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10 TRADERS WAY - SEARS - BUILDING JACKET 10 Traders Way (Sears) SUMMIT, INC. 9h npson's Point 7 Charlton Street Portland, ME 04102 Everett,MA 02149 (207) 879-6000 (617)389-3700 (Fax) 774-0984 Fax 387-3100 TRANSMITTAL LETTER TO: CITY OF SALEM BUILDING DEPARTMENT 1SALEM GREEN SALEM, MA 01970 ATTENTION: JOHN JENNINGS OR LEO TREMBLAY Date: November 18, 1996 Job Number: SL048-96 Subject: SEARS HARDWARE STORE, SALEM,MA JOB #24617 We Are Sending: X Herewith Under Separate Cover Via: The Following: Field Report Copy Of Letter X Laboratory Report Samples Other: ; Description: LABORATORY REPORTS OF ASTM C39 CONCRETE COMPRESSIVE STRENGTH, SETS # 12-17 @ 28 DAYS Number Of Reports: 6 X Single Duplicate Other: REMARKS SUFFOLK CONSTRUCTION SPECIAL PROJECT 647A SUMMER STREET BOSTON, MA 02210 ATTENTION: CHRIS BROWN KATHERINE PIRRELLO SUMMIT, INC SUMMIT. INC. 9 THOMPSON'S POINT 7 CHARLTON STREET PORTLAND, ME 04102 EVERETT, MA 02149 (207) 879-6000 (617) 389-3700 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 PROJECT NO: SL048-96 PROJECT NAME: SEARS HARDWARE STORE SALEM PLACEMENT LOCATION: SIDE WALK SPECIMEN MADE BY: PAUL P. DATE MADE: 9/26/96 DATE RECEIVED: 9/27/96 DESIGN STRENGTH: 3000 psi @28 DAYS REINTFORCEMENT OBSERVED: REBAR X _ W`.VF FIBERMESH NONE DESIGN DATA: CEMENT TYPE: lbs./yd3 FINE AGGREGATE lbs./yd3 COARSE AGGREGATE 3/4" lbs./Y& ADMIX(1) HYCOL ozs./yd3 ADMIX (2) % OTHER ozs./% FIELD DATA: SLUMP PLACED 5" AIR CONTENT 5.5 % SLUMP BEFORE SUPER AIR TEMPERATURE 60 OF SUPPLIER: BARDON TRIMOUNT CONCRETE TEMP 69 OF TICKET NUMBER 1804970 TIME 9:30 MIXER NUMBER 19 UNIT WEIGHT lbs./ft LOAD NUMBER 2 SAMPLE TAKEN AT 16 yd' TOTAL PLACEMENT 50 yd' STORAGE IN MOIST ROOM 6, 27 DAYS SET NUMBER 1 OF 1 CYLINDER DATE AGE DIAM. AREA TYPE LOAD STRENGTH AVG. NO. TESTED DAYS INCHES int BREAK KIPS psi SIR. psi 12A 10/3 7 6.00 28.27 4 105.5 ,730 B 10/24 28 6.00 28.27 4 138.9 4910 C 10/24 1 28 6.00 28.27 4 141.5 5010 D 10/24 28 6.00 28.27 4 1 140.3 4960 4960 INITIAL CURING LOCATION: NEXT TO PLACEMENT CHECKED BY: TYPE OF FRACTURE: 1) CONE 2) CONE&SPLIT 3) CONE&SHEAR 4) SBEAR 5) COLUMNAR REMARKS: ALL TESTING IS PERFORMED ACCORDING TO ASTMC29,C31,C39,C143,C172,C173,C192,C511,C617,C1064 AND/OR C1077. s:\everett\katherin\job96\s1048\concrete\cylinder\1-50.doc Revised: 8/12/96 SUMMIT. INC. 9 THOMPSON'S POINT 7 CHARLTON STREET PORTLAND, ME 04102 EVERETT,MA 02149 (207) 879-6000 (617) 389-3700 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 PROJECT NO: SL048-96 PROJECT NAME: SEARS HARDWARE STORE,SALEM PLACEMENT LOCATION: STORE ROOM/SPRINKLER ROOM SPECIMEN MADE BY: PAUL P. DATE MADE: 9/27/96 DATE RECEIVED: 9/30/96 DESIGN STRENGTH: 3000 psi @28 DAYS REINFORCEMENT OBSERVED: REBAR X WWF FIBERA4ESH NONE DESIGN DATA: CEMENT TYPE: lbs./yd' FINE AGGREGATE lbs./yd' COARSE AGGREGATE 3/4" lbs./yd' ADMIN(1) ozS./yd' ADMIX(2) % OTHER ozs./% FIELD DATA: SLUMP PLACED 4" AIR CONTENT 4.5 % SLUMP BEFORE SUPER AIR TEMPERATURE 55 OF SUPPLIER: BARDON TRIMOUNT CONCRETE TEMP 70 OF TICKET NUMBER 1805033 TIME 9:30 MIXER NUMBER 29 UNIT WEIGHT lbs./ft LOAD NUMBER 2 SAMPLE TAKEN AT 16 yd' TOTAL PLACEMENT 27 yd' STORAGE IN MOIST ROOM 4, 25 DAYS SET NUMBER 1 OF 1 CYLINDER DATE AGE DIAM. AREA TYPE LOAD STRENGTH AVG. NO. TESTED DAYS INCHES int BREAK KIPS psi STR- psi 13A 10/4 7 6.00 28.27 4 122.7 4340 B 10/25 28 6.00 28.27 4 153.9 5450 C 10/25 28 6.00 28.27 4 150.0 5310 D 10/25 28 6.00 28.27 1 4 151.2 5350 5370 INITIAL CURING LOCATION: NEXT TO PLACEMENT CHECKED BY: TYPE OF FRACTURE: 1) CONE 2) CONE&SPLIT 3) CONE&SHEAR 4) SHEAR ) COLUMNAR REMARKS: ALL TESTING IS PERFORMED ACCORDING TO ASTMC29,C31,C39,C143,C172,C173,C192,C511,C617,C1064 AND/OR C1077. s:\everett\katherin\job96\s1048\concrete\cylinder\1-50.doc Revised: 8/12/96 SUMMIT, INC. 9 THOMPSON'S POINT 7 CHARLTON STREET PORTLAND, ME 04102 EVERETT, MA 02149 (207) 879-6000 (617) 389-3700 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 PROJECT NO: SL048-96 PROJECTNAME: SEARS HARDWARE STORE, SALEM PLACEMENT LOCATION: MAIN SLAB SPECIMEN MADE BY: PAUL P. DATE MADE: 9/30/96 DATE RECEIVED: 10/1/96 DESIGN STRENGTH: 3000 psi @28 DAYS REINFORCEMENT OBSERVED: _ REBAR X WWF FIBERMESH NONE DESIGN DATA: CEMENT TYPE: lbs./yd' FINE AGGREGATE lbs./yd' COARSE AGGREGATE 3/4" lbs./yd3 ADMIX(1) HYCOL ozs./yd3 ADMIX(2) % OTHER ozs./% FIELD DATA: SLUMP PLACED 5 1/2" AIR CONTENT 6.0 % SLUMP BEFORE SUPER AIR TEMPERATURE 60 OF SUPPLIER: BARDON TRIMOUNT CONCRETE TEMP 70 OF TICKET NUMBER 1805088 TIME 8:45 MIXER NUMBER 16 UNIT WEIGHT lbs./ft LOAD NUMBER 12 SAMPLE TAKEN AT 115 yd' TOTAL PLACEMENT 250 yd' STORAGE IN MOIST ROOM 6,27 DAYS SET NUMBER 1 OF 3 CYLINDER DATE AGE DL4,M. AREA TYPE LOAD STRENGTH AVG. NO. TESTED DAYS INCHES int BREAK KIPS psi STR_ psi 14A 10/7 7 6.00 28.27 4 83.0 2940 B 10/28 28 6.00 28.27 4 128.7 4550 C 10/28 28 6.00 28.27 4 147.5 5220 D 10/28 28 6.00 28.27 4 131.2 4640 4800 INITIAL CURING LOCATION: NEXT TO PLACEMENT CHECKED BY: TYPE OF FRACTURE: 1) CONE 2) CONE&SPLIT 3) CONE&SHEAR 4) SHEAR COLUMNAR REMARKS: ALL TESTING IS PERFORMED ACCORDING TO ASTMC29,C31,C39,C143,C172,C173,C192,C511,C617,C1064 AND/OR C1077. s:\everett\katherin\job96\s1048\concrete\cylinder\1-50.doc Revised: 8/12/96 SUMMIT. INC. 9 THOMPSON'S POINT 7 CHARLTON STREET PORTLAND, ME 04102 EVERETT, MA 02149 (207) 879-6000 (617) 389-3700 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 PROJECT NO: SL048-96 PROJECT NAME: SEARS HARDWARE STORE, SALEM PLACEMENT LOCATION: MAIN SLAB SPECIMEN MADE BY: PAUL P. DATE MADE: 9/30/96 DATE RECEIVED: 10/1/96 DESIGN STRENGTH: 3000 psi @28 DAYS REINFORCEMENT OBSERVED: REBAR X WWF FiBERN1ESH NONE DESIGN DATA: CEMENT TYPE: lbs./yd3 FINE AGGREGATE lbs./yd' COARSE AGGREGATE 3/4" lbs./yd3 ADMIX(1) HYCOL ozs./yd3 ADMIX(2) % OTHER ozs./% FIELD DATA: SLUMP PLACED 4 1/2" AIR CONTENT 5.5 % SLUMP BEFORE SUPER AIR TEMPERATURE 62 OF SUPPLIER: BARDON TRIMOUNT CONCRETE TEMP 70 OF TICKET NUMBER 1805094 TIME 9:40 MIXER NUMBER 12 UNIT WEIGHT lbs./ft LOAD NUMBER 15 SAMPLE TAKEN AT 170 yd' TOTAL PLACEMENT 250 yd' STORAGE IN MOIST ROOM 6,27 DAYS SET NUMBER 2 OF 3 CYLINDER DATE AGE DIAM. AREA TYPE LOAD STRENGTH AVG. NO. TESTED DAYS INCHES in' BREAK KIPSsi SIR. psi 15A 10/7 7 6.00 28.27 4 92.7 3280 13 10/28 28 6.00 28.27 4 146.6 5190 C 10/28 28 6.00 28.27 4 149.2 5280 D 10/28 28 6.00 28.27 4 156.4 5530 5330 INITIAL CURING LOCATION: NEXT TO PLACEMENT CHECKED BY: TYPE OF FRACTURE: 10 1) CONE 2) CONE&SPLIT 3) CONE&SHEAR 4) SHEAR 5) COLUMNAR REMARKS: ALL TESTING IS PERFORMED ACCORDING TO ASTMC29,C31,C39,C143,C172,C173,C192,C511,C617,C1064 AND/OR C1077. s:\everettUtatherin\job96\s1048\concrete\cylinder\1-50.doc Revised: 8/12/96 SUMMIT. INC. 9 THOMPSON'S POINT 7 CHARLTON STREET PORTLAND, ME 04102 EVERETT, MA 02149 (207) 879-6000 (617)389-3700 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 PROJECT NO: SL048-96 PROJECT NAME: SEARS HARDWARE STORE SALEM PLACEMENT LOCATION: MAIN SLAB SPECIMEN MADE BY: PAUL P. DATE MADE: 9/30/96 DATE RECEIVED: 10/1/96 DESIGN STRENGTH: 3000 psi @28 DAYS REINFORCEMENT OBSERVED: REBAR X WWF FIBERMESH NONE DESIGN DATA: CEMENT TYPE: lbs./yd3 FINE AGGREGATE lbs./yd' COARSE AGGREGATE 3/4" lbs./yd' ADMIX(1) HYCOL ozs./yd' ADMIX(2) % OTHER ozs./% FIELD DATA: SLUMP PLACED 5 1/2" AIR CONTENT 5.5 % SLUMP BEFORE SUPER AIR TEMPERATURE 64 OF SUPPLIER: BARDON TRIMOUNT CONCRETE TEMP 71 OF TICKET NUMBER 1805098 TIME 11:00 MIXER NUMBER 16 UNIT WEIGHT lbs./ft LOAD NUMBER 18 SAMPLE TAKEN AT 203 yd' TOTAL PLACEMENT 250 yd' STORAGE IN MOIST ROOM 6, 27 DAYS SET NUMBER 3 OF 3 CYLINDER DATE AGE DIAM. AREA TYPE LOAD STRENGTH AVG. NO. TESTED DAYS INCHES int BREAK KIPS psi SIR. psi 16A 10/7 7 6.00 28.27 4 77.9 2760 B 10/28 28 6.00 28.27 4 140.0 4950 C 10/28 28 6.00 28.27 4 131.6 4660 D 10/28 28 6.00 28.27 4 1 129.1 1 4570 1 4730 INITIAL CURING LOCATION: NEXT TO PLACEMENT CHECKED BY: TYPE OF FRACTURE: 1) CONE 2) CONE&SPLIT 3) CONE&SHEAR 4) SHEAR 5) COLUMNAR REMARKS: ALL TESTING IS PERFORMED ACCORDING TO ASTMC29,C31,C39,C143,C172,C173,C192,C511,C617,C1064 AND/OR C1077. s:\everett\katherin\job96\s1048\concrete\cylinder\1-50.doc Revised: 8/12/96 SUMMIT. INC. 9 THOMPSON'S POINT 7 CHARLTON STREET PORTLAND, ME 04102 EVERETT,MA 02149 (207) 879-6000 (617)389-3700 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 PROJECT NO: SL048-96 PROJECT NAME: SEARS HARDWARE STORE, SALEM PLACEMENT LOCATION: EXTERIOR FLOOR SLAB SPECIMEN MADE BY: PAUL P. DATE MADE: 10/3/96 DATE RECEIVED: 10/4/96 DESIGN STRENGTH: 3000 psi @28 DAYS REINFORCEMENT OBSERVED: REBAR X WWF FIBERMESH NONE DESIGN DATA: CEMENT TYPE: lbs./yd' FINE AGGREGATE lbs./yd' COARSE AGGREGATE 3/4" lbs./yd' ADMIX(1) ozs./yd' ADMIX(2) % OTHER ozs./% FIELD DATA: SLUMP PLACED_ 2 1/2" AIR CONTENT 5.0 % SLUMP BEFORE SUPER AIR TEMPERATURE 60 OF SUPPLIER: BARDON TRIMOUNT CONCRETE TEMP 71 OF TICKET NUMBER 1805208 TIME 9:15 MIXER NUMBER 12 UNIT WEIGHT lbs./ft LOAD NUMBER 3 SAMPLE TAKEN AT 28 yd TOTAL PLACEMENT 63 yd' STORAGE IN MOIST ROOM 6, 27 DAYS SET NUMBER 1 OF 1 CYLINDER DATE AGE DIAM. AREA TYPE LOAD STRENGTH AVG. NO. TESTED DAYS INCHES int BREAK KIPS psi SIR. psi 17A 10/10 7 6.00 28.27 4 102.2 3620 13 10/30 28 6.00 28.27 4 103.9 3680 C 10/31 28 6.0028.27 4 135.9 4810 D 10/31 28 6.00 28.27 4 1 94.6 1 3350 3950 INITIAL CURING LOCATION: SIDEWALK IN FRONT OF PLACEMENT CHECKED BY: TYPE OF FRACTURE: 1) CONE 2) CONE&SPLIT 3) CONE&SHEAR 4) SHEAR 5) COLUMNAR REMARKS:ALL TESTING IS PERFORMED ACCORDING TO ASTMC29,C31,C39,C143,C172,CI73,C192,C511.C617,C1064 AND/OR C1077. s:\everett\katherin\job96\s1048\concrete\rylinder\1-50.doc Revised: 8/12/96 SCO T �` .. BOARD OF ASSESSORS e 93 WASHINGTON STREET, CITY HALL, SALEM, MASSACHUSETTS 01970-3595 (508) 745-9595 Ext. 261 s� (508)744-2069 Fax p July 3, 1996 Deborah E. Burkinshaw City Clerk City Hall Salem MA 01970 Dear Miss Burkinshaw: Please be advised that the new Sears Hardware Store to be constructed on Traders Way on Parcel #08-0129 south of the Eastern Bank branch office has been assigned the street address of 10 Traders Way. ry lY s, Peter M. Caron Chairman cc: Postmaster Joseph L. Leccese Chief Robert Turner, Fire Department Helen Jiadosz, Water Dept. Leo Tremblay, Inspector of Buildings Capt. Paul Murphy, Police Dept. Kristine P. Brown, Suffolk Special Projects, 647A Summer St. Boston MA 02210 r� ri ;l ro •�h'.....04 Irl y 3 CFr FrpNF Ntl. 314 2241 pili Jun. 26 P02 SEARS HARDWARE SPORES -Typical building format The 1w.wdout rnact:rials luted in the attached "Summary ofAcrosol and Flamrnablei Col nhus6bJe Liquids" are offered for sale on shelving units consisting of}Painted steel frames, decks, :mid individual shelves, Bark panels are of durable hardboard. The height of these hxrurej, for Nxa"a9e Purpnacs, does not exceed 96" an prrimprar urine 2nd 84,, on alt others. Aucomounr .nasi tractor bartery FIT1111-rt rr,nrain epoxy-coated wird grid shelvee co Further m;t,ins, rt. danrger from Chills. No reactive or toxic products are sold or stored unless they are in approved consumer project pn c',kaging. potentially reactive products such as pool chemicals, a seasonal business of limited doottion, are housed to as to he isolated from readily combustible materials. All products listed are in standard consumer product packaging and arc intended for resale 01,11y, Products listed are h= For use within the facilities. Emergency preparedness and procedures, evacuation plans and spill contingency plans are drnailed in each store'sHulth gr>d_S-aFe 1W�, ,,m1 Which is shipped to each store prior to the arrival of merchandite. Copies of this manual are available on request. Materials and equipment available on-site to contain spills, leaks, and releases of title listed liarardous materials include: dry absorbent materials for liquid spills, common cleaning materials, wcildry vacuum cleaners, and standard floor cleaning equipment. MSDS are available upon request for products carried in the store. Bur due to their numlxr are nor included in this summary. "Ilse following listings indicate product groups by general tateg ory. Each product. group is nuinbcred to coincide with its location on one oFSears hardware's typical building pians I. HOUSEHOLD CHEMICALS AND DETERGENTS a, LAWN AND GARDEN CHEMICALS AND GRILL ACCESSORIES 3• TOOLS •FASTENER LOADS ANY)PROPV4E TORCH FULL 4. PLUMBING CHEMICALS 5. AUTOMOTIVE CHEMICALS, OILS, AND ANTIPREEZE G. AUTOMOTIVB/T'RACTOR BATTERJES 7. PAINTS; STRIPPERS. SOLVENTS, AND WATER SEALERS FROM _':RF'=1. P. -,7 w. 314 241 0616 ._W.� Sun. 26 199L, 04:08p4 PO:, 7 I. 110USLI)OLD CHEMICALS AND DETERGENTS This rasegery inrludu alkpurposa rleannt, additis+et. and dd argimm Qilantities: Aerosols level TA,, 51 IW. Aerosols level (B: 25.9 lbs. Aerosols Icvel IC:: none Flammable liquids level IC: 1.30. Combustible liquids level 11: 6.5 gal. Combustible liquids level IIIA: 1.80. Combustible liquids level 11IB: 14,4 gal, C.onrain.to: Poly bottles of Ig;tllon or less, steel containers i. 1AWN AND CARDF-N CHWCALS AND GRILLACCESSORiEs This ratalory t'ncluks pa dcidar,fertelieert;pool rherniraL' and charcoal ttartrrr. Quantities: Aerosols level IA, 101.616S. Aerosols level 1$: 183.8 lbs. Aerosols level IC: 21.8 Ibs. Flammable liquids level IC: 1.6 gal. Combustible liquids level if: 55.5 gal. Combustible liquids level 111A; 10.5 gal. Combustible liquids level IIIA: 130.3 gal. Oxidizers level I1111: 260 lbs. (pool chemicals - if carried) Corrosives: 6 gal camAincrs: Poly bottles, steel containers, plastic bags 3. TOOLS - FASTENER LOADS AND PROPANE TORCH FUEL • Thls careh+ory includes fastener loads and lirolsane ttrrch fuel Quantities: Aerosols level IA: 42 lbs. Aerosols level IE' none Aerosols level IC: none Containers' Steel cans, poly bottles, steel cylinders Quamities. 122 gage fastener loads' 440 loads Containers: cardboarNcomsgaterl boxes, blister hacks FROM,: _;j'; s,6 '9E 04:29PH _"qa& DEC. HONE N0, F.="n . -- ' 31.4 241 W16 r . 996 04,:09F'M PO4 3 C: 4, P1..11MBING CHMMICALvu • This category includes dratm cka)iers, Quaniilies: Aerosols level 1A; none Aerosols level 1B: 29,8 lbs. Aerosols level IC: none Combustible liquids level Il; none Combustible liquids level IIIA: none Combustible liquids,level I1M .5 gal, Corrosives; 116.5 gal. Contbiners: Glassipoly as required S. AU`PON OTIWl;: CHEMICALS, OILS, ANTIFREEZE a This category includes enrine oil. 1rd[irsMf-v-tinn„1ru«. ahlif°ooze.. �ri.n lint!outdy re/xnr products, and other automotive ejyrMIcalr, Qusntities: Aerosols level IA: 60.7 lbs. Aerosols level IS: 160 lbs. Aerosols level IC: 14.7 lbs, flammable liquids level IC: .7 gal, Combustible liquids level It 121 gal. Combustible liquids level IIIA: 18.2 gal. Combustible liquids level ITIB; 551,6 gal. Containers: Poly bottles, steel cans 6. AIJ7'OMOT1VFJTRACTOR BATTERIES • I his category includes corrosives(battery acid) 4w,ly. Quantities: Corrosives: 106 gal. (:o ttainoi's; Compartmentalized poly battery boxes (average capacity, . one gallon in 6 compartments) FROM �i V 1 %r F 74 qnF 1 'EHP_;. P.4,", wDEC, PHONE NO, 314 241 OEI6 tun. 2G 199ti "— 01 C 9PI1 P05 4 7. MIST, SMILPPEVS, SOLVENTS, AND WATER SKkI.XPS • %his eolegory inchrde.s aerosol pratnls, thinners and solvents, woler ser7Jer8, parer shippers, and adhesives. Quantities, Aerosols level IA: 495 S lbs. Aerosols level 1B: 1020.9 Ibs Aerosols leve! IC: 279.5 lbs. Flatrunable liquids level 1C: 90.2 gal. Combustible liquids level II: 574.6 gal. Combustible liquids level IIIA 24.9 gal, Combustible liquids level MBt 64.10 Containers: Steel cans, poly boalcs to j FIAROr1ARE E' ECTUCAL PLLmDrw i -------------- . L 4 .,D ",. strrrr� a SER 16 � '- SOWf.L ' t, } U Y 10 -------------------- PAINT -------------PAINT QEPRRT9tFtdT ` PEPARa i SERVICE H r� c�'eKlar' c MAIN KAIM EXIT ENTRY HRZ�i.,_ OQLrS MATERIALS STORAGE LOCATIONS01 _ r I L ti0U5ERczE HEkfCRLS AND PLUMBING CHEM] c oETERGEhTS CRL,. j u 1 ! ® LRY6N/(;RROEN CFiEY:FCRiS AUTIOMOTIVE CNEIkICRLS. AC�OITIYES, RFtTIF�,EET_E ° SEARS F 1)Wi4F2E `TPRES u TYPT ., 103) AUTOMOTIVE - TRACTOR BATTERIrg I� t l L._ IDOLS - FASTENER -,-OBEYS PROFANE TORCH DUEL (2) PA WT, THINNERS, CTO Ieec c �F. , �cAiEYS V M •• T 3D � 3 i < FtLU"Whr KLECTRICAL . HRROH75R4iumffaw£ i i �3 i {n i j �PI j - SEASONAL LAI�1/CPAf�K ( moi PATTO SHOP ggg e 3 qpp d n I � ® • r Z TOOLlot • ° ¢EpA4iliEHS '"-- PAINT i ; µ L S/�`�RY�IyC�£�II � +�•YIO6L i 1 �ll1 F ( D 7 ' I i MAIC! MAIN 9t My EXIT V HAZARDQUS MATERIALS STORAGE LOCA T I OMS HOUSEHOLD CtiEN(Cf!LS AND QPLU*1B N6 CHEMICALS DETERGENTS z LAWN/GARDEN CHEMICALS AUTOMOTIVE CHEMICALS. AUOITIl+ES< ANTIFREEZE ' SEARS HARDWARE STORES I Y P .r` Ti CRL ( "1 17 ) AtTOMO-TiYE - TRACTCR BATTERIES L a TOOLS - FASTENER LOF.DS PRUPANE TORCH FUEL PAINT T f _ --- — ® IKNERS. STRIPPERS, �??LERS y FROM !Jt'LJ, & DEC, PHONE '314 21,1 QCJ�13 04� �'-IPIJ PL)B ..... 26 19L!� Q a 15 lh 01 14 cl, 0 C cp 0 cu W w 0 La :pt tr ff Cf L9 fr J ell "t Q Q C r4VV P of o caf v �E� N � a o n �I of g@ p � o a o p o g o � Ut 0 Ell SEARS 1995 32 FT CHEMICAL 0A:- NORTHERN REGIONS LM 'tiy • ..... - . .:. '`.;_ �: ,fir *? ;c., rwr2•t 'Nn� +Q��7dI� L� 41 � � _ � '. � � ir��lm I��ppc�`- cnpCj�1• ♦' � F7F7�lu + � -_�+i 1 „4ww a �T -i acs. r+� � -e--• - ^ rTn� �' —'•q.- � Y V. T LILIL _ AA1t� i 'd ar r 1 / � a Y tt I SEARS 1995 i 8` X € 4" NEED CONTROL PLAN-0-GRAN i NORTHERN AEGIONS� T; jT 1101 (fspin OSTYO YEQ: _ _ DMm IQTiQ 1R@L -Wt :FB Pott FET� ! nRno : r�p�' aRm�t�Raam�u s.L wYlu ; s cm Immtr-�� NQDQ :r!aY tYlET�UnNr�,suet 1t Brrt .tarso ua ERRIOLES twit: r man r SM 1� I: Imnuelml I tCrL-YIrE-0If�J'C�".1. LE✓L NSlIDr' f� OHM mm 'j" MUCESURTE I LiR!LYarr.��E�je RDUNI TmIxi. Qt11D NP DWND Ul V: _ �C NQDICIK i PoM EFLLts i�11L�TQQON '!conegWRATE iaBf11D WW- Gamn--WT :--- ump QUap SIVQ i—mm of UG � .I D ERN 1TU { RIO 'TRQ �'atM9Yt-iRM®al. tI UQRICiaC Btu jIYQD nun Q■ � mm srLumm i r LAM -OAMM WIM 1. Ylfu :DIum: f. _ i - !ORTND UM—now— L s '!OUT Roo, ,K=Rft- —:QtEE11SYE I�DIIIID W Ll6 i 1 6pr NIU AMwam drum i Mla NIRDIcINL DJU I t EMU 3paw {Poly Ntu VW UM; mm it y� EQ_ 3PMr Kiwi. BT3� uum LB-EU • rm NUMB _ i PRdTNO Y® ID_— IE✓L WR-rLEET im— mmm W LD6 i - ( 6R. Y7rr- axnw TBTOX: mSUrEBlIF$[ siED'� { Btu OUT sTU VMTRTIfltt NQRICIDE BW XILUX JUL" RATNR OBTRD $PTFE LBTNU :.EA LIQUID { R11fMU YE[D-&-- 7DImIC 3UPQFa3T .nsrwr BTU -L'Eq TR-- LIQUUD SUPER QEEA a r. -. D GDW sTU TIuN EDETA XTLLIR .n Ortho Brush B Gan Qt 01549843V is heing regkncad BtV Aacad Up Brush Rillcr a7iIY8358@22 -�--- ��^ _---_--J� 1UN cl3:i'l'j6p9,1 P.5. 17 SEARS _995 8X 84eED <-()x .4Trar pLAN..C,_GR N*oRrfiSRN RE-luNs PAGE. upc DESCRIPTION CIVE FACING I Ed 4 A mo, L f lze�Vjit 1 7154903967 ORTHO Wt30 2 GON i. pm3 2 4942412116 G/L WIPE-OUT CONCENTRATE I PT 2 3 7154901040 ORTHO WEED S GON JET WEEDER 2 J OZ 4 4 7154903921 ORTHO CRABGRASS KILLER 3. PT 2 5 7154904357 ORTHO KLEERAWAY I PT 3 6 7154901050 ORTHO POISON IVY KILLER RrU 19 Oz 3 7 7154904330 ORTHO BRUSH B GON RTU 24 OZ 2 a 7018350022 ROUND UP BRUSH KILLER I QT 2 9 7018350015 ROUND UP L&G HERBICIDE 1 PT 3 Lo a ORTHO W2ED G/L WIPE-OUT G/L MSMk CRABGRASS ME6W 4M14 h4go QT 11 ?154903 9 6 3 12 494241233 13 49424073 1 3 14 4942407332 G/L MSMA C 2 0 0 BRUSH 2 is ?15490432 6 RTH 2 16 7154904302 ORTHO TRIOX VEGETATION KILLER I QT 3 17 7018350001 ROUND UP SUPER CONCENTRATE 1 OT 3 ro 1. 1, 111 1 111. T_ 19 7154703975 ORTHO WEED B GON RTU 24 OZ 3 20 49424$0432 G/L WIPE-OUT RTU 1 OT a 21 7154909630 YARD BASICS WEED KILLER LAWNS 26 02 3 22 7I54903933 ORTHO CRABGRASS & NUTGRASS KILLS 24 02 2 24 7154904365 ORTHO GRASS a GON GRASS KILLER 24 OZ 2 25 2465455355 SAFER SUPERFAST WEED KILLER 1 OT 3 2? 7154903,976 ORTHO W$ED 8 GON RTU 1 28 7154 GAL2 29 4942 1 QT2 30 7154 1 QT2 31 7154 24 Oz2 26 OZ 2 32 0136800021 GRERNSW32P WEED a PBBD 20-20-20 1 OT 2 33 7154909620 YARD BASICS LAWN WEED & FRED 1 OT 2 35 7154903977 ORTHO WEED B GON RTU L 2 35 4 L 2 17 4 L 2 38 7154909305 ORTHO TRIOX VEGITATION KILLER L 2 39 2 LIC 2 4Q .,70 41 7154903970 ORTHO WEED B GON I GAT,, i 42 7154903970 ORTHO WEED-B-GON I GAL 2 43 7154904369 ORTHO KLZERAWAY RTU I GAL 2 44 7154904310 ORTHO KLIEZRAWkY RTU I GAL 2 45 7154904305 ORTHO TRIOX VEGITATION KILLER GAL 46 2465455356 SAFER SUPERFAST LIQUID EDGER 1 U"A L 7154904342 ORTHO KLEMP SUPER EDGER 1 GAL 2 48 4942406101 G/L LIQUID EDGER I GAL 2 : .t _ }` ._.'v. 9 a. Orf 3ti 915 aS S 1,5 ui�uuuiirrrrrrbrruuisuu r uirir arr.... .arrrrrsra rrririvairiiru •� �� ¢. &'&btu rA Ys to V �� -7' � v.r rru ru auurar . r r r• � • rim = ruurarriurrrrrrrrr uirar. rrru.r a r...... , .. rrr�rs'. siiririu.rir.ririrr......... ru�ir rr rrsr iirurrrr�i�s��rr arrrarurrrra"iiuiirru>iirrrlsrriar�srrurrarrNii aro-, riir riir i/i i' SSEARS 1995 el X " INSECT :' FUNGICIDE PLAN-0-GRAM : MORTHERM REGIONS ; .r I y+ P � r i — s ;r; � DRL,DS 65ElIF � I NDRK[D DHL � � -3 ' Sal � L"03�.wee.IWYaCY LU� �- rmsYm ma mae��t�E iwrwanoe !@AID®i�� r� ITEM6JLIMC�i n mn[ 1. DECII �r�nalirtmw�� '•i fl%8�tm�fr+'! . I :SYSEDIfLI- .bYERE I.ww..: erewuw::SrRKi If 9TlwY n i j j (! .. lTRIIiDT , 1 – r!—ooln'moi t11tI1lY l�DAnID: l luuT�ianel' -I r Ma uo7pm:; I3DIDi£ I_ n Ale-j!ugtmo, I1.8MOM jm sit�cr'' se nvsD jl�l T7Ef' ! IA4L9 K f 81ae[agwII4w. norm[ ``is1�.T-. - EYSQEIQ BaLYRM is>aer �ITS@QEEry LODE y ' sElG1f i YC +L 16r1 RD3E SATOt �aA 1 IRU BASICS �IITHU i D a�;Ts,D A CARDEA p! �o j!MLTI-�IDEDSC ' I'✓1 f✓1 1DTIIZEI�M ---- :mm�-i� A1D6Y i�6Alltli ItDIKIF. IAEiC[Ys71tI7Ae1 iDIR71AfA 6EAINCI3�� SWEIRC DEMEI nc Amc'I PLUS Da@ ! SPRAT IAC 1, ISMuc R I6RAi4L,S MSP TRAt :am tAlY tl i �i ! 'URTMI EDGE &BEER SAFLlP�'. g i 6r1 '' f✓L + 911vIAi d PIIfIrYD ROS,A TUMAFU :' 6tL 8116 R vL 9aA2111d11 �' DUMAN ::o`wvss' ;AI Eii SMAY-AT@ ;'FLOWER E D� (� 3MAIL ERIi - 1tii't 11 MUSC-S0 IffIR EDDt:it t -: i711E M ,T splay I@R�T .k �M� SMAYCR If MDS,- Ii�y£! ' >Mznj �' 3 lr RILLYB ! d. Dttt 'J, LMD . ra. i sM3 Tom* [ I . d1RUID ' � Div"D 9E irl 5 j _ f ROSE E —u-' 6rb- i t DUST , �@ FLUMElt ;• mime a rimaiI Gun PLUS SWIM j, I; 9pgdp- F+mni UITw1 j r 1. I: 1 � r611wm,' WAL K 1 CARE "a DDLY4 :Si1Rt E SEAIL 6LIRM1 i -ale=Al "":. �4Y i 14; ,:rxsm cuc ,f- I. - LUSS: i I; dT 6- imQlL ltn�i0i�� -SRk'1D9 i , s i 6REait ADBC R _ @R71Hi- U>b - :URtDD DIPZIFNn soil: --6.i OJAMCmM s FLOOR CART MIgWM DotalC a TURF 6APAULES D6Ri0C # 1 1 Low E = DUK"M D05g3113U F i !� 6AR,m I6RAWAM- - _ 1 M,AIER SJ rj',r .6 >;ZA,R6 1995 X A4 ' IN` EC1' / FUNGI IC POAN OO-GR.[hd+ / NORTHERN REGION LOC ID QPC DESCRtFTIOA' z� srN i1U di la '':�wjd h . "�' ,yylrr•7�.' ".Ki'?1' ..�. 3 pt. 6yst h.-c ! An Ton took 7256901521 ORTHO OR' HENS SYSTEMIC 1 p ^ j. '7I S4901601 ORTHO ISOTOX INSECT KILLER I, P"; 3 I 3 7/54903644 ORTHO HOME ORCHARD SPRAY 12 oz i 4 4942402932 G/L PUNA-AWAY LAWN F't7; GIC10C - llT 2 i4 4942412512 GA SYSTEMIC PUMCICIDE 5 7154901681 ORTHO VOLCK OTL SPRAY 1. T' I 6 7154901.500 ORTHO SEVIN LIQUID INSECTICIDE 1 PT 3 7 7154901761 ORTHO DIAZINON PLUS INSECT SPRAY 1 PT 3 E 7154901641 ORTHO MALATHION 50 PLUS SPRAY 1 PT 3 9 4942402716 GA MALATHION 50& CONCEtTPRATE 1 PT 2 ! kms- (t x;50 � 1�� !' ' � s -m , A. , usi'�b>�f�.tF�e`bW yy!!��,,,¢�yyy4� �;�:;".c.. :j IF„s yp Yfi 'N' "a�. � Y;z F^5, . �(r i- Ea§3Y3 ji 3 1 .«v+:..' e'CR'T�•dF`i63C1's +Y.:3'uR z x.yvSn..yxf„^ ..:'s. W79,�,':. E ?•1 7154903551 ORTHO ORTHENEX INSECT & D182A:•S1 PT 3 � 1.'1 71.54901602 ORTHO ISOT'OX INSECT KILLER 1 QT 3 13 6789412002 SAFER GARDEN INSECTICIDAL SOAP I IST 2 7154902976 ORTHO MULTI-PURPOSE FUNGICIDE 1 PT 3 1 it 7154901601 ORTHO SEVIN LIQUID INSECTICIDE I QT 25 4942413432 G/L SEVIN, LIQUID PLOWABLE I QT 17 7154901762 ORTHO DIAZINON PLUS INSECT SPRAY 1 QT 3 1S 7154901542 ORTHO MALATHION 50 PLUS SPRAY I QT 3 1.9 4942402732 G/L MALATHION 50% CONCENTRATE 1 QT :2 20 7154901002 ORTHO ORTHBNEX ROSE & F'LOWIR 14 07 2 �"1 4542450132 G/L ROSE & 9LOWfiR SPRAY PLUS RTU 1 QT a7 2465455100 SAi�ER YARD & GARDEN SPRAY 24 OZ 2 23 2465455450 SAFER CARI3EN FUNGICIDE 24 OZ 2 ' mal 7154909650 YA.FtD BASIC5 MG'LTI PURPOSE INSECT 26 OZ 3 26 494246010/ G/L STRIKER ROACH & ANT BAIT I. LB 3 16 494241.7912 G/L DIAZINON GRANULES 1.2 OZ 3 27 7154902581 ORTHO DIAZINON GRANULES 1 LB 3 30 7154.901615 ORTHO ROSE & FLOWER SPRAY RT5 24 OZ, 3 31 2465455130 SAFER ROSE & FLOWER SPRAY 24 OZ 2 32 24654551.00 SAFER TOMATO & VEG INSECT BILLER 14 OZ2 23 4942411901 G/L BUG & SNAIL BAIT 1 LB 1 34 4942415901 G/L MANY PURPOSE DUST LB 2 i 35 4942450932 GA DIAZINON H� OSE :ND SPPAYE1i 1 QT 46 4942414832 /L VURSSkN IMAINY PURI '. H08 ••Ely” 37 4278670005 tiURFIRE JAPANESE PER TLE Ba�IT' I EA 38 4376600102 SUSRFIRE JAPA10SE BEETLE' `B'A05 3 PX 2 cu3.9, 4 '.. NF,7♦0�'1.y7Q SyU°M?��tyy$E Pk;�.*tFSL� BEATQ T4AP 1. , ,z} t^.'',IJlw5.,1t :; '' .k•'rl�'af�e ' ."'4.'�' S'NjR�t''..3 � a a . ,,,!t ltyN,,.,`_ i'Cb )Yi.5;11`3 k.i si:?rfi'it� w, ' .: 40 7154902477 ORTHO DOSE: & _ LOWER CARL r LS 41 4942407603 G/L SAS7BMIC FOSE & FLOWER CkRE 42 4942413610 G/L ROSE & FLOWER DUST -; 43 ?154904633 ORTHO BUG-G^T^., ),L LE 3 ' P''f.F e SLi,G, Fr ;3b)Jd :' 2 LB 43 7154902422 ORT110 SEVIN GARDEN DUST' I Ln 3 44 7154901410 ORTHO SEVIN St DUST 4 LE, i �6 4540 935 ORTNO OR, 7t 1ti.C+h 1 .. "t" . :t!'"} : ?> > QT2 48 ?154901918 ORTHO 511VOOR 11N Flay S CRICKET I PT 2 �SS�Y3dCYuJ&.Lta�+Yf..A...u.rwwsni'l -u.-....n.�-....r�««4..•2.,�:�.:rLi. ....L.:':..u1 ...n'u1t.a..♦.✓n'r ....a�..:G. 11 P. .-. .1.�7 sEXRS 1995 8' X 84 " SVSSCT FUSaICIOX PLAN-0-GRIM NORTRERN REGTON LOC ID FAC I NO 49 7154902472 ORTHO ROSE a PLOWER CARE LE r II so 7,154902601 ORTHO DURSBAN LAWN 91 4q42403108 G/L BOUBLS 2URSBAS 01AIOLRZ LB 52 7154902591 ORTHO DIAZINON SOIL & TURF 9 Ls A o 53 4942413908 G/L DZAZIWCN St GRANULtS 6 Ls 2 54 3732100562 SONIDE MOSQUITO SEATER 24 OZ 2 �a I t;- N/»H!J!//i/I/I/!II/!I!/IrIIJIIN!//1I-" - ••ITS 1� E ��J j ` NiiisuNullJirirll/i/Nier/JIs rNl -� - � ' ............ IN I! N!/IIIiIl11 !N{�! NIII !1!I �d J - d s� ( ' � -Y IisllN J J1lrJN! IJ/JJ!!/ !IJ /I!/II��IIINII JJN!llF1J/!J!!1 '�1' r1 t � ", • • i h r - ° >, �c ii JYsri'1 sibs !/ l Jlsai/ _ x a -s �i .• F F.. Fi.u: f a7 ]lttit fRxn 'r) SEARS 1995 0' X 896' TREE A PLANT F09D PLAN-0—GRA.4 i 140MERPI IREGIOMS S • I bN � ii DADI BOOt >} e I BFOBl6 i2ED-% TCCDQ -< 5®Q ^• iQpLt IECDEE r•�A'+�� nITIHG POP MAT �INITRLIR BOLD,i MgFrAft TWD � FOOD ., _ µ u— :amrvnRei HarfwYa _ - I man ��. � � elle �i i i SIMATIM XOF7Ml1 —,�HDPJIMH 1LLS3 - �� :DPL46 . FLOM DD ' FWD TC 71OZ aeFr — i� :�S'etmt3®o�m, ••1 i E YORT ,epaip_.atl = ev�us•ii mno vmu eose i' lliE t CI! ■DDY - i�[WDi a:�st�w FODLS:: IODES TACE ; :5'fIFDIt 1T- 3OFEF]fr ,DWIIMal 6AIGi UPtT@ tie�or�- FLCep� :SlI1CY5 67E. p u wen';` GMEN BLOOD f WIM I ewers i eF71® a Tit SI diaFR EL= u', RRTIiIZIR j IOIE'1CLE W:^Hiw niweT O' i �� Fia reset mRncta � �Ftea' �tnsD YieBD lieeiex4ve_ ---- IMIC5 MIMICS YF Liam a�V Pit. Ltl'Ft :LEWD L'-3 17S AACLI CRA LD-CLOG-2RPCLL f rtN1T ri7VOSI ':F)<RTI L72-; _� GBp'VLaRI �>`lO- CRO IN �rt -ti 6r STDRTEA ulp FIMT Le .Iea TCDD Am !IDp j ..4.w.. I Hor.rw Lyre F9LLs-r!- P0.YYta Bt�S __ --_H f 'CBriM DCEa F7PA.KHTER In WtCLE RIIIICLC_ IFICLE HIRRCLI CDM 8 rM GEfl IDR CDD TDR CRD nw FDlm TCRtIC2S DOSES HI APCID I � f I f �Llli rG '4F• G'•]: 1c'Rht .=.L-uaF'6 P. is%].-' r,s...n iISEARS 1995 TREE & PLANT ci.00 PLAN-0-00 aM1_ NORTHERN R GION 5 PAGE_ 1� SOC LD UPC. DESCRIPTTQm S1LE r� z Ell . ] IiNf*.ic3ltlRi . . -ShmX&NeighCr 43 ,_r>0119v C, 2 3904 L0233 ROOS ROUT 'PEADrR 1 ESA 1 3 3904 x10233 ROSS HOOT FEED22 4 3904412044 ROSS 40. FOOT FEEDER 1 Ems. ] 5f, 39%4412024 ROSS R . D. ROOT FEEDER 1 RA it 6 3904413e360 RO56 YOUNG TREE 7 OZ 9 3904411450 ROSS ROSE SPIKES 1 p' 1 10 3904413290 ROSS EVERGREEN $PIKES 7 O ] 16 3904413610 . ROSS TREE & SHRUB SPIKES 7 OZ I 7 �o f1:Y11 L5L�fi.Lf I5 lisY.i�''e::.e N...rtiA �Awtbl �'�L6YY '..* "L"��Zr Sr�lJ� Sh�'..�$ �h.�M�C'L�®�f�i ,r f-'.'.�f�f x}ei,Far 5.�»IxT✓A>':[�S�,fnH.£i 5h., 1 1606900008 DALENS BIRD X NETTING FOR FRUIT 1 EA 7 7160526504 HOFFMAN BULB FOOD 4 LS 71 v ::t�%i� F$�•.Y�u°?�,ti�{.tr+e�aP�y�:.:�.��.,'�/,'d `,.�- E1 7154901071 ORTHO PRUNING SEALER 13 OZ 12 4942408911 G/L PRUNING PAINT SPRAY 11. 02 2 13 4942414708 G/L TOMATO BLOOM SPRAY RTU 6 OS 2 14 7160525204 HOFFMAN GARDEN FOOD . . 4 LB 2 I i 18 1606900060 DALENS TREE WRAP 50 FT 2 19 4942440001 G/L STUMP REMOVER 16 OZ 2 20 4942406920 G/L ROOTONE 2 OZ 2 21 7160528004 HOFFMAN FLOWER FOOD 4 LB 2 X14=1119m. AN 019=02R 4942405932 G/L ROOT STIMULATOR L STARTER 1 QT 2 29 4942497015 GA SUPER BLOOM 12-55-6 2 LB 30 2465458020 SUPREME GARDEN FERTILIZER 2 LB 2 43 1606900059 DALENS TREE STAKE KIT 1 £;A 1 44 7154906781 OR'THO UP START PLANT STARTER 1 QT 2 36 7154909600 YARD BASICS ALL PURPOSE PLANT 1 QT 37 7154909610 YARD BASICS LAWN FERTILIZER 1 QT 2 • kw ( .r,�.�tlr� ��ARMo...,'�f"; s:� 35�1' >:�!s,':°�,�z��rnil'� +' x 1114 50 7160515105 HOFFMAN LIMB z LBS 51 8666530365 Rt ti R7 N GRPI'h7 WEND & FEEL 5 L3' F 23 3904414760 ROSS STAP TER REFILLS 32 OZ 1 24 3904414760 ROSS SYSTEml.c INS1CT"CIDE 13 oz J G' 25 39044/4760 kOSS STARTER E F.EF2I LS 32 OZ 26 104414680 ROSS EVERGREEN REFILL 12 O'l. 1 2'7 3904411250 ROSS rRl~f:, q SHRQ8 32 _07 ' Stilt" Raignoy T3a rxrarlle 32 7OD3501002 TOARS FF�UI '' & NU ,e'EF S2TKT R oz � 2 ) � 33 390441 150 ROSS 15MP+ O BOOMER GRO STnKES OZ L �t 4 710350JO0" 13STS EVERGREEN :0KES Q PK 18 C,Z � 35 130310300 I PPO TREE SPCKUS 6 PK �p oz � Who10 tinN, � Iz�ig 3r 26 � icit�s �� JUN 26 '96 Q :1'9P4 SERFS P. 13, 17 -SEARS 1995 / TREE & PLANT FOOD PLAN-O-GRAM / NORTHERN REGIONS T PAGE: 2 UPC L SIZE FACING 38 7356100042 MIRACLE GRO FOR TOMATOES 2 LB 2 39 7356100022 MIRACLE GRO FOR ROSES 2 LB 3 40 7356100032 MIRACLE GRO MIRACID 2 LB 3 41 7356100011 MIRACLE GRO PLANT FOOD 8 Oz 3 46 7356100402 MIRACLE GRO NO-CLOG-2 GRDN/LWN 3 LB 3 47 4942499432 G/L LIQUID IRON 4 .0 1 QT 1 48 7356100083 MIRACLE GRO LAWN FOOD 5 LES 11"1 11, GRO 53 7356100042 MIRACLE GRO FOR TOMATOES 5 LB 2 54 7356100022 MIRACLE GRO FOR ROSES 5 LB 2 55 7356100031 MIRACLE GRO MIRACID 5 LBS 2 56 7356100013 MIRACLE GRO PLANT FOOD 5 LB 3 A— L 4 t __ -�.�� M�♦f f1�]��"/ef.�heH�lf ff f�lfiHf t yr e,6• F 7 ■f Hfn /I' affHfyy /%♦ IViFs teff lH fl ♦H{�{♦♦.f./i .. flfHff/ f/f< If~A .♦f♦f//../ a .ifN .fll��f i PA i ♦ H{H{I.l�3.I4i.H M/fHllf.♦.Ntiiffi..!/f` �}1fNMlfHH a y c n Ijlf/f (H f lfff♦I� I �f/Iif/I f/IH) f fIH IfI% It Ifpfffy/ �y �a Ji..f.HN .... f I♦f..:..HH. �` cs } �f C Y Y �.r_ SEARS 1995 HOME FF_'3 T PT f I E 1 r - iZ •�-�In«r� _.7o-;..!p-!..Yates.SiP`..T.'r_•e_ r ` •TMr�.SM:..m. thy ;'an .ars LY •sxq:'t�:a61':i:T$eS�:�- Yxl-I _ f!�{ .s'S��PAif-I.,�+•�]IWTr: VtPl._. rw :.%i I !u'• I 'JIF Ht3p.T m - - •:.� ---- Lery '.• ' wr N 1 r �+mv JmnL.iml^•i lets �. lq..a rs! it �'! 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YSRG _u ter. _ .'EFN !.1,LS w.?�'�^ e '.isSc"s <_AG4Oi !.�.deG tan; �f BYai. rsf •.�P-i. . .re- ft:A .•' of s�e.F�. 4l�. r -.. ss - '. USA ePAnY iL.t rss+iT Ck7 , PLT SILCLCY _ 'fkTPTLgW l:+JtltC 'rit k- r I �.�`? .....: ... --XL, -r•r-r.�.r'�•,�; 'r ",...."'�.^..-"T�s—r r3.,'vG„g•...'.s.-•.,.�� .- t : I 7� 16 17 I I PTO �?41 B, %"E PEST PLIeAN 0 P U S 11 U P,'-' AIZE7i YM\ Shalt. HeiQu . 190 lncnt��. J, �I:A gnalf Rai ght 1 14 ow 1 Trpo J. 1, 1122 ) 143i RIP25 FkXiLY FORMULA lizi3colly REPEL FAMI�Y VORMU3 1, 0 2 7246AIIJ42 VICTOR N3030CH GLUE T10, ph 1920000109 U-CCN MAT TRAPS P9 1920000inq 0 rON Rh? Tkw�� 7286813001 VIC= LfVE CA" Cm TFk! 7286800201 VICTOR METAL BAIT LIT TKqP FA fz 72868OD201 VICIOR MITAL BAIT RAT ;'AAL, 7286113242 VICTOR NO-TOUCH GLUE TRAP '7286813242 VICTOR NO- TOUCH ALU8 TRAE 1 PK 1142300312 REPEL SPORTSMAN FORMULA A 19 114230002 RFP}% SVORVSfVuN FORMULA 1. 24 7266800150 VICTOR METAL BAIT MOUSE TRAP 2PK 5, or 20 7286000150 VICTOR METAL BAIT MOUSE IqA? 2iF PK j ?286813035 VICTOR EASYSMT MOUSE �jAp 2 pK 31 7286913035 VICTOR EASYSET MOUSS TPAP 2 PK -1-920000105 D-CON MOUSE TRAPS 2 PX A0 4650001813 OFF IwSECT RRI)ELLEYP UNSCT?N"`I.?._?) 6 4650001839 OFF 2XINTAKIC FOR KIDS I Oz 12 46000109 OFF SKINTASTIC SNSECT REPEL 0 0; 2 13 4650001830 OFF SKINTASTIC INSECT REPEL 6 Oz 2 11 1142300329 REPEL INSECT R7PRLL8NT ONSCENTRO I 02• z is 1142300321 R8PTL INSECT REPELLENT UNSCENTED 4 0z i6 1142300326 REPEL INSECT REPELLENT SCENTRD 7 oz 11 1142300527 REPEL INSECT REPSLLSN! SCENTED 01 QjA I QA &A,II TS wd 4 6 3 000 18 d2 OCIIR480N D82P WOOLS OFY RuPpARNT j Oz 3 2q 7154901130 ORTHO 4695Eh1,7LD TNGRCT 10 Oz 0154901125 ORTHO P!YTNG & CRAWLIAG 03RCT is Oz 2 21 7154902214 OF7HO EJ -POWER hNT ROAcy &8p1'DRn is 023 12 4942411SIS I/L PjaST STRIKt AaROSOL SPRAY 14 07, is 4942?iQI01 G/L "ITRIK21k ROACH rx TIN11' k 1113 0 j4 ?154901945 ORTHO ANT STOP R171 211 CZ 21. 3E 3732100698 SON= MOLETOX Ti Ls V 1005200313 kTLAS GiANIT' OZ 37 4I4Z41(IGI0 TQ RAT & MOUSP P11T PIAUI PKS 0A 19210DOL4I H-CCN KWE PRUF2 11 0z K 11 Q RAlei,US �"l "I "A a-11 2T 2 wn" 4`650C4315 DIP ZKS"CT REPILLERT WNSCOMIED 3 i. 246S40160 MAIER WASP 6 HURVEY SPkAY 16 um yj 1942q , 11_4 2/ 5 HASP v HoRNET S5'1:.0,0' 3 �:j 4t q6s"15 AFG 1AT 'II ULY NG :PR70 KILLIO: 1 .1s RALI, ymm hokcp A ANT 14 ;!Sf, "*.LE 21 ru q , e r Ow E) !Nunop ?cQG%w X � jwy 2 01 UP AARE A 6 1 PRO r4 a V=k 2 0z T - r. i." 17 TIMIUS'V , f-,AN i ( rn :n / rx �jt`? r � xL iJ'- PACE , 2 �I ..... .. . ad..r; s LYn ,.xhLot.. its m ..1111 E{SAW k' kFalfi 2A inches. En-CPLER `N,4q}S 113 ,. t' 'li,. .1 t .r l �1 1 � . '", ^v n �i� a sVT'.l)�( a .Sex f LnMR 14°.: C !� 54 G1.7(�s >_'l,i � `erJRcsk iaQ+a & ROACH i(; i UI r' ,.4R.`� ?�) -v )„� ' �� k'!(x: �+ J1°I'C' F' CcJF'•..-°"J e�..�:, ;:_:i< WD OP MAX Er'., �h Rai`, �y , ROACO VOW 0P a `, rr L. 170 : , c nChci's i bE f PEST « CARPET i. U 1 q t. } ?j54901995 CRIHO IAF Y FLEA a VICK FILLkr ;nC 24 t, y FC 5 .,•.(,tA t2`IM:s :',s�1F4Y "JA� 'S+S'V�`�1 � Slo``sE �G1':Y'u�,�u 'IY;zY ;,�`"'.,ai 't �Tk -C:re�dr �+P' ��' g i C,Z 71549019a0 ORTHO kr.aklE YES,! INU° ;HCT COt . ctL6 z L . , , O ~ SECT RKLER )1 7398FO29 F'N OR RR NNT h INN r T BARORR a CA , + J' 6"' 965001.67A xZF;.tL- HOUSE & GAR�)LN SE-F.li'r 1 • i t;;' 26500016(ji ?ASD x.AIU) (AIA..RD s 217"11011 8NFIRCER F'LkA TR.AI 1"EVIG_. 21?0913001 ENFORCER (1',CRN Ts r EA TR.4 69 715490 .195 ORTHO TOTAL FLEA C ,trr c`!i< 70 0154901191 ORT.F IOTAI, FIE4 KILLER RTU GV 3 x.942411 37.5 / O i r j t 1 ' (a/ 1.. t v a. C:R� ra t' t Ix Y'` t ra r ` play:� ) �� .,�g ' '.Sr Inkrtt3k_ x>> yt 19416a7 , x 9019H: 'RTA HOMt} ora I.�,Sh+ ! ':`OV1r0L 1 7+1 4S42440701 OIL ;?la,°d F" POST rheSICT COMI OL R'1"'C: 1 GAL :> I 75 21739 2202 ENFORCER HONE :)tiS W/ ;i:Rg,-, 1 rHI 1F: 7:160540103 HO 'kMM' VJOG & CAT W2PEL.,3N7 2 Ltd f� F fir �.-� � ` � 1 `� 08/27/96 nTE 11:15 FAX 6172695200 Suffolk Special Projects 001 6WI-LI€rG DEPS'. hctq 5 -51111 q6 ° w RECEIVED SPECIAL PROJECTS CITY OF SALEM,MASS. FAX TRANSMITTAL TO: DATE- F;7/� FAX NO: Sot '#-e" --IS/d ATTN&z= inAir TOTAL PAGES INCLUDING COVER PAGE: FROM: SUFFOLK CONSTRUCTION FAX NO: (617)269-5200 CONTACT: Kris Brows @ 269-5400 %238 SUBJECT: Sears Har -dware Salem, Massachusetts Job /24617- f� .. FY77/1 R............ cam...-...r n.........., nw� -. 08/27/96 TUE 11:16 FAX 6172695200 Suffolk Special Protects 10 002 ALIG-02-1996 15:18 FROM TO 2695260 F.01 BIJILDI�rG DEPT. CHASE INTERNATIONAL, IN 5 25 7CIM RLTONSTREET RECEIVED EVERETT MASSACHUSETTS 02101y OF SALEM,'uSS. TEL(617) 389-3700 FAX(61 7)-387-3100 August 2, 1996 Chris Brown,Project Manager SENT BY FAX TO Suffolk Construction. Special Projects 617-269-5200 647A Summer Street 508-745-2709 Boston,MA 02210 RE: SEARS HARDWARE STORE SITE SUITABILITY REPORT C\DDRIVE\CFILES\C686REPT.SAM Dear Ms.Brown: As per the request of your Mr. Darrel Smith,I visited the above referenced site and in- spected the site conditions,the excavations for footings,the drilling and blasting operations be- ing carried out and reviewed the foundation plans for the project. Based on this information and discussions with Mr. Smith,I arrived at the conclusion that the site is suitable for the proposed construction and the design and methods being employed are appropriate. The site is all rock and has been previously drilltd,blasted and excavated. At locations required by the current design.some additional rock excavation is being carried out by drilling and blasting. The foundation bottoms are being leveled by the placement of Rowe-mix which is compacted to 95%modified Proctor density. The exterior foundation wall is reinforced with horizontal steel and thus will act as a reinforced grade beam and will even out any tendencies for uneven settlement. The first floor slab is designed as a slab on grade with either fiber-mesh or welded-wire fabric specified by the Contract Documents-,the Site Superintendent,Darrel Smith, stated that he will only be employing welded-wire fabric and I concur with this decision. A va- por barrier will be employed_ Particular care should be given to the isolated spread footings throughout the construction as no grade beam action is possible. Therefore,the bearing area should be thoroughly cleaned of any broken and cracked rock and the footings formed and cast on sound rock. We appreciate the opportunity to be of assistance to you. Should you have any questions, please call me. ywa Sine M y N� is gel W.C. merlon,P.E. " o�Ggs5Q6�� 08/27/96 TUE 11:17`FAX 6172695200 Suffolk Special Protects [a 003 FROM SUFFOLK SPECIR]., PROJECTS PNCINF NO- : 5087452709 Rug. 14 199E 12:22rM F2 RUO-06-1995 09'S4 FROM EMOLDING P.01 SUMMIT. INC. 2� 5 25 96 ALI� v 9 Thompson's Point 7 Charlton Sncet Portland, NdE osio2 F.ECEIVED FVeretl, MA 02.149 (207)879-6000 CITY OF SALEM,MASS. (Q7) 389-3700 r'0NCTR1 TCTTON M ATFR TAT, OT TA LTIY[IONTR Ol. TESTING SERVICL'S REPORT OF LABORATORY 110ISTURE DENSITY TEST REPORT DATE: 8/5/96 PROJECT NO.: SL049-96 SAMPLE NO.: 339s2 PROJECT: SEARS STORE SALEM MA. CLIENT: SAMPLE BY: WILLIAM Ni. DATE SAMPLED: 7/31/96 SAMPLE IDENTIFICATION: STRUCTURAL FILL, LYNN PAI{:RECYCI ED CONCRETE LABORATORY DENSITY METHOD Standard: Modified: ASTM D 69S. ASTM D 1557: X ASHTO T99: AASHTO T180: METHOD: A E C X TEST RESULTS: MAXIMUM LABORATORY DRY DENSITY; 137.2 PCF OPTIMUM MOISTURE: 61% °la GRADATION TEST; YES: X NO: TESTED BY- STEPHEN A. FASSI APPROVED: WILLIAM W, MCDERMET. POsMtw brand fax trarmmittai memo 7671 v m p'ge' r A' - 2;4 Fax• Vc� 1115196 08/27/96 T'UE 11:17 FAX 6172695200 Suffolk Special ProJects Z004 FROM :-SUFFOLK SPFCIRL PROJECTS PHONE NO. : 5OB7452709 Rug. 14 19% 12:23PM P3 AUG-06-199G 09:54 FROM TC 15P87452709 P.02 summlT. INC. 9 THOMPSON'S POINT B.' 7 CHARLTON STREET PORTLAND, ME 04102 L•VERETT, MA 02149 (207)879-6000 (617)389-3700 CONSTRUCTION MATERIAL QUALITY CONTROL TESTING SF_RVICES REPORT OF GRADATION REPORT DATE: 911/96 PROJECT NO-: SLO48-96 PROJECT NAME.: SEARS STORE SALEM MA. CLIENT:. _ SAMPLE NO-: 339S2 _ SAMPLE BY: WILLIAM M DATE SAMPLED: 7/3196 SAMPLE IDENTIFICATION: STRUCTURAL FILL( RECYCLED CONCRETE FROM BARDON 1-RLMOUNT) SIEVE PERCENT SPECIFICATION REQUIREMENT SIZE PASSING A B C D 6" 4" 3" 2.5" 100% 9 .........__99% l.5" 95% _.._.. 1.25" 90% V 83% 3/4" 72% 112' 60% 3/8" 54% 1/4" 47% #4 44% 48 910 33% 016 #20 24% _— #30 _#60 18% 050 #60 2'100 11% *2008.0'/° _ fliil3 Meets fails meets fails meets fails meets A: B: -- C: D: COMMENTS: TESTED BY: STEPHEN A. FASSI APPROVED: WILLLAM W. MCDL-RMET s:\c+rtxe[c�VealLecinlmasters'•,soil�ePBrad•doc Revicad: 4/18196 TnTRL P.02 08/27/96 TT1E 11:18 FAX 6172695200 Suffolk Special Protects 0005 SUMMIT, INC. 9 THOMPSON'S POINT 7 CHARLTON STREET PORTLAND, ME 04102 EVERETT,MA 02149 (207) 879-6000 (617)389-3700 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL,CONCRETE SPECIMENS ASTM C39 PROJECT NO: SL048-96 PROJECT NAME: SEARS HARDWARE PLACEMENT LOCATION, FOOTING,COLUMN LINE I (B.3-DD) SPECIMEN MADE BY: SCOTT C. DATE.MADE. 725/96 DATE RECEIVED: 8/2/96 DESIGN STRENGTH: 3000 psi(228 DAYS REINFORCEMENT OBSERVED: X REBAR WWF FIBERME514 NONE DESIGN DATA: CFMFNTTYPE: lbs./,yd' FINE AGGREGATE Ibs./vd3 COARSE AGGREGATE 3/4" lbs./yd' ADMIX(1) ozs./yd' ADMIX(2) % OTHER ozs./% FIELD DATA: SLUMP PLACED 3 3/4" AIR CONTENT % SLUMP BEFORE SUPER AIR TEMPERATURE 72 OF SUPPLW-R: BARDON TRIMOUNT CONCRETE TEMP 68 OF TICKETNUMBER 1802795 TIME 12:00 MIXER NUMBER 24 UNIT WEIGHT lbs./R3 LOAD NUMBER SAMPLE TAKEN AT 5 yd TOTAL PLACEMENT 11 yd) STORAGE 1N MOIST ROOM 3, 20 DAYS SET NUMBER I OF 1 CYLINDER DATE AGE DIAM. AREA TYPE LOAD STRENGTH AVG. NO. TESTED DAYS INCHES in BREAK KIPS psi STR. psi 3A 8/5 7 6.00 28,27 4 120.0 4240 B 8/22 28 C 8/22 28 D 8/22 28 iNMAL CURING LOCATION: NEXT TO PLACEMENT CHECKED BY: TYPE OF FRACTURE: 1) CONE 2) CONE&SPLIT 3) CONE&SHE, 4) SHEAR 5) COLUMNAR RLMARKS: ALL TESTiNO IS PERFORMED ACCORDINO TO ASTMC29.C31,C39,C143.C172,0171,0192,0511,0017,01064 AND/OR C'1077. s:\everett\katherin\job96\sI048\concrctc\cylindcr\1-50.doc Revised: 8/12/96 08/27/96 TUE 11:18 FAX 6172695200 Suffolk Special Protects fa00e SUMMIT, INC. 9 THOMPSWS PONT 7 CHARLTON STREET PORTLAND. ME 04102 EVERETT. MA 02149 (207)879-6000 (617) 389-3700 REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS ASTM C39 PROJECT NO: SL049-96 PROJECT NAME: SEARS HARDWARE PLACEMENT LOCATION: FOOTING.COLUMN LINE 2 (B.7-DD) SPECIMEN MADE BY: SCOTT C. DATE MADE: 7/26196 DATE RECEIVED: 8/2/96 DESIGN STRENGTH: 3000 psi @28 DAYS REINFORCEMENT OBSERVED: X REBAR WWF FIBERNIESH NONE DESIGN DATA: CEMENT TYPE: Ibs./vd' FINE AGGREGATE lbs./yd' COARSE AGGREGATE 3/4" lbs./yd' ADMIX(1) ozs./yd3 ADMIX (2) % OTHER Ozs✓% FIELD DATA: SLUMP PLACED 4 1/4" AIR CONTENT % SLUMP BEFORE SUPER AIR TEMPERATURE 70 OF SUPPLIER: BARDON TRLMOUNT CONCRETE TEMP 68 OF TICKET NUMBER 1802864 TIME 2:00 MIXER NUMBER 14 UNIT WEIGHT Ibs./R' LOAD NUMBER SAMPLE TAKEN AT 5 yd' TOTALPLACEMENT 11 yd3 STORAGE N MOIST ROOM 3. 21 DAYS SET NUMBER 1 OF 1 CYLINDER DATF. AGE DIAM. AREA TYPE LOAD STRENGTH AVG. NO. TESTED DAYS INCHES int BREAK KIPS psi STR psi 4A 8/5 7 6.00 28.27 4 94.5 3340 B 8/22 28 C 8/22 28 D 8/22 28 INITIAL CURING LOCATION: NEXT TO PLACEMENT CHECKED BY: y TYPE.OF FRACTURE: 1) CONU 2) CONE&SPLIT 3) CONE& SHEAR 4) SHEAR 5) COLUMNAR REMARKS. ALL TESTING IS PARI'CRMiiD ACCORDING TO AS7MC29.C31,C39,<:143,C 172,C 173,0192,C31 L C617.C1064 AND/OR C 1077. s:\everett\lcntherin\job96\s1048\concrete\cylinder\1-50.doe Rniscd: 8/12/96 08/27/96 TT.tE 11:19 FAX 6172695200 Suffolk Special Protects Ia007 SUMMIT, INC. 9 THOMPSON'S POINT 7 CHARLTON STREET PORTLAND, ME 04102 EVERETT, MA 02149 (207) 879-6000 (617) 389-3700 CONSTRUCTION MATERIAL QUALITY CONTROL TESTING SERVICES REPORT OF GRADATION REPORT DATE: 8/1/96 PROJECT NO.: SL048 J6 PROJECT NAME: SEARS STORE SALEM MA. CLIENT: SAMPLE NO.: 339s2 SAMPLE BY: WILLIAM M DATE SAMPLED: 7/31/96 SAMPLE IDENTIFICATION: STRUCTURAL FILL(RECYCLED CONCRETE FROM BARDON TRIMOUNT) STEVE PERCENT SPECIFICATION REQUIREMENT SIZE PASSING A B C D 6, 4" 3" 2„5” 100% 2" 99% 1.5" 95% 1.25" 90% 1" 83% 3/4" 72% 1/2" 60% 3/8" 54% 1/4" 47% #4 44% #8 4110 33% it 16 #20 24% #30 #40 18% #50 15% #60 #100 11% #200 8.0% fails meets fails meets fails meets fails meets A- B C: D: COMMENTS: TESTED BY: STEPI-IFN A. FASSI APPROVED: L'�G ERMET s:\cvcrctt\katlierin\ntasters\soil\repgrad.doc Revised: 4/18/96 • 08/27/96 TUE 11:20 FAX 6172695200 Suffolk Special Protects 191008 SUMMIT, iNC, 9 ThOmpson's Point 7 Charlton Street Portland, ME 04102 Everett,MA 02149 (207)879.6000 (617)389-3700 CONSTRUCTION MATERIAL QUALITY CONTROL TESTING SERVICES REPORT OF LABORATORY MOISTURE DENSITY TEST REPORT DATE: 8/5/96 PROJECT NO.: SL048-96 SAMPLE NO.: 339 s2 PROJECT: SEARS STORE SALEM M.A. CLIENT: SAMPLE BY: WILLIAM M. DATE SAMPLED: 7/31/96 SAMPLE IDENTIFICATION: STRUCTURAL FILL, RECYCLED CONCRETE LABORATORY DENSITY METHOD Standard: Modified: ASTM D 698: ASTM D 1557: X ASHTO T99: AASHTO T180: METHOD: A B C X TLST RESULTS: MAXTMUM LABORATORY DRY DENSITY: 137.2 PCF OPTIMUM MOISTURE: 6.2% % GRADATION TEST: YES: X NO: TESTED BY: STEPHEN A. FASSI APPROVED. WILLIAM W. MCDERMET. s:\cverct\kathcnn\moislcsi.doc Revsied: 3/15/90 09/17/96 TUE 10:57 FAR 6172688954 SUFFOLK SPD2 la 001 Wei S YEA .w..w+aixcaaY:.r Wx " J t w ■ SPECIAL PROJECTS FAX TRANSMITTAL TO: �J DATE:- d+�J FAXNO: -5-6d' - 7 -5S57/lf ATTN: TOTAL PAGES INCLUDING COVER PAGE: c77-- FROM: SUFFOLK CONSTRUCTION FAX NO: (617)269-5200 CONTACT: Kris Broom @ 269-5400 %238 SUBJECT: Bears Hardvaie Salem, Massachusetts 'Joli#24617-- R4 7A 09/17/96 TUE 10:57 FAX 6172688954 SUFFOLK SPD2 IM002 Water & Waste Pipe Testing Inc. Water Pressure Testing,Disinfection,Leak Detection,Leakage Surveys, P.0.Box 2145 Fire Flow Testing and Pipe Location Wakefield,MA 01880-6145 Office: (617) 245-6705 Suffolk Construction Fax: (617) 224-0955 647A Summer St. Boston, MA 02210 NEW WATER MAIN TEST REPORT Testing Date: 9/10/96 Site Location: Sears Hardware Traders Way Salem,MA Length of Pipe: 80'of ductile iron pipe Size of Pipe: 6" Hydrants: None Gate Valves: 1 -6"valve Services: 1 -8"fire service Test Pressure: 200 psi for 1 hour """ "� s^•, DTest Times: 11:30 am to 1:30 pm Amount of Water SEP 12 1996 Loss During Test: 0 lossJS'i kl q;Fl P! N sPr c ;, Fho Cr_.rs nA/I81u Contractor: McGrath Cosntruaion 42 Oakville St. Lynn, MA 01901 Test Conducted By: Carl M. Sopper-Water&Waste Pipe Testing, Inc. Test Inspected By: 5&W - City of Salem, Cleric of Works Certified By: (WaterPipe T . g, In .ent 7L�D SrTE COPY CITY OF SALEM BUILDING SALEM, MASSACHUSETTS 01970 PERMIT °e�/MINED° DATE ``''LY :L0 19 '3o PERMIT NO. 11=FI:1L}! LDG _ORF'. 647A SU ! Ei; APPLICANT "" ADDRESS " (NO.) (STREET) (CONTR•S LICENSE) ,l.T,_:..IiJ!'il D'IA S1 ! •b� .JR b0 i-1 CITY STATE_ZIP CODE TEL.NO. h!EL; DJI!_DING :TO RES. M RCAll TILE NUMBEROF 0 PERMIT TO O STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) !'11,?14l';-+ i RADERS 'WAY' �_I%l AT(LOCATION) ZONING DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION IVIAP oB LOT-11`_� BLOCK SIZE 4. 10 A'CRES BUILDING IS TO BE FT.WIDE BY FT.LONG BV FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: =i'ti:hj.l. .il..l 'I_II'_C :�I_ARS RI:=TAIL `=.TORE raf10 7F`ADERS` AAY7AS F'ER IDI SUBMIT Cr C1` AREA OR -"-'- "-- 967, 2101 PERMIT5807, O� VOLUME ESTIMATED COST$ FEE (CUBICISOUARE FEET) OWNER Hi.GHl._AIND PLAZA REAL7Y ADDRESS 4'0 'M APL_EWOOD DR MAPLE SHADE NJ BUILDING DEPT. !. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY,ENCROACHMENTS . ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION,STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS, MINIMUM OF THREE CALL INSPECTIONS APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT WHERE APPLICABLE SEPARATE REQUIRED FOR ALL CONSTRUCTION WORK: POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A PERMITS ARE REQUIRED FOR 1.FOUNDATIONS OR FOOTINGS. ELECTRICAL,PLUMBING AND 2.PRIOR TO COVERING STRUCTURAL CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH BUILDING SHALL MECHANICAL INSTALLATIONS. MEMBERS(READY TO LATH). NOT BE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 3.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS i is c� 41 i BOARD OF HYALY GAS INSPECTION APPRO)II6LS F EDEPT.IN CTING APPROVALS OTHER CITY ENGINEER j2W ' 2 CERTIFI ATE OF OCCUPANCY VV � Issued: Q9191±4 Permit r9:30-14 qOMKSHALL NOT PROCEED UNTIL THE MITWILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. AS NOTED ABOVE. OR WRITTEN NOTIFICATION.