cure (1) Volume Determined By Measuring Dimensions (2) Volume Determined by Immersion (3) P=Petmgraphic SD -Slaking Durability PL=Point Load RST. Splitting Tensile RH=Total Rock Hardness (4) Taken at Peak Deviator Stress (5) Strain at Deviator Stress (6) Represents Confining Stress on Triaxial Tests (7) Represents Tangent Modulus at 50%of Total Failure Stress (8) Represents Secant Modulus at 50%of Taal Failure Stress U \ GZA GeoEnvironmental, Inc. R11640816U164M-IO S7RI260IOtO1.RhILASFORM7 hMermlah * Designation: C 109 — 90 Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 24n. or 50-mm Cube Specimens)' This aUndard is issued under the ftadd daianation C log; ow number ir.rmodia,rly "lo++nr the dairnatiindiata the year of oa otiainal adoption or. in the rase err revision, nw yesr or lass revision. A "umber in paremltrsu indidata the rest orbs, seapproval. A "sptncrip, epsilon (t) tndicata an editorial afiaoae dude the tan revision or Rappmvsl. This test arnlwd hat Iwen apluownffar use by agencies of the Depn"men" deDe mw. Cansuh dw DOD Index o f sj"e�rations and standards far she r )tar of isstw dtidh hat been odolved br the Depart"'^" of Defrasr. 1. Scope I.t This test method covers determination of the com- pressive strength of hydraulic cement mortars, using 2-in. or 50-mm cube specimens. Norr 1-Tat Method C 349 provides an alternative Procedure for this determination (not to be used for acceptance tests). 1.2 The values stated in inch -pound units arc to be eses are for regarded as the standard. The values in parenth information only. . 13 This standard does not purport to address ofety problems associated saith its use. It is the responsibility he raer of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. 2. Referenced Documents 4. Significance and Use 4.1 This test method provides a means of determining the compressive strength of hydraulic cement and other mortars and results may be used to determine compliance with specifications. Further, this test method is referenced by numerous other specifications and test methods. Caution must be exercised in using the results of this tat method to predict the strength of concretes. 2.1 ASTltf Standards: C 230 Specification for Flow Table for Use in Tests of Hydraulic CCncnt= Hydraulic Cc- C 305 Practice for Mochanical Mixing o[ ment Pastes and Mortars of Plastic Strength cn y3 drastic C Cement Test Method for Comp portions of Prisms Broken in Cement Mortars (Using Flexure)' Precision and Bias State- C 70 practice for Preparingents four Test Methods for Construction Materials' m C 779 Specification for Standard Sand' C 1005 Spocifieation for Weights and Weighing Devices for Use it►Physical Testing of Hydraulic Cements' 5. Apparatus Lo the 5.1 Weights and Weighing Devices, shall conform device l requirements of Specification C 1005. The weighing I Shall be evaluated for precision and bias at a total load of 2000 & (preferably 52 Glass Graduates, of suitable capacities is a singl large enough to measure the mixing operation) to deliver the indicated -volume of 68VT The permissible variation shall be t2 ML. These gnarl the shag tx subdivided to at least 5 mi.- except graduation lines may be omitted for the lowest l0 OIL Cor a 250.mL graduate and for the lowest 25 mL of a 500-mL graduate. The main graduation fines stall be circles and shad be numbered. The least graduations stall extend at least one seventh of the way around, and intermediate graduations shall extend at least one fifth of the way around. 53 Specimen Molds, for the 2-in. or 50-mm Cube specs- . "'ens shall be tight fitting. Tm molds shalt have ntit' i lc than three cube compartments and shall t�esepaa mat more than two Parts.Thewed arts 'of together. thmolds e molds shah assembled shalt be postcement shall moral• be made of hard metal not attacked by the 3. Summary of Test Method For new molds the Rockwell hardness number oC the all l 3.1 The mortar used Consists of 1 part cement and 2.75 shall t e not less than 55 HRB.1he sides of the molds be of sand Proportioned by weighing- Portland or air- sufficiently rigid to prevent spreading or wazping. parts rtUnd cements are mtxcd at specified water- interior faces o[ the molds shag 0. plane) for es rn th I entraining 1p permissible variation of 0.001 in (0.025 mm) for new molds cement atios Water content for other cements a that and 0.002 in (0.05 mm) for molds in rise. The distance sufficient to obtain a Bow Of 110 ± 5 in 25 drops of the Bow to faces shalt be 2 t 0.005 in. or 50 t 0.17 table. Two-inch or 50-mm test cubes are compacted by , m ver(n opew posite and 2 t 0.02 in. or 50 t 0•50 mm fa tamping in two layers. the cubes are cured one day in the molds and stripped and immersed in time water until tested. molds in use. The heighttaof 'hilt maasor 50 m�w(d for each cube comparfm t• and —0005ir permissible variations of+0 im (0 25 rum) a� art lawthed Is .allot At 1�t0' of ASTM Comr"r"ae at a 0.13 mm) for Alew molds. and +OA1 in. and —0d�5 l oots7«sux"slr ( acts CMCA ".d es SpprVW r µsae A„e� ts9o. odd"any (0.39 mm) foe molds in tru 'nee ar�Se b ° a+e for -set. Lalowd re." �O` c tog -set. interior faces. and between interior and top "'rat poll a :�a°r.aratraaeitd rsrstts a�+xv sotot..eolm pb om of the m01do stall be f)0 Z OS measured a ta.rea^<s Vat tr ot. aligbtly removed from the intersection of the floes. t; ,un"tttr.AeASW vataaai.aaZ.aar I"04AL aAastrdaaalt�frsruta.ne.trt. 0 clog 5.4 WLver. Qoud and Paddle, an electrically driven me- isanial mixer oCthe type equipped with paddle and mixing jowl. as specified in the Apparatus Section of Method C 305. 5.5 Flow Table and Flow Afold, conforming to the re- quirements of Specification C 230. 5.6 Tamper, a nonabsorptive, nonabrasive. nonbrittle ma- terial such as a rubber compound having a Shore A durometer hardness of 80 ± 10 or seasoned oak wood tendered nonabsorptive by immersion for IS min in paraffin at approximately 392'F (200'C), and shall have a cross suction of r/•. by 1 in. 1(13 by 25 mm) and a convenient length of about 5 to 6 in. (120 to 150 mm). The tamping face shall be flat and at right angles to the length of the tamper. 5.7 Trowel, having a steel blade 4 to 6 in. (100 to 150 mm) in length, with straight edges. 5.8 Testing Madiine, either the hydraulic or the screw type, with sufficient opening between the upper bearing surface and the lower bearing surface of the machine to permit the use of verifying apparatus. The load applied to the test specimen shall be indicated with an accuracy of±I.0 %. The upper bearing shall be a spherically seated, hardened metal block firmly attached at the center of the upper had of the machine. The center of the sphere shall lie at the center orthe surface of the block in contact with the specimen. The block stall be doily held in its spherical seat, but shall be free to tilt in any direction. The diagonal or diameter (Note 2) of the baring surface shall be only slightly greater than the diagonal of the face of the 24n. or 50-mm cube in order to facilitate accurate centering of the specimen A hardened metal bearing block shall be used beneath the specimen to ' °minimize war of the lower platen of the machine. The bearing block surfaces intended for contact with the spec- imen shall have a Rockwell hardness number not less than 60 HRC. These surfaces shall not depart from plane surfaces by mote than 0.0005 in. (0.013 mm) when the blocks arc new and shall be maintained within is. permissible variation oC0.001 in (0.025 mm). for Ho. 2--A diameter of 3'A ice. (79A mm), which is Vrtcenourh • testing 3 by bin. (75 by I50•mtn) cylinders. is ss"4ctory. provided that cite lower bearing block has a diameter slightly grtater than the diagonal i or the face of the 24n. or 50-mm cube but not more than 2.9 in. (74 t sum). and is centered with respect to the upper bearing block and held in position by suitable mans. 6. Materials 46 6.1 Graded Standard Sand: 6.1.1 The sand (Note 3) used for making test Specimens shall be natural •silica sand conforming to the requirements for gaded standard sand in Specification C 778. Hon: 3—Smrrxadan .fGrod~d sand The trams standard scan dould be handled in such a manner as to prtvent segmption, si t variations in the grading of the sand cause variations in the conswe I or the mortar. to emptying bins or sacks. arc should be exercised t r prevent the formation of mounds or card or aatea In the sand. dove the doom or wi kh the coat= particles will roll Bins dmtd be e y wlfitient sire o permit these precautions. Devices for drawing the can Is f m bins by gravity should not be used. L a. 7. Temperature.and Humidity. rt r 7,1 Temperature —The temperature of the air in ti m r vielnity of the mixing dab. fhe dry materials, molds, ba: t plans, and mixing bovA. shall be tnalntalned between 68 car I 81SF (20 and 27.M. 'Me teml>aature of the mix" .eater, moist closet or moist room, and water in the storage tank shall be set at 73.4'F (23'C) and shall not vary from this temperature by more than ±3'F (I.TC). 7.2 fflrmiditl_'rhe relative humidity of the laboratory shall be not less than 50 %. The moist closet or moist room shall be so constructed as to provide storage facilities for test specimens at a relative humidity of not less than 95 %. 8. Test Specimens 8.1 Three or more specimens shall be made for each period of test specified. 9. preparation of Specimen Molds 9.1 Apply a thin coating of release agent to the interior riIs faces of the mold and non-absorptiveobase th oplates.. A r other suitable and greases using an impregnated morns. Wipe the mold faces and the base plate with a death as necessary to remove any excess release agent and to achieve a thin, even coating on the interior surfaces. When using an aerosol lubricant. spray the release agent directly onto the mold faces and base plate from a distance of six to eight in. (150 to 200 mm) to achieve complete coverage. After spraying, wipe the surface with a cloth as necessary to remove any excess aerosol lubricant. The residue coating should be just sufficient to allow a distinct finger print to remain following light finger pressure (Note 4). 92 Sal the surfaces where the halves ofthe as op ld join by applying a coating of light sop grease The amount should be sufficient to extrude slightly when the two halves are tightened together. Remove any excess grease with a doth . 93 After placing the mold on its base plate (and at- athing, iCdamp-type) carefully remove with a dry cloth any excess oil or grease from the surface of the mold andeme plate to which watertight sealant is to be applied- sealant, use paraffin. microcrystallme wax. or a mixture of three parts paraffin to five parts rosins by mass. liquify the sealant by beating between 230 and 248'F (110 and 120'C)• Etfed a watertight seal by applying the liquefied sealant at the outside contact lines between the mold and its base plate. hbrt 4—Because aeroset lubricants evaporate, molds should be dtedod for a sufficient coating of lubricant immediately prior to use. If an extended period of time has dapsed since treatment. reuatment may be notessary. Hart 5—Narertttetu Maids —The mixtum or, paraffin and rosin specified for saline the joints between molds and base plates may be found difficult to rcmow when molds art being cleaned. Use of straight paaffm is permissible if a watertight )oint is sacred. but due to the tow strength of paraffin it should be used only when the mold is not held to d the base date by the paraffin atone. A watertight joint maybe s �rtd race . with paraffin ore WtL nc M ids so slightly tsshhould be allowedtotoeplate rt rn to the racy branching the jot o spocifiad temperature befort use. to. procedure 10.1 Composition of "orfars., 10.1.1 The proportions of materials for the standard ara o mortar shalt be one part or cement to 2.95 PSead standard and by weight. Use a vratercement ratio of 0.485 for all Portland cements and 0.460 for lam fo� �a ung pottland cementL The amount of mixing than pottland and ainentmining portland Cements shall be 49 C 109 such as to produce a flow of 110 ± 5 as determined in accordance with 10J and shall be expressed as weight percent of cement. 10.1.2 The quantities of materials to be mixed at one time in the batch of mortar for making six and nine test specimens shall be as follows: Numbtt orSpaimcns 300 740 Cements 1775 2035035 Saad.t Warn, mL 242 359 rwynd (0.495) Aka ausjaint partly (0.e60) 230 340 oow (to now of 110 1 3) ... ... 102 Preparation of Mortar 102.1 Mechanically mix in accordance with the proce- dure given in Method C 305. 103 Determination of Flow: 10.3.1 Carefully wipe the flow -table top clean and dry, and place the flow mold at the center. Place a layer of mortar about 1 in. (25 mm) in thickness in the mold and tamp 20 times with the tamper. The tamping pressure shall be just sufficient to ensure uniform rating of the mold. Then fill the mold with mortar and tamp as specified for the first layer. Cut off the mortar to a plane surface, flush with the top of the mold, byperpendicular to ththe straight) � at a trowel sawing motion eld nearly the across the top of the mold. Wipe the able top dean and dry, being especially careful to remove any water from around the edge of the flow mold. Lift the mold away from tho mortar 1 min after completing the mixing operation. Immediately. drop the table through a height of 5h in. (13 mm) 25 times in 15 S. The flow is the resulting increase in average base diameter of the mortar mass, measured on at least four diameters at approximately oquispaced intervals, expressed as a percentage of the original base diameter. Make trial mortars with ramng percentages of water until the specified flow is obtained. Make each trial with fresh mortar. 10A Jlfolding Test Specimens= IOAA For portland and air -entraining portland cements, allow the mortar to stand in the mixing bowl 90 s without covering. During the last IS s of this interval, quicdy serape down into the batch any mortar that may have collected on the side of the bowl Then remix for 15 s at medium speed. Uponcompleddh of mixing, the mixing paddle shall be shaken to remove excess mortar into the mixing bowl- IOA2 Immediately following completion of the flow test. in the case otother than pord:Lnnd and air -entraining pordand cements, or when a flow Is desired on portland and air entraining portland cements, return the mortar from th (low table td the mixing bowl Quickly scrape down into th batch the mortar that may have collected on the side of th bowl and then remit the entire batch 15 s at medium speed Upon completion of mixing, the mixing Paddle shall shaken to remove excess mortar into the mixing bowl. ' IOA3 when a duplicate batch is to be made immediate) for additional specimens. the flpw.teit may be omitted an the mortar allowed to stand in the mixing bowl 90 a withal Coverinh& pnntig the last 15 s or this tnterva4 gtdddY down into the batch the mortar that may have collected the dde of the bowl. Then remit for 1S s at medium IOAA Stan molding the specimens within a total etapsad Rounds land Rounds 2and 4 FlG, i order of Tamping in Mok ing or Test Specimens time of not more than 2 min and 30 s after completion of the original mixing of the approximately one half of the depth of about l in. (25 ram) (approximately the mold) in all of the cube compartments. Tamp the mortar in each cube compartment (4.8) 32 times in about 10 s in 4 rounds, each round to be at right angles to the other and consisting of eight adjoining strokes over the surface of the specimen, as illustrated in Fig. 1. The tamping pressure shall be just sufficient to ensure uniform filling of the molds. The 4 rounds of tamping (32 strokes) of the mortar shall be completed in one cube before going to the next_ When the tamping of the first layer in all of the cube compartments is completed, fill the compartments with the remaining mortar and then tamp as specified for the rust layer. During tamping of the second layer bring in the mortar forced out monto u of tops of the molds after each round of tamping by the gloved forgers and the tamper upon completion of each round and before starting the next round of tamping. On completion of the tamping, the tops of all cubes should extend slightly above the tops of the molds. Bring in the mortar that has been forced out onto the tops of the molds the Bat with a trowel and smooth off the cubes by drawing side of the trowel (with the leading edge >ttY raised) ones across the top of each cube at right angles to the length of the mold. 'then. for the Purpose of leveling the mortar and making the mortar that protrudes above the top of the mold of more uniform thicknessw draw the Oat side of the trowel (with the kading edge slightly raised) lightly once along the length of the mold. Out off the mortar tto, a Plan t surface f (lush with the top of the mold byyddraw to the mod with a the trowel (held nearly PUPen sawing motion over the length of the mold. 105 Storage ofTen Spedmens—Immediately upon com- pletion of molding, place the tat specimens in the moist closet or moist room. Keep all test specimens, immediately after molding, in the molds on the base Plata in the moist e closet or moist room from 20 to 24 hod it Upper e surfaces exposed to the moist air but pro e water. If the specimens are removed from the molds before 24 h, keep them on the shelves of the moist closet or moist room until they are' 24-h old, and then immerse the specimens, except those for the 24ah tat, In saturated lime y water in storage tanks constructed of nonoomoding mate d fiats Keep the storage water dean by changing as required- t 10.6 Determination of CAWnPresdve SYrerT 10.6.1 Test the specimens immodlatclYafter thr9rtemovat pfrom the moist closet in the ease of 24- h specimen*, and speed. [rams arage waster in the ease of all I3t11G specimens. AO test specimens for a given tat age'dra0 be txoSxn witldh the permissible tolerance prescribed as follows: Test Age - rmnivible Tdmam 24h 2VNh 3 days sib 7 days 27 h la days all h 0 clog strength. The compressive strength of all acceptable test specimens (see Section 12) made from the same sample and tested at the same period shall be averaged and reported to the nearest 10 psi (70 kPa). if more than one specimen at a time is removed from the moist closet for the 24-h tests, keep these specimens covered with a damp cloth until time or testing- If more than one specimen at a time is removed from the storage water for testing, keep these specimens in water at a temperature of ' 73.4 ± YF (23 ± 1.7'C) and of sufficient depth to completely immerse each specimen until time of testing. 10.6.2 Wipe each specimen to a surface -dry condition, and remove any loose sand grains or incrustations from the faces that will be in contact with the bearing blocks of the testing machine. Check these faces by applying a straightedge (Note 6). If there is appreciable curvature, grind the face or faces to plane surfaces or discard the specimen. A periodic check of the cross -sectional area of the specimens should be trade. p1oTr 6—SPtsimrn rams —Results much lower than the true strength will be obtained by loading faces of the cube specimen that arc apt Ituny plane surfaces. Thererom. it is essential that specimen molds be kept srnpulously clean. as otherwise, large irregularities in the surfaces will occur. Instruments for cleaning molds should always be softer than the metal in the molds to prevent year. In ease grinding specimen faces Is necessary. it can be accomplished ben by rubbing the specimen o y a sheet of fine emery paper or cloth glued to a plane surface, using only a nwderate pressure. Such grinding is tedious for more than a few thousLndths of an inch (hundredths of a mtuirretm): where mom than this is found neccssary. it is recommended that the specimen be di9esrded. - 10.63 Apply the toad to specimen faces that were in contact with the true plane surfaces of the mold. Carefully place the specimen in the testing machine below the center of the upper bearing block. Prior to the testing of each cube, it shall be ascertained that the speric any seated block is free to tat Use no cushioning or bodding materials. An initial loading up to one half of the expected maximum toads for specimens having expected maximum loads of more than 3000 ibf (133 kN) may be applied at any convenient rate. Apply no initial loading to specimens having expected maximum loads of less than 30001bf (133 W). Adjust the rate of load application so that the remainder of the load (or the entire load In the ease of expected maximum toads of less than 3000 ibf (13.3 kN)) is applied, without interruption, to failure at such a rate that the maximum load will be reached in not less than 20 nor more than g0 s from start of loading. Make no adjustment in the controts of the testing machine (vhile a specimen is yielding before failure. NOTE 7—It is advisable to apply only a very tight coating of a good quality, light mineral oil to the spherical seat of the upper platen. 12. Faulty Specimens and Retests 12.1 In determining the compressive strength, do not consider specimens that are manifestly faulty, or that give strengths differing by more than 10 % from the average value of all test specimens made from the same sample and tested at the same period (Note 8). After discarding specimens or strength values, if less than two strength values are left for determining the compressive strength at any given period. make a retest. Noyr $—Reliable strength results depend upon careful observance of all of the specified requirements and procedures. Erratic results at a given lest period indicate that some of the requirements and procedures have not been carefully observed: for example. those covering the testing of the specimens as prnsctibed in 10.62 and 10.6.3. Improper centering of specimens resulting in oblique fractures or lateral movement crone of the buds of the testing machine during leading will cause lower strength results. 11. Calculation 11.1 Record the total maximum load indicated by the testing machine. and calculate the compressive Strength in pounds per square Inch (or pascals). If the erosssecaonal area of a specimen varies more than " % from the nominal. use the actual ima for the calculation of the compressive 13. Precision and Bias 13.1 The precision statements for this test method are listed in Table 2 and are based on results from the Cement and Concrete Reference Laboratory Reference Sample Pro- gram. They are developed from data where a test result is the average of compressive strength tests of three cubes molded TABLE 2 Precision _ Test Age. VCoelfdor starpe of Test pays 1S%4 t a= Poraard Cements constant wateravnent MGM a 49 11.3 SkVL_� 7 a1"k% 102 A+ To a 69 - 122 sao.:rab 7 eves 1e.1 Ay Mended Cements constant low mo` ac. 4.0 112 5"9"4ab 7 39 10.7 2e 3.4 9.6 A+ s 7.e 22.1 #ALdu4ao y 7.6 215 26 7A 20.9 Ay 7-A Masonry cements constant low moor. ` � 7 79 22.3 26 7.6 212 Ay 73 M y 119 23.4 ad/91m 2e 12.0 TO 33.9 W A+ .Tim. ox berg r.p.sant. mp.a+dy. 9e r6=I end 0=13 icons as desorbe0 It Ptac'be C 670. 0 clog from a single batch of mortar and tested at the same age. A significant change in precision will not be noted when a test result is the average of two cubes rather than three. 13 2 These precision statements are applicable to mortars made with cements mixed. and tested at the ages as noted. The appropriate limits arc likely. somewhat larger for tests at younger ages and slightly smaller for tests at older ages. the AmsiC.n Sockry for Testing and Materials takes no Pos'r'on rcsPKr'^9 validity tn+at d�VIW fv9NslhesvMi ed y of u n Pat.rry fern and the 6s N CPA(k standard. W asuuch r yny are erdkelf Vwir andard am � MWOCIs1o:aY Patent rights, and the cask a kerkperrrna . ibis pandar0 k sut+jea to revision 0any tine by lac resloonslble nm teCfnkal Cofree and most he revie.red ersy (Oft years and f not sensed, eel's reaplrcred a wfhdrawn. Yaa eorraneras an k"ed ether for rerislon a Ms Vandard or for addithe tional standards and tr aW he addressed to ASiM HeadquirfM- Yaur Con""aras wi recr.:ft .<�We� .gym •heaig you �hould ena�e sMo' recrvrcal C,,MMee, which you may attend. f you fed that ywn Carane'W viNs's known to the ASrM comnatee on Standards. 1916 pace Sr. PhdadeW ". PA 19107- GZX GZA GEOENVIRONMENTAL, INC ENGINEERS AND SCIENTISTS 320 Needham Street NEWTON UPPER FALLS, MA 02164 (617) 969-0050 FAX (617) 965-7769 TO J.K. Scanlan Company, Inc. 15 Research Road Falmouth Technology Park East Falmouth, Massachusetts 02536 SIRIMADAM: WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of Letter ❑7C Attad>ed ❑ Prints ❑ Change Order LETTER OF TRANSMITTAL DATE: I JOB No.: 16408.10 ATTENno Mr. Robert Balaschi RE: Sheilds / MRI Facility Yarmouth. Massachusetts Under Separate cover via the following Plans ❑ Samples ❑ Specifications u• .• a •' -M L kWIF ■ ■ • i7Jwha� ■ 1 THESE ARE TRANSMITTED as chedced below: STA T US _ ® For approval ❑ Approved as submitted ❑ Resubmit _ copies for approval ® For your use ❑ Approved as noted ❑ Submit _ copies for distribution ® As requested ❑ Returned for corrections Return _ corrected prints For review and comment FOR BIDS DUE 19_ PRINTS RETURNED AFTER LOAN To US REMARKS Please forward to the Building Official COPY TO File SIGNED: Vtrtr I ond=ffs ar■ nor as nded, kkWy nobly us at -- PILE NO.�' G�I GZA Drilling, Inc. PROJECT -'E"°s /ma► FILE: NO. 0 O LOCATION __461e?MALLr4 MA INSPECTOR - CHECKED BYTjEE aU�/.( c�a.�uy PILE TYPE UA%A CLIENT � -GD, WEATHER --r LENGTH 2y GENERAL CONTR. r e. &Aal Ad TEMPERATURE %O S DIAMETER 'J �^� FOUNDATION CONTR. G dk'l Alt, REPORT NO. DESIGN CAPACITY w tons SUPERINTENDENT uy OTHER ELEVATIONS: GROUND SURFACE e /.*gw /3f PROTECTIVE CASING BOTTOM AG/ h D PILE BUTT CUT-OFF " ^ 'O TOP OF BEARING STRATA REFERENCE DATUM FlIS n "15 TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: TOTAL DEPTH STEEL: GRADE DIAMETER (ID/ODI AREA LENGTH REINFORCING/CASING , 9 GROUTING: DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO ' g l �F DESIGN MIX: 9 GS CEMENT LBS - WATER GAL. A ADMIXTURES N A TREMIEt^CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact I Vtheor 11., • I.V[.. PILE INSTALLATION AND ENCOUNTERED CONDITIONS 0 o.s. — E:/ i _ p�QGAN�CS w pQ1I -MtN p5l FQotrf bolt a -24 jii2v PILE NO. - S'•� //nQl Fuc %rr-/ cfzxI GZA Drilling, Inc.PROJECT , INSFILE ECTNO. O o / g LOCATION NAQ ,�- INSPECTOR - 7E! CHECKED BY1C3Z w/ (�O. WEATHER 40✓�d46 PILE TYPE T%�%%� — CLIENTti/ LENGTH Z4 GENERAL CONTR. A�•7LAhi TEMPERATURE 7014 /NW/ FOUNDATION CONTR. 09/�dt� REPORT N0. 55 DIAMETER _ DESIGN CAPACITY Z9 to^5 SUPERINTENDENT r mot OTHER ELEVATIONS: tiG/• A GROUND SURFACE * C% PROTECTIVE CASING BOTTOM / /,? PILE BUTT CUT-OFF' / ••� TOP OF BEARING STRATA _ REFERENCE DATUM F/t W16 SCA6 PILE TIP - TOP OF PRESSURE GROUTED SHAFT '` -�• /• 3 DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH B�ZA�OU Qct_ A2_U �✓/7St� /AMF/- OD: _ ID: Do: u i Ep 2 w PILE INSTALLATION AND ENCOUNTERED CONDITIONS g REINFORCING/CASING l/L1 / _— �. % 9 A 2S' GROUTING: DATE GROUTED TIME GROUTED ,Z REPRESENTATIVE GROUT CUBE WATER CEMENT RATIO DESIGN MIX: 9 6S CEMENT LBS A WATER GAL. N A ADMIXTURES IREMM CASING AVERAGE PRESSURE THEORETICAL VOL ACTUAL VOL. PLACED Vact / Vtheor REMARKS: p,QGA�JiC.S L0 µnI goo( y"j —t—+- + 1--1 /v30 goq e 94'- I PILE NO. �y Si/EILaS �MIZI FGit-ilLlNO. ��I GZA Drilling, Inc. Pao lecT ' + /Y)A INS ECT 0 0 LOCATION �A irldri>'N INSPECTOR �� CHECKED BYIaZ PILE TYPE DMA CLIENT�eANL&p WEATHER LENGTH ? GENERAL CON DIAMETER TTR. T /�&ANLAd TEMPERATURE �S % Yf — FOUNDATION CONTR_�e� REPORT NO. n/� DESIGN CAPACITY IV tons SUPERINTENDENT m /�L04�L OTHER ELEVATIONS: ^el /•3 GROUND SURFACE •� PROTECTIVE CASING BOTTOM nW- / 3 PILE BUTT CUT-OFF' TOP OF BEARING STRATA w GI, -/3 REFERENCE DATUM EY-14r"/11 StAG5 PILE TIP �i I TOP OF PRESSURE GROUTED SHAFT � � A 3 DRILLING: _ DATE DRILLED Q�fS� DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: _ DRILL CASING ID: ._.�L_OD. TOTAL DEPTH zy, STEEL: GRADE DIAMETER RD/ODI AREA LENGTH gFINFORCING/CASING a. �9 GROUTING: GO DATE GROUTED v TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO— — — DESIGN MIX: CEMENT LEIS WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE CASING PG oi.. PILE INSTALLATION AND ENCOUNTERED CONDITIONS a 6 o26tj Icy r54�49 (30� ee 24= ci rzx I GZA Drilling, Inc. PROJECT LOCATION �y PILE NO. as / FILE NO. O C INSPECTOR - 10 CHECKED BY T&W CUENT� GG' WEATHER D✓C�Lt�f PILE TYPE 7is LENGTH y GENERAL CONTR. T lilAlLAhI _TEMPERATURE DIAMETER 7 �� FOUNDATION CONTR.—Wdk'�� ' REPORT NO. S3 DESIGN CAPACITY Z9 tons SUPERINTENDENT ✓/- 4ef Cc OTHER ELEVATIONS: GROUND SURFACE " e.I•*�i3.6 PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ' ^o/ i�� 3 TOP OF BEARING STRATA REFERENCE DATUM Fyl'Crf /b &AAS PILE TIP - ~e- TOP OF PRESSURE GROUTED SHAFT GI, DRILLING: 6Z50 DATE DRILLED DRILL METHOD Qofi92l/ l✓/iSt� TYPE CIRCULATION BIT DIAMETER OD: _ DRILL CASING ID: _%OD: N TOTAL DEPTH ZAI RFINFORCINGlCASING STEEL: GRADE DIAMETER (ID/OD) AREA D. %% LENGTH Z51 GROUTING: Q,IZSI oD DATE GROUTED O�H TIME GROUTED _ REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5 GI (`' - DESIGN MIX: 9 EIS CEMENT LBS , r WATER GAL. N A ADMIXTURES TREMI CASING AVERAGE PRESSUREo— THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: o z r i PILE INSTALLATION AND ENCOUNTERED CONDITIONS o <o Go mz& w10 i0• 4 vs'"S 1 og C 2,42} r PILE NO. C/c/I AS �/1121 FAUL/!L1 GzxI GZA Drilling, Inc. PROJECT 'r r INSFmrECTNo. 0 o I LOCATION T QMDU i mA— INSPECTOR EI CHECKED BY�1ETZ PILE TYPE CLIENT �e �� GO, _ WEATHER eleAl DMT �q�J�q� LENGTH Z�f GENERAL CONTR. _r � ;���OlAd _ TEMPERATURE �O-S 7 v�/u/46 FOUNDATION CONTR.��/���� REPORT NO. SZ DIAMETER _�� ' DESIGN CAPACITY w tons SUPERINTENDENT J 4 A� OTHER ELEVATIONS: � 0 GROUND SURFACE [� r/U PROTECTIVE CASING BOTTOM `0/ /-/ PILE BUTT CUT-OFF -el +/u TOP OF BEARING STRATA REFERENCE DATUM EyMfU/b &ACi PILE TIP ~ �� TOP OF PRESSURE GROUTED SHAFT ^ i DRILLING:/Zs/Ou DATE DRILLED METHOD Q mev A DRILL TYPE CIRCULATION �AifEP <I/i/ BIT DIAMETER OD:._ DRILL CASING ID: _FLOOD; TOTAL DEPTH RFINFORCINC/CASING STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH GROUTING: 5 DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: 9 GS CEMENT LBS Ir WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE CASING EEE SL_( r r� PILE INSTALLATION AND ENCOUNTERED CONDITIONS u <n 1 vp - Lt S'wo Jfe b5/D.� �j PILE NO. G�I GZA Drilling, Inc. PROJECT ,�1EIL FUairil FILE ENO.CT 0 o I LOCATION NA ' mA— INSPECTOR �_ CHECKED BY.T&7E Z,/ �'� Go. WEATHER �eAr' PILE TYPE DMA CUENT� LENGTH Z� GENERAL CONTR. . e. ANLpIJ — TEMPERATURE GIs DIAMETER �Vi 'IAIM FOUNDATION CONTR.�Dea�: REPORT NO. $/ DESIGN CAPACITY !O tons SUPERINTENDENT -f Sd^ OTHER ELEVATIONS: mot. 61 O GROUND SURFACE PROTECTIVE CASING BOTTOM �U j/ PILE BUTT CUT-OFF ' " J 1 �G - TOP OF BEARING STRATA E/IStirlb Su1C� - PILE TIP ~� 1/ REFERENCE DATUM _ f / TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED QD>'f12(/ l✓ASt{ DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: _ DRILL CASING ID: ...Jrt_2� u i TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH RFINFORCINC/CASING /In GROUTING: DATE GROUTED B oa TIME GROUTED ,30 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: CEMENT LBS WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREM1Et^CASING :.x,,y/ c. r G.S. PILE INSTALLATION AND ENCOUNTERED CONDITIONS —I Iof cal.A�JI'cJ _ cry r Cvo- D. SAN� G�cu nc PILE NO. x lma� FF�/a%rt'I PROJECT v- r INSFILECTNO. O G G�I GZA Drilling, Inc. LOCATION � K�r14+ mA INSPECTOR �p� CHECKED BYTjEo PILE TYPE D�%%p— CLIENT -T sC co' WEATHER ��- LENGTH Zh/ GENERAL CONTR. T /e. ,14JAd _ TEMPERATURE �� DIAMETER _% 1/A1ul FOUNDATION CONTR. 6ZA �F/���� REPORT NO. 'ter DESIGN CAPACITY Z9 tons SUPERINTENDENT • Ae �^ OTHER ELEVATIONS: ,� GROUND SURFACE E I•*/U PROTECTIVE CASING BOTTOM `-ee PILE BUTT CUT-OFF,_ V. i/GTOP OF BEARING STRATA EY14irl /b .7 A8 PILE TIP It 440 REFERENCE DATUM_ TOP OF PRESSURE GROUTED SHAFT ^!� f � DRILLING: DATE DRILLED DRILL METHOD Q01f12f/ l✓ASt{ TYPE CIRCULATION BIT DIAMETER D: I��• DRILL CASING D: _�L_O1Dyr u TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH RFINFORCINGMASING bf) _ 'n' 7 2S GROUTING: �C DATE GROUTED"- J TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO'S DESIGN MIX: 9 GS CEMENT LEIS WATER GAL. N A, ADMIXTURES TREMIE CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact I Vtheor REMARKS: x y X PILE INSTALLATION AND ENCOUNTERED CONDITIONS cvo-jo saN49 ps; bQun ecq a 24' r PILE NO. GZA Drilling, Inc. PROJECT ,�c/EIL�S /MQ/ F/ FILE NO. 0 G / LOCATION T QMd INSPECTOR CHECKED BY.aT� �,� '57 n/C O,_ WEATHER Gkr A PILE TYPE DmO CUENT�C LENGTH 2V • GENERAL CONTR. -r e- LAd TEMPERATURE 80S DIAMETER % -Idul FOUNDATION CONTR_4CE/j^/c7REPORT NO. 47 DESIGN CAPACITY Z9 to"s SUPERINTENDENT__MT OTHER ELEVATIONS: Pl o GROUND SURFACE PROTECTIVE CASING BOTTOM —el- -/ / PILE BUTT CUT-OFF' ^ y /�O TOP OF BEARING STRATA-/J/. REFERENCE DATUM EJISTirIL+ SiAt3 PILE TIP TOP OF PRESSURE GROUTED SHAFT `G� / / DRILLING: DATE DRILLED / UO DRILL METHOD TYPE CIRCULATION BIT DIAMETER DIAMETER OD: _ DRILL CASING ID: OD: / TOTAL DEPTH ?H/ STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH RFINFORCING/CASING GU / -.,..La a. 79 �- .95, GROUTING: $f25100 DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO —�5—. & /cd — DESIGN MIX: % bi CEMENT LBS . / WATER GAL. N A ADMIXTURES TR MI CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: d 10 30 m PILE INSTALLATION AND ENCOUNTERED CONDITIONS io =8 �st. 12cj0 ` /[L 71QL./1�//CI J Aw 40oD. PSG 6aaur �+JEIL�S If PILE Fuc irti FILE NO. ��I GZA Drilling, Inc. PROJECT 1Lr4! d. LOCATION T QMdtl7/{,, •• �r- - INSPECTOR CHECKED BYJ&Z PILE TYPE DMA CLIENT eUr GO. WEATHER LENGTH ZN GENERAL CONTR. 7" e. &A/JLAAI TEMPERATURE AOJ DIAMETER % /^/ FOUNDATION CONTR. Deft-U i- REPORT NO. y� DESIGN CAPACITY tons SUPERINTENDENT �^ OTHER ELEVATIONS. GROUND SURFACE PROTECTIVE CASING BOTTOM 4 t/ PILE BUTT CUT-OFF' GTOP OF BEARING STRATA w G� -/� REFERENCE DATUM EZ1411 IJ SCAM PILE TIP TOP OF PRESSURE GROUTED SHAFT ^� I" DRILLING: ��±r�� // DATE DRILLED 4&fhm? DRILL METHOD Q07R2U l✓/JS[{ TYPE CIRCULATION / BIT DIAMETER D: I _ ~ r DRILL CASING D: TOTAL DEPTH 2�r 'RFINFORCINC/CASING STEEL: n GRADE DIAMETER (IDIOD) r�LH AREA �ZS LENGTH GROUTING: DATE GROUTED �21fi TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: CEMENT LBS WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheot REMARKS: TREMIE CASING' 9 �• p Z. i PILE INSTALLATION AND ENCOUNTERED CONDITIONS : c € O�PG.vrdrLS e rvo 0• Mu.54p.j :�) GDO e a4- '-1 o4o m SILOS F;ram PILE NO. G�I GZA Drilling, Inc. PROJECT mA _— INS NO. 0 0 LOCATION yAR/rl 4INSPECTOR �Q� CHECKED BY�t� T� I atli A_GO. WEATHER ` U' ' PILE TYPE ��— CUENT � LENGTH 2y GENERAL CONTR. T L. &ANLAd TEMPERATURE B°s DIAMETER •IAIUI FOUNDATION CONTR. ILU"/t ZREPORT NO. 117 DESIGN CAPACITY Z9 toys SUPERINTENDENT A OTHER ELEVATIONS: GROUND SURFACE PROTECTIVE CASING BOTTOM �G/ " PILE BUTT CUT-OFF_ ^ �' �i0•S TOP OF BEARING STRATA N 'Af REFERENCE DATUM E/6Ti►16CI PILE ITOP OF PRESSURE GROUTED SHAFT ^� f DRILLING: 00 DATE DRILLED DRILL METHOD 'eome / IJ/7s& TYPE CIRCULATION / r N BIT DIAMETER D: I _ DRILL CASING D: --OD: TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH ENFORCING/CASING I Ll / -"j6N 2s' GROUTING: B�LS�00 DATE GROUTED //Zp TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5'S A' ` — DESIGN MIX: 9V lbs, CEMENT LBS A WATER GAL. N ADMIXTURES TRFMIE CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: Y PILE INSTALLATION AND ENCOUNTERED CONDITIONS sr` - L tioeWIPPC J tb R4.td (I*S. cam Mto 'loon Qsl G/D� tw C ?_4 ZLE PILE NO. // G�I GZA Drilling, Inc. PROJECT ,SIE�L � FFILEu�!Zy INS No.ECT O o LOCATION NAR � mA— INSPECTOR �EiZ_ CHECKED BYY&W T,� �'� nt GO. WEATHER G/Gyr PILE TYPE DMA CLIENT =Lt Sc IAILA LENGTH 2�' GENERAL CONTR. T e _ ^eA, AA TEMPERATURE %D S DIAMETER 7J •/AIu/ FOUNDATION CONTR. 'OR �� REPORT NO. �b DESIGN CAPACITY tons SUPERINTENDENT �i G9/!^ OTHER ELEVATIONS: nG� Q GROUND SURFACE @ */tl PROTECTIVE CASING BOTTOM ^ �/ PILE BUTT CUT-OFF_ "• -/ t/O. `� _ TOP OF BEARING STRATA,_ REFERENCE DATUM Fll<ff" S -A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT '�L�• / DRILLING: DATE DRILLED A4Z.SL00 DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD:, — DRILL CASING ID: Do: Dr TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH SrINFORCING/CASING Q / -�.✓LH _ -0-,79 1S' GROUTING: DATE GROUTED /GOt TIME GROUTED REPRESENTATIVE GROUT CUBES '? WATER CEMENT RATIO DESIGN MIX: 9 GS CEMENT LBS WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TgFMIE CASING G•y .� 9 e, g?f PILE INSTALLATION AND ENCOUNTERED CONDITIONS ro to c — OQlyAnJ�l.S_ rVD-P. $Ar.IO�) A 4000 a Z40t ..i PILE NO. /y G�I GZA Drilling, Inc. PROJECT , M� FILE O o / LOCATION TA/Ph7d✓>'H� '_'ln-� INSPECTOR OR CHECKED BY_s.[G(C` G/CA✓ PILE TYPE DINA CLIENT/164D WEATHER LENGTH Zy GENERAL CONTR. T e !/IN/A TEMPERATURE DIAMETER 7 /^/u/ FOUNDATION CONTR. �'/LU�/T REPORT NO. QS DESIGN CAPACITY Z9 tons SUPERINTENDENT a� OTHER ELEVATIONS: cI• O GROUND SURFACE "' BI•*/U PROTECTIVE CASING BOTTOM �, +r PILE BUTT CUT-OFF " G' f /O.e TOP OF BEARING STRATA ^ —/ REFERENCE DATUM ryX I11411 SLAG PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH B��DO .Qos�2u I.IAS/� RFINFORCING/CASING T GROUTING: '8/�/w DATE GROUTED D91� TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: g [aS CEMENT LEIS A WATER GAL. N A ADMIXTURES TREMI CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: I PILE INSTALLATION AND ENCOUNTERED CONDITIONS 0 45 y5a- pl1GRN/LS 15 Joe 20 Je SAW> 25 30e' m Jo' Rs 61 g�.v ODA g ZA 034 pgIo PILE NO. ��I GZA Drilling, Inc. LOCATION PROJECT ESL � FL�6< INSFILNO. O O LOCATION HARM N,, INSPECTOR �Et�. CHECKED BY�� T GD, WEATHER PILE TYPE DmA CUENT LENGTH Z4 GENERAL CONTR. T /IAJLAd TEMPERATURE �lOS DIAMETER / �^� 44 FOUNDATION CONTR. ����d/� REPORT N0. DESIGN CAPACITY 70 tons SUPERINTENDENT S e OTHER ELEVATIONS: elp GROUND SURFACE " e * /!7 PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF_ TOP OF BEARING STRATA _ ^ .e,(. -� REFERENCE DATUM F/1S61146 SLAG PILE TIP ' . a. TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH GROUTING: .9yo Armil 0-43t{ /A%T- ^!/�L — OD: _ w ID: �L_OODD,:r gFINFORCING/CASING 2 DATE GROUTED JlP45 too TIME GROUTED 98 /o REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO% DESIGN MIX' MIX: 9 GS CEMENT LBS _ rA WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIECASING -50 %LE INSTALLATION AND ENCOUNTERED CONDITIONS E .� s <o e 2k0: (oW ca::;n9 MIN 4000 - Pe, Goarr a93o GZA Drilling, Inc PROJECT G�I LOCATION PILE NO. 3 FILE NO. 0 O I INSPECTOR CHECKED BY PILE TYPE DINP CUENT�e9_0! 4t_ GG' WEATHER �LA� LENGTH 2Y GENERAL CONTR. T e. &AAJLAd TEMPERATURE 7 33 DIAMETER 'J'IAMJI FOUNDATION CONTR. G �Z_ Y. REPORT NO. �!/ tons • ' OTHER DESIGN CAPACITY SUPERINTENDENT ELEVATIONS: ed 0 GROUND SURFACE I.�'r/U PROTECTIVE CASING BOTTOM `+ t/ O TOP OF BEARING STRATA PILE BUTT CUT-OFF REFERENCE DATUM FYJSnr/b &_A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH GROUTING: �/�a/o, QOfR2U-%/7S� OD: _ u 04F REINFORCING/CASING let) 9 DATE GROUTED A4 _Ou TIME GROUTED /�/,3D REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO' — DESIGN MIX: CEMENT LBS _ r WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: IBEMM CASING C o�W PILE INSTALLATION AND ENCOUNTERED CONDITIONS G to c D,2GA�IcS ID.55 -- a� JD-D ZO S/iNO) .. 1 per/ P45 6Da a 24'� i nc /2!g F"kiz'9 PILE NO. 7 PROJECT +� ♦ FILE NO. O O I c—ffz—x-I GZA Drilling, Inc. LOCATIONNA?-- INSPECTOR ,� � CHECKED BY,_y�� PILE TYPE DMA CUENT,-' CD WEATHER G/eqr LENGTH GENERAL CONTR. !♦h tAd TEMPERATURE 'SOS DIAMETER 7 -/Nu/ FOUNDATION CONTR.g�k'/[1J^�/� REPORT NO. 42 DESIGN CAPACITY & toSUPERINTENDENT OTHER ELEVATIONS: .� a GROUND SURFACE ./•*/ PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF' U /� TOP OF BEARING STRATA REFERENCE DATUM_E/ISrir/b SLA95 PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: �� I DATE DRILLED DRILL METHOD QD�RTStL TYPE CIRCULATION BIT DIAMETER OD: _ DRILL CASING ID: TOTAL DEPTH RFINFORCINGMASING STEEL: GRADE DIAMETER (IDIOD) AREA LENGTH GROUTING: DATE GROUTED TIME GROUTED l4wo REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO Sad G — DESIGN MIX: 9 �is CEMENT LEISS; WATER GAL. N A ADMIXTURES TREMIE CASING AVERAGE PRESSURE �� THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: x$Xw PILE INSTALLATION AND ENCOUNTERED CONDITIONS = € G <o i a.s. Ir-1U- _ 24urf c _o fjAr•,Q� to 4 DOo �rii d5 /rylQl FG/[ iTLI PILE NO. GZA Drilling, Inc. PROJECT � i FILE NO. 0 a I LOCATION �R/ndcu%/l,, MA INSPECTOR_.101 CHECKED BY J&W PILE TYPE CLIENT L`�q�(JJL��gq� GG' - WEATHER LENGTH Z GENERALCONTR. ��-���A'uLAhI TEMPERATURE ,OS DIAMETER / FOUNDATION CONTR. 6ZA 40 L f& REPORT NO. 41 DESIGN CAPACITY tons SUPERINTENDENT T 94A�_ OTHER ELEVATIONS: GROUND SURFACE - eI y/U PROTECTIVE CASING BOTTOM w e,1 ^ 0. + 1 PILE BUTT CUT-OFF 1 1 D TOP OF BEARING STRATA _ ^ et - ' ) REFERENCE DATUM F/ISr1d6 SLACi PILE TIP I TOP OF PRESSURE GROUTED SHAFT ^ DRILLING: w PILE INSTALLATION AND ENCOUNTERED CONDITIONS DATE DRILLED METHOD y QD a�YTS� as. O DRILL 14� TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: ; DEPTH 24 TOTAL REINFORCING/CASING f" STEEL: GRADE ��� Mrd 400tr DIAMETER IID/OD) yp.D, PSG 5�•�+ AREA __ 21 q LENGTH %S, GROUTING: S�Z:�00 �y} 2 Q4X DATE GROUTED TIME GROUTED 15 3! REPRESENTATIVE GROUT _CUBES WATER CEMENT RATIO ! DESIGN MIX: CEMENT LBS WATER GAL. to N A J� ADMIXTURES THEMIE CASING AVERAGE PRESSURE _491— THEORETICAL VOL. 7" ACTUAL VOL. PLACED I Vact / Vtheor REMARKS: G�c/� nc //nQ� Fncr�irti PILE No. , G�I GZA Drilling, Inc. PROJECT FILE NO.ECT O o LOCATION T QMdc/7/{, mA— INSPECTOR �F.Z CHECKED BYTIM WEATHER Clerfv PILE TYPE DMA CLIENT LENGTH Z�I GENERAL CONTR. -oil e. &AAJtAd TEMPERATURE 7D:5 DIAMETER 7 /� FOUNDATION CONTR. G D�/�^��i REPORT NO. �G _ DESIGN CAPACITY ZO tons SUPERINTENDENT J 4� OTHER ELEVATIONS: GROUND SURFACE PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF • �U " /O TOP OF BEARING STRATA_ REFERENCE DATUM _Fy/irrt1& &A6 PILE TIP —el -elTOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH OD: C� %QI REINFORCING/CASING rc, GROUTING: DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: 9v As CEMENT LBS _ rA WATER GAL. N ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE CASING G� v PILE INSTALLATION AND ENCOUNTERED CONDITIONS It 6 i &s. I r :s aca.¢ O/1G�rCS $ANO� Cain J MI -I A= ,5; grog Qpgc14'`- G1F// AC PILE NO. Ir'y" PROJECT , /may Fny�c��a%r� FILE NO. O O GPI Gzn Drilling, Inc LOCATION T Q LVTA mA _ INSPECTOR _.TO CHECKED BYT&W PILE TYPE CLIENTS GO• WEATHER G/Cqr LENGTH GENERAL CONTR. -rKAOIAd TEMPERATURE 0A DIAMETER % �e/LN FOUNDATION CONTR. �R/w�1G REPORT NO. - 139 DESIGN CAPACITY Z9 tons SUPERINTENDENT_' OTHER ELEVATIONS: „d O GROUND SURFACE " •* PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF " TOP OF BEARING STRATA `�'/ REFERENCE DATUM E!l<rf" '5iAe' PILE TIP TOP OF PRESSURE GROUTED SHAFT -e f DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH ��stt /AfrE2,./AL D: I— w Zoq REINFORCING/CASING r,1) / -10je" 1� GROUTING: DATE GROUTED d O TIME GROUTED 13ZS REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO s 5 0l 1., • _ DESIGN MIX: 9v it's CEMENT LBS WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE CASING I17 c. € I PILE INSTALLATION AND ENCOUNTERED CONDITIONS 0 5 lr�j D,Qlsg��C J cv,01 —D. 5*4v be MW 4000 svvjA wo C 24 0 lLEI DS ImQI FL/L/tt9 PILE NO. - oft PROJECT ✓ FILE NO. _&Am 61 c_ffZ_x_I GZA Drilling, Inc. LOCATION T QMdtll'H� mA— INSPECTOR CHECKED BY T&M L,� Se GG. WEATHER c/eyr PILE TYPE r CUENT LENGTH GENERAL CONTR. T /e. Ioal Ad TEMPERATURE 70 5 DIAMETER %/^/u/ FOUNDATION CONTR. _�/-sc_'DZ/4jfJ(� REPORT N0. -38 DESIGN CAPACITY Z9 tons SUPERINTENDENT .J i /�ya•� OTHER ELEVATIONS: GROUND SURFACE AI•*/v PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ^ �� �/� TOP OF BEARING STRATA REFERENCEOATUM ry1<ffdJ6 SLA6 PILE TIP _� TOP OF PRESSURE GROUTED SHAFT f / DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH i OD: _ 7` 6 ID: OD: RFINFORCING/CASING f" /1) 6 — t).79 GROUTING: grW DATE GROUTED 1230 TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5 - 5 I LAE- — DESIGN MIX: q t'S CEMENT LBS ! WATER GAL. A/ A ADMIXTURES IHEC�IE CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: id xg PILE INSTALLATION AND ENCOUNTERED CONDITIONS in � QiPf /lrllLi r S"Jo� `Gle C".r� Mw AMD �, voj Ercas //►12/ F�/airL1 PILE NO. �+ PROJECT—� i FILE NO. O O ��I GZA Drilling, Inc. LOCATION T 2Md , INSPECTOR �QZ . CHECKED BY TaZ PILE TYPE CLIENT T,� Se C.O. WEATHER CIeN,' DMA LENGTH :?!JGENERAL CONTR. T e A41Ah1 TEMPERATURE - 723 DIAMETER % /AIL!/ FOUNDATION CONTR./_ZQ De/LUdt REPORT NO. - 37 DESIGN CAPACITY 7Z) tons SUPERINTENDENT OTHER ELEVATIONS: „ t/ o GROUND SURFACE [ 1.• /U _ PROTECTIVE CASING BOTTOM ^ a. t, / PILE BUTT CUT-OFF `CA f /0 TOP OF BEARING STRATA _ REFERENCE DATUM _E/lS7rd6 -&A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT G1 ; DRILLING: DATE DRILLED D DRILL METHOD QOTA2t/ %JIiS/� TYPE CIRCULATION BIT DIAMETER OD: .• N DRILL CASING ID: 00D: TOTAL DEPTH 'i € PILE INSTALLATION AND ENCOUNTERED CONDITIONS E e p 1 io i rx.Qs. —all — — ORhA4lt1 rl STEEL: I� GRADE bD DIAMETER (ID/OD) �INCH :z AREA — Y LENGTH GROUTING: DATE GROUTED 3+ TIME GROUTED � REPRESENTATIVE GROUT CUBES.c WATER CEMENT RATIO A' 39, 26 DESIGN MIX: 9v 6S CEMENT LBS ` 40 WATER GAL. N A ADMIXTURES TREMIE CASING AVERAGE PRESSURE - THEORETICAL VOL. / ACTUAL VOL. PLACED Vact / Vtheor r REMARKS: Mla Aeeo it's' �pu c 2A'! PILE NO.PROJECT <" GPI GZA Drilling, Inc. LOCATION F��`/r�! FILE NO. 0 O LOCATION HAQMd �MA_ INSPECTOR -�. T ✓ f ' / CHECKED BY Y&M PILE TYPE—����`�p� CLIENT ✓.��i�ggA���-JJ/����,,qqq•7 GL� WITHER l-�t Ali - PILE LENGTH GENERAL CONTR. T C�j�.XANLIJhJ _TEMPERATURE 70 S DIAMETER T { FOUNDATION CONTR._ 7A •P��tREPORT NO. 3� Tt LN OTHER DESIGN CAPACITY w tons SUPERINTENDENT ` ELEVATIONS: 0 GROUND SURFACE L.+LQ PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF' ' t TOP OF BEARING STRATA ^eA. +U '� REFERENCE DATUM ry-6fi► A Stag PILE TIP -�� TOP OF PRESSURE GROUTED SHAFT "dA4 I DRILLING: DATE DRILLED OU DRILL METHOD QCyACU �n5� TYPE CIRCULATION BIT DIAMETER OD:Qf _ ~ DRILL CASING ID: _-0z� TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH RFINFORCING/CASING rc� — �•25� GROUTING: DATE GROUTED I� TIME GROUTED 100 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5' S cl �• '— DESIGN MIX: 9 6S CEMENT LEIS WATER GAL. AI ADMIXTURES TREMIE CASING coo AVERAGE PRESSURE THEORETICAL VOL ACTUAL VOL. PLACED Vact / Vtheor �• G REMARKS: PILE INSTALLATION AND ENCOUNTERED CONDITIONS G.S. 5 FIU 105/B� me 7 pR6M+l L f GoSM' 13 ru c? sh"0 Mlu Avoo 95, jyau4 LO N e 24 a s4 LOs /2121 F9"&L' f FILE No. WP e G�I GZA Drilling, Inc. PROJECT --;L mA — LOCATION NQMd H, INSPECTOR �_ CHECKED BY_sT&W PILE TYPE DMQ�—. CLIENT-�iSC CO. WEATHER GIB q r LENGTH 24 GENERAL CONTR. lAAILAhJ TEMPERATURE i0 S DIAMETER 7 /�L!! FOUNDATION CONTR. DKPIL.UtJ REPORT N0. 3 S DESIGN CAPACITY w tons SUPERINTENDENT OTHER ELEVATIONS: GROUND SURFACE PROTECTIVE CASING BOTTOM „�� O PILE BUTT CUT-OFF 't 10 TOP OF BEARING STRATA REFERENCE DATUM FYJ EW6 SrAd PILE TIP �� b TOP OF PRESSURE GROUTED SHAFT • ` DRILLING: : PILE INSTALLATION AND ENCOUNTERED CONDITIONS z i i DATE DRILLED N ov �fAoZ;iV 0.459 cs ` w 8 (WoeM� DRILL METHOD TYPE CIRCULATION ja r BIT DIAMETER OD: _ DRILL CASING iD: _iL_0D:r o/2AA0'j/Lf Cam) TOTAL DEPTH STEEL: GRADE DIAMETER (ID/ODI AREA LENGTH GROUTING: RFINFORCING/CASING — D, 79 DATE GROUTED b/ZH�OU TIME GROUTED 09Q� r REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO _LLY C, DESIGN MIX: 9 *S CEMENT LBS — / A WATER GAL. N A ADMIXTURES IHEA]lE CASING AVERAGE PRESSURE THEORETICAL VOL. ' ACTUAL VOL. PLACED Vact / Vtheor REMARKS: MN•1 4000 - 95; 5f,+- gaq a LA'; ME PROJECT GzxIGZA Drilling, Inc. LOCATION �y PILE NO. 1.1 •- / FILE NO. O C � INSPECTOR CHECKED BYf)=V PILE TYPE p_� CLIENT�e Cfj• WEATHER cn.rv� LENGTH GENERAL CONTR. T e- lAA1LAhI _TEMPERATURE � S DIAMETER / 7 .AJLI/ FOUNDATION CONTR.�'0K'1UJd� REPORT NO. -94 DESIGN CAPACITY Z9 tons SUPERINTENDENT u^ OTHER ELEVATIONS: �GI, 0 GROUND SURFACE �� *�U PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF f 104 S TOP OF BEARING STRATA � eA. t I REFERENCE DATUM FXKi/r/6 Saki PILE TIP CI. -I TOP OF PRESSURE GROUTED SHAFT " t4, ;1 DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH e fl// o Qofi92U �✓ASLi. D: I _ .• u D: _%OD: rye REINFORCINC/CASING rc� / ���✓LH 5 GROUTING: DATE GROUTED TIME GROUTED flB20 REPRESENTATIVE GROUT CUBESSS�J G F� WATER CEMENT RATIO J DESIGN MIX: 47AI /bS CEMENT LBS WATER GAL. A! A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: IBEMiE CASING -60 /U € o:. PILE INSTALLATION AND ENCOUNTERED CONDITIONS : c ro <n � to Qy (3D11 C 2�FIJ o730 PILE NO. ifl mac„ nc /2lR FnL/L/TLI PROJECT r FILE NO. O C GZA Drilling, Inc. LOCATION T QlndtLL/% mA— INSPECTOR CHECKED BY�Y� ", WEATHER u0u4fy PILE TYPE DA%� CLIENT LENGTH GENERAL CONTR. T /e - 6A"'. j _ TEMPERATURE DIAMETER FOUNDATION CONTR._3•¢_�P/� REPORT NO. 33 DESIGN CAPACITY w Lons SUPERINTENDENT T. �4k.- OTHER ELEVATIONS: GROUND SURFACE _ PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF_ ^Al-HO•S TOP OF BEARING STRATA REFERENCE DATUM El75fi,J6 SLAG PILE TIP TOP OF PRESSURE GROUTED SHAFT �• / DRILLING: 0 Z DATE DRILLED Army 11175tL DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: _ WE DRILL CASING ID: _%-00: TOTAL DEPTH Z4 STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH _RFINFORCINWCASING tS� GROUTING: O� DATE GROUTED 1 f / k,o TIME GROUTED REPRESENTATIVE GROUT CUBES k G• _ WATER CEMENT RATIO DESIGN MIX. 9 �S CEMENT LBS A WATER GAL. N A ADMIXTURES AVERAGEPRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vthear REMARKS: TREMIE CASING Jr0�1L- /0 /• b xi 7 PILE INSTALLATION AND ENCOUNTERED CONDITIONS € 4 = < c r p <G c m call 4fi 1 rva-D. SA-io 0 4000 f*I Cog prZ4. 11010 GIX-I GZA Drilling, Inc. PROJECT LOCATION PILE NO. - z f FILE NO. 0 O I INSPECTOR - 10 CHECKED BY T&W CLIENT Go. WEATHER �'�= " PILE TYPE GENERAL CONTR._-jr e &AAJIAd TEMPERATURE LENGTH DIAMETER 'J / FOUNDATION CONTR. G REPORT NO. 32 DESIGN CAPACITY w tons SUPERINTENDENT r _ 4^ OTHER ELEVATIONS: — el o GROUND SURFACE " NI•'►/U PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ^ el' i/O' S TOP OF BEARING STRATA REFERENCEDATUM EY1Srir/6 ScAd PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: 8�23 /00 DATE DRILLED DRILL METHOD Q�1TSi` - TYPE CIRCULATION �AilFO./A/ BIT DIAMETER OD: _ DRILL CASING ID: ty, OD: N TOTAL DEPTH 24' STEEL: GRADE DIAMETER (ID/ODI AREA LENGTH GROUTING: RFINFORCING/CASING ZS DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES G '_ WATER CEMENT RATIOP� DESIGN MIX: CEMENT LBS WATER GAL. �— N A ADMIXTURES TREMIE CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor /� 6 REMARKS: %LE INSTALLATION AND ENCOUNTERED CONDITIONS . 0 c <o � 5 —_,&I- — `515. Af i6 MIN Am psr S vo-o, (�D 4 a 2411 /Soo Frcos %may Fcta/TN PILE NO. PROJECT ,r FILE NO. O 0 I G�I GZA Drilling, Inc. LOCATION ;(A 'M&VT4mA—� INsPECToR CHECKED 13Y_yT&W PILE TYPE DM �_ CLIENTCA��'• WEATHER rJOyu_ LENGTH 2'r GENERAL CONTR. T /e'en&ANLAI.I TEMPERATURE 703 DIAMETER 7 y-A&W FOUNDATION CONTRdt REPORT NO. 3/ DESIGN CAPACITY & tons SUPERINTENDENT 2QA^ OTHER ELEVATIONS: GROUND SURFACE P *It) PROTECTIVE CASING BOTTOM / PILE BUTT CUT-OFF G/ f to' S TOP OF BEARING STRATA REFERENCE DATUM ry1<r1d6 &AC3 PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: R Z3 0 DATE DRILLED p QorAeu TYPE CIRCULATION BIT DIAMETER OD: DRILL METRO -- �— CIS. _ M � � 7 GRILL CASING ID: OD: p,Qj/Onr/LS TOTAL DEPTH Qal to _ REINFORCING/CASING - STEEL: If (� DIAMETER (ID/OD)GRADE AREA LENGTH oiF PILE INSTALLATION AND ENCOUNTERED CONDITIONS F GROUTING: Z I00 DATE GROUTED ;0 TIME GROUTED 1450 REPRESENTATIVE GROUT CUBE WATER CEMENT RATIO DESIGN MIX: 9 GS CEMENT LBS WATER GAL. f��_ ADMIXTURES N A AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact r Vtheor REMARKS: TgEMIE CASING r 1410 C�'n5 MM 4W01, JA a 14 (" AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact r Vtheor REMARKS: TgEMIE CASING r 1410 C�'n5 MM 4W01, JA a 14 (" If PILE NO. L/ PROJECT El/-� mQ� rfy��L�/L/ FILE NO. 0 O I GPI Gzn Drilling, Inc. PROJECT NAl?R7d �� INSPECTOR TQZ CHECKED BYJle? PILE TYPE DMA CLIENT -T •S( `D. WEATHER �"fW"T LENGTH 2� GENERAL CONTR. T Cn uLAlf TEMPERATURE 7bS DIAMETER 7 .•/AIu/ FOUNDATION CONTR. 6 'Q�P/[l ^/L REPORT N0. DESIGN CAPACITY w tons SUPERINTENDENT OTHER ELEVATIONS: • ¢/. -I, O GROUND SURFACE ` * PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF- ^ / . TOP OF BEARING STRATA ~' REFERENCE DATUM EyKft IL+ SA6 PILE TIP TOP OF PRESSURE GROUTED SHAFT Gr. /• DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/ODI AREA LENGTH RFINFORCING/CASING _ 7 .r7 fF PILE INSTALLATION AND ENCOUNTERED CONDITIONS o <0 G.S. 1q GROUTING: Jw DATE GROUTED 3D TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5'5 Jq„1 L• - 3e DESIGN MIX: CEMENTL13S 9JI (AS 1p WATER GAL. p ADMIXTURES N A AVERAGE PRESSURE THEORETICAL VOI ACTUAL VOL. PLACED Vact / Vtheor REMARKS: IBME CASING /0 /• A Fri LIi"JIlmnls rv-0-0. s111-9 t r fs; 5ok) StJG// /f5 �/19l11 FL/L-/T/'I PILE NO.PROJECT �J G�I GZA Drilling, Inc. LOCATION r INSFILE ECT 0 0 LOCATION T Qmdy7Hi mA INSPECTOR _.7-•E�t->`y� CHECKED BY�[clr. PILE TYPE DQ2P CLIENT —T4 '°' / `O. WEATHER LENGTH GENERAL CONTR. r, &ANLAIJ TEMPERATURE �S DIAMETER '/^/u! FOUNDATION CONTR. 6Zq D'KP/CUAMI REPORT NO. 2 DESIGN CAPACITY Z9 tons SUPERINTENDENT OTHER ELEVATIONS: ...-e-1- p GROUND SURFACE PROTECTIVE CASING BOTTOM ^ i//•5 TOP OF BEAR`� G PILE BUTT CUT-OFF BEARING STRATA �l REFERENCE DATUM EYi<rf I b SLAG PILE TIP__ TOP OF PRESSURE GROUTED SHAFT_ DRILLING: DATE DRILLED METHOD ylZ5106 ;26m'2t/ l /JS/M DRILL TYPE CIRCULATION BIT DIAMETER : _�— ID DRILL CASING ID: u TOTAL DEPTH �Of�Ocj�p—�'�,— STEEL: GRADE DIAMETER (ID/ODI AREA LENGTH GROUTING: DATE GROUTED D TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO a5pG' DESIGN MIX: q 6S CEMENT LBS WATER GAL. ADMIXTURES N A TRFMIe CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: PILE INSTALLATION AND ENCOUNTERED CONDITIONS € ` r Rik r�4v�01 SZO� to QjDt� � ZR } Izl5 C�cai nc PILE NO. Z4 PROJECT ,�5 %' R Fu�i1i1 FILE NO. 0 0 GPIGzn Drilling, Inc.LOCATION �AIPh1dJ rJN, mA INSPECTOR �_ CHECKED BYTjt-Z, PILE TYPE DMA CUENTt N CO. WEATHER U�IY— LENGTH ZIOV GENERAL CONTR. I - lAAJIAF1 TEMPERATURE 70S DIAMETER 7'/1/u/ FOUNDATION CONTR.QEw&l REPORT NO. 1� DESIGN CAPACITY k tons SUPERINTENDENT`— OTHER ELEVATIONS: el. O + PROTECTIVE ^ GROUND SURFACE E CASING BOTTOM GI. D PILE BUTT CUT-OFF ^ t/.4. TOP OF BEARING STRATA REFERENCEDATUM E/1S>idd Sulfa PILE TIP L^1C' � TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (IDIOD) AREA LENGTH 00 ODto Do: : _ u ?h REINFORCING/CASING GU zS GROUTING: $IZ51 00 DATE GROUTED ( oo TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5• DESIGN MIX: 9V lbs CEMENT LBS WATER GAL. N A ADMIXTURES IHEMIE CASING AVERAGE PRESSURE 59 THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor I, 4 REMARKS: ai W cPILE INSTALLATION AND ENCOUNTERED CONDITIONS d 5 f— — — 10 oels /icl wI I IN 4000 I' 1016to,f PILE NO. Ica mac// 10 //nQ� Fc/4%ram PROJECT +� � FILE NO. O O / 0-9�I GZA Drilling, Inc. LOCATION NAP �, mA INSPECTOR �YQ-�» CHECKED BY_a,[t!L PILE TYPE DR%A CLIENT LENGTH Z4' GENERAL COI DIAMETER /A/L// FOUNDATION DESIGN CAPACITY Z9 Ions SUPERINTENE WEATHER U�_ TEMPERATURE '705 REPORT NO. 27 OTHER ELEVATIONS: — Gl , Q GROUND SURFACE " t � */U PROTECTIVE CASING BOTTOM GI• +IDES TOP OF BEARING STRATA_ G1. D PILE BUTT CUT-OFF ,t —14 REFERENCE DATUM F�'/�T/dli SLA95 PILE TIP MGI TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH $ 2✓ 0 QOfR2U /✓/7SF - /Ah— 2�AL— OD: _ u ID: 2) RFINFORCING/CASING 14D d. % % _ 2S' T X PILE INSTALLATION AND ENCOUNTERED CONDITIONS c n <o 5 s=' / — I0 aer,�A//G1 GROUTING: g�23�0D DATE GROUTED 11 10 3fl TIME GROUTED _ REPRESENTATIVE GROUT CUBES`( C � WATER CEMENT RATIO 5• t 3S DESIGN MIX: 47AI lbs CEMENT LBS _ �p WATER GAL. N A ADMIXTURES t. AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact ! Vtheor REMARKS: TR MI ECASING .s * B %1tb" I 104o w/Bn 6O'15 ►i %o 4vov PSlcno /jAyo4 ' 1105 G Zq�} PILE NO. s / c�c/, nc /maf FnLI4%JLI FILE NO. ZA Drilling, Inc. PROJECT r GINSPEECTCT 0 o f LOCATION T ,QpTdc/7I{' mA.— INSPECTOR - TQ,Z CHECKED BYJIM PILE TYPE D/YJA CLIENT-mLe-1C Al Co, WEATHER LENGTH 2Q GENERAL CONTR._.T/e lIUJLAhf_ TEMPERATURE S DIAMETER) J�uJ FOUNDATION CONTR. G i REPORT N0. DESIGN CAPACITY 29 tons SUPERINTENDENT J• �gw+ OTHER ELEVATIONS: �• C ` *JU PROTECTIVE CASING BOTTOM GROUND SURFACE ^ PILE BUTT CUT-OFF_ fA 11OS . TOP OF BEARING STRATA 4 eA - i4 REFERENCE DATUM rZ6111" & A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT GI• DRILLING: 8',13�do DATE DRILLED DRILL METHOD QQf=Ts�[ TYPE CIRCULATION /Amrio-4aJ BIT DIAMETER D: I — DRILL CASING D: —_OD: � N TOTAL DEPTH REINFORCING/CASING STEEL: GRADE U DIAMETER (10/ODI AREA LENGTH 2S GROUTING: 1Z31� DATE GROUTED TIME GROUTED I DIS REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO ?'S�''� L_T _ DESIGN MIX: g bS CEMENT LBS A WATER GAL. N A ADMIXTURES TREMIE CASING AVERAGE PRESSURE -'50 0-,1 — THEORETICAL VOL. (n Y ACTUAL VOL. PLACED /D Vact J Vtheor /' b REMARKS: PILE INSTALLATION AND ENCOUNTERED CONDITIONS o <o as. JpB O.ti15A7 Fitt_ �5/ts W _ 'D2GA�t�' MitJ AoW iS i=- PSI c4a&x CarFraLt� de VO-�• 79 � Jw w 50 1000 c�c„ nc /Tg Fac/c %� PILE NO. �a PROJECT +r r FILE NO. O 0 GPI GZA Drilling, Inc. LOCATION yA? /� mA _ INSPECTOR_ CHECKEDBY PILE TYPE DMA CLIENT��/� Q J Co, WEATHER LENGTH 11L GENERAL CONTR. _re. &ANLAd _ TEMPERATURE 40� DIAMETER /^/ FOUNDATION CONTR. G ��/ LJdC REPORT NO. 2S DESIGN CAPACITY Z9 tons SUPERINTENDENT e^ OTHER ELEVATIONS: +G�. O GROUND SURFACE Z_e_L+Lo _ PROTECTIVE CASING BOTTOM 4� PILE BUTT CUT-OFF,_ " G/ fi/0'S TOP OF 8EARING STRATA < `/ —/ REFERENCE DATUM_ 1624111d6 _<wLA15 PILE TIP TOP OF PRESSURE GROUTED SHAFT ' �• DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (IDIOD) AREA LENGTH 045�O0 Qc�A2u t✓nSLL OD: ID: _ADD: 24' gFINFORC W G/CASING n 0,79 GROUTING: pA_s/0o DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES � 2 e_I WATER CEMENT RATIO — DESIGN MIX: 9 6S CEMENT LBS WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE CASING 9S AI € PILE INSTALLATION AND ENCOUNTERED CONDITIONS f o <o its Dozo S F// � /,QOn.�JrLS 10 PC,% e t a PILE NO. - z 7 PROJECT ,+Elcos /mal FAG/a;I FILE NO. G O GZA Drilling, Inc. LOCATION NRa Nr /YIA _ INSPECTOR ,TO! CHECKED BYT&M PILE TYPE DMA CLIENT -T N GO. WEATHER LENGTH 2d GENERAL CONTR. % e. tANtn1l TEMPERATURE GO_S DIAMETER % /^/ FOUNDATION CONTR. G D�/w^1�� REPORT NO. DESIGN CAPACITY w to2s SUPERINTENDENT w OTHER ELEVATIONS. •GI• O GROUND SURFACE PROTECTIVE CASING BOTTOM ^ /' n PILE BUTT CUT-OFF 1 �' S TOP OF BEARING STRATA _ w _ 14 REFERENCE DATUM E//Srf d 6 StA6 PILE TIP TOP OF PRESSURE GROUTED SHAD DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/001 AREA LENGTH Q�fvTSLL /AfTEP�/A! M OD: ID: ��OD: �� 24' RFINFORCING/CASING GROUTING: p�Woo DATE GROUTED OBOO TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO — DESIGN MIX: CEMENT LBS �� A WATER GAL. M ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL PLACED Vact / Vtheor REMARKS: j$EA11E��- i PILE INSTALLATION AND ENCOUNTERED CONDITIONS = f �eF -o so i 5 D�al`/!ts aB fA44 - o7co &Vb CoS1� -MI/.1 400D psl G &,A a 20 GZA Drilling, Inc. PROJECT G�I LOCATION PILE NO. ti FILE NO. - &WoA O / INSPECTOR , TOE CHECKED BYTI�L7 PILE TYPE CUENT J. t .SC Go. WEATHER cle4.— LENGTH . GENERAL CONTR. % A�lLAI.i TEMPERATURE 70.s DIAMETER 'J */Al"l FOUNDATION CONTR._6_Z9�4q /"jfit 2. REPORT NO. Z.3 DESIGN CAPACITY '9 tons SUPERINTENDENT �• i!/aN OTHER ELEVATIONS: GROUND SURFACE't.+fQ PROTECTIVE CASING BOTTOM n +/ TOP OF BEARING E� PILE BUTT CUT-OFF' RING STRATA G� _�� REFERENCEDATUM EyKrjfdb ScAC5 PILE TIP TOP OF PRESSURE GROUTED SHAFT ^ 61 DRILLING: DATE DRILLED DRILL METHOD Q ti1AS� TYPE CIRCULATION BIT DIAMETER OD: _ ~ DRILL CASING ID: OD��� TOTAL DEPTH 'vj/� STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH GROUTING: RFINFORCING/CASING _ L.1 / -1NL/1 _ a79 tS' DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO A/ DESIGN MIX: 9 GS CEMENT LEIS WATER GAL. ADMIXTURES N A AVERAGE PRESSURE TREMIE CASING — THEORETICAL VOL. ' ACTUAL VOL. PLACED A Vact / Vtheor REMARKS: RE i PILE INSTALLATION AND ENCOUNTERED CONDITIONS Rf 7 € N. _O�GRn/rLS rrO-O. 519 l JG re; Gaour I G,cu ns //))R� Fna�irr-� PILE NO. GZA Drilling, Inc. PROJECT mA r IN P INSNO.PECTOR D G LOCATION y/gQ INSPECTOR Tjt-E CHECKED BY� -re WEATHER G�GAr2 PILE TYPE DMA CLIENTS LENGTH 2� GENERAL CONTR. T e. � Aal A4 _ TEMPERATURE - DIAMETER) ��L// FOUNDATION CONTR. G '���w��REPORT NO. �Z DESIGN CAPACITY w tons SUPERINTENDENT" OTHER ELEVATIONS: GROUND SURFACE to PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF' ^ G/. i/O TOP OF BEARING STRATA_ REFERENCE DATUM F/tSTirlb ScACi PILE TIP_ TOP OF PRESSURE GROUTED SHAFT GI• y DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (IDIODI AREA LENGTH O/zz/.0 �mea ljlsff lwrF2"JAL D: I D: ZN' � •• � c9P.[ .0 GROUTING: DATE GROUTED ��CS TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 557YL'� _ DESIGN MIX: g �S CEMENT LBS WATER GAL. N A ADMIXTURES TRFMIE CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: `< PILE INSTALLATION AND ENCOUNTERED CONDITIONS = e F s <o a.s. T? 10 p(ttnrliG,S PS�Aoco g.wl boll a 24'= lgzo PILE NO. �IEILaS /may Fc/ =1inf FlLENO. �O C GZA Drilling, Inc. PROJECT MA — LOCATION c'IAR H, INSPECTOR yZf� CHECKED BY_s%M PILE TYPE DMA CLIENT�eANLd Gr'' WEATHER LENGTH Zy� GENERAL CONTR. re WAAJIAIJ TEMPERATURE 70S DIAMETER `J FOUNDATION CONTR.Z QR/�dt� REPORT NO. 2� DESIGN CAPACITY & &tons SUPERINTENDENT 1 ^ OTHER ELEVATIONS: GROUND SURFACE ` I•►/y PROTECTIVE CASING BOTTOM _ G/ PILE BUTT CUT-OFF G� /D TOP OF BEARING STRATA,_ a e_1 REFERENCE DATUM E/�Srr►JG SLAG PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: TOTAL DEPTH STEEL: GRADE DIAMETER IIO/OD) AREA LENGTH RFINFORCINGtCASING .0 GROUTING: DATE GROUTED O TIME GROUTED G �/ REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 5 DESIGN MIX: MIX: 9V 14&5 CEMENT LBS _ A WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE�CASING 9 A F x€ L PILE INSTALLATION AND ENCOUNTERED CONDITIONS : Sa'ID� 3r$ acs# ! [tow GNw [310 cLc„ nt /mRl Fuc irI.1 PILE NO. PROJECT �•�.----_ .r FILE No. O el cfzxI GZA Drilling, Inc. LOCATION _ L/AQM �, mA--- INSPECTOR - TQZ CHECKED BY_sTtM PILE TYPE D/NA CLIENT ✓-&L GG' WEATHER u0l/cry LENGTH Zy� GENERgICONTR. Te-CAAJLAd TEMPERATURE 7V�S DIAMETER % *IAIM FOUNDATION CONTR./77�n_b9 dfF -Ilti_ REPORT No. 20 DESIGN CAPACITY Z!J tons SUPERINTENDENT OTHER ELEVATIONS: tee/. p GROUND SURFACE " •�'�J�L? PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ^ � +�O TOP OF BEARING STRATA L, REFERENCE DATUM E/iSfiht& St/ICi PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: GATE DRILLED � DRILL METHOD QD1Aeu [✓AS}� TYPE CIRCULATION /— BIT DIAMETER OD: _ DRILL CASING ID: —_.00: N TOTAL DEPTH 2Nr STEEL: GRADE DIAMETER (IDIOD) AREA LENGTH RFINFORCING/CASING �iD a. �9 GROUTING: If�Q2�� DATE GROUTED TIME GROUTED JZs�o REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO �= - DESIGN MIX: CEMENT LES WATER GAL. N A ADMIXTURES THEMIE CASING AVERAGE PRESSURE -4c;- THEORETICAL VOL. ACTUAL VOL. PLACED Vact J Vtheor REMARKS: € I PILE INSTALLATION AND ENCOUNTERED CONDITIONS 0 4E. APGAN%CI IO V�' Q S&I'D l 12�0y( e %A`a r Mv1 AWi) 17se PILE NO. G�I GZA Drilling, Inc LOCATION PROJECT ,$NE/COSFMG�tt itL1 FILE NO. O a TR&2A&tl�� mA - INSPECTOR ,/ CHECKED BY y7C� PILE TYPE MAO CLIENT —TA a IL G6, WEATHER P. G/pv-014' LENGTH ItI GENERAL CONTR. -r e.�.Sa&ANLAhI TEMPERATURE %OS DIAMETER a -/NU/ FOUNDATION CONTR___ Q4?11d-Jd t7 REPORT NO. /9 DESIGN CAPACITY w 102s SUPERINTENDENT C4Aw OTHER ELEVATIONS: G f GROUND SURFACE [ ~/U PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ' e�l 4/O TOP OF BEARING STRATA REFERENCE DATUM F/JSti►/b SLAM PILE TIP TOP OF PRESSURE GROUTED SHAFT ^ GI. Ll DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (IDIOD1 AREA LENGTH GROUTING: bko0 QD>'/�2u l✓gSt� OD: _ M u ID: _E�OD: 2� FIFINFORCIN JCS ASING /lop / ��r✓LH Cj. 79 DATE GROUTED g/swao TIME GROUTED 11410 _ REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO SS ~/ �_ — DESIGN MIX: g �S CEMENT LOS Af WATER GAL. N R ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TR MIE CASING �O• ,( 0 v PILE INSTALLATION AND ENCOUNTERED CONDITIONS = F i g 10 u ///v '/E— �a ranicS —II I F `eci to -01" 4cno- Psl 6rzoOT unjtal�'7<r- &W E 2.q,0. C.�cli nc fM21 FdL/[ %i-I PILE NO. 3y G�I GZA Drilling, Inc. PROJECT r INSFILE ECT O a LOCATION �ARMdeIrE[, MA INSPECTOR CHECKED BY�[L=(G, T,,�/ S�'• Gn. WEATHER I-c loyal PILE TYPE DMA CLIENT�� LENGTH Z� GENERAL CONTR. T e- AalAd TEMPERATURE 70'5 DIAMETER 7'141u0 FOUNDATION CONTR.Vi_;Zq 'Q �' 6 REPORT NO. 18 DESIGN CAPACITY Z9 tons SUPERINTENDENT J_ 04a.t OTHER ELEVATIONS: , cl. D GROUND SURFACE PROTECTIVE CASING BOTTOM - el. PILE BUTT CUT-OFF TOP OF BEARING STRATA REFERENCE DATUM FXrSTir/6 &A6 PILE TIP c�' TOP OF PRESSURE GROUTED SHAFT ' S/• 3 DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION SIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH 8/m/m �ineit 1JAW 1AirF0014L OD:. a ~ N ID: OD: RFINFORCING/CASING /In / -.wt I 0,79 u T X PILE INSTALLATION AND ENCOUNTERED CONDITIONS = a A; r!5At4 ZS GROUTING: h7lT' DATE GROUTED A0 TIME GROUTED 0� REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO �x' - DESIGN MIX: CEMENT LEIS WATER GAL. ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact/ Vtheor REMARKS: 100O �sG�.�i r. pw gp� c 21t � 1040 PILE NO. GPI PROJECT SIE105 f219 tn_! 'r►� FILE NO. Gzn Drilling, Inc.TOR O O LOCATION T R/!7 /Y!A CHECKED BY_sZt� PILE TYPE DMA CLIENT/ CO. WEATHER LENGTH Zyr GENERAL CONTR. T e lwvLAIJ TEMPERATURE DIAMETER 71IM60 FOUNDATION CONTR. G O�iw�1L, REPORT NO. DESIGN CAPACITY ZO tons SUPERINTENDENT w` OTHER ELEVATIONS: _a. ._J GROUND SURFACE " .I•*/U PROTECTIVE CASING BOTTOM Al PILE BUTT CUT-OFF ^ GI i 10. TOP OF BEARING STRATA _ a.- REFERENCE DATUM E/J5fir1G SLAG PILE TIP_ TOP OF PRESSURE GROUTED SHAFT ^ GI• J/ DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH /AifF/�nll�t_ _ OD: D. OD: 2y' RFINFORCINClCASING GROUTING: DATE GROUTED TIME GROUTED n9�i0 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO aI GF_ DESIGN MIX: g GS CEMENT LBS WATER GAL. ADMIXTURES N A AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: PILE INSTALLATION AND ENCOUNTERED CONDITIONS -w 0 &e ' -6S/b^ C<S- n M I>J ro°.'m' .BOF/ e 2y, PILE NO. Gzx—I LOCATION A GZA Drilling, Inc. PROJECT IE/L QI FUL ilLl FILE ECT LiIP � mA--- INSPECTOR �Q� CHECKED BYT&W '5'e Go. WEATHER Q, Cfo PILE TYPE Dn%A CLIENT �,� LENGTH 1 GENERAL CONTR. . � lII/JLAIJ TEMPERATURE 601 DIAMETER FOUNDATION CONTR.OI'/LLJ�1Ci REPORT NO. DESIGN CAPACITY & &tons SUPERINTENDENT —71 Q. OTHER ' ELEVATIONS: rj 1S GROUND SURFACE * PROTECTIVE CASING BOTTOM �- G . G� PILE BUTT CUT-OFF -Za TOP OF BEARING STRATA REFERENCE DATUM E214f/1J1 _9A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT ^ j DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER OD: DRILL CASING ID: TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH GROUTING: RFINFORCING/CASING //U / � �. _9 7� DATE GROUTED TIME GROUTED n� REPRESENTATIVE GROUT CUBES 67 %/` WATER CEMENT RATIO � —' — DESIGN MIX: 9 GS CEMENT LBS _ WATER GAL. AI ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: THEMI CASING .]r'O f; D• f x: € PILE INSTALLATION AND ENCOUNTERED CONDITIONS 3 : ` /na► Fnti � ua%nc FILE NO.1<OdOPROJECT aG/I cgzxI GZA Drilling, Inc. LOCATION ;IAA - INSPECTOR - TOZ CHECKED BYY&M ��,,�� ��'' GD. WEATHER eAfow, PILE TYPE DMA CUENT�tAN� GO s �^ LENGTH Z`�� GENERAL CONTR. T /C7nSlR�IL!!hI TEMPERATURE DIAMETER n- - a'IIJuI FOUNDATIONCONTR._�406"LYd REPORT NO. /s DESIGN CAPACITY Z9 tons SUPERINTENDENT T/ (�'!t^ OTHER ELEVATIONS: „d ♦S GROUND SURFACE '- P.I•+ld PROTECTIVE CASING BOTTOM `y PILE BUTT CUT-OFF' "U j Io TOP OF BEARING STRATA _ ^ U REFERENCE DATUM 16MO if SLAG PILE TIP TOP OF PRESSURE GROUTED SHAFT -e DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER IID/ODI AREA LENGTH r PILE INSTALLATION AND ENCOUNTERED CONDITIONS E f r Do: — — — p./ I, RFINFORCING/CASING 1iU r r,;? ps, .•.+� H — N .l0 �r►�ITi� GROUTING: DATE GROUTED .r/u//• TIME GROUTED Gflo REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO/1• f• DESIGN MIX: g �S CEMENT LEIS WATER GAL. N n ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact I Vtheor REMARKS: TREMIE CASING .rlO�sL_ & 5� 9 SJErc05 /may Fc/girt-� PILE NO. PROJECT y� r FILE NO. 0 O 1 GZA Drilling, Inc. LOCATION T aMd/{,� INSPECTOR � GPI -�-v.� CHECKED BYTC(C PILE TYPE DMA CLIENT �! LENGTH GENERAL COt DIAMETER /� FOUNDATION DESIGN CAPACITY 70 tons SUPERINTENE ( Go. WEATHER C_'"r' :AA Ad TEMPERATURE 7015 40!'/[1&1Ci_ REPORT NO. 1A e4av% OTHER ELEVATIONS: e-1. S • GROUND SURFACE Z .*/O _ PROTECTIVE CASING BOTTOM `G1 4 PILE BUTT CUT-OFF Gl +IO •S TOP OF BEARING STRATA,_ REFERENCE DATUM ,_ryl<rfd1f _&.A!3 PILE TIP TOP OF PRESSURE GROUTED SHAFT G1• ►F DRILLING:/y/w DATE DRILLED DRILL METHOD QOmA2tl l✓/JSIL TYPE CIRCULATION /— rE ��/ BIT DIAMETER OD: _ ~ DRILL CASING TOTAL DEPTH Z 4 • STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH RR Ih�G/CASING //t) / -tr/LH GROUTING: DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO S•S e/ t_• _ DESIGN MIX: % iiS CEMENT LBS A WATER GAL. N A ADMIXTURES TREMIE CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: o PILE INSTALLATION AND ENCOUNTERED CONDITIONS t 8 Pa:o� 45. D-5/�• r� wScrptC us•7 to C Hquoo Ps ae1�� � J Ntal � ct••ir��12� &g c 2H I 0' �; I PILE NO. PROJECT ,YrE�LOS �MR� FL/L-� FlL� NO. 0 O GPIGzn Drilling, Inc. LOCATION �QMdc/rH,, "� — INSPECTOR . T-O�-y� CHECKED BY T& PILE TYPE DMA CLIENT �e 1L&t4 CG' WEATHER GL.1✓ LENGTH 2y I GENERAL CONTR. -r�, Se^�LAfJ _ TEMPERATURE �O�S DIAMETER �NL!/ FOUNDATION CONTR./_SL PZL' l do( REPORT NO. I.3 DESIGN CAPACITY 70 tons SUPERINTENDENT f q"N OTHER ELEVATIONS: , e_l GROUND SURFACE - eI */L) PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF_ TOP OF BEARING STRATA "P_�' k REFERENCEDATUM F//Stir/[, SLAG PILE TIP TOP OF PRESSURE GROUTED SHAFT "f1 4 DRILLING: DATE DRILLED I�° DRILL METHOD 'emAde�szz TYPE CIRCULATION lyrin .J171 BIT DIAMETER OD: DRILL CASING ID: u TOTAL DEPTH Z� STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH REINFORCING/CASING ro 0,79 _— 4C GROUTING: DATE GROUTED 51911nn TIME GROUTED 1510 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO -I DESIGN MIX: g �S CEMENT LBS WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE CASING 10 b . I.Sb ;o w �?F PILE INSTALLATION AND ENCOUNTERED CONDITIONS t so 1. (� vcas 1430 SoA a 24! ,�N 1_05 /InQ� FL/L11T9 PILE NO. 4r� PROJECT r FILE NO. O O J GPI GZA Drilling, Inc. LOCATION (AINSPECTOR _sue CHECKED BY�C� PILE TYPE DmA CLIENTS N co, WEATHER LENGTH Z4� GENERAL CONTR. T lANGAIJ_ TEMPERATURE %dS .O!/LLJ�1Ci �2 DIAMETER % :/�� FOUNDATION CONTR._Sc_ REPORT NO. DESIGN CAPACITY 7J9 tons SUPERINTENDENT ,tn OTHER ELEVATIONS: GROUND SURFACE PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF' "C� ;/0'S TOP OF BEARING STRATA REFERENCE DATUM E!lSnr/la SLAG PILE TIP TOP OF PRESSURE GROUTED SHAFT DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (IDIODI AREA LENGTH /AI7F2w!/iL OD: ID: _% .•OD: u RFINFORCINOICASING rr� 0,79 GROUTING: DATE GROUTED I�IOS TIME GROUTED REPRESENTATIVE GROUT CUBES 13'IS WATER CEMENT RATIO 5•S A% a _ DESIGN MIX: 9 �S CEMENT LBS �! A WATER GAL. AI A ADMIXTURES IREMM CASING AVERAGE PRESSURE 41-- THEORETICAL VOL. ACTUAL VOL. PLACED �� �• Vact / Vtheor REMARKS: o$. PILE INSTALLATION AND ENCOUNTERED CONDITIONS WEi; i fdf 0l26A t-j �l S /rr wii►1 -40M TS' yw� L Iwo ea VA t24' i PILE NO. - y� ��I GZA Drilling, Inc. PROJECT ,SaEa� FnL/LJ7�1 INS ECT 0 O LOCATION NAQMD , mA INSPECTOR �� CHECKED BY T&W PILE TYPE D/NA CLIENT —Tl�• .SCetJitlw/ GO. WEATHER Llegi LENGTH GENERAL CONTR. _-re. &AOIAd TEMPERATURE 7y 5 DIAMETER FOUNDATIONCONTR.� •1./�(j 4Qe1LlJf (i REPORT NO. .—! DESIGN CAPACITY L9 tons SUPERINTENDENT J a4* OTHER ELEVATIONS. S r GROUND SURFACE " @• * /U PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFFf/0.5' TOP OF BEARING STRATA,_ REFERENCE DATUM E/lSfidtl S A6 PILE TIP TOP OF PRESSURE GROUTED SHAFT_ �' H DRILLING: /il//00 DATE DRILLED METHOD DRILL TYPE CIRCULATION _&rIT'S/ BIT DIAMETER OD: _ — DRILLCASING ID: _�• OD: u TOTAL DEPTH f4 STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH RF'• RruNc/� ING 11D 9 i GROUTING: DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO 6.47 DESIGN MIX: g �S CEMENT LEIS WATER GAL. ADMIXTURES N A IIIE1171E CASING AVERAGE PRESSURE 5— THEORETICAL VOL ' i L' F ACTUAL VOL. PLACED • SG• ' Vact / Vtheor REMARKS: xg PILE INSTALLATION AND ENCOUNTERED CONDITIONS ro �o i rs_ � � 2 ('spsn I D2yAw'L.S c.,1 p� iilC// AS PILE NO. '4rt /may FaG/L%Tt-1 GZA Drilling, Inc. PROJECT �W MA � FILE ECT O O l LOCATION T QMd � INSPECTOR TQ�-Z[.� CHECKED BY 71 ( T CD. WEATHER GIe'.r PILE TYPE —�p� CLIENT -'fl•s LENGTH [_ ' GENERAL CONTR. T � LANL!!! I _TEMPERATURE Y_LN FOUNDATION . 6 i��E'�LIJd REPORT NO. to DIAMETER CONTR DESIGN CAPACITY ZO tons SUPERINTENDENT S 9- OTHER ELEVATIONS: �• GROUND SURFACE * PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFFTOP OF BEARING STRATA ' _ 4/ REFERENCE DATUM ryXf1 6 &ACi PILE TIP ; TOP OF PRESSURE GROUTED SHAFT DRILLING: QI DO DATE DRILLED DRILL METHOD xzrljASIL TYPE CIRCULATION - BIT DIAMETER OD: _— 7—•er — DRILL CASING ID: : TOTAL DEPTH ZA STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH RFINFORCING/CASING D _ 0,79 25' GROUTING: DATE GROUTED TIME GROUTED I200 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO a5 . c_. _ DESIGN MIX: 9 bS CEMENT LEIS WATER GAL. A/ ADMIXTURES_ TRFmIE CASING AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED �� l • { Vact J Vtheor REMARKS: € PILE INSTALLATION AND ENCOUNTERED CONDITIONS I w 7 s I c � ro io � "So ' (oSls�.�•S $40 two, rl Cewir►,. Z[� NH 42 mI PILE NO. G�I21 ROJECT 2cL05 %/1 g FG/`iTLI SIX NO. 0 0 GZA Drilling, Inc.Ina LOCATION QMdfLi'� AAA INSPECTOR . 1©y!� CHECKED BY-�_y[ry PILE TYPE DMP CLIENT CANtA fj' WEATHER "1"1 LENGTH GENERALCONTR. &AalAhl TEMPERATURE 7 69 DIAMETER FOUNDATION CONTR. REPORT N0. 9 DESIGN CAPACITY w tons SUPERINTENDENT O OTHER ELEVATIONS: G�• 5' r GROUND SURFACE " '1 */Ci PROTECTIVE CASING BOTTOM G/ N — PILF E BUTT CUT-OFF TOP OF BEARING STRATA_ G/ I/yam REFERENCEDATUM,_El/Sfi► li SLAG PILE TIP TOP OF PRESSURE GROUTED SHAFT G Al DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH GROUTING: 8�-/�00 ml SIL OD: _ ID: V, RFINFORCING/CASING bU �• 79 DATE GROUTED TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO • .j — DESIGN MIX: 'IV his CEMENT LBS A WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact I Vtheor REMARKS: TREMIE CASING /D c• . �Sb € PILE INSTALLATION AND ENCOUNTERED CONDITIONS I I W a o <o ys. 8 2¢SAE � Mtn 4000 x' 40 a 45 vw n' zo�A e ma's PILE NO. L-s PROJECT ,S�EIr-�s /mad Fnaa%r;/ FILE NO - &4,08, O 1 GzxI GZA Drilling, Inc. LOCATION 51ARMd9rJ4mA - INSPECTOR _,z0 CHECKED BY ji-W PILE TYPE DMA CLIENT�C"&YJ�4 Lb' WEATHER LENGTH 2� GENERAL CONTR. T Sli1i7L/!hI _TEMPERATURE -1 cps DIAMETER _/ */n1W1 FOUNDATION CONTR. /L REPORT N0. _ DESIGN CAPACITY 70 tons SUPERINTENDENT _�A� OTHER ELEVATIONS: Gl, S•./ GROUND SURFACE PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF ' 61• 1410, 5 TOP OF BEARING STRATA _ 4 mil.-Iq i REFERENCE DATUM _F/JSridli SiA13 PILE TIP TOP OF PRESSURE GROUTED SHAFT U. A+� DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH g /21/co �fAoe!l IJ459 /AfrFO_nJ41- _ OD: _ 17 ~ G N RFINFORCING/CASING 1fQ GROUTING: DATE GROUTED - SIP/Lop TIME GROUTED �950 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO SS /c• _ DESIGN MIX: CEMENT LEIS WATER GAL. ADMIXTURES N A TREMI CASING AVERAGE PRESSURE 50P4i-- THEORETICAL VOL. �1 10'` ACTUAL VOL. PLACED G,{ Vact 1 Vtheor /�Sb REMARKS: € K %LE INSTALLATION AND ENCOUNTERED CONDITIONS s <o r.s. E/!60✓n /rro IF GJOOG , �G6/_ : %►aM 'L/_ L 0 */ l•1 �ot10 pat &Way 4 YZ.Lt oR'lo epIk e 24' �{iEILOS I F FL/L/it'J PILE NO. G�I GZA Drilling, Inc. PROJLOCATION A ♦ FILE NO.EcT 0 0 LOCATION NARMd /��- INSPECTOR . Tel CHECKED BY7C�Z PILE TYPE 0 CUENT L�,t;J�L.q�/`�C O� WEATHER GENERAL CONTR. - �AULAIf TEMPERATURE 7o S LENGTH /. DIAMETER % "/� FOUNDATION CONTR. �40!E' ( REPORT NO. 7 DESIGN CAPACITY ZO tons SUPERINTENDENT S � — OTHER ELEVATIONS: a1. 5 `/ GROUND SURFACE " eI */U _ PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF -GI. 4 10 TOP OF BEARING STRATA _ 6l • +� REFERENCE DATUM FYKT/r/G SLAG PILE TIP el TOP OF PRESSURE GROUTED SHAFT GI. 4 •% DRILLING: DATE DRILLED"21 DRILL METHOD TYPE CIRCULATION BIT DIAMETER D: _ I ORlll CASING D: --OD: � TOTAL DEPTH 2 STEEL: GRADE DIAMETER IID/001 AREA LENGTH RFINFORCING/_ CASING GU / -114LH 25' GROUTING: 6•'LI"00 DATE GROUTED 0040 TIME GROUTED REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: 91.1 lbs CEMENT LEIS _ WATER GAL. rA A ADMIXTURES TREmIE CASING 50/"S— AVERAGE PRESSURE THEORETICAL VOL. t •A . ACTUAL VOL. PLACED 1 O �. Vact / Vtheor 1.5L REMARKS: u 40 pe FA x PILE INSTALLATION AND ENCOUNTERED CONDITIONS F 00_C�AriMl.S _ CQo f 4.1, [,,y�rTEttfb NOOO M 0/5' Us�yLi 1• M� P. bp►1 @ 24 ± . II Cuvii ns /MR I FciL �T �1 FILE No. o 0 PROJECT /4 �%+ �_ cz�I GZA Drilling, Inc. LOCATION T /2mdu sN, A7A - INSPECTOR , 1,0Z CHECKED BY-Tiw -�,� �' CD. WEATHER PILE TYPE DM`A CUENT�eq�L.� ►— LENGTH Z7r GENERAL CONTR. T ` . �REPORT O t Ad TEMPERATURE S DIAMETER 7'/AIu/ FOUNDATION CONTR. �_ DESIGN CAPACITY Z9 tons SUPERINTENDENT S Qe-494 '1 OTHER ELEVATIONS: G( S GROUND SURFACE " t+fo _ PROTECTIVE CASING BOTTOM �( PILE BUTT CUT-OFF, - eA. 4-10 ' TOP OF BEARING STRATA_ REFERENCE DATUM _E/1{>r rI fJ StJI� PILE TIP G1. 14 f/. TOP OF PRESSURE GROUTED SHAFT �' sA- / DRILLING: DATE DRILLED ���$ DRILL METHOD QD>'AQ(/ L✓ASt{, —"T TYPE CIRCULATION /A/lE/lI.J L_ BIT DIAMETER OD: _ DRILL CASING ID: _FOOD: TOTAL DEPTH L� STEEL: GRADE DIAMETER (ID/ODI AREA LENGTH RFINFORCING/CASING leD _ 0,79 2S GROUTING: 8rlal� 1 DATE GROUTED TIME GROUTED 15� REPRESENTATIVE GROUT CUBES 1'i2 WATER CEMENT RATIO�G. T• - DESIGN MIX: 9 AS CEMENT LEIS WATER GAL. N A ADMIXTURES AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact ! Vtheor REMARKS: /. TREMIE CASING r. & H x PILE INSTALLATION AND ENCOUNTERED CONDITIONS = g € G.S. s 0 2F+6Arz 144$ OQfi4w.N(,/j � 1504 a 241 PILE NO. � G�I GZA Drilling, Inc. PROJECTE�L°5 /mR/ FL/��r� FILE No. o n LOCATION T QMda ni MA INSPECTOR CHECKED BY.yZt� PILE TYPE DIYIA - CLIENT GO. WEATHER P• GIoVOy LENGTH + GENERAL CONTR. _re, Se,4AJLA1J TEMPERATURE IO S DIAMETER %'/^/ FOUNDATION CONTR. G (�A'/LLJ�ICi REPORT NO. S DESIGN CAPACITY 71) tons SUPERINTENDENT a aA OTHER ELEVATIONS: GROUND SURFACE A */U PROTECTIVE CASING BOTTOM GI' S - PILE BUTT CUT-OFF ' GI• +-to TPP OF BEARING STRATA �I' 4 REFERENCE DATUM 'ry6ridif -&-A6 PILE TIP - TOP OF PRESSURE GROUTED SHAFT—j<-I - .i `- DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER Do: DRILL CASING ID: TOTAL DEPTH STEEL: GRADE DIAMETER IIDIODI AREA LENGTH REINFORCING/CASING ,L1 Z GROUTING: gIr$�oO DATE GROUTED TIME GROUTED 1ASO REPRESENTATIVE GROUT CUBES ' WATER CEMENT RATIO S PAR. - DESIGN MIX: 9AI GS CEMENT LEIS WATER GAL. ADMIXTURES N A AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE CASING 7Z PILE INSTALLATION AND ENCOUNTERED CONDITIONS = 6 F a <o C( %)z sa•-lo� w 7a w w low J'�.-a-t/'-/.' r 1' AwO t-y &0 a A 4 1 . G�cu nS //Y►RI Fc/LiJLI PILE NO. ++ PROJECT r FILE NO. 0 0 GPI GZA Drilling, Inc. LOCATION NARMdJ ,� INSPECTOR -TO! CHECKED BYjeM ' / GO. WEATHER ` 1 �`�+ PILE TYPE DMA CLIENT AN"Q-170 S LENGTH -sue- GENERAL CONTR. T e. &A41 A�d TEMPERATURE DIAMETER %'L^/ FOUNDATION CONTR. G 'QEI �� REPORT NO. 4 DESIGN CAPACITY w tons SUPERINTENDENT . utyo OTHER ELEVATIONS: &A. S+/ GROUND SURFACE " P.I•+/y PROTECTIVE CASING BOTTOM GI• PILE BUTT CUT-OFF,_ ^ GI. 10 TOP OF BEARING STRATA REFERENCE DATUM E/lSfi►!C� PILE TIP TOP OF PRESSURE GROUTED SHAFT 1• = DRILLING: DATE DRILLED METHOD DRILL TYPE CIRCULATION - BIT DIAMETER OD:S DRILL CASING ID: �V H OD:IO VE TOTAL DEPTH 2�1 STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH RFINFORCING/CASING ion - / - 11jLH a. 79 _- %51 GROUTING: DATE GROUTED /B 00 TIME GROUTED 3 0 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO DESIGN MIX: CEMENT LBS WATER GAL. CA ADMIXTURES N A AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor REMARKS: jRrm1E CASING 10 �I 56 K Y PILE INSTALLATION AND ENCOUNTERED CONDITIONS u so i c.s. �� ft 8 OSAIL 11230 CJ ( D_ sprlo 04 A%D ?t l (,Moot 60-A C ?A' PROJECT IL�S�MRI FL/L IjLJ PILE NO.t� G�I GZA Drilling, Inc. IE - r FILE O o I NO. LOCATION �igQMdU7'N� •• • INSPECTOR - TO! -y� CHECKED BY Y& T GG. PILE TYPE DMA CLIENTS WEATHER �a LENGTH 24' - GENERALCONTR. e. LAIJ TEMPERATURE 70-s DIAMETER 7'/^/WI FOUNDATION CONTFL 47 DKIlLUIMI REPORT NO. 3 DESIGN CAPACITY '9 tons SUPERINTENDENT-1 OTH€R ELEVATIONS: GROUND SURFACE •` e.I */v PROTECTIVE CASING BOTTOM ` PILE BUTT CUT-OFF i" /0.5= TOP OF BEARING STRATA _ N REFERENCE DATUM E-YISTid6 SLA6 PILE TIP TOP OF PRESSURE GROUTED SHAFT /- - Al DRILLING: DATE DRILLED DRILL METHOD TYPE CIRCULATION BIT DIAMETER DRILL CASING TOTAL DEPTH STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH ,chAl—w QQSRz�st>' p/A/. D: I _ D: 24� RFINFOR -IN •/ ASING L.a / ---'jLII 0,79 25' PILE INSTALLATION AND ENCOUNTERED CONDITIONS s G.S. 8 r. 10 � Mt�i 4noop 15 W. GROUTING: B�B�oo DATE GROUTED /2/S TIME GROUTED — je REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO6L�> _ DESIGN MIX: g bS CEMENT LBS WATER GAL. , A ADMIXTURES TREMI CASING AVERAGE PRESSURE — THEORETICAL VOL. Ic ACTUAL VOL. PLACED 9•S L• Vact / Vtheor REMARKS: n' &A a 24 0 /too 11.1 u I PILE NO.Sre�cos /Y1a� Fnuur� FILE NO. — G�I GZA Drilling, Inc. PROJECT _/LEI LOCATION yA�Hi A%A INSPECTOR CHECKED BY�C�Z PILE TYPE DMA—CLIENT_.E_�2C CO, WEATHER GIDvOY LENGTH GENERAL CONTR. 7 /e CIAJtAd TEMPERATURE 70 S DIAMETER / �^/ FOUNDATION CONTR. 5W DEL Pje REPORT NO. 2 DESIGN CAPACITY 10 tons SUPERINTENDENT T QQl y tvt OTHER ELEVATIONS: GI S' ' GROUND SURFACE " •1*/U _ PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF "GI 10'5 TOP OF BEARING STRATA _ REFERENCEDATUM FYI5Tid6 SLAG PILETIP el SIN / TOP OF PRESSURE GROUTED SHAFT el's/ DRILLING: B//'JIoO DATE DRILLED DRILL METHOD QDYA�'t/ l✓ASt[ TYPE CIRCULATION /— BIT DIAMETER OD: _ DRILL CASING ID. OD: / TOTAL DEPTH 24r STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH REINFORCING/CASING bQ / -"NLH GROUTING: DATE GROUTED _ 0 TIME GROUTED /S00 REPRESENTATIVE GROUT CUSS WATER CEMENT RATIO DESIGN MIX: % & CEMENT LEIS WATER GAL. ADMIXTURES N A AVERAGE PRESSURE THEORETICAL VOL ACTUAL VOL. PLACED Vact / Vtheor REMARKS: TREMIE CASING 59 { /D,.S c. / (ail MPILE INSTALLATION AND ENCOUNTERED CONDITIONS o <o c F � t-L- i i_--._tom_/ /.)_ -/ '/4'.r .04 . A14 H,aoo PS, sm4t ED*A e Z4, S� G�I GZA Drilling, Inc. PROJECT SfE1405 PILE NO. �M21 Fy�u�/i�,1 FILE NO. O 0 LOCATION NA�Hi MA INSPECTOR - CHECKED BY J�JZ PILE TYPE DMP CLIENT N�•7 `D, WEATHER _ t-'�� �// LENGTH 2/i� GENERAL CONTR. T /C.7�SlAA1LAd TEMPERATURE 7J $ DIAMETER 7 '�^FOUNDATION CONTR. 0A'/jp0A�� REPORT N0. DESIGN CAPACITY &O tons SUPERINTENDENT_sT OTHER ELEVATIONS: B / S GROUND SURFACE [A�*/U PROTECTIVE CASING BOTTOM PILE BUTT CUT-OFF a/• t/o. ti TOP OF BEARING STRATA g/ Al t REFERENCE DATUM E/IS>' tit, SLAG PILE TIP ' a/' -w TOP OF PRESSURE GROUTED SHAFT 6/• Ji - DRILLING: a/��/o� DATE DRILLED DRILL METHOD �A ineV IJASY TYPE CIRCULATION BIT DIAMETER F D: _ u DRILL CASING •• I 0: OD: TOTAL DEPTH Zy� STEEL: GRADE DIAMETER (ID/OD) AREA LENGTH REINFORCING/CASING 2 S' GROUTING: DATE GROUTED B / TIME GROUTED �2�0 REPRESENTATIVE GROUT CUBES WATER CEMENT RATIO S a DESIGN MIX: % GS CEMENT LBS WATER GAL. '!A ADMIXTURES AI A AVERAGE PRESSURE THEORETICAL VOL. ACTUAL VOL. PLACED Vact / Vtheor TREMIE CASING /O c. F x T X PILE INSTALLATION AND ENCOUNTERED CONDITIONS o io t")I /f3D o2G�N�Lb � Shw10 go,A C ZA REMARKS: ,I bill Shields 1§u*e1dsMP.I August 18, 2000 Town of Yarmouth Peter L Bryanton Economic Development Coordinator 1146 Route 28 South Yarmouth, MA 02664 Dear Mr. Bryanton: Corporate Office Crown Colony Park 700 Congress Street Ouincy, MA 02169 617-376-7400 Fax: 617-376-7419 www.shields.com Shields MRI & Imaging Center of Cape Cod, is constructing a facility at 2 Iyanough Road, West Yarmouth. This facility will serve as a Magnetic Resonance Imaging (MRI) Office. Our projected costs including acquisition, construction and equipment will be in excess of $ 2.7 million. The company will create at minimum ten new permanent jobs. We respectfully submit this application for Tax Incremental Financing (TD, as a Certified Project under the Economic Development Incentive Program. The EDIP application will follow. Thank you for your consideration. Sincerely, [lack M. Shields President cc: Joe Freitas, Project Manager Department of Economic Development JMS:kam The Shields Health Care Network Brockton • Dartmouth • Cambridge • Weymouth • Boston • Newton • Springfield • Worcester • South Suburban Oncology Center The Massachusetts Economic Development Incentive Program CERTIFIED PROJECT APPLICATION APPLICANT INFORMATION 1. Name and address of business submitting this application (please list fiscal year end): Shields MRI & Imaging Center of Cape Cod, LLC 2 Iyanough Road West Yarmouth, MA'02675 Fiscal year end: December 31, 2000 2. Name and address of project: 2 Iyanough Road West Yarmouth, MA 02675 �.. 3. Location of ETA: Barnstable 4. Location of EOA: Shields MRI & Imaging Center 5. Authorization: Me, (print) of Cape Cod, LLC , of the business applying for Certified Project designation, hereby certify that the information within this application is true and accurate, and reflects the project's intentions for job creation and investment. I/ We understand that the information provided within this application shall be binding for the duration of the project certification. (Signature) (Date) (Additional Signatures, if necessary)(Date) Certified Project Application - Page 2 6. Nature and Purpose of Project: Describe briefly the nature and history of the business as well as the specific expansion/growth plans: the level of new investment (with a breakdown of type of expense: construction, renovation, acquisition of equipment, etc.) and employment levels - both current and projected. Provide time frames for both the projected total investment and job creation. As part of this narrative, please explain why the business is seeking Certified Project designation. SEE ATTACHMENT A. We respectfully request designation of Shields MRI of Cape Cod as a certified project because we will increase local access to the finest in medical imaging and provide a number of Cape residents with an opportunity for economic advancement. This facility represents the ninth MRI Center established by Shields Health Care in Massachusetts. In addition, SHC operates an outpatient radiation therapy facility, South Suburban Oncology Center, in Quincy. Thomas F. Shields, a part time resident of Sandwich, founded SHC in 1986. Originally, he and his wife, Mary, owned and operated the Madalawn Nursing Home in Brockton and established three freestanding dialysis clinics prior to focusing solely on MRI and cancer care. This facility, to be located at 2 Iyanough Road, West Yarmouth, will provide an economic benefit in terms of job creation, local recruitment and long-term job retention At present, Shields has 300 employees with an average of 3.5 years with the Company. Shields MRI of Cape Cod will create a minimum of 10 jobs. We offer an intensive training and retraining program for new and existing employees as well as opportunity for advancement. At optimum, we will employ 10 full-time employees. All of these jobs are new to the local community at an average salary of $12.02 per hour skilled, $11.06 unskilled. To house the facility, the existing structure will be razed and a 5,782 square foot building built to specifically house both open and high field MRI systems. The cost of construction, shielding and supporting equipment for the MRI will cost approximately $ 2.7 million. Based on our current schedule we expect the facility to open on October 28'h , 2000. Shields MRI of Cape Cod brings a much -needed service to the residents of the Cape and Islands in a medically efficacious and cost efficient manner. It is important to know that we can not participate in the "free care" or "uncompensated care" pool that many local providers access but we will not deny access to care because of a lack of means. This is our commitment to the community we serve. Certified Project Application - Page 3 7. Is this business new to Massachusetts? ❑ Yes No If no: • Where are the existing Massachusetts facilities? SEE ATTACHMENT B • Will this project require/trigger the closing or consolidation of any Massachusetts facilities? If Yes, please explain No. 8. Is this project an expansion of an existing business? J2 Yes ❑ No If yes, check the appropriate box: ❑ at existing location ❑ at new location in same municipality at new location in different municipality 9. Job Creation In order to qualify for Certified Project status, the governing statute and regulations require the creation of net, new, permanent full-time employees in Massachusetts. On the chart provided (see next page), please fill in the blanks provided. SEE ATTACHMENT AITACHNUENT B 1. Brockton Regional MRI Center 265 Westgate Drive Brockton, MA 02301 2. Cambridge MRI Center 23 East Street E. Cambridge, MA 02141 3. Fall River/New Bedford Regional MRI Center 313 Faunce Cotner Road Dartmouth, MA 02747 4. Mass Bay Regional MRI Center 161 Granite Avenue Boston, MA 02124 5. Newton -Wellesley Imaging Center 2014 Washington Street Newton, MA 02462 6. BayState MRI & Imaging Center 3300 Main Street Springfield, MA 01107 7. UMass MRI & Imaging Center 214 Shrewsbury Street Worcester, MA 01604 8. South Shore Regional MRI Center 26 Rockway Avenue Weymouth, MA 02189 WORK FORCE ANALYSIS JOB CREATION PLANS Current Jobs to be Proposed TOTAL Proposed Proposed Proposed Proposed Proposed Proposed Proposed relocated from New Permanent New Jobs: New Jobs: New Jobs: New Jobs: New Jobs: New Jobs: New Jobs: Employment another MA Jobs to be Fiscal Year Fiscal Year Fiscal Year Fiscal Year Fiscal Year Fiscal Years Fiscal Years Level facility Created thru thru Total Employees at Certified Prqfect Facility in MA 0 1 4 1 Total Employees of Olher MA sties 340 # of Employees who reside i in the ETA of Certified E4iprj rM # of Permanent FullTime Employees 0 A I r _ ] l # of Permanent Part Tune Employees A_ # of Temporary Full Tune Employees # of Temporary Part Time Employees 0 JOBS/WAGES BY ' CLASSIFICATION # of Management Positions -- 0.---- ---Z--- ~--• ----- --2---- --_ _-- _- 7---- ---=---- ------- -------- ------- Mode Average Sala # of Professional Positions -- 0----- ----2---- ----- 2----- --2---- ---2-- --2---- --- 2--- ------- -------- ------- Mode Average Sala # of Technical Positions --4[) ----- --- 2.--- ------ 2--- --- __4_._ __2.._- _--5 --- _______ ________ ------- Mode Average Salary 54K # of Skilled Positions ----- -------- ---- 2___- --- Z--- ---3-- --g---- __ .-__ ------- -------- ____-_- Mode Averaqe Sala # of Unskilled Positions Mode Average Sale Certified Project Application *Based on our other centers Page these numbers reflect what we Question 9 will need to operate. Certified Project Application - Page 4 10. Certification for Abandoned Buildings - Does the proposed project involve the renovation and reuse of an abandoned building? Z] Yes ❑ No ❑ Unsure If yes or unsure, please answer the following questions: (a) How long has the building been vacant? (If known, state date) 2 years. (b) During this period of time, what percentage of the building was vacant and unused? If the percentage varied during this time period, provide information for each change in the percent of vacant space and the applicable time period. It was discovered that there was a Hazard Material Spill. See attached summary from Green Seal Environmental, LLC 11. Local Employment - What actions will you take to recruit employees from among residents of the ETA? SEE ATTACHMENT C. Provide any information, documentation, or studies which demonstrate that: (a) the business has the intention and capacity to achieve the anticipated level of new permanent full-time jobs for residents of the municipality/Economic Target Area; and In 1999, Shields Health Care opened two similar facilities within 12 months of start-up these centers achieved a staffing level of 12.4 full-time employees. (b) taking into consideration existing economic conditions, the proposed project is likely to succeed in creating and retaining the anticipated level of new permanent full-time jobs for residents of the municipality/Economic Target Area. Given the nature of the operation and geographic distance from our other facilities, it is essential that the majority of employees reside within the muncipality/Economic Target Area. AUG-16-2000 02:27 PM GREEN SEAL ENVIR 508 790 7119 P.01 2 lymough Road, Yrlmoutk MA Phus 1 ESA Exxcunvlt SUMMARY The following summary is based on the results of a Phase I Environmental Site Assessment and performed at the request of Shields Health Care, Inc. This report conforms to the ASTM Environmental Site Aasm Meet standard (+k1527-97). This investigation mcluded a visual site inspection: a review of municipal and historical information, a review of previous environmental investigations for the subject site, and a review of state and federal environmental regulatory agency database h6rmration provided by New England Dat"p ofDedhRM Massachusetts (D=Map). The purpose of this investigation was to determine if Recognized Environmental Conditions (RECs) exist at the site or at nearby properties that could affect the site. All conclusions in this report are subject to the service constraints presented in Appendix 1. FTistorically, the site was used for commercial purposes from its devekupment in 1982 until the Present time. Past commercial uses of the site include a used car sales and service center, and an outdoor sporting goods store. Prior to development, site deeds indicate that it was "cedar swamp"• The site is currently vacant and is owned by Goose Hummock Shop Nomince Trust, William H. Boucher, Trustee. GSE reviewed a previous ernviotrmmtal report for the site. by Atlantic Environmental Technologies, Inc. (Atlantic) entitled "Phase 1 Environmental Site Assessment with Subsurface Investigation" (dated April 20, 1998). Atlantic conducted an abbreviated site an same,,+ installed three `5— groundwata monitoring wells and collected sotil and groundwater samples for laboratory analyses. The results of the assessment indicated that a permit for an "MDC trap„ floor drain system had been issued for the site when it was occupied by a used car sales and service business (1993 to 1992). The report also indicated that the Town of Yarmouth cited this business for improper storage of waste oil drum (1992). The results of the subsurface investigation indicated that soil collected daring drilling was impacted with total petroleum hydrocarbons (TPH) above the Massachusetts Contingency Plan (MCP — 310 CMR 40.0000) reporting common (RC) ad that groundwater was impacted at the RC for tetrachlorethylerrc in an arts where groundwater is classified as GW 1 by the MCP. GSE reviewed another Atlantic report entitled "Subsurface Investigation" (dated May 25, 1998) which was conducted as a result of the site assessment. Atlantic conducted this subsurface investigation to determine if soil in the waste on drum storage arcs was impacted and if tp°tmdwater was impacted above standards. Several so0 borings were installed in the waste oil drum storage ante and samples were collected for field screening using a TPH colorittetric screening device. Atlantic reported that seven samples were impacted with TPH above 500 parts per million and an area of approximately 1,200 square feet was affected. Four of those samples were submitted to a laboratory for extractable petroleum hydrocarbon (EPH) analysis. one sample result indicated that one carbon range had been exceeded. No other EPIi carbon ranges 1 Green Saar Envi maental, l.L.0 RUG-16-2000 02:28 PM GREEN SEAL ENVIR Zee 790 7119 P.02 2 Irnaagfi Road, Yarmouth, MA Pbsse 1 ESA were exceeded in any other sample. In addition, groundwater results indicated that no aoalytes . were reported above the laboratory method detection limits. As a result of the Atlantic report, GSE conducted a Limaed Removal Action (LRA) of "hot spots" within the impacted area identified by Atlantic. Approximately 16 cubic yards of oily soil was excavated and disposed of at a lined landfill in Massachusetts under a Bill of Lading. GSE prepared an LRA closure report to close the incident at the she in June of 1998. On November 4, 1999, Patrick Vargo, ISP reported a release of an unknown quantity of diesel fuel at the site to the Massachusetts Department of Environmental Protection (MA DEP). A Notice of Responsibility (NOR) was issued to the site by MA DEP ordering an Immediate Response Action (IRA). GSE and Patrick Vargo conducted an IRA which cotuisted of excavating impacted sot? and evaluating groundwater in the rcicase area. The IRA was completed and a IRA Completion Report and a Response Action Outcome (closure by the LSP) was issued to MA DEP. The report indicated that the concentration of diesel fuel remaining in soil at the site and concentrations of petroleum hydrocarbons in groundwater were below the Method One Risk Standards, therefore, no additional work was necessary. The site consists of approximately 3.08 acres of commercially developed land located at 2 lyanough Road in West Yarmouth, Massachusetts. The she contains a wood and concrete block framed building, which is currently vacant. The site is provided with town water, electricity, and telephone service, and an on -site septic system. In the opinion of GSE based on topographic and water table contour map interpretation. and the location of a nearby surface water body (Hyannis Inner Harbor), groundwater beneath the site is inferred to flow in a southerly direction. Surrounding properties include commercial uses. No evidence of a release of OHM from those PmPe tiM that would impact the site, was found. In the opinion of GSE based on the scope of the investigation, the historical response actions, and subject to the service constraints in Appendix I, the site has a low potential for environmental impairment and as such, no further work is recommended. 2 Oran Seal Environmental, r.LC JUL 21 2000 11:43 AM FR HUMAN RESOURCES 5088973389 TO 7413 P.03 David Wilson Associates Advertising Marketing Printing 570 Hillside Avenue, Needham, MA 02194 (617) 449-0046 • FAR: (617) 444-5164 ATTACHMENT C (2 of 3) p > ....__ New MRI Center Pe ngu al 6eee. in MAl ureins r epenm a nnuMRl ce"I" Yannmrth.!Yauhn MRfmaffiucuppon exxe ce. diwN°n us et ow open [Rouse ow July 11, 2000 from 5:30pm-8pm Four Points Hyannis Hotel, t 13 & Beanes Way,Teaticket Room Any quesdons. please call 1-6002584674, ext. 3202 by Monday,)uly loth. VSNelds MM www.shields.com AO No. Media Columns 187540 Case Coo ^mes 2s Order# 187540 I0m Media Name: Cape Cod Times Run Dates: 719100. Size:3 Col. X 3.00 inenes Involeeit 162169 Responses: Resumes Calls Walk-ins Faxes JUL 2.1 2000 11:44 AM FR• HUMAN RESOURCES 5088373389 TO 7419 p•07 1 1 David Wilson Associates �[��2ST3EL'T' Advertising Marketing Printing 570 Hillside A -venue, Ncerlliam, MA 02194 copy (617) 449-0046 • FAX: (617) 444-5164 Order# 184586 Kim Media Name: Cape Cod Times Run Dates: 5114/00. Size: 3 Col. X 4.00 inches Invoice# 159714 ATTACHMENT C 11 of 3) New MAI Center to open in Yarmouth TecWcal . AdmWstradveSupport .. S1Silds Heatlh Gue Gmup,-atv: of the most eespecud iutien cn Mai in Masachtuellslsseeyv� penoaableandenergticidnldualstoOpadbomatour newest a iversch.dii to opm latff ft suaimec Full•tjair dsy and evamtg shilm ataawdable:: - = MRI :Teciinolbgi SIGN�ON BONUS UP TO $3,000 Qob code No.oatorn - Duties mdude s[a ' g_ on a N�1 tteN and an open may�xt.• Yemenis include prevxxu MRrewpetunce, a cvrtcsu ssA Sute X•Ray [jCnvt i r1d K r catiAwi wt Wdicel'5ecretaries Dudes Include proem ad•Latcjy utrenott:sppantment enntutnatuwi, scheduling, Ml,* Mft gff Gal ot�R tumb"..AeccwmmentstMndew puterutrratynW ere ntcnmmuruobom 460s.P1ed.cal teminedcU yd ptvv iotui medical of6cu e+ptnence u ptertcc. , � -� - _Quahrrd"tai�d;dates shouldtelereiue tlu appropri•. 'vt�Ica Code Na.uidseiR11 i44wwme sa-. -Humart7['esouKes: SMdda-Halth Care.Gioup, '.`: •365R%esWtC Drive; eroddon,.AfA V= arfWK9 :Isba1197• 9, Mimadlm uaumaeshieldfxgm. . • • -3tICC i+n F�wl�pvturiy Eanpbgw ea.e.+eW tae�wti. • www.sblelds.eotn :•-ryi.er.....4plew Ad No atea-a columns 184S86 Caoe Cod Tme. 3x Responses: Resumes Call, Walk -Ins Faxes JUL 21 2000 11:44 AM FR HUMAN RESOURCES 5088973389 TO 7419 P.05 David Filson Associates Advertising Marketing Printing 570 Hillside Avenue, Needham, MA 02194 (617) 449.0046 • PAX: (617) 444-5164 ATTACHMENT C (3 of 3) O ,. wr Yu,IbY A 1Ftil W.MMIMb. w.rlV.�N� . 41Iw�7al�W Nb .�wMJ.I lYb+�b.l�lY �A•AkK....�r fl.� YAM.., NACIOI "I •/M. CYI , l,Yp,.y 0m, � 'w'. C.CY TM, .. TEA.RSHEFT FME copy Order# 186574 Kim Media Name: Cape Cad Times Run Dates: 6118/00, Size: 2 Col. X 3.00 inches Invoices 161378 11 Responses: Resumes Calls Walk-ins rases Certified Project Application - Page 5 12. Affirmative Action - Does the business have an Affirmative Action/Equal Employment Opportunity Plan or Statement? @ Yes ❑ No If yes, please attach a copy. -SEE ATTACHMENT D. If no, describe the business' hiring policies and practices. 13. Agreement Between the Business and Area Banks - Describe briefly the business' local banking relationship(s), if any. Does the institution with which the busJricJ banks participate in the Massachusetts Capital Access Program, which is designed to commit a portion of the business' deposits to fund loans to local businesses? -W% Rockland Trust Company; yes Rockland Trust is active in the Massachusetts Capital Access Program. 14. Economic Benefits of Project Certification - Provide a description of the economic benefits that are anticipated for the business and the project, if the project is certified. For example, describe anticipated state and local tax benefits, municipal road or infrastructure improvements, assistance from local job training programs, the impact of local permit streamlining and other benefits anticipated it the project is certified. Also, provide any information, documentation or studies demonstrating any additional benefits (i.e. reduction of blight, reuse of abandoned buildings, clean up of contaminated property, job training, provision of day care, any contribution to the community, etc.) likely to accrue as a result of Certified Project designation. SEE ATTACHMENT E. Equal Opportunity EHB Page 1 of I ATTACHMENT D Employee Handbook Equal Employment Opportunity/Hiring Policy It is the policy of SHC that an individual's race, color, religion, sex, disability, age, sexual orientation, marital status or national origin are not and will not be considered in any personnel or management decisions. The basis for any such decision is whether the individual can fulfill all of his/her duties and responsibilities. Our affirmative action philosophy specifies that: 1. All recruiting, hiring, training and promoting for all job classifications is done without regard to race, color, religion, sex, disability, age, sexual orientation, marital status or national origin. All decisions on employment are made to further the principle of equal employment. The Company will always endeavor to hire the best qualified applicants. All new positions to be filled by the Company through advertisement will be posted. 2. All promotion decisions will continue to be made in accordance with equal employment opportunity principles. 3. All other personnel actions such as compensation, benefits, transfers, layoffs, return from layoffs, company - sponsored training, educational tuition assistance, social and recreational programs, will be administered without regard to race, color, religion, sex, age, sexual orientation, marital status, disability or national origin. Selecting New Employees Generally, the Company interviews potential qualified employees and considers the qualifications, background and references of each candidate. In certain situations, the Company may choose not to interview candidates, such as when there are exigent circumstances or when the Company is familiar with the candidate. The Company's final determination is based upon whether the candidate is qualified for the position applied for, whether the candidate best suits the needs of the Company and whether the candidate is likely to be an asset to the Company. The Company reserves the right to choose not to fill a position it has advertised or interviewed candidates for Last revisim:11/17/93 1 Q.tl I Bulletin Baud I Cornanre Comoli_nee l n= & Comm I Dirrd➢tla I l3mDl➢yee tiandbDnk I I:IDDt4ytM11LQfT] 1 I EA43 I Fuouuft I ttomt I MC I tact't CDmerl Upon Remesta I Mmtarm Comer I nuts Policies I I Not, res & Evems I Ortwi"iim Chan I lhow Us1 I SSOC Policin I Time Off Rmw I last updated 0&05/00 created by wab http://shcweb/handbook/eeo.htm 7/21/00 PAGE 5 —QUESTION 14 This project will provide access to a much -needed medical resource for those living and working on Cape Cod and the Islands. Specifically, the Center will be constructed on what may be viewed as an "abandoned building" that is a focal point when entering Yarmouth on Route 28. As a first-class medical imaging facility, the style and integrity of the building and quality of service provided within will impress residents and visitors. As previously discussed, the Center will bring new jobs to the area and offers an opportunity for advancement, attainment of new skill sets and increased income. As an active participant in the community, Shields Health Care was the lead sponsor of the recent Cape Cod March of Dimes walk-a-thon and a sponsor of the ninth annual in the Run for MS, Harwich. SHC is a founder of the Brockton 'Boys and Girls Club and an active supporter of a number of worthy causes including The American Liver Foundation, Cancer Research, the Brain Tumor Research Center at Massachusetts General Hospital, the MS Society, Stonehill College Scholarship Fund, regional Visiting Nurse Associations and various other charitable or not -for -profit organizations. In addition, SHC willingly provides services to the indigent. As an employee of the Company, individuals have access to health and dental insurance, retirement savings accounts in the form of a 401K plan, tuition assistance and similar benefits. In closing, certification of this project will ensure access to state -of -the art medical imaging, reduce travel time for patients, and provide an opportunity for career and economic growth for employees. We have invested significant resources, time and manpower, into this project for the long-term and will be responsible partner in the community we serve. Q%7T MPZW Der AM1 PAge 5Am Certified Project Application - Page 6 SPECIAL REQUIREMENTS FOR REAL ESTATE PROJECTS 1. Will the business own or lease/rent the facility? ❑ Own 0 Lease/Rent If lease/renting, please identify the developergandlord, and state who will be the taxpayer of record for the purpose of paying local real estate taxes. Realty of Cape Cod, LLC If owning, will the business fully occupy the space? ❑ Yes ❑ No If no, does the business intend to lease/rent the remaining space? No. At this time, the company has no intention to lease the remaining space. 2. Describe how the various tax benefits and other economic incentives that will,'resuult from Certified Project designation will be allocated among the business(es) intern tg to purchase, lease or rent space at the facility (i.e. tenant or tenants). As a result of the Project Certification Shields MRI & Imaging Center of. Cape Cod, LLC will be the sole benefactor. SUPPLEMENTAL INFORMATION Name of the business intending to take advantage of the state tax incentives Business Name: Shields MRT x Tmnging rpn*pr of Cape Cod, LLC Federal Employer Identification // n a_ i e g e r t 7 Address: 2 TvanOugh Rnad, Wpst Vnrmnntfi, MA n9F75 Phone: Fax: (6171 774_7e,o Contact Person: Jack ShipldC Type of Organization (check all that apply: Q Corporation: ❑ For Profit, S Corp.; ❑ Non-profit ❑ Business Trust ❑ Partnership: Cl General Partnership; ❑ Limited Partnership ❑ Individual Level of Interest: ❑ 5% Investment Tax Credit ❑ 10% Abandoned Building Tax Deduction (if applicable) @Local Real Estate Incentive Certified Project Application - Page 7 2nd Business Name (If Applicable): Federal Employer Identification # Address: Phone; Fax: Contact Person: Type of Organization (check all that appl� El Corporation: ❑ For Profit; ❑ Business Trust S Corp.; ❑ Non-profit ❑ Partnership: ❑ General Partnership; ❑ Limited Partnership ❑ Individual Level of Interest: ❑ 5% Investment Tax Credit ❑ 10% Abandoned Building Tax Deduction (if applicable) ❑Local Real Estate Incentive ••' If there are more than two businesses intending to take advantage of the state t �` incentives associated with this project, please provide the above information for all such businesses. A - If a corporation, please list the names and addresses of the officers and directors of said corporation, and any person and/or corporation with a financial interest of five percent or greater in said corporation. B — If a partnership, please list the names and addresses of all partners, and include the proportionate share owned by each partner. C — If a business trust, please name all members and beneficiaries of said trust. Thomas F. Shields — Officer & Director Mary J. Shields — Officer & Director 220 Boylston Street Boston, MA 02116 Please provide the name, address, phone number and contact person for any organizations which may own or control the applicant organization, or who are affiliated with the applicant business organization. ••. Jack Shields 143 Powder Point Avenue Duxbury, MA 02332 Certificate of Good Standing - Please provide proof of good tax standing in the Commonwealth of Massachuseits via a Certificate of Good Standing, which is a letter issued by the Massachusetts Department of Revenue. To obtain a copy of a Certificate of Good Standing, please see Attachment I of this application. Commonwealth of Massachusetts Department of Revenue ABCC/Certificate Unit P.O. Box 7066 Boston, MA 02204 (617) 887-6550 (617)887-6298 Fax REQUEST FOR A CERTIFICATE OF GOOD STANDING FEDERAL I.D. N OTHER NUMBER (S) D/B/A ADDRESS 2 Ivanouah Road TOWN West Yarmouth, MA ZIP 02675 DAYTIME TELEPHONE (617) 376-7400 PLEASE COMPLETE THE FOLLOWING BY CHECKING ALL THAT APPLY: I SWEAR UNDER THE PAINS AND PENALTIES OF PERJURY THAT MY COMPANY IS NOT RESPONSIBLE FOR AND DOES NOT COLLECT THE FOLLOWING TAXES: x INCOME TAX WITHHOLDING x SALES/USE TAX x MEALS TAX ROOM OCCUPANCY SIGNATURE OF CORPORATE OFFICER a " ( �- PERSON TO CONTACT RELATIVE TO THIS QUEST: NAME Jack Shields RELATIONSHIP TO TAXPAYER C .O of rarparation DAYTIME TELEPHONE NUMBER WITH AREA CODE (617) 376-74co NO FEE IS REQUIRED. MAIL TO THE ABOVE ADDRESS. 09/14/2000 THU 10:04 FAX 617 376 7419 SHIELDS,.CORPORATE IMC03/003 Commonwealth of Massachusetts Department of Revenue P.O. Box 7066 Boston, MA 02204 SHIELDS MRl & IMAGING CENTER OF CAPE COD, LLC 2 IVANOUGH ROAD wESTYARMOUTH, MA 02675 August 25, 2000 LETTER OF COMPLIANCE atlaM ♦ • „1 In response to your request for a certificate of good standing, please be advised that the statutory authorization for the Issuance of Certificates of Good Standing extends only to Incorporated entities. However, we have researched Department records relative to the filing and payment of the following taxes: 043-494-613 The research discloses no assessed fiabllities at this time. This statement is not a waiver issued under Massachusetts General Laws, Chapter 62C, Section 52. or a tax certificate issued under M.G.L., Chapter 156B, Section 99 or 100, and cannot be used for such purpose. Very Truly Yours, r o T Assistant Chief, Automated Systems Bureau NO. 61130 5055 - 80562 m A Frederick A. Laskey Cammisskmr AROITO. swmar. aTUaa[• ROMEMON. amm".Pc. ATTCF@GM AT LAMA warvAw•auMMARL min CM*30NKMLTH OF MSSACHIISTTS ss. CAPE COD HOSPITAL, Plaintiff • • V. • + DOUGLAS CAbMELL, ROBERT REED,* Jam EICHARDS, DAVM REID, + mama ROBERTSON, JOSEPH • SAMM=, as they are the members of the Town of Yarmouth Zoning Board of Appeals and • SHIELDS HEALTHCARE GROIIP, + Defendants, .'. rr►•err►rrrrr+r+r+rrrtt++*lit+ir Superior Court Dept. Barnstable Division Docket #00307 • . ' STIPULATION OF Di5L4'S39L •- ... (Rule 41(a) (1) (11) ): Pursuant to Rule *416 .1h) (ii) , the parties heroin stipulate that this action on behalf' -of tape Cod Hospital, Plaintiff, and the conateralaims of Shields Healthcarm Group, Defendant, ba dismissed as to all parties, with prejudice and without cost. AI parties waive their right to appeal and a Clark•s'Cartificate carts the disposition of this matter may•issue-forthwith. MICHAEL B. $Tytg/,, tog V Attorney for Offields Healthcare Group 25 Mid -Tech Driva, Suits C West Yarmouth, MA 02673 (508) 775-3433 HBO #483960 CURRY,- ESQ u"Tape dod dospAil ..3D10 Main St., Route 6A ;Barnstiblay^MA U26030 - -• "" {508) 275-0070 = •1*-$BO #549239 ' JOHN C: CRENL-Zt E ttorniy for Toxin of. larmouth a6 Willow Street. Yazmatath, MA 02675 1508) •362-1122 !• 7: June 26, 2000 _ N, TO- =91775J4M JLN--26-2000 15:38 FRoM RTTY JU-N C aMiEY M YFRIMUH TaM P.01 • j TELECOPY COVER SHEET John CXreney P.C. Attorney at Law 86 Willow Street Yarmouth Port Massachusetts 02675 If them is a problem with transmission or if all pages am not received, please call 508 3e renarIsMission Fax 508 362-1125 TO: Ms. Rhonda La France rrfi . FAX #: 508 398-2365 COMPANY: Board of Appeals FROM John C. Creney DATE: June 26, 2000 RE: Cape Cod Hospital v. Board of AM*als IV - Number of pages including this cover page: 2 This message is intended only for the use of the individual or entry to which it is addiessed, and may contain information that is PR1vlI.EGED,v`00NFlDE9 IAL and exempt ttum disclosers under applicable law. If the reader of this message -Is not the intended teciyiai; or the employee or agent tesponsWe for delivering the message to; thp •iateadSQ reclp{ you are hereby notified that any dissemination, diatnbution or copying nmie=don is adcdy prohibited, if you bave received this eamm>miadon in error, please notify us'lmmedi stely by telephone: and remm the original to us by mail without malting a copy. Thank you. At a deposition earlier today of the chief executive officer of Cape Cod Hospital, negotiations resulted in CaPe Cod Hospital agreeing to dismiss this appeal Transmitted is a copy of the stipulation of dismissal. 3 ARDITO, SWEENEY; STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW MATTACHEESE PROFESSIONAL BUILDING 25 MtD-TECH DRIVE, SUITE C WEST YARMOUTH, MASSACHUSEI7S 02673 EDWARD 18WEENEY. JFt TELEPHONE (SOB) 775,44W LBCNAEL B. STUSSE FAX (SOB) 790.4778 DONNA M. ROBERTSON MATnEW A DUPUY CHA ES k SABATT PLEASEREFER TO FXE MAIBER June 27, 2000 G4569Z James D. Brandolini, C.B.C., Building Commissioner Yarmouth Building Depart. 1146 Route 28 So. Yarmouth, MA 02664 Re: Appeal #3602 Shields Healthcare Group Dear Commissioner Brandolini: HROdE JUN 2 7 2000 lU RICNARD P. MDRSE, A4 OEM NEWEL PAMFL TARLMP C1 AM=, P.C. ra � in MNNE Attached herewith a Clerk's Certificate indicating the appeal of the gape Cod Hospital with respect to the Shields Healthcare Group special permit has been resolved. Therefore, you may issue the building permit in accordance with the decision of the Planning Board and Zoning Board of Appeals. Thank you. Very truly yours, MICHAEL B. STUSS MBS/des Enc. cc: Jack Shields 1 JUN 2 7 2000 ►U mommmumratt# of aazzar4rtto BARNSTABLE, ss. SUPERIOR COURT Phyllis A. Day ................... Clerk of the Superior Court within and for the County of Barnstable, hereby certify that in the case No. ..A.0.-3.0.7.......... CAPE ... COD.-HO.SPITAL.................................................................................. Plaintiff, TOWN OF YARMOUTH ZONING BOARD OF APPEALS, and . SHIELDS._HEALTHEY& GROUP.................................................................................. Defendants. brought by complaint entered in the Superior Court for the County of Barnstable on ,May thirtieth .............I............................ A. D. M2000, and on June 27, 2000, a stipulation of dismissal pursuant to Rule 41 (a)(1)(ii) of the action and counterclaim, with prejudice and without cost, was entered. In witness whereof I have hereunto subscribed my name and affixed the seal of said Court, at Barnstable, this twenty—seventhday of .....June A. D "" LAW OFFICES OF EUGENE R CURRY BARNSTABIE HOUSE 3010 MAIN STREET, ROUTE 6A BARNSTABIE. MASSACHUSETTS 02630 TELEPHONE (508) 375-0070 TETEFAX (508) 375-0075 EMAIL ERCURRY@CAPECOD.NET June 21, 2000 James D. Brandolini, C.B.C. Building Commissioner Town of Yarmouth 1146 Route 28 South Yarmouth, Massachusetts 02664-4451 Re. Shields Health Care Group Property Location: 2Iyanough Road, West Yarmouth Assessor's Map. 36, Parcel99 Dear Mr. Brandolink I have been informed that a building permit has been issued for the above - referenced property. Would you be kind enough to confirm whether that is the case? If a permit has been issued, please advise on what basis the permit was issued and whether the project has been through site plan review. I thank you in advance for your assistance. _ If you have any questions, please do not hesitate to call. Very truly yours, Eugene R. Curry Fria Facsinnile 508-771-8079 and Fust Class Mail ERC:db t JW-05-2000 14 i + RRDIM SWEEtE`/ FAD FS��OC .' j: � 15087904778 P.01/W STGS SWEENEY ARDWO, , Su. ,, RORT50 '�:4 8c AUPiJY, P.C. _ svB L. ,.. r MATTACHFEiB PROFFS;1(r:/'BUILDING - ;25 ��.` TF.CFiDRTIE;s.i!li C + '_ �✓Y WESI'YARMOUM MMSAcuus m OM673 mrrlwoatwmtecm „Tc1EFHONE u_ froCKWP..xmat.• L MOMELLSMSse '� - '=)7;E-= .;: ;., eernr+ewett COMM KFAMFSRsat FhX(SOd)7o047{8 I"FLMU t CHAA=x WqT .. `r •. • y • •. (�•'� 4S �C 1 .: :i Oauait LAFMO .PA 1 � L- i i. is dy, i, • S -.ae eblYtd nIANIJ! u' ncrMtrt t ''-::• '"FA%`1i11NSb71'!'111L•' TO: FROM: _ '� ._� the: NO. OF PAGES ING COY&"RJ�c_ MESSAGE.1 , : • ; ool a•- "a docomentsit SLUM••, Robertson S f C vilee 11 rwDMMI1drR�al.e Y lYtdnMeim I'trn the I" fla of •tdlto Sne la•p•Id�. u�.aat.>aatloU 1M L[cndad tU 1,• for the a"o tjo that 447 ladittd"l ar •at10Y SaM»d oa th' LMalntaflfa sheet. Sf 7t'c aac aot tic !a!•aded Mipiert, hedt•alwun; t9yylap, dt•erli•tion os UMa t! W em[wi8 OXAM• fated l-M---tlen L ted. It "a iaee rooel ed tA1M far la arroe,%please� aoeip.eM k-,tdl�(awC[�t•l� Mo ei.e w eaa S� !oz Na Mctrurma of the ufysa ll izmaum • at A.,a•at be yol, - _ _ (Sot/ 77a.3433. faMae ytt'.- • .ors` -_ _"t t.: y:j' _:..i"' ::a] :'_� ':�� r ♦1• rI~ .. .. .s( t ♦-tea`.-.¢M. ;RRDITO SWFFIIEY.pvD FSba: 156879047M P.02/06 . {JR 1J■JJ ■ ■ Vc�L..A r.I...r L.. s ■ 05-30-2000 a 12 J:55 THE CONMIONWEALTif OF MASSACHUSETTS Appeal#3602 - ;'OWN OF YARMOUTH BOARD OF APPEALS Date: May 30, 2000 Certificate gf GrLntng of a Special Permit .(General Laws Chapter 40A, Section 11) The Board -of Appeals ofthe Town of Yaoriouth Massachusetts hereby certifies that a Special Permit had been grwAed To: Shields- Health Care Oroun ` ..F Address: y 265 Westgate nyt may .; ' i9: yYAA t-.,.. City or Town: B rockton. MA 02402 �" affecting the rights of the owner with respect -to land or buiildings`at: 2 Iyanough Road, West Yarmouth, MA:. Assessor's Map: 36 Parcel: 9921 (30/D2),' Zoning District: B1 And the said Board "ofAppealsfuithes crrofies tt f She decision attached hereto is a true and correct copy of its decision granting said Special Permit,= sod that copies of said decision, and of all Plans refused to in the decision, have been filed witl~the Planning Board and the Town Clerk _ ., ::.. ..'i. .h•`..^. tit...-.. The Board ofAppeals also calls to the atteutim of the owner or applicant that General Laws, Chapter 40A, Section 11 (last paragraph) and Section 13, pmvfdes thrt no Special Permit, or any extension, modification or reimithcreot eitall take efte:t until it copy of the decision bearing the certification of the Town Clerk that twenty (20) days have elapsed after the decision has been filed in the office of the Towm Clerk and no appeal has been filed or 9A,if much appeal has been filed, that it has been dismossed or denied, is recorded in the registry of deeds for the county and district in which the land is located and indexed in the gkap inchund : er toe name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering' shall be paid by tbc.owner.or applicant i . .. ... J Ir�DaAd Rnd, Chairman - - •vcd .ram •1 :�. _.. '''a vi 1, "�•1\ 1. .i•:i '.:, CERTIFICATE_SZ-036MWPD.wpd 4 -• 14:42. PPDITJ'SWEErEY'PJX PSS7. '150TM4478 P.03/06 • _w. �+.._ _ ...-:.�i ... is ii_.T:.l ... = o� •Y,�'. z�.' TOWNIOF, YARMOUTH �~.7Vf N (-`LERK O y rh J.t.�.: I y ^�a:! Y r;N; �w•'. N;:i-;. :\. i.�•w':1 t,liw .i da�'.i �i; -f CERTMCATION OF TOWN CLERK I, George F.* Barabe.'Town Ckrk.,Town.of Yarmouth,' do hereby certify that 20 days have elapsed since the filing with me of the above`libard of Appeals decision #3602 and that no notice of appeal of said decision has been fled'ikkh''Me, o`r,'if such appeal has been filed it has been dismissed or denied-: �. Cmrg . Barabe Town Clerk w . JU -05-2000 14:42':; ARDITO SWEE' P.•IJ FSSOC.:: TOWN0F.-YARM07k ill BOARD OF APPEALS •DECISION . FILED WITH TOWN CLERK: , May 1012000 PETITION NO:':A.z,:1-. 4360Z HEARING DATE:. Apri127, 2000 rk At.l w. PETITIONER: Shields Health Care Group PROPERTY: 2lyanough Ro'iid, West1.Yarmouth Map: 369''Pai cel: 99 t(30/1)2) Zoning District: Bl MEMBERS ;PRESENT AND VOTING: David Reid, Chairman, James Robertson, Joseph Sarnosky, John'Rjchards, Douglas Campbell, and Alternate, Robert Reed. It appearing that notice o°said hearing has been givcntjsead:og notice thereof to the petitioner and all those ownel of propeiiy deemed by° tho' Board to.be r.ffccted thereby, and to the public by the notice of the bearing and published in The Register, the hearing was opened and held on , the date stated above• • /� t l �I. } y .: J_- A _ The Applicant pibposes to acquire She pioplsiy.located at 2 Iyannngh Road, west Yarmouth for the purpose of installing a Magnetic Resonance Imaging hcuy..To that end, the Applicant has entered into an agreement to,purchase. the property -from the current owner, Goose Hummock Shop Nominee Trust The site is also located within a APD Distc and falls+wrtbin.tbe.:j®sdiction of the Yarmouth Conservation Co*+mm«;na. The Board finds that prior#o applying with this Board, the Applicant bar received apprdyal.fromthe ConservatiotXommssio's, the Building Commissioner relative to APD compliance•, sad received a plan approvalfrotn the: YarawuthPlanning Board. The Petitioner was xtprescntcd at the hearing by. its attorney. •M:cbael B. Stusse. . Required Relief In order to construct the MRI facility, the applicant will require a special permit to allow the building to encroacb.whWn-the`.2S_foot'siddiar:-sethaek;limitation as forth in Section 203.5 (Table ofDimensiomi Requkcpmts)'' .. gin. - The application before the Board is for a special permit and not a variance as the Planning Board and Board of Appeals are allowed 'to adjust la- dimbns; rA requirements pursuant to Section 4�1��1�.1y.2,yyw'herey�-the objectives �uod: mandatory criteria'_bf_the:Reritaliatioa end Overlay Architectural District are met L 'i 1. '"Q�.-i .�.I,: ... : ' i%`i'''.�i . r�'.Y1 Wit•. '1+:. - The Board finds that <tbe djccti=. and cti. a ,pf th:ROADMistrict have -been met. :_4 tc- ..G t:v.`.i:. L'y J`^'" _, Jr;.,ti 'l �..•�f :.lii•&;A Project Recommendations. The proposal has ieceived tie eudotsement of the Site Plan Review, the Route 28 Task Force and the E R.C:";"'Ot Supplemental Stu der : 1) Arcbitfctmal St, a:_ The plans submitted depict;ri Cape Cod style building. The colors, materials, and design will improve on the wdsdq building cn d create a positive visual effect at the entrance to Yarmouth from Hyannis 2) The natural envi omnent is enhanced by the design in that any impacts on wetlands are avoided and greater compliaace*with the try -law is achieved. 3) The benefits to bo derived by the project outw4gh my ill effects of a deviation in the sideline setback rzquirtm nt for the underlying zoning district.' Special Permit Ctiteria'of Section 403.2 1:; The site' iVM be!Wfliied by appointment only. As such, there is -adequate parking and access and there will be no undue mtisance, bazard or congestion created by the facility. The: muse of the %=ant building with its nestbctic improvements to_the`si:e, will enhance the character of the neighborhood and the Town. While this stretch of Route 28 is very congested at peak traffic intervals, the proposed use is expected to generate traffie'at u slow and steady rate, Without Veal •p_-'volumes of incoming or outgoing traffic. The traffic:. impact is expected to ba les:;.thm. most other uses to which this commercial site could be put The PuMcmes of tie ROAD District Are Accom 123.td: The ROAD District seeks to utilize flexible zoning standards to induce rehabilitation arise -use of existing buildings. The proposal wM re -use a vacant. bmMing and'cnbm= the visual presence of the property. The PuMoses of the Underline Zontog-Are Accomplis)jed: By allowing the project the Board of Appeals will meet the objectives of the By. Law as the site will be in conformity with the underlying zoning; boiai as to •use cnd,di menssiorl requhti ts,4witli the exception of the easterly side yard setback.:No pavement or traffic will. be p-srmitted along the easterly boundary, so that the entire reduced side yard will serve as a buflic' for the bculdinq. oc- The Project Benefits the Neighborhood: pBy improving and beautifying what has become a derelict property. -the development will enhance the neighborhood and there will be no adverse impacts from the requested variation Planning Board -Approval: llh� Plarc img Board has cncorsed the project and approved the architectural and-s.U.desigas,;,The Plamdnj:Boari' khan R-1 is dated March 29, 2000 and received by the Board of Appeals on April 3 2000. a . No abutters appeared is opposition to the proposal. Th:: omfercial neighbor (across Route 28) wrote a letter in support of the petitioh; Therefore, a ,Modon;AMs :made• by Mr« Fubeitsoa secnisded:'b�;'Mr Richards, to grant the JU-05-2000 14 4'3 4MIM SLdTWW fM FSSOr 1 15087904778 P.06/0G Special Permit as ngmustcd and as isp¢m tat, MCI to allow' the Petitioner peemassion to install a Magmetic •Resonance Ima�lg`faciiity as Set foiti in the petitioner's Site Plan (dated 3/6/00, revised 4/1&00) and aichitaKmual plans (re6 ivied ti'y a Board on March 24, 2000) and incorporating by reference the P)anaiag Board's Form A-1 date Match 29, 2000. The members voted u aahwusly in favor of this`mction. , Therefore, the Special Permit as No pewit shall issue until 20 days from the filing of this acclioriwftIxtbe' :Town Clerk Appeals from this decision shall be made pursuantito•MM e40A §1 , and must be filed within 20 days after the filing of this roticeldecision with the Town Clerk'. David S.Reld,Clerlc.,:r .0 :Sr a. )Gfi!;: _ T. Fr S•--. S � • � r 1 a:�..i l: .y:: lam. .C:'..`e: _ ii�.. 11 a •. I`f ..-. ... -.. r s • +' alt. .`'.i C WI LAW OFFICES OF EUGENE R CURRY BARNSTABIE HOUSE 3010 MAIN STREET. ROUTE 6A • BARNSTABLZ MASSACIfUSETT502630 f TELEPHONE (50E) 375.0070 TEIEFAX (50E) 375-W75 E MAIL ERCURRY®CAPECOD.NET May 30, 2000 Clerk Town of Yarmouth Yarmouth Town Hall 1146 Route 28 z South Yarmouth, MA 02664 1 Re: Cape Cod Hospital vs. Douglas Campbell, dal _ Barnstable Superior Court Civil Action No. 00307 m Dear Sir/Madam: Enclosed please find a copy of the complaint fled in the above -referenced matter. Very truly yours, Eug Curry cc: Yarmouth Board of Appeals John E. McCluskey, Esquire CIVIL ACTION COVER SHEET DOCKET NO.(s) Trial Court of Massachusetts I Superior Court D artment (030 7 County: G W-1 TT G R-AEX�FIRM C��A`DDD,REsW AND TELEPHONE r �'� I ATTORNE`1 (itlug m) FZ 7/O Afe-m S� d7Q^ r>ki& 7r3f_SYf edx d of Bar sesrs number. 0o&�'I Origin code and track designation lace an x in one box only: 1. FOt Original Complaint 2. F02 Removal to Sup.Ct. C;31,s.104 (Before trial) (F) 3. F03 Retransfer to Sup.Ct. C.231,s.102C (X) ODEJ40. he fob For ❑ 4. F04 District Court Appeal c231, s. 97 &104 (After trial) (X) ❑ 5. F05 Reactivated after rescript: relief from judgment/Order (Mass.R.Civ.P. 60) (X) ❑ 6. E10 Summary Process Appeal (X) TYPE OF ACTION AND TRACK DESIGNATION (See reverse side) OF ACTION (specify) TACK IS THIS A JURY CASE? Yes ( ) No tailed statement of the facts on wnicn plaintiff relies Brd double or treble damage claims; indicate single i TORT CLAIMS (Attach additional sheets as necessary) Documented medical expenses to date: 1. Total hospital expenses.........................................................$............. 2. Total Doctor expenses..........................................................$............. 3. Total chiropractic expenses...................................................... $ ............. 4. Total physical therapy expenses..................................................$............. 5. Total other expenses (describe) ................................................... $ ............. Subtotal $ ............. Documented lost wages and compensation to date ........................................ $ ............. Documented property damages to date ................................................. $ ............. Reasonably anticipated future medical and hospital expenses ................................ $ ............. Reasonably anticipated lost wages .................................................... $ ............. Other documented items of damages (describe) $............. Brief description of plaintiff's injury, including nature and extent of injury (describe) $........ .. TOTAL $......... ... CONTRACT CLAIMS (Attach additional sheets as necessary) 1 ovide a detailed description of claim(s): TOTAL S............. LEASE IDENTIFY, BY CASE NUMBER, NAME AND COUNTY, ANY RELATED ACTION PENDING IN THE SUPERIOR :OURT DEPARTMENT 'I hereby certify that 1 have complied with the requirements of Rule 5 of the Supreme Judicial Court Uniform Rules on [sputa Resolution (SJC Rule 1:18) requiring that I provide my clients with Information about court -connected dispute esolution services and discuss with them the advantages and disadvantages of the various methods" signature of Attorney of Record TC-6 mIc005-1 IM I&C. 1-20M COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,SS. CAPE COD HOSPITAL, Plaintiff vs. DOUGLAS CAMPBELL, ROBERT REED, JOHN RICHARDS, DAVID REID, JAMES ROBERTSON, JOSEPH SARNOSKY, as they are the members of the Town of Yarmouth Zoning Board of Appeals and SHIELDS HEALTHCARE GROUP, Defendants SUPERIOR COURT DEPARTMENT BARNSTABLE DIVISION DOCKET NO. UD 3D7 BARM.STAFI.F_ SS MAY 3 0 2000 COMPLAINT PURSUANT TO G.L. 40A. 417 Parties 1. Plaintif, Cape Cod Hospital, is a Massachusetts charitable corporation with an usual place of business at 27 Park Street. Hyannis, Massachusetts. 2. Defendants are members of the Town of Yarmouth Zoning Board of Appeals with an address at the Town Offices at 1146 Route 28, South Yarmouth, Massachusetts. 3. Defendant, Shields Healthcare Group, has an usual address of 265 Westgate Drive, Brockton, Massachusetts (the "Applicant"). Jurisdiction 4. This is a zoning appeal pursuant to Massachusetts General Law Chapter 40A, Section 17. Facts 5. Cape Cod Hospital is the owner of property located on Route 28 in the Town of Yarmouth, Barnstable County, Massachusetts shown on Yannouth Assessors' Map 36 as Parcel 91. 6. The Cape Cod Hospital operates an acute care community hospital facility on the main campus located in.Barnstable and Yarmouth immediately adjacent to the above- referenced property. 7. Cape Cod Hospital also owns and operates an employee parking lot consisting of 400 spaces located on property immediately adjacent to the above -referenced property. 8. The Applicant applied for a special permit as Petition No. 3602 with the Zoning Board of Appeals with reference to property it seeks to purchase at 2 Iyanough Road, West Yarrouth, Massachusetts and to utilize same as a magnetic resonance imaging facility. 9. In particular, the Applicant sought to allow for the construction of a building within the 25 foot side line set back required under Section 2035 of the Town of Yarmouth Zoning Bylaw. 10. On April 27, 2000, the Town of Yarmouth Zoning Board of Appeals voted to grant to the Applicant a special permit, as opposed to a variance in accordance with -Section 411.1.2 of the Yarmouth Zoning Bylaw. 11. Section 4.11.12 provides, inter alia, that the Board of Appeals may "relax" dimensional requirements in return for site and architectural review that "promotes attractive structures and grounds and minimizes environmental impacts. " A copy of the decision dated May 10, 2000 filed with the Town Clerk on May 10. 2000, is attached hereto as Exhibit A. Count (Appeal of Special Permit) 1. Paragraphs I through II are recited and reincorporated herein by reference. 2. Cape Cod Hospital is an aggrieved person within the meaning of Massachusetts General Law Chapter 40, Section 17 in that the decision of the Defendant, Board of Appeals, exceeded its authority as follows: (i) the decision fails to make adequate findings with reference to the specific criteria under Section 411 of the Town of Yarmouth Zoning Bylaw, (h) the Zoning Board of Appeals adopted findings of the Planning Board, . which failed to adequately address impacts to the adjacent roadways, and in particular, Route 28; (iii7 the grunting of relief from side yard set back requires the granting of a variance and the finding of specific variance criteria under Massachusetts General Law Chapter 40A, Section 7, which findings were not made by the Board. As a result, the decision is arbitrary and capricious and exceeded the authority of the Zoning Board of Appeals. Wherefore, the Plaintiff respectfully requests this Honorable Court to issue an order and judgment as follows: 1. That the decision of the Zoning Board of Appeals exceeded its authority and is therefore null and void. 2. A remand to the Zoning Board of Appeals for application of the appropriate criteria. 3. For such other and finther relief as this Court may deem mete and just and proper under the circumstances. Respectfully submitted, Plaintiff, Cape Cod Hospital, By its attorney, e"AZ4CL Z Eugenelurry, Esquire v BBO# 549239 Barnstable House 3010 Main Street Route 6A Barnstable, MA 02630 (508) 375-0070 TOWN OF YARMOUTH BOARD OF APPEALS DECISION FILED WITH TOWN CLERK: PETITION NO: #3602 May 10. 2000 HEARING DATE: April27, 2000 ' PETITIONER: Shields Health Care Group �S PROPERTY: 2 Iyanough Road, West Yarmouth Map: 36, Parcel: 99 (30/D2) Zoning District: B1 MEMBERS PRESENT AND VOTING: David Reid, Chairman, James Robertson, Joseph Sarnosky, John Richards, Douglas Campbell, and Alternate, Robert Reed. It appearing that notice of said hearing has been given by sending notice thereof to the petitioner and all those owners of property deemed by the Board to be affected thereby, and to the public by posting notice of the hearing and published in The Register, the hearing was opened and held on the date stated above. The Applicant proposes to acquire the property located at 2 Iyanough Road, West Yarmouth for the purpose of installing a Magnetic Resonance Imaging facility. To that end, the Applicant has entered into an agreement to purchase the property from the current owner, Goose Hummock Shop Nominee Trust. The site is also located within a APD District and falls within the jurisdiction of the Yarmouth Conservation Commission. The Board finds that prior to applying with this Board, the Applicant has received approval from the Conservation Commission, the Building Commissioner relative to APD compliance, and received a plan approval from the Yarmouth Planning Board. The Petitioner was represented at the heating by its attorney, Michael B. Stusse. Required Relief In order to construct the MRI facility, the applicant will require a special permit to allow the building to encroach within the 25 foot sideline setback Imitation as set forth in Section 203.5 (Table of Dimensional Requirements). The application before the Board is for a special permit and not a variance as the Planning Board and Board of Appeals are allowed to adjust lot dimensional requirements pursuant to Section 411.1.2, where the objectives and mandatory criteria of the Revitalization and Overlay Architectural District are met. The Board finds that the objectives and criteria of the ROAD District have been met. -1- Obiectives and Mandatory Criteria Satisfied Shields Health Care has voluntarily submitted its proposal to the ROAD zoning District and is not seeking any waiver limitation as enumerated by Section 411.3.3 of the By-law. The application has been approved within the APD District and has completed the Site Plan Review process. The applicant has submitted all information required by Site Plan Review, as well as a landscape plan, and abutters list. Accordingly, all procedural requirements for approval have been met. With respect to the General Criteria for approval as set forth in Section 4111.5, the Board finds that the applicant is in compliance therewith as follows: Site Plan Review: The site plan review objectives of Section 1033.1 have been met. The applicant has met with Site Plan Review on three occasions and has developed a satisfactory site plan. The Board finds that the objectives of Section 1033.1 have been met, to wit: (1) The design provides for adequate parking. (2) Parking area have been removed from the front of the building and placed in the rear of the building. (3) Access. A new, conforming and adequate curb -cut will be created. (4) Utilities. Utilities will be provided underground (5) The plan in- environmental impacts by avoiding impacts on wetlands, providing a new Title V septic system, reducing the need for fill as the site maintains most of the site in open space and provides for increased planting and landscaping in buffer and front yard areas Effects on Abutters: The plan enhances abutting properties by improving a derelict site, avoiding impacts on wetlands and achieving greater conformity with the by-law than at present. The Objections of Section 411 are met. The purpose of the ROAD District is to induce rehabilitation of existing buildings by, in some cases, relaxing dimensional regwrements in return for site and architectural review that promotes attractive structures and grounds and minimizes environmental impacts. The design criteria and goals of the by-law are met by the current application. Economic Benefits. The economic benefits of the project are: (1) a derelict, empty building will be put to beneficial use; (2) the commercial tax base of the Town will be improved; (3) up to sic persons will be employed in well -paying positions and; (4) a diagnostic ficlity w01 •be made available for Cape residents. -2- Project Recommendations. The proposal has received the endorsement of the Site Plan Review, the Route 28 Task Fora and the E.R.C. ,Supplemental Standards: 1) Architectural Ctvle: The plans submitted depict a Cape Cod style building. The colors, materials, and design will improve on the existing building an d create a positive visual effect at the entrance to Yarmouth from Hyannis. 2) The natural environment is enhanced by the design in that any impacts on wetlands are avoided and greater compliance with the by-law is achieved 3) The benefits to be derived by the project outweigh any ill effects of a deviation in the sideline setback requirement for the underlying zoning district Special Permit Criteria of Section 103.2.1: The site will be utilized by appointment only. As such, there is adequate parking and access and there will be no undue nuisance, hazard or congestion created by the facility. The re -use of the vacant building with its aesthetic improvements to the site, will enhance the character of the neighborhood and the Town. While this stretch of Route 28 is very congested at peak traffic intervals, the proposed use is expected to generate traffic at a slow and steady rate, without real peak volumes of incoming or outgoing traffic. The traffic impact is expected to be less than most other uses to which this commercial site could be put The Purposes of the ROAD District Are Accomplished: The ROAD District seeks to utilize flexible zoning standards to induce rehabilitation and re -use of existing buildings. The proposal will re -use a vacant building and enhance the visual presence of the property. The Purposes of the Underlvin¢ Zoning Are Accomplished: By allowing the project the Board of Appeals will meet the objectives of the By -Law as the site will be in conformity with the underlying zoning, both as to use and dimensional requirements, with the exception of the easterly side yard setback. No pavement or traffic will be permitted along the easterly boundary, so that the entire reduced side yard will serve as a buffer for the building. The Protect Benefib the Neighborhood: By improving and beautifying what has become a derelict property, the development will enhance the neighborhood and there will be no adverse impacts from the requested variation. Planning Board Approval: The Planning Board has endorsed the project and approved the architectural and site designs. The Planning Board's Form R 1 is dated March 29, 2000 and received by the Board of Appeals on April 3, 2000. No abutters appeared in opposition to the proposal. The commercial neighbor (across Route 28) wrote a letter in support of the petition. Therefore, a Motion was made by Mr. Robertson, seconded by, Mr. Richards, to great the -3- Special Permit as requested and as represented, in order to allow the Petitioner permission to install a Magnetic Resonance Imaging facility, as set forth in the petitioner's Site Plan (dated 3/6/00, revised 4/19/00).and architectural plans (received by the Board on March 24, 2000) and incorporating by reference the Planning Board's Form R-1 dated March 29, 2000. The members voted unanimously in favor of this motion. Therefore, the Special Permit as requested is granted. No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A §17 and must be filed within 20 days after the filing of this notice/decision with the Town Clerk. David S. Reid, Clerk Pages 1-4. A 1Yue Copy Attest: IN, v,,! • J• lY PROW:'JK Scanlan Co Accusonlcs FM( ND. : SM 457 45M May. 25 2000 05:07M' PS 7�K ` Falmouth'Cechnolo9Y Park SCAIM p nIna N 15 Research Road East FOIMOtdh, VAA 02536-4440 Phone: 50&440-6226 Frew C.P. MavropeMS ssa ►. Ct7.2m 4S02 Vaeec Ce09anyHaegard & AswdnWe Arditds Dater 524= own 4x: O UnpwM 17 For Review o Please Cesasrmt it Please lt"*Y O Plesse Recycle xoTr= Fi]clbsed is a copy of Current Cermkde of knironce_ A "d speodb aignal ran be de1"aed B Yanrath fepu6es tpdarrb [nuance ofpar & NI ,:Tar '� 5 lUQO FROM': JK Scanlan Co Rceusonics FAX No. • 50B 457 4523 May. 25 2000 05:08M p2 10 Sim IOI6iVo l U W 114 U Jr 1 Ls. Jl I-- !� SUILDING DT-J?ARTbl£%S CONSTRUCTION SUp$RVISOR FORM PLE43B V! W-* 28 tilssr ><etonptre 11s job Location: az tsetevo°cB ttoan atr.ec villas« Nomber Owner of Property: Zatt AMD WAn mffE= --- ---- Construction Supervisor. I3censed ileslgrs�e: License No. (lfotierdsiaSv�pavua) Name . 2.16 Responsibility of each license holder. 2.15.2 The license holder shall be fully and eomPlebelyresPosuibleforallworkforwhich heIssupetiisiog. He shall be respoastblefbrwetngthat all work13 done pursuant to the sate building code and the drawings as approved by the building official 2.15.2 The license holder shall be responsible to supervise the construction. rcconstructiom alteration, repair, removal or demolition invoiviog the suuctural elements of building and structunm only pursuant to the state building code and all, other applicable lairs of the commonwcalth, even though -.he, the license holder, is not the permit holder but only a subcontractor or contrutor to the permit holder. 2.15 S 'Me license holder shall Immediately notary the building official in writing of the d'ucoccty of any violations which are covered by the building permiL 2.16A Anylicenwe who shallwillfollyv;oiatc subsections 2.1.5.1.2.16.2 or215.3 orany other section of these rules and regulaions and any procedures, as amended. shall be subject to revocation or suspension of license by the board. 2.16 All building pennir applications shall contain the name, signature and license humber of the construction supervisor who is to supervise those persons engaged In construction, reconstruction, alteration, repair, removal of demolition as regulated by section 109.1.1 of the code and these rules and regulations. In the event thatsuehGcenseeisno longer supervising said Persons. the workshill immediately cease until a successor license holder is substituted on the mcords of the building department. 2.17 The license holder shall be responsible for requesting all required inspections. Failure to do so may be deemed aviolation of the permit conditions. I have read and understand my responsibilities under the rules and regulations for licenstrig construction supervisors in accordance with section 109.1.1 of the state butldi4 code. I understand die consauctio ti Inspection procedures and the specific inspection as ailed for by the building oiiciaL 1NStAW=COVERAGE I Nave A current f hM1Y ksuranee porcy tr Rs substatdal equhWent w 9al meets the I* Wrohmns of Mal Ch.152 you to No Q It you have checked =L please kt wAs the type c overapa by checWq the apptopdate box A faWky insurance pelky M Other type of hdmta+ib d Bond OWNER'S MURANCE WAWt_R: I tan ow to that the scene« id= not have the VLvAw cs coverape ramired by Chapter 152 of the Mass. General Lamm and that n y signature m ttss peMA ippseafon watvvf Ws requirement. r Check am. w ovs,««o:w,.rs Ppat oww O Asew CI oignaarrcc Building Official Approvah FROM :'JK Scanlan Co Reeusonics FM NO. : S08 457 45M May. 25 20M 05:0WM P3 The Coninvomweafth of Massachusem ASCROMMOSAW µ. P - O I am a homeowner perfotminb aH work myself 0 1 em a sole proprietor in-3 ha%v ne One wrorkkT in anv eapac(n O 1 am an tmplo}-er pro% iding acorlers compe"stion for any employees wouting on this job. (� I am a sate pmprictor. general eontracter. or homeowner (eirrk one) tnd ha%e bhmd d+c tomractors ICsted bdo„ who hall the foliOlsl Nprl:tff :otltpcnsetion polices: samCiLnamr. S f: SCLN AH 0ORMAWT TNC -�'rns• u —AR� =Dam Nast.nreaa eremeaav�e Water --- zA= PAimm M 025H nFewrt- f5081 540-6226 �1 �1 •. 1 ' .-M N 1' I ram`{ 1 . reeteaar watwe• adds=.. QA_ Mese F • awraxweteprie.e>.emaJM.1 alrllIpWeio At Lena are S WWORKOtDi][a.d■f«atn"A 4byag"MaiF 1abL trd•aed goryertair aoeteaae our be rmer*dl.go, onto ettaraadtuleee ergha btA brer.enprrMf.ldaa. - I JaJteralyegr+trL'�IoJtteyaiwJ sip0m Wes ffpe7w7 AMtLrs.JalrtatlwD►oedldsiartti hoc r tgnn+a tCi st�C i /riat Fame YICEUM H. SCAM" it,.... f (508) 540-6226 am ylv d. w..ila 1. Ate noon e. ae ta.lplekt y eaq a►1r.a omdal ally oreaw: n more if hee"Iew n , w h Ira.4ra parriedieerrr r'igaUMtpepenowe 13 Uaalia: tweed RILL rVrive t•u7 Ofha e..len pereeel pew a (SOf) 398�23I aloe. Olteak& Otpert gu r..l.r I.-JL.. FROM JK Scanlan Co Aecusontes FAX NO. : 508 457 45M 01 Im '11211 wtw Information and instroclions Plossachusats General Ltws chapter 152 section =S requires all employers to provide workers eompetuatiout for their c...pta)oes. AtquptCdfmmthe "lave",anenyrG,f.risdefined=varkpersminthe scrOck:o{another underam contract of hire, express oc implied. oral or wriaers. An everkrer is defined ns an indh idual. partnership, auociatwn- corporation or other legal enters, or any ram or more of tt.c foregoing appalled in a jnint enterprise. and lnefuding the legal representatives of a deceased employer or the receiver or trustee of an Individual . partatrahip_ asscclation or other kgal tatty, employing emplo; av Ito er she "pet of a kswelling house having tine more than *Mc apartments and Who resides therein. or the oecapa.m ofthe da eitine house of another wino employs persons to do maintenance . consivocieon or mpats skwit oo ssich dweithr hoax .rr tr, the yttmatali or uuuding nppuncrw.t dKrtta Shan not because oftnett ~ptnymem be dCerned in be an emplo:ef. NIGL :hapttr 1 a_ seek ion �,, als.% States that every state er legal IlestWq sizeaey shalt withhold the isaauee or renewal of s Geease or permit to operate a business or to construe balidtetV is the eamtnaatntahh for any applicant who has not produced aeceprable etideuce e1eaerpl7/aee with the iasorapee an raft requited. Addition211%. neither the commonw eahlt twr any of Ls Wl'atcsl subdivisions shalt emar into ssn-c" mrf frtt the pgrformanee of public work- until acceptabte evidence of compliance with the insonmr-c requteements of this chapter ha%e teen presented to the contracting audtorit;. Applicants Please fin in the workers' compensation affidavit completely. by eheeking the box that appftes to )rota situation and soppt.ittg company namm address and phone numbers as all affidavits may be submitted to the Departtent of Industrial Aecidants for confvawtion of insursaca eevemLre. Also be sore to sign asked date the affidavit. the affidat it should be returned to the city or town that the application for the permit or license is beinz requeste& not the Department of industrial Accidents. Shouldyou have am questions regarding the "Ita�or ifyoo are required to obtain a workers epmpettsation policy. please call the Depirtmem ag the njimber listed belay. City or7otraS Please be store that the afftdavis is eroatplen and printed kzfbly. The Depatment has proYfded a spex at the bottom of the affidavit for you to fill eat in the e+reat the Oflia of Wcnignimes has to contact you regarding 6: applicant Please be sure to Lli in the pets itnicessum number which will be used as a tefeseatx number. the asMdavits may bar rt:ttatted to the Depanmad byatail or FAX unless other arnagetacttts hone been made. The Offsce of lovestigatfons would like to thank you in advance for you cooperation and should yao have anygaeaions. please do nor hesfute.lo give us o all. The Deparintgtt's address, telephone and fax tmmlter: t The Commonwealth, Of Masaae11turrits bepartment of Industrial Atdden6 IMCM rf Ittn/tttJrltes- 6W Wasblagtoa Ptrset Bastna. Ms. 021I1 fax 1. (617) 727.770 phone C 017) 727.4900 tzt. 409, 409 gr 375 FROM : JK Scanlan Co Rccusonics FAX NO. : SW 457 4523 May. 25 2000 05:09Ptl PS V 'in ^S A7P.. "6 s� �A-ION c ♦" S T7EP Oi • 11a2D S CERTTKA FROM : JK Scanlan Co Accusonics FAX NO. : 5W 457 45M May. 25 2000 05:10AM PG WCHARDM SCANLAN 31 FATHER CARNEY OR LuLTCK iw =as Aam�arar i Belanger and Black Consulting Engineers 161 Granite Avenue BOSTON. MA. 02124 (617) 265.7411 FAX (617) 265-7466 UAI=e2 r �y► it I Inc. Me� ��-/�� I wrrNo. /may'/ os CALCULATED lY ChECKED BY DATE r r , • is L :'✓Z �f� a �p,JP� tt _�—,�0' I'/6 � J ! Z i, i 1 I i ( ! r ! ; r i i G. � �� � • t 1Ti—P111 ! I ! ► I ! ! a 1 1 , qys zutj By 1 �. , —ram Id Me: !? I I I R! o Ito) i• � IO 1-it i Rars.Atyrs,sAnr�s tb�•rraLlrAAQu�a �Lsm Belanger and Black Consulting Engineers 161 Granite Avenue BOSTON. MA. 02124 (617) 265.7411 FAX (617) 265.7466 Inc. 'D° N'°`w'sr►'14-n'''ai CALCULATO CMEMD SY DATE SCALE _.terr_ _� - � n_// _ .. -• -- _ -r -- �j - --- - • Atb— ate` A-o� + i i , 1 ; t I � i ? • I 4 i ; Sant b9.RDR ENGINEERING INC May-24-0 @9l.L2_p fren 7812793356*1 617 2824592 •490 1 18 AOA B*l"ft by-, conswav &gkwrs FAX T ANSMUTAL 271 Moh SL Suits 303 Stan6hmn. M**Wchuwtts 02180 721 27SI-2800 FNc_ 721 279-3W EMAIL- AOAENGW%k0LCOM DATE: 7 Af/va PROJECT. JW t,a Asaf COMPANY r-1jxe4 //'I $ • � AnDI,IM .A4Xo4CoA1 I"1 H1gY . z000 MAIBER OF PACES Walm C CovER SHM11 �O BY .wjr eery ¢fi/4o7f v�/ rW C - � Go.�r�G lfi�<rc/t�ja✓j cf�e'za&" -ine.- 4 e -rmr' o 71Ae4-4- CP - OFSTINATIQfI FAX pto_2r- Sent b9JRDR ENGINEERING INC May-26-6e 99219►e from 7912793556*1 617 2824542 rage 2 EiVE1.OPE SYSTEM PERFORMANCE COMPLIANCE PROGRAM VCRSIOW 1.5 Massachusetts board of Building Regulations and Standards This Program is to be used in determining coMliance of e®erclal building th'ecmal envelope with the criteria met ZOrth in Article 10, Dection 2014.5. CITY: 1 Boston Mh WILDING: Office Bullding - MRI Y{mouth CODE cb,C,iD: both boated and tooled DATE: 03/24/2000 W,LL OAIOffATION N NL S 6E S SR W bW CRITERIA WL ARBAt~1027 1000 1027^ 1000 ~~1^W1 0,267 CL AMMI 142 Ito 140 140 1 1 WWR gel I 6 .6 .0 .6 I 1 0.620 PT t o 0 0 0 I 1 0.0 VT 1 0 0 0' 0 1 I ►7/A Uof 1 .35 .35 .35 .35 1 1 0.599 WALL Val .02 .00 .02 .02 l 1 0.000 TIC 1 21 21 '21 21 I 1 1 INS POS1 2 2 2 2 I I N/A E=P I 1 I 1 •1 1 11.000 LICIrrs 1 2 2 2 2 I 11.300 Dui I 0 0 0 0 1 1 0.0 __� _ �---------- L 0 A D S _TOTAL- ____— nZATrAG1 7.323 1.245 0.153 2.230 1 5.592< 12.995 COOLrwrol 3.632 7.037 6.867 6.973 1 26.528C 31.666 TOTAL 1 7.-945 8.303 7.620 e.252 1 32.1204 43.661 t ttttt tort PASSES •ter....• _ City: 1 Boston HA Roof Has Vo Valucl 0.059 ---- skylight Visible Traasslttanoet 0.500. Lighting PoetCandler SO M--1---- % skylight Araar 0.000 Wall Adjaaeat to Unconditioned Space Max Uo Value: Floor Over Unconditioned Space *M" Uo Value Wall Below Crude Min A -Value: UnhaaWd Slab On Grade a 924a Boritontal Min R-Valua 16 vertical MIA R-Value 7 0.141 0.055 0 @36a 949a 13 10 6 4 Sant by IRDR ENGINEERING INC May-24-00 09119pn fnon 701279355601 617 2624502 •ago 3 Received Yap-1749 E8:31em frog CCITT G3 + ADA ENGINEERING INC page 1 i0A W •aa ML93 AM Pei BOLA' NATIOM MECHANICAL CODE vale aW M: PUSH WIEW FMCOAD Pion Wow i Fee: Date: IpOt Dais Tbamm ow — - DUaD NO LOCATION Isaw awrowri su""a DESCR"ON , RED BY daded otijB p0BROW1taAdppM160M 6j AllnatU MMW/A<anoMftesd tW WtdalTbeoYararrlra24omwo W idobae ai fib nmd 4 WQ p M aro4a aaa aarmu apaaaabospo d 4*1 1a0 awo6 00Yr�eaa wnn�o.aya9p6cd✓k avoa samara S eaa+lb,.r.Ann 6e coda pra4atM9 MNtir ma►6a tppltaata IDapoeec aAamo.hr wmrd Y dagnKb M nsd onn by thoaawt+DYn Y�au40p..w ana aapDY d aw.a141gaRapaYid bdpraaraY� ad�A,G oaniprodan dca•a�..na traada wngi�w. CORREUMN LW NIX DESCRIPTION CeW Samson a i Coonid+t,iM3.l7uAG+OROddsandgo0afdiel+Ytndwa4irwdord.� IYOad�c�vrll�..�..w�Yp�oNDl(ae. BOl11W Y Fa MaMrn.ik d at04t0 OMW 6t1a CeAe ASNr�y�� mafonel 01t.6M1 h �y.�rad i11�61t9. WNiR 0nd 7ladanvat 016� rtC1E n a0ir 9W w Ddp1R droskp dlw W09wa One PMWW adZMW sonssm of banamtothe CDdiAdmhvuoat ots"W. ~ M-Qr4ra0RYorWFO°' 40"1baahon: BWLbWC OMALB AND CODE ADMINISTRATORS NURNAVOIAL, INC. 4061 W.nMOSMOOR ROAD COUNTRY CLU9 HILLS, ILLMOl8Eg178•t(/PS sat Sent Ey1RDR ENGINEERING INC May-24-00 09220rw from 7812793536*1 617 2024302 pave 4 Piwalved MaY-17-99 89:31sm from CCITT 63 + ADA DIIDINEERING INC page 2 lu eB •ea Salem 4M On Nay-24-00 09120Pn free 7912793356#1 617 2824592 Pago 5 SanL bv'ADR ENGINEERING INC Received May-17-g6 09:31aa iBi t'O '00 mD�Oa IFAA from CCITT G3 + ADA ENGINEERING INC 4w P83 MECHANICAL EDUIPNEM (CMPW4) C&wmmm Wmwnerea to w &,wtkrd / (A OCC A&IOU S� , som4Dn iti� -`-' Egv9nlan aPprwd �a� 1j �..OuWbor hos moon jm4or.0 Elsarri[dr r.�r•ninwly (af+marp AIR CIISiAI`C N gVETEMS �pl•msne poN! 4ad u•• (M,4A l v D (M,10Rg Doo}venngs, G^Gpt Flex** ducq Of14 v) Duot klsiaMEPD fMti1C7.Qf Y �t lr: and Vdit bCffdn DUCt smoke delaears plld0a01 ✓ Ihdrs twiam --�- �� uhmwt GPM Ctndnea Syr axlwust tLldt2o} Flra denp� (AN!&0} Smoke oowd syaom. /, I4.y i Dwt ncdc and rrMse ca�y�ror systems (M,373.a} 1aTCHtEN EXHAUST EOUIPME1{T (Chapter a) F6*or �%cammamwboodsan &'Os HODRD£Stt3N hwd w mmxmM gifo#4 Hood 6Aud (M.044 GREASE REMOVAL. araa•• lamovel (AIL=O) Locetlonarmal:• pt(.6ou) DUCT SVSTIrMS Duct dGstgn and vadGtY pw ma f, m4ftl) PLO OWkM i3n A66O" ShRltenckwo• avaaaU Etorizorxat anlwul• (ll�b0od3 �tlnmWaon(M.506Tj Clearance fo mrnbUIMRs "7,1) aLp"FSSIM SYSTWS Labeled kurmnaUorl RebnMed (M g* 1) Aeholon end Hrorcarrction (WO&Z M-50AN TEST Cbatraut aerledrge iuemiteed �.Spp 1) — 'I•ttm•Clcdeubmlged{AFS49.?J Page 3 Sant EytRDR ENBINEERINS INC May-24-60 09129►n fron 7912793336*1 617 2024392 oa9a 6 Receilicd tlay-17�0 09:31an frm CCITT 03 » ADA ENOrNEEAIRG INC page 4 303 00 00 00t90 409 P06 CHIMNEYS AND VENTS ! (ChapW IX) MASONRY CHNN"S Low4w%t oarum ( - t,OCo� ru-lso�J Lift (M-=Tjp Ao11Nn m (►1.IW4 Cu6RwnOcall�l27/.q ' 1�JcPP�Nca6 [1,OOp . Q.mO' � H � h a.00Da FJ FAC ORY4 ULTOW AhM .T__AppMlval(tt920.t1) lydanaftn (L.1206.2} CONMCTORS Ccnahvctkn( ma.t A61ffg4 kwldla m P121as) 1 wft* canrctiwm owlt,4-0 PARTCLIME MAITFR IN BASES combusdon pe9aa lu-I ps f) + www4 etkn goam (w-17MZ OoMp6r3 (IYdP17A) UM CHUMV8 OonKW niquVamwo (6f 1210AJ . LVW4"tNpp110 E1,1AMO*FJ opt:ll� 1fcppelup0t(1.ppp,�100.51 tt�J anDes(r�,Dog�F� VENTS AppnRt (�F!ffiL1, 31.12aX tl6bfa8an{A/•t20L� EXRUXTEM Gwww woftme to (*121A U Ccl9ieaW+u t76deuat6r (AFra1G?,( AnehetlDn pu�t2laq 1 AIR QUUUITY , (Chapter 17) PMELMN dMMADS taW" (AJ6IMLQ SULFUR ORME E k&jcn6 m+e6nba)w, fM47Dk1) 4- Nay-24-00 09120rn' fron 7012793356*1 617 2824382 ►age 7 Sant by1RDR ENGINEERING INC Aecelvsd May-17--00 09:31am lml ea '00 eese0 VenMadw ragUlrarnart6 p/.14MO) b 56 lMCALVVMLMMN ��//�%%rftdm � t6 V-�—M�+m a+tloor alr (M.terxa f} "REAM from CCITT 63 • ADA ENGINEERING INC dm pw i 5) AIE✓ CAIVEKT+IRTIONiDanry.l �� � Tr11RpO/ad atr (Af-tdPR!) ��PPIYNl�rtta�b7 Iladunim6t trduwt (llf.teplaj ��abll6d 6paC06 (+tf•ta09,o) CousLa 1Ot AIR (Ch=Mr 10) w Amorrrt d atr�0 ct1.t11,00G B>v Ak-tact;` f) Comirve artd aejeemtapaegs (At•fOOMV outnoort MM --��t(�sraM loetllon� Cans Of "MDrAd UPWOVs (1M1MW vah" (Mm6.1) &n Of vwkai opadrps (jwrwcM �p�eParatton (ARruar.�J LIECKVCCALVE 1uAnoN combumon air (1 ou. ftjuoo 8tuh) pi&rooal) OPENING Ca8TnLVnDM EVWWW QMMP (M-ft7174 e0HPAS AND WAM tFATEn (charr+br a) f as nab W P►t-eoa r, U405 ww5R �._ iXperotan tk* fM 6A9 aJ Gau96s iW4to. r ��6 N•BOf.1) Safaty atlwa (1t�c�, f, Aldp?,$ +t1 09mftvo NPa (M•Cdd.4) LtM wrier aAef r (AI.O77,a) f31owrn1ywG f+u�06.a) �Uaug66 pActaa Page a Sant bvlRDA ENGINEERING INC May-24-68 89820Pm from 7812793536►1 617 2824392 •act• 9i11 Received MaY-iT-98 l4:Siaw from CCITT 03 + ADA ENGINEERING INC page 8 201 20 '= maim W FI10mc Pipm Alh (Chopb►T) tAardab awma12) "a,amoacDn Pu moo} J*n am COnngodons } � Axitaubn ow.>ae rn �.+lon enaoDrdraetlen p�� V111Wa G�7D8.o) —. PipR -wpott pl-TWO) Trelalsrflid y-7t110} am PIPIN(k SYSTEMS (emPbrd) wv✓fa1L RqWWM PA#Xt) Plvegmaortlfl►Ftroeoj pP�OAproawt,o:,�YDv<A �_.k>rnx and oorrlec2lD,>s Maw) tlfolmnad k�D.saol,e P"O" Mataors am k0P6ris Afarao) Plprtg a oanemkd ba�ona Ourrort� UNCgioROUW Ms Plwelo A-144 WrArturn depth pW-Wj) Protection +QumDonoslott W.WT-J Connection or pl=dc ptgp pl.W ) Plpap��lhr� �s106ean 9Ane aV8 etRlD= GAS PIPINo Pine sam0 p� eax0) Rv PUNWOMP14W4 6"=FFVA1YtG �_E1crolloranuDtl pu-aft>D �.,c_Alstwtadw (IVaIt� �/ hpplsrrcs oerrrctbn �f/,�} FLAMMABLE ANt) COMeU=SLS t.IGUID BMWE AND PIPING SYSTEMS N/ {Chapter S) seorwa eymem (AI+COt.2) -`-�—Materiels (M.Mg) Jdnts and conneabn VWWO OlwCn ProOntlon and leek dewson pN.t 54 �o+a end suppons P 44c) L>rldar8rolsiyPiPlnO (AFP07.m Fuel an system (A kv.a1 PcmF %xmkg cygem 0WV 1 VALVES t>�noatRlcaartA4atr.t) PurrPnAatvaroelAwrr.�p �ro1wr>d atorapa tank k+st�atlan (AlfoElt» Fuel oA 1lsater 1eae1 valve lupr t.* AI-0r r,6} Sant by IADA ENGINEERING INC May-24-e0 e9821r•n fro" 7812793336i1 617 29247e2 page 9011 Received May-17-00 09:31am from CCITT Q + ADA ENGINEERING INC page 7 sal w rW aa:eo 409 i07 'BOLAN KEATING AND COOLING SYSTEMS. N/ ' (Chapter ls) hatandan rmgdrem rrm (M 1aQ2QJ fisataarsbrbid pi -Imp) EquEfmrent (AY-tA02./) fJatmWs (Af•td06.QJ • FIREPLACES. SOLD FUEL -BURNING AND GAS ACCESSORY MPLfANCE$ �/ (Chapter 14) Nazmdous beadon (M-i4oi4 I MABMW FIREPIj4Zn pwd) Rwm hston (*110E0) CbAnrtoe b oortlbu61Blo6 p1! !!MA) FmstorybAwsgkov6(MtfG101 _,.Opsn4ptoCledrharey(AFf40f61 MASONRY ARERAC63 OOR�laR (1f 7404 S iJ OlmenSbM (A&MM f) CWff)Ol'a mth aMW hood6 (AI.144e) Mhtl oonstr lCft (M-14G42) BARBECUE PITS ExIdrabn of bon (A444042.1) IAtilll eenAtnaedbn pu 14a5 f) iWOM and owks chanter QIY-14W24 FoundWcn (M-14MM Heat alwha 0ers (m 14"") to eoff"w ou 1*14 .S) Rnmisoon and hoom (A&14"3) lMotan aftust end avpprpo*n (A41AMN) Hearm sammu ion (AA• Amtt!) QAB ACCESSMES f%0p1110e Qae-ttarAnp ppnM10't6 pV�11GRin tNCINERATURS AND CREMATORW (chapter ts) _General (M tsal.0) thaamatoAsA (M•1B1a0j Ce"mr Am and kldu"W wrieralm • (A1•rQaanrNot�r,ArlsaaoJ . -7- Ilopt byIRDR ENGINEERING INC May-24-00 69s21 rm from 7012793376f1 617 2824392 rave 10e11 Received May-17-91 09:31em from CCITT 89 + ADA ENIIINEERINa INC page s I@S me IM WINM 408 r+08 CLEMWXE I RID; CT'iQN W Labefed►aptictlon(1yrf02T) I ��� R6duaGDnlab6[N-tla2� 4r%' YEC:F(4►�IQAL REPl1KIERA7TON (Cfbpber 13) —f 6dalpbuElW^wiwK (M-13014 Q W rmES OF REFRK MWjr Cbvua i pu'-t94t r) �01"0 3 (*lWL#j M6m6tl.6,.mQ tenNG#Ij st) REFM!GERAWN PIPING AND EnlnPMEMr ✓ E4tr roM 12"M4.1) — PM Hs161q VW-IM4.1) P616 Jbm arm aWftDmn 1µ,004.3) DsswN CONDrytONg - � �T�OT)Crirr►wntue Mu nft p1.101T4 j -URAITIMG DEVIMS I o.�+elnpu-r�r) ►kxftM*ftVaf•!MX4 - PRM PROTECTION Pk6aln. w d6v1D6 DAM*p wV pW-lsw2r) �+St+�taoes�p . G.na61(A4-lW?..a AbTj2f) GeMEnA�uAC�41►n;rlrpppRg . v6n6rr;er.recaT) ENERGY CONSSWATiON (Chwh s 19 & 3) �+m brill aihtoer av (A4-fpog?) ✓ M6DA6rienl wiraatron Pl+�tap3.>g _� SiNultAneou6 e6.>;,o and 000itn allaT 4) Ewlpin6M PwbMUM a gwenwrg (A4-TOo4.I) 41-•. @y9S6m 6qu[pnent (JI!• ii042) . Syal6m CorpParlerm (M�!>iO4.3) ► 041px" eu-l"q) J CambDstlDn 1m4sng aglip1n6n1(bt.1AD4.E7 - Mid kAulason (R) value OW V" Sent bVIADR ENGINEERING INC Ne9-2e-66 /9921►n Cron 7812793336#1 617 292e362 •eve 11�11 t. i� �11.p� ., �.. 7t �tiCI9CtSTi�JI� Ta TONY Fox 7 7U-2M3336. f ' 14an MYMD.nxdwjr. 0M Vw24,2000 i , . u 21Y=uh,Y6MOA Allow 3 I �. TONY ' '1'IB;tCEARBIBBAAF.ISAh'AP6eII�9FOA'1183BUtIDRdCi' � CMJ N0S MM WM A MK DF &30 t' WALLS: WOOD FRAME V47H 299 WOOD STUDS AT 16" O.O. 4054 SP' G1AZINM WINDOWS AM MASS D DMUM (U 3S) s DOORS: 13tMF con 1 �: i SLAB ON GRAM MUM 3t�L1'%=PSQLATICNn0vt rTM r ANYMING YOU CAN DO TO RUN THE CF>EM VXKRA BE APFW94ATED. • i; THANKS 'I t i 11 i l a6ed Calm wd ee ties �YVNIU33NISH3 M • 8J UIM moil 10d2j:n O"Z—AUR DeMaoay Belanger and Black Inc. Consulting Engineers 161 Granite Avenue 60STON, MA. 02124 (617) 265-7411 FAX (617) 265-7466 ,o, "ETMO._ or uucuuhoer Jul, DATE 57/Wl CMECXEG W DATE vAi s • i i �Al�r� L.6f?�y�S y _00 _:�.-—',iyrJt►y�---- -- - -- _--- —'- . Ail ,P y -r> Pry s 0. 01 j ! � to 7 1 1 y ♦ 1- '11' llqn 01 ! __ I f!04 i! f 1 i i jrz --- z ;13L0� -Oo' Aj I � li!! Iiilll'II! i 1!I i ...... rlww.�..wnw'•�•,� � apt\.r11Q1tl�0m • Belanger and Black Consulting Engineers 161 Granite Avenue BOSTON, MA. 02124 (617) 265.7411 FAX (617) 265.7466 �, �De �AGM.LlYJ4—H.�I Inc. sHEErw. � � i or CALCUATED eY�L�� LATE CHECKED@ DATE uJUE i ' I rj Wwl { i ! I .I► 1 i yl!iy !! �ijij ,r j FT I s t '— i ! f I s FT—, BUILDING PERMIT APPLICATION (j �� APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE TH SE, P N OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAM 9F[j SEE, ZOOO Town of Yarmouth Building Department U JJ UU 1146 Route 28 • Yarmouth, AtA 02664-4492 Tel: (508) 398-2231 x261 • Fax: (508) 398-2365 3y Use Only i Planning Board Information Ra" Tie Assessors Depvtment Information: Map Lof A'eP t0r Permit No. Date tl Permit Fee $ y d o Endorsement Date Ord Now Deposit Rec'd. $ Date Recording Date Plan RD 1.4 Property Dimensions: 3 ,Z V� �a. 5 jxe Omer Net Due . - $ /O D (sf) F_r(x) Lot age This Section for Office Use Only Buildina Permit Num r. Date Issued: p;- G CertificatepfOicC upancy Signature:/ - - Bui g Official - Date - -- Is - Is not miuked Section 1 - Site Information 1.1 Property Address: �a. (et. i) 12 Zoning Information: 2 1Yo.tat-4c-u eru ► C� Zoning District Proposed Use 1.3 Building Setbacks (ft) Front Yard Side Yards Rear Yard FIELD COPY . t _' Fd -oo- q73 cK. io53 _ BUILDING- '' PERMIT � � 12e Hymm OAT �ERMIT NO. APPLICANT YMr ADDRES (Noll (STREET) I�CONT�R�'S�LICENSE( PERMIT TO - NUMBER OF VX45M I—1 STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) - AT (LOCATION)' ZONING D4 DISTRICT ' INO. P ET) BETWEEN - AND IC SS 6TREE C SS STREET( .'�cc/�p JD/» LOT ':, SUBDIVISION LOT B2 730 SIZE BUILDING Is�O BE FT. ID Y FT. LONG BY FT/IN HEIGHT AN CONFORM IN CONSTRUCTION 13 TO TYPE USE OUP ENT WALLS OR FOUNDATION ITYPEI Fare= all REMARKS: pw V _--^ 6-5-W.a6 mow/ -- o� I— 6 O �.,� O v 4 AREAOR VOLUME ESTIMATED COST VQ - 006 FEEMIT $100M -• ((CUUBBIICCISQUARE FEET) - aoaaaaa6aa OWNER ADDRESS 265 Mmk9ala Ddve,. ��v PM �11- Contractor. Company Name Not Applicable ❑ Address Registration Number Expiration Date Signature - Telephone Section 4 - Workers' Compensation Insurance Affidavit (M.G.L a 152 S 25C (5) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes ........ No .......... Section 5 -_Professional Design and Construction Services - for Buildings and Structures Subject WC6irlstruction Contr6f Pursuant to:7B0 CMR 116 (conta'ining more than 35,D00 c.f. of enclosed space) _ Section 5.1 Registered Architect /L1j'E?eN D. N tApprrable ❑ Name (R trant): /ice JeO E X. aWZ Registration Nuncer.900SLI Addle 6417) A.Pa—q sO / EapirdJJ��^nDate Signs Telephone �/� &. 2ppa 5.2 Reoistered \;Dyw sxaezzr,:L Nam/ b / Q�N/%� �{J �• �oSi o/�Ji �J'!� • 42t 21�L Area of Responsibility Address Signature Telephone Registration Number Expiration Data Name XS`,., A ,/ Area of R lily Address z 7// Signature / Q _Mall �-s4_A.4.A�t T p Registration NunCer Emeation Date Name�oArea r of Responsibility Address 6.31 Signature / Ey Telephone Registration Number Emiration Date Name Area of Responsibility Address Signature Telephone Registration Number Expiration Date Contractor Not Applicable ❑ Company Name Signature - Telephone 9-15-99 2 of 4 Section 6 - Description of Proposed Work (check all applicable)] New Construction J4 (for muldple family only) No. of Bedrooms (for multiple family only) No. of Bathrooms Existing Bldg. 51 Repair(s) ❑ I Alterations WC Addition Accessory Bldg. ❑ Type Demolition Other Specify: Brief Description of Proposed Work: , 51=tr=r—i4 A 1. U il.�cmlasiRJ(fGTi ► �St e U O� 10 er2 t w 1 'Qe SD1JrfA �iHOC (o • S'• �000 Section 7 - Use Group and Construction Type Building Use Group (Check as applicapable) Construction Type A ASSEMBLY ❑ A-1 ❑ A-2 ❑ A-3 ❑ Al ❑ A-5 ❑ 1A ❑ 1B ❑ B BUSINESS 2A ❑ 2B ❑ 2C ❑ E EDUCATIONAL ❑ F FACTORY ❑ F-1 ❑ F-2 ❑ H HIGH HAZARD ❑ 3A ❑ 3B ❑ I INSTITUTIONAL ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ M MERCHANTILE ❑ 4 ❑ R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R-3 ❑ SA ❑ 58 (� S STORAGE ❑ S-1 ❑ S-2 ❑ U UnLITY ❑ SPECIFY: M MIXED USE Cl SPECIFY. SPECIAL USE S ❑ SPECIFY: Complete this section If existing building undergoing renovations, additions and/or char a in use. Existirg Use Group: 1 VWtU11 Existing Hazard Index 78 CMR 34 P"roused Use Group: V e Y}, eta 86 'L)&cL C. Sc9J Proposed F�azard Index 78 CMR 34 Section 8 Building Height and Area Building Area Existing (f applicable) Proposed Number of floors or stories Include basemerx levels T - Wo a A� ^ uk w.tT;-i p 1 ftC� Floor Area per Floor (so 4, { -t-1ve" Total Area All Roots (So 20 $ o Total Height (ft) -46 3D Section 9 - STRUCTURAL PEER REVIEW (780CMR 110 11) Independent Structural Engineering Structural Peer Review Required Yes .......... No .......... SECTION 10a OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWN AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I 1 , as Owner of the subject property, hereby authorize /01Y4!?001 .0• �� T � to act on my behalf, in all matters relative to work authorized by this building permit application. �pf4��2oo O Si nature of Owner S Date 7!: Cz c 9-15-99 3 of OVER Y I, / — , as Owner/Authorized Agent hereby d dare that the statem and Information on the forgoing application are true and acurate, to z the best of my knowledge and lief. Signed under the pains and penalties of perjury. eliy4evA-/ D. h'A�7Gotr t . Print Name Signature of Own/Agent Date Section 11 : ESTIMATED CONSTRUCTION COSTS hem _ Estimated Cost (Ddlam) to be completed by permit applicant 1. Building 2. ElectA al , 3. PWmbing / Gas 4. Mechanical (HVAC) S. Fite Protection 6. Total. (I ♦2t344♦5) 7. Total Samara Ec ftnw I . Check Below I 0 Conservation -Commission Firing (it applicable) ❑ Old IGngs Highway & Historical Commission approval (if applicable) 6-%&x4 21 c 410 COX ,,�f....,1�� �/.KrOG- � ���( ��J'✓J'M"`�'`'''`'�I '"Sj /�"'ri�v�-�st 9-15-89 �"� �� A�4 of 4 340L s'_ 3_ C,a FIELD COPY BUILDING �},rN•� -,�, .+'o1�n�-f_ PERMIT Cg-7d�7.?b .. DATE - + y 21M PERMIT NO. APPLICANT Myron Rnrtfnrd ADDRESS! 161 Cranite. Bna#- n L(NO.) (STREET) (CONTR'S LICENSE) OF PERMITTO Demolish. reconRtXU= N{/MBERG _) STORY DWELLING UNIT )TYPE OF IMPROVEMENT) NO. � )PROPOSED USE) �C AT BETWEEN I Z .ICROSS BUILDING 15 TO BE FT. TO TYPE USE REMARKS ZONING DISTRICT R_1 FT. LONG BYFT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION BASE ALLS OR FOUNDATION for bugxaeasjffice containing 2RI and CT scanning suites. Building and site are ttohal'e all nev tilitites including sanitaryp electrical. plumbing• fire protection ARMA $0AC ! FZtrQ &(/PERMIT 1755.00 :.PLUME ESTIMATED COST FEE (CUBIC/SQUARE FEET) William Boucher _-,OWNER I /Q ADDRESS Y 5 INSPECTION RECORD DATE I NOTE PROGRESS• CORRECTIONS AND REMARKS I INSPECTOR BUILDING PERMIT APPLICATION APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE, OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN AONE OR TWO FAMILY DWELLING. Town of Yarmouth Building Department 1146 Route 28 . Yannouth, NIA 026CA 4492 Tel: (508) 398-2231 x261 • Fax: (508) 398-2365 a Usr- -it QGGurAyin y - - ice Use OrVy Permit NoDEMDate - , I - Permit Fee $!7f'S.',.. i - ,,-- rr.. ,,'' Deposit Rec'd. $Jam' Date 7EC(YL� Net Due '.$/7�5 O Planning Board Information Plan Type - - - Endorsement Date Recording Date - Plan No. Assessors Department Information: `fa° InI map tot 3c Old New ` " . 1.4 Property Dimensions: ' A 3 ,t i S% .LotArea(st),7.SP- Fmmagen) = tot Coverage Other This Section for Office Use Only Building Permit Number. Date Issued: Signature: ildi Olfudal - -. ate Certifica of Occupancy -:' is 'is rat - required - Section 1 - Site I ormation 1.1 Property Address: I 9 2 Iyannough Rd. (Rt.2$) v / V �'� 1.2 Zoning Information: B-1 Business. Zoning District Proposed Use 1.3 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 30' 30.3' 25 26.4 20 229' 1A Water Supply (M.G.L. c. 40. S 541 Public X Private 1.5 Flood Zone Information: - Comments: Zone:B._n X._ BFE: Section 2 - Property Ownership/Authorized Agent 2.1 Owner of Record: lavlle- . N. a ovago- tTi-. P. o . /jcX G7 Name (print) Meiling Address: 6WO56- 7r6r+S1 - o 414. o2oS • aoS Signature Telephone Telephone 22 Authorized Agent: /1'dXe6" rfl •-/.G&77ja/e,0 /6! Ga.cce �t✓ .dc... �3.d -. /Jta. Name (print) t.S// w Mailing Address: biz-a-PV-s4sb1 Signaturpor Telephone Section 3 - Construction Services 3.1 Licensed Construction Supervisor. TO 015V Not Applicable ❑ Ucense Number Address Expiration Date Signature Telephone 9- 15-99 1 of 4 OVER 3.2 Registered Company Name Contractor. Not Applicable ❑ Address Registration Number Expiration Date Signature Telephone Section 4 -Workers' Compensation Insurance Affidavit (M.G.L c. 152 S 25C (s) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavif will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes .......... No .......... Section 5 - Professional Design and Construction Services -for Buildings and Structures Subject to Construction Control Pursuant to 780 CMR 116 (containing more than 35,000 c.f. of enclosed space) Section 5.1 Registered Architect: Not Applicable ❑ Name (Registrant)- Myron D. Hartford Jr. Registration Number Address i_161.Granite Ave. 3854 Section Engineers) EV12t Aug 2000 Structural Name John Belanger Area of Responsibility Address Signature 161 Granite Ave. (617) 265-7411 Telephone Registration NuMt! 7 Expiration Date -TUVJt7 O r Name ADA Engineering Area of Responsibility Address Signature 271 Main Street c.,._s..._ MA nor o0_0 279-280&Z elephone Reg ion Number Expiration Date Name Prior Engineering Area of Responsibility al Address Signature cc 'SAND U% . ' fTg4 �, 0 �1 TeAGptone T% Req tlon Number 4 Expiration Date Name Area of Responsibility - Address Signature Telephone Registration Number Expiration Date 5.3 General Contractor x 6 C''w+,w a /� Company Name Person Responsible for Construction Signature Telephone Not Appricable ❑ 9-15.99 2 of 4 re,. ]JPl�:ti I, , as Owner/Authorized Agent hereby defiare that the statem s and Information on the forgoing application are true and acurate, to the best of my knowledge an elief. Signed under the pains and penalties of perjury. Signature of Owner/Agent Section 11 - ESTIMATED CONSTRUCTION COSTS hem Estimated Cost (Dollars) to be completed by permit applicant 1. Bulldirg g 25, ooa 2- Electrical - 3. Plumbing /Gas 4. Mechanical (HVAC) 5. Fire Protection 6. Total .(1♦ 2♦ 3 a4. 5) 7.70tal Square Fl. hunwrti & Wmvel Check Below [g Conservation -Commission Fling (if applicable) ❑ Old Kings Highway & Historical Commission approval (if applicable) Date 9- f5-99 4 of 4 Section 6 - Description of ProDosed Work (check all applicable) New Construction al I (for multiple family only) No. of Bedrooms (tor multiple family ony) No. of Bathrooms Existing Bldg. E5 I Repairs) ❑ I Alterations J] I Addition Accessory Bldg. ❑ Type Demolition Other Specify: Brief Description of Proposed Work SELECTED DEMOLITION, RECONSTRUCTION AND EXPANSION OF EXISTING STRUr!TuRF FOR BUSINESS OFFICE CONTAINING MRI AND CT_'.SCANNING SUITES. BUILDING AND s s Section 7 :Use GrouD and ConstructionTvoe Building Use Group (Check as applicapable) Construction Type A ASSEMBLY ❑ A-1 A-4 ❑ ❑ A-2 A-5 ❑ ❑ A-3 ❑ 1A 1B ❑ ❑ B BUSINESS 2A 2B 2C ❑ ❑ ❑ E EDUCATIONAL ❑ F FACTORY ❑ F-1 ❑ F-2 ❑ H HIGH HAZARD ❑ 3A 3B ❑ ❑ I INSTITUTIONAL ❑ 1-1 ❑ 1.2 ❑ 1-3 ❑ M MERCHANTILE ❑ 4 ❑ R RESIDENTIAL ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A 5e ❑ i 11T'T/ S STORAGE ❑ S-1 ❑ S-2 ❑ U UTILITY ❑ SPECIFY: ' M MIXED USE ❑ SPECIFY: S SPECIAL USE ❑ SPECIFY: Complete this section if existing building undergoing renovations, additions and/or change in use. Existing Use Group: USE GROUP NTVrwJqRW= ri Proposed Use Group: 0-8 Professional offices.80 Diagnostic services. Existing Hazard Index 780 CMR 34 Proposed Hazard Index 780 CMR 34 Cnn/inn A Ri dtrlinn I-lainht nnrl Aran Building Area Existing (if applicable) Proposed Number of eeors or stories Include basemntlevels TWO ONE with Attic Floor Area per Floor (s0 f Total Area All Floors (sf) 5000 .6f Total Height (ft) ,1 Max 30' Section 9 - STRUCTURAL PEER REVIEW (78OCMR 11011) Independent Structural Engineering Stnrctural Peer Review Required Yes _.__... No .»_..... - emr-TinN 1no nWNFR At TTNnR17ATInN. Tr) RF CDMPL FTFD WHEN I, ez hereby authorize my behalf, In all R Sig —nature of Owner as Owner of a ubj ct prope Z& "' �/� to act on relative to work authorized by this building permit application. Date 9-15-99 3 of 4 OVER Pewrs+C-s • 1 TOWN OF YARMOUTH BUUMING DEPARTMENT PI.tN••'BEVIEV do BU=ING PERMMAPPLICA77ON REVIEW NOTE MAP4AC 3G19 y•Co/D y� • • z i Date of Initial Review: �/o 0 o p Aonroval Dan__, ' Ia:pertor:• S .. ��Yr� D • "mew. i r10i6� r f'f i/�� 1�.P.0177 ow iu (3 La G Pi�rn .T - l%%aHj;W I* L ADD Since. �.Ts•1N f�•C. B�-r�ske•-o,�s' ' •3 mBvcFJ,vc� �,Y7.'E�rati EMTi2K+•,uG� Ne,—Stfow.•. ' • - ap0l= �/ o uwr�. i t3c �"/i8v �+E Fi�.isr G2>4cj� � ti • �xrsnkc rvr a` EzT, STA/2s reE.o.H ' • � I�7T/GC�IYD 1=Lbvrj� I�i.A�v NeT Sir w N' • Tf ENG�L� y SeN,L.si d NeT �irere.o�! a • /4 /(.C. �!% Mire �4.cc ass- CK- j'buD.�•rw • '•. rs FL�►t• �og:DCf' 6l�Pl�//'K'�rnGGSs--anr.-�•c • 13�Coln3T20a-r%;;! om-rn-oe- Few- �ff7T�DLDO�sYC gocfz� urn x Imo. ._.Section 1043?, fop or Alta �a • tbo zoz&q Baud 4Appeals<. * ' . ! — r . • • 1- . 'Butyl ft Cede Di" (ifapouble) o -Z • /,' 7.7 �- ire �_:�• �� MASTER CONSTRUCTION CONTROL, AFFIDAVIT PROJECT NUMBER: DATE: April 11, 2000 PROJECT TITLE: Yarmouth - MRI PROJECT LOCATION: Yarmouth, Massachusetts NAME OF BUILDING: SCOPE OF PROJECT: In accordance with Section 127.0 of the Massachusetts Building Code, Sixth Edition dated 2n/97, I An= P. Pria. MA Registration No. 23265 being a registered professional engineer, hereby certify that I have supervised the preparation of all electrical design plans and specifications for the above named project and that, to the best of my knowledge, such design plans, computations, materials and specifications conform to the provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws pertaining to the prod Project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 127.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, for conformance to the design concept. 2. Review of the quality control procedures for all code required controlled materials. 3. Where appropriate, review of critical architectural components requiring controlled materials or construction when specified in the accepted practice standards listed in Appendix B of the Massachusetts State Building Code, Sixth Edition, dated 2n/97. Pursuant to Section 1272.3, I shall submit periodically, a progress report together with pertinent to the Building Inspector. Upon completion of the work, I shall submit a final report as to the satisfa and readiness of the project for occupancy. a Albert P. Prior, P.E. April 11, 2000 Then personally appeared the above -named Albert P. Prior made oath that the above statement by him is true. Before me, r- My commission expires May 27, 2005 r' ■ ADA Entinaering, Inc. MASTER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: PROJECT TITLE: Yarmouth - MRI PROJECT LOCATION: Yarmouth. Massachusetts NAME OF BUILDING: SCOPE OF PROJECT: DATE: April 10.2000 In accordance with Section 127.0 of the Massachusetts State Building Code, Sixth Edition dated 2/7/97, I Anthony D'Ambrosio, Mass. Registration No. 30804, being a registered professional engineer hereby certify that I have prepared or directly supervised the preparation of all mechanical design plans and specifications for the above named project and that, to the best of my knowledge, such plans and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and applicable laws pertaining to the proposed project I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 1272.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, for conformance to the design concept 2. Review of the quality control procedures for all code required controlled materials. 3. Where appropriate, review of critical architectural components requiring controlled materials or construction when specified in the accepted practice standards listed in Appendix B of the Massachusetts State Building Code, Sixth Edition, dated 2/7/97. Pursuant to Section 12723, I shall submit periodically, a progress report together with-(ititetl[ comments to the Building Inspector. Updn completion of the work, I shall submit a rt as to the satisfactory completion and readiness of the project upancy/ x� ANTHONY S D'AMBROSIO L3 MECHANICAL No. 30804� Anthony D'Ambrosio PE April 10, 2000 — NALE Then personally appeared the above -named Anthony D'Ambrosio made oath that the above statement by his is true. Before me, My commission expires March 29, 2W2 (Word/Letters/AffK0505) 271 Morn Smear. Stare 305 UonehoM MA 0218040004 781 279-2800 Fox 781 279-3556 Hartford & Associates, Architects 161 Granite Ave. Boston, MA 02124 (617) 2824501 F (617) 2824502 MASTER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER : PROJECT TITLE: PROJECT LOCATION: NAME OF BUILDING: SCOPE OF PROJECT: 2000-1 DATE: April 11, 2000 Yarmouth - MRI Yarmouth. Massachusetts In accordance with Section 116.0 of the Massachusetts State Building Code, Sixth Edition dated 1127/98, I, Myron D. Hartford Jr., Mass. Registration No. 3854, being a registered professional Architect, hereby certify that I have prepared or directly supervised the preparation of all Architectural drawings and specifications for the above named project and that, to the best of my knowledge, . such plans and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable architectural practices and applicable laws pertaining to the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specked in Section 11622: 1. Review for conformance to the design concept, All drawings, samples and other submittals of the contractor as required by the construction contract documents. 2. Review of the quality control procedures for all code required controlled materials. 3. Where appropriate, Pf critical architectural components requiring controlled materials or co dw - ified in the accepted practice standards listed in Appendix B f tate Building Code, Sixth Edition, dated 1127/98 ti No.3854 p $ 'A eoarori. s was. iolyron D. Hartford Jr,off April 11, 2000 yw�t M' rH oc Then personally appeared the above named Myron D. Hartford Jr. made oath that the above statement by his is true. L Before, My commission expires i loz o BELANGER and BLACK INC. 161 Granite Avenue Eoaton, MA 07114 Volpe 617-16&7411 Fax 617-265-7466 MASTER CONSTRUCTION CONTROL AFFIDAVIT Project Number. 2000-01 Date: April 11, 2000 ProjectTitle: Yarmouth - MRI Project Location: Yarmouth. Massachusetts In accordance with Section 116.0 of the Massachusetts State Building Code, Sixth Edition dated 11/27/98, 1 John C. Belanger, Massachusetts Registered Professional Structural Engineer Registration No. 32549, hereby certify that I have prepared, or directly supervised the preparation of the structural design plans and specifications for the above mentioned project and that to the best of my knowledge, such plans and specifications meet the applicable laws pertaining to the proposed project I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding In accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.22.: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor as required by the construction contract documents. 2. Review the quality control procedures for all code control materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work to determine if the work is being done in accordance with the contract documents. A-11Z ea o C. Belan PE April 11, 2000 Then personally appeared the above named John C. Belanger made oath that the above statement is true. My commission MASS H�Gff�ItrAY Massachusetts Highway Department To be completed by the applicant. See reverse for Instructions. 1. Town/City T'OwN 01= yA-,LA&oU-M 2. State Highway route number and/or name #2 IYA06061i w•YA-L 3. Description of property and/or facility for which access is sought (attach additional sheets if necessary). e�rJvCtitT G X\ST�t / 2 6irTAY GOor HvMMrX.K Swig r.meTA\L%% ANC AD-b ON 4. Description of work to be perfomud within State llighway layout (attach additional sheets if necessary). McV%W, c,-ANsomev r, CuNSetT So' 70 Tit' wEsT ANT) oV^rLT.oW1N(i 'To i,i-E 7-`1 r w s1>-R+ w and 3o' fL.hD t i . Fi 1Gtt ram' i rJT .47 l_crT l_1iJC- wtt..t_ No-r -b,&A%, ANY VroftrAAw-k7E'1L rLvNoFt= OFF of SrTC . S. Dig Safe number. 200007o38oE Cz/r5/ooe3's/ss) V15"T PIS- CS^IJrTtr' cv(LS IN L.1tyC.Tr SEE 'pc-AY*t; 6. Applicant Information 7. Property Owner Name __,H\ELDS HC-ACTH CA(LC 6ROR Name WILLIAM H. 30VrHFZ .ifL. GoosC- IJVMMOC-V- I rJopp N4DPAi)J(IC-MUy'y Mailing address Z65 W5'6r&^TI- IFLIyE Mailingaddress _jP o -bole 5'7 b�-OC 1�Tt)r.1 r AA OR L FANS MA o 2[ ri3 -co" Telephone nu r fit, '- O Telephone number Signature { Signature Date ��/b%oo Date Return cornpleted application to District Bigfkway Engineer for ycourTown/City. Refer to reverse side for appropriate address. 1. Application number S. Section 61 finding _ 2. Date received 6. Mass historic action 3. Feeamount_ 4. MEPArequlred_ ENF-EOEA Cert. EIR-EOEA GerL- :. Plansr0umed — ReAsion submitted S. Application complete 9. Pemdlissued Other-EOEACert. 10.Pernul denied 57 33 BUILDING PERMIT APPLICATION SIGN OFF APPLICANT: IV.t#. 3 v u fjt ty Td- BUILDING PERMIT I:_ ADDRESS: a- ry,¢N/V O r. c�v APT. (�l� P)TELE. NO.: Litt spy !�S a DATE FILED: BLDG. SITE LOCATION: SijAlle MAPI: P�3G C30> LOT/: 94F Ii.'L� THE FOLLOWING INFORMATION OUTLINES THE PROCEDURAL STEPS REQUIRED TO OBTAIN A PERMIT TO BUILD, ALTER, OR ADD TO A STRUCTURE WITHIN THE TOWN OF YARMOUTH. THE BUILDING DEPARTMENT WILL DETER- MINE COMPLIANCE TO THE FOLLOWING (A) ZONING REQUIREMENTS (B) HISTORICAL DISTRICTS (C) FLOOD PLAINS ZONING. THE BUILDING DEPARTMENT WILL BE RESPONSIBLE FOR ASSISTING THE APPLICANT THOUGH THE FOLLOWING DEPARTMENTS: RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: DETERMINES COMIANCE OF WATER AVAILABIL=. ENGINEERING DEPARTMENT: DETERMINES CO2D'LIANCE FOR PARmc AND DRAINAGE. CONSERVATION COMMISSION: DETEBKINES COMPLIANCE TO WETLANDS ACTS, I.E.: IF LOT(S) BORDER ANY TYPE OF WETLANDS, STREAMS, PONDS, RIVERS, OCEANS, BOGS, BAYS, MARSH LARD, ETC. HEALTH DEPARTMENT: DETERM31M COMPLIANCE TO STATE AM TOWN REGULATIONS, I.E.: REQUIRE- MENTS FOR SEPTAGE DISPOSAL AND OTHER PUBLIC HEALTH ACTIVITIES. FIRE DEPAR72EDT: DETERMINES COMPLIANCE TO STATE AND TOWN REQUIREMENTS FOR PERSONAL SAFETY, PROPERTY PROTECTION. I.E., S2lDLE DETECTORS, SPRINXLER SYSTEMS, ETC. THE FOLLOWING DEPARTMENTS MUST SIGN OFF. IN THE RESPECTIVE ORDER, PRIOR TO BUILDING INSPECTOR ISSUING THE REQUIRED BUILDING PERMIT: MOBY: LTER DEPARTMENT 2,I'D ERATIONs-HEAHO Qi��iTIRING INSPECTOR: (� ING INSPECTO . FIRE DEPARTMENT: ALL STUMPS AND/OR BRUSH MST BE DISPOSAL SITE MUST BE SUBMITTED PERMIT. i i I N/A: N/A: .PLEASE NOTE DISPOSED OF AT AN APPROVED SITE. A SIGNED RECEIPT FROM THE TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING v BLM 89 TABLE 2 APPLICATION FOR SITE PLAN REVIEW SUBMISSION DATE: 3/2-7/00 REVIEW DATE: L/ I y TIME: q: 3,) .• ASSESSOR'S MAP REP. NO. -5&An LOT NO. OLD ^1W 3o/D2 LOCATION OF PROJECT: # Z. 1YANNouGyTiC Tu , fa'LS wer yAT%A%0Vni, /w NAME OF PROJECT: APPLICANT NAME ItSAUAI t-IND-a 6TLo�p APPLICANT ADDRESS/PHONE NO.: 2.c16 wC--jrt=Ar7=-- TrL. 'iswc*-fin+, IVA OWNER NAME (If not applicant): w%"%4A,. TS cvc4eTL, To- L-005E y�,,^M,gc gyv+ TaZ OWNER ADDRESSIPHONE NO: Po 'LSoic 5T 01LL.G AJS.A,%0, ENGINEER/SURVEYOR: -0ow N u+ 6aaL,��rswc, TITLE REFERENCE: S Li'5n//67 REGISTRY SURVEY: -if3 .L x-r'5 10 CHECK IF A R.OAD. PROJECT DESCRIPTION OF PROJECT (Attach additional pages, if necessary): j:-6NOV/�Tlo s-' %X�hN 17 lac\ST1N G- 13J1Ls7lfJ(r �O{L MZ-� o pF� � . ''jli LS T�LAnt \ Z A it•>`-v�SLon� '70 'Fhc-�L�'TE %�C—fL�LiTTNEi GI+ ?tL-0-1C-CT- UJ1`i%L.E OTLIGWAL L1CATW QrLOCC-fc�S 4V�H !PL-ANNlVX& q1 � t Zl"3A. rorL. V hlL-x WLC-5 / S -PE'1Z^-%T5 . A iTY. MNV-C- 5,TvS5E fLEPILeSCHTWC— GL-t6N i ZONING DISTRICT: "b 1 APD? &N) FLOOD ZONE 3 BUILDING SIZE (Square feet): Omw 4-77-°) BASEMENT. 0 FIRST FLOOR: 0 4Z71ISECOND FLOOR: t( FM-b %P7 Z r MAXIMUM NUMBER OF EMPLOYEES: i�4o Fwv, AmY sTafse. �a��wch'v.. vn\7) TOTAL NUMBER OF RESTAURANT SEATS: 9'5 IS THE PROJECT WITHIN 100 FEET OF A WETLAND?6N) DO YOU USE, HANDLE, STORE, OR PRODUCE HAZARDOUS MATERIALS OR OILS? (YIN) If yes, attach list, by name and quantity. Attach MSDS sheets. Provide a description of proposed method of storage, handling, and disposal. Include. a description of emergency spr718 containment procedures. -e-� -j.. A,- t,,)azt. SIGNED: �� Zv1r�LEL_ .4- a'Y`L-A Tv ZOwrr Ch?PLy�4LNEEdu�+/r Submit 8 copies of this completed form, any hazardous material information mentioned above, floor plans, and a site plan, containing all of the information outlined In Zoning Bylaw section 103.3.3, to the Building Division in order to get your project on the Site Plan Review agenda. Bur7ding elevations and architectural drawings are required for new orsubstantially reconstructed buildings in B i and B2 commercial districts south of Route 6. A 91 copy of the site plan wr7! be required if the project is within 100 feet of a. wetland. MW 10.1mg 7272015 SlipGen - Portal Home Town of Yarmouth Template [Building Dept] INM Slipsheet Identifier [sg348721 Document Category Building Permits Map -Block Number 036.99 Street Number 0002 Street Name IYANOUGH RD Department Building Parcel ID 5166 Backfile Batch Scan No Document? Additional Naming Info Index Operator Operator, Yarmscan Date - Time 2015-07-27 - 12:38 htlpJAasedche14/S 1pGerJ 1/1