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0174 MARSTON AVENUE - Health
174 MARSTONS AVE HYANNIS A = 288 181 001 G i I n f � R -- — - Massachusetts Department of Environmental Protection BWP AQ 04 (ANF-001) 100295840 Asbestos Project# Asbestos Notification Form r Project Revision Project Cancellation A. Asbestos Abatement Description 1.Facility Location: STEPHEN LEEK 174 MARSTON AVE Instructions 1.All a.Name of Facility b.Street Address sections of this form BARNSTABLE must be completed in MA 02601 5087755086 order to comply with c.City/rown d.State ; Zip Code f.Telephone MassDEP notification STEPHEN LEEK OWNER requirements of 310 CMR 7.15 and g.Facility Contact Person Name h.Facility Contact Person Title Department of Labor Worksite Location: ATTIC Standards(DLS) notification i.Building Name,Wing,Floor,Room,etc. requirements of 453 2. Is the facility occupied? PF a.Yes r.b.No CMR 6.12 3. Is this a fee exempt notification (city,town, district, municipal housing authority, state facility, or owner-occupied residential property of four units or less)? r a.Yes l- b.No MassDEP Use Only 4.Blanket Permit Project Approval,if applicable: Date Received Approval ID# 5.Non-Traditional Asbestos Abatement Work Practice Approval, if applicable: Approval ID# 6.Asbestos Contractor: AIR SAFE INC 22 WILLOW STREET a.Name b.Address CHELSEA MA 02150 9783395361 c.City/Town d.State e.Zip Code f.Telephone A0000464 h.Contract Type:X7' 1.Written r7 2.Verbal g.DLS License# 7. ORLANDO MOLINA AS901826 a.Name of Contractor's On-Site Supervisor/Foreman b.DLS Certification# 8 KEAN CLIFFORD AM000092 a.Name of Project Monitor b.DLS Certification# 9 FU ENVIRONMENTAL INC AA000144 a.Name of Asbestos Analytical Lab b.DLS Certification# 10. 10/29/2018 10/31/2018 a.Project Start Date(MM/DD/YYYY) b.End Date(MM/DD/YYYY) 7AM-5PM NA c.Work Hours-Monday Through Friday d.Work Hours-Saturday&Sunday 11.What type of project is this? I- a.Demolition r b.Renovation I— c.Repair I— d.Other-Please Specify: Revised: 11/13/2013 Page 1 of 4 Massachusetts Department of Environmental Protection 100295840 L7, BWP AQ 04 (ANF-001) Asbestos Project# Asbestos Notification Form r Project Revision r Project Cancellation A.Asbestos Abatement Description: (cont.) 12.Abatement procedures(check all that apply): 1— a.Glove Bag r b.Encapsulation r c.Enclosure r d.Disposal Only r e.Cleanup r f.Full Containment r g.Other-Please Specify: 13.Job is being conducted: W; a.Indoors r b.Outdoors 14 a.Total amount of each type of asbestos Containing materials(ACM)to be removed,enclosed,or encapsulated: 750 1.Linear Feet(Lin.Ft.) 2.Square Feet(Sq.Ft.) b.Boiler,Breaching,Duct, c.Transite Pipe Tank Surface Coatings 1.Lin.Ft. 2.Sq.Ft. 1.Lin.Ft. 2.Sq.Ft. d.Pipe Insulation e.Transite Shingles 1.Lin.Ft. 2.Sq.Ft. 1.Lin.Ft. 2.Sq.Ft. f.Spray-On Fireproofing g.Transite Panels 1.Lin.Ft. 2.Sq.Ft. 1.Lin.Ft. 2.Sq.Ft. h.Cloths,Woven Fabrics i.Other-Please Specify: 1.Lin.Ft. 2.Sq.Ft. j.Insulating Cement VERMICULITE 750 1.Lin.Ft. 2.Sq.Ft. 1.Lin.Ft. 2.Sq.Ft. 15.Describe the decontamination system(s)to be used: THREE CHAMBER DECON 16.Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CMR 6.14(2) (g): 6 MIL POLY 17.For Emergency Asbestos Operations,the MassDEP and DLS officials who evaluated the emergency: a.Name of MassDEP Official b.Title of MassDEP Official c.Date of Authorization(MM/DD/YYYY) d.Waiver# e.Name of DLS Official f.Title of DLS Official g.Date of Authorization(MM/DD/YYYY) h.Waiver# 18.Do prevailing wage rates as per M.G.L.c. 149,§26,27 or 27A—F apply to this r a.Yes r7. b.No project? Revised: 11/13/2013 Page 2 of 4 Massachusetts Department of Environmental Protection 100295840 BWP AQ 04 (ANF-001) Asbestos Project# Asbestos Notification Form (- Project Revision r Project Cancellation B. Facility Description 1.Current or prior use of facility: RESIDENTIAL 2. Is the facility owner-occupied residential with 4 units or less? r a.Yes r.7. b.No 3 STEPHEN LEEK 174 MARSTON AVE a.Facility Owner Name b.Address HYANNIS MA 02601 5087755086 c.Citylrown d.State e.Zip Code f.Telephone 4 STEPHEN LEEK 174 MARSTON AVE a.Name of Facility Owner's On-Site Manager b.Address HYANNIS MA 02601 5087755086 c.City/Town d.State e.Zip Code f.Telephone 5'N/A N/A a.Name of General Contractor b.Address N/A MA 02601 1111111111 c.City/Town d.State e.Zip Code f.Telephone N/A g.Contractor's Worker's Compensation Insurer N/A 12/31/2018 h.Policy# i.Expiration Date(MM/DD/YYYY) 6.What is the size of this facility? 3412 2 a.Square Feet b.#of Floors Note:Temporary storage of Asbestos C. Asbestos Transportation & Disposal containing waste 1.Transporter of asbestos-containing waste material from site of generation: material is only allowed at the place r a.Directly to Landfill or rV. b.To Temporary Storage Location/Transfer Station of business of a DLS licensed Asbestos contractor or a transfer AIR SAFE INC 22 WILLOW ST station that is c.Name of Transporter d.Address permitted by MassDEP and CHELSEA MA 02150 9783395361 operated in e.City/Town f.State g.Zip Code h.Telephone compliance with Solid Waste Regulations 310 CMR 19.000 2.If a temporary storage location/transfer station is used,list name of transporter of asbestos containing waste material from temporary storage location/transfer station to final disposal site: SERVICE TRANS GROUP 58 PYLES LANE a.Name of Transporter b.Address NEW CASTLE CE 19720 8779999559 c.City/Town d.State e.Zip Code f.Telephone Revised: 11/13/2013 Page 3 of 4 Massachusetts Department of Environmental Protection 100295840 BWP AQ 04 (ANF-001) Asbestos Project# Asbestos Notification Form r Project Revision Project Cancellation C.Asbestos Transportation& Disposal: (cont.) 3.Name and address of temporary storage location/transfer station for the asbestos containing waste material: AIR SAFE INC 22 WILLOW ST a.Temporary Storage Location Name b.Address CHELSEA MA 02150 9783395361 c.City/Town d.State e.Zip Code f.Telephone 4.Name and location of final disposal site(asbestos landfill): MINERVA LANDFILL MINERVA ENTERPRISES,INC a.Final Disposal Site Name b.Final Disposal Site Owner Name 8995 MINERVA DRIVE c.Address WAYNESBURG OH 44688 3308663435 d.City/Town e.State f.Zip Code g.Telephone Note:Contractor must sign this form for DLS notification purposes D. Certification DFW DFW "I certify that I have personally 1.Name 2.Authorized Signature examined the foregoing and am PRESIDENT 10/12/2018 familiar with the information contained in this document and 3.Position/Title 4.Date(MM/DD/YYYY) all attachments and that,based 9783395361 AIR SAFE INC on my inquiry of those 5.Telephone 6.Representing individuals immediately 22 WYCHWOOD DR LITTLETON responsible for obtaining the 7.Address 8.City/Town information, I believe that the MA 01460 information is true,accurate, and complete. I am aware that there 9.State 10.Zip Code are significant penalties for submitting false information, including possible fines and imprisonment.The undersigned hereby states that I have read the Commonwealth of Massachusetts regulations governing asbestos abatement (453 CMR 6.00 promulgated by the Department of Labor Standards and 310 CMR 7.15 promulgated by the Department of Environmental Protection), and that I am aware that this permit application or notification shall not be deemed valid unless payment of the applicable fee is made." Revised: 11/13/2013 Page 4 of 4 TOWN OF BARNSTABLE LOCATION ,:s n 3 l/ SEWAGE # Sr- '7 7 9 val-AGE - d 2% ASSESSOR'S MAP & LOT n r INSTALLER'S NAME&PHONE NO. �?7`7 SEPTIC TANK CAPACITY LEACHING FACILITY: (type�/ — �1� ' � �-G (size) Y NO.OF BEDROOMS t BUILDER OR OWNER �� L'>1� PERMPTDATE: COMPLIANCE DATE: !r — Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by -------------- -, lw� �tc- u -� ` TOWN OF BARNSTABLE LOCATION d < rb 3 v SEWAGE # C VILLAGE �'a / ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. -i �-�s� 9 S��7-7 Z SEPTIC TANK CAPACITY LEACHING FACILITY: (type L�—' , ""�- �'� (size) NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: '/ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by -VA - I ' s • e Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes `n7 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS Z( G �\ ppYtcatton for Di-opogaY *pg;tent Cottgtructton PermitApplication for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ElIndividual Components Location Address or Lot No. I"J,J /vl A f s f o iv S Al/AF Owner's Name,Address and Tel.No. �S 0 S') -7-7 11y14NNlsPori' / Mgss stEp/JEN a- LGEI<S Assessor's Map/Parcel1'7ii m Ars+oivs H1/t ml4r- '288 PArcE-(- t6-1 -1 Hya /✓isftrr MPSs Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. L4 2 P -7 2 Q D Or- Type of Building: _ Dwelling No.of Bedrooms Lot Size 34,2 9 y sq.ft. Garbage Grinder( ) No Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow S�S-© gallons per day. Calculated daily flow S,S7 gallons. Plan Date No V. 1 2 Y 1 17 9 fr Number of sheets Revision Date PoiW-6 Title S ItC Al Pro PC)S D S, pPI C SYS y'E_" ri 17 g 1"4rstotis Size of Septic Tank 150o G- ILL Type of S.A.S. 12`X Li Li ` L��1 Ch iwy chosRc- Description of Soil -s-,1O 11arc�• Mai. 3�� 12�� i4"' 5,0,a-0 l Ly/�M , 12��-i g`' �`f3`� /hE0• S.9r✓IJ 1 g 1 20 C " /Y1 E Q. SAN D - AJrr W/A7'ER GNGo urt"lZ-O Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental ode and not to place the system in operation until a Certifi- cate of Compliance has been issue by thi o of Health. - n- Signed j DateL50 Application Approved by Y Date / _ 1 7�9'` Application Disapproved forte follo ing reasons Permit No. Date Issued I a " ....� Eire — /ffi - oo1 Ar No.�7i�7 Fee / ' ~ = THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t Yes XApplication PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS01ppYicati�on for Mi-qpogar *pgtem Contru Lion Permit for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 17 N /V1 A rs t O N S ►�- t Owner's Nam , adre s and Tel.No. S-� HyRNNI Sport I MASS St,p/l� l�. L&61<5 17N N1 ArstolVs qvc Assessor's Map/Parcel AlRr- 2,$8 PArGEL 16-1-1 N\//a/vv15Po1-r/ Mass Installer's Name,Address,and Tel.No. Desiggner's Name,Address and Tel.No. 2 7 PRr/GE/L P_D/rOS?'446�!T!//LLt T�yPe of Building.,, .�b i�`�' ' w Dwelling No.of Bedrooms Lot Size :354 2.7'4 sq. ft. Garbage Grinder( ) NO Other Type of Building Noljrsons Showers( ) Cafeteria( ) Other Fixtures Design Flow S S4 gallons per day. Calculated daily flow 5.S 7 _ gallons. Plan Date M.o V. 1 �-. 9 9 fr Number of sheets --- Revision Date NOa✓� Title S IfC Pl-nAl Pro Po5ED SEPt/G SyS tf til 1 y/rl�rsfaiYs !/E. lay Po/7 Size of Septic Tank 1500 6 4L Type of S.A.S. 1 2 A 4 y 1-5'pCAiAvf Ckowc-i Description,of Soil 0-S O or&A. M41., S- 12 ;4 SAND`l L.a.Qh d/ 12 1.-1 s 13 ,AlvA , ..1-� ' 1 20 � C /"E'D. SAND — 1VU U110EFL G/yL D WV7_r b -- Nature of Repairs or Alterations(Answer when applicable) ° Date last inspected: , ` Agreement: ? The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system ft in accordance with the provisions of Title 51 of the Environmental ode and not to place the system in operation until a Certifi- cate of,Compliance has been issue by th' ' 'o of Health. Signed fl f. Date Application Approved by [.� � E' I Date /Z_ 1 7-90,y Application Disapproved for the following reasons f ; , 01 Permit No. - �.g J �l rf ; Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( x)Repaired( )Upgraded( ) Abandoned( )by , at 1'7 q A rS tp/V s 14 V5. N V p lV I S Rq;Zf ^4 s s has bq#n constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. -79`% dated Installer j Designer In� C The issuance of this permit shal of be P� stru d as a guarantee that the s, st' -will unctjio�f`as designed ned� V16Date 1 Inspector l+ /h �1�`tom- f t3' I �IIA ----------------------------------Fee jOC% THE COMMONWEALTH OF MASSACHUSETTS ` PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwiz pogal *proem Construction Permit Permission is hereby granted to Construct()<)Re air( )Upgrade( )Abandon( ) System located at 17 41 /Y/ArSfo/v5 ff LE., I-I 1y A 1yNl f,, IW A-SS and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the'date of this permit. Date: - Approved by �1 MARSrONS AVE -- /5 /0y�/ �. O House r AREA 3H,294'-SF NEW J Roots: _ W a \ \ 1 -TOTAL. . _.. r \ p �RAWL�SPACE' IS" 1 / M00%e .. _-.`�\ \\. :. N O --FtESERVE3EPTIG TANS(.. I r ` Zj�EACW FteLD o F D,-�F3oJx='T � 20 Tit, P-9313 Dec.01,1998 P Sullivan PE PLAN VIEW J. Dunning, Board of Health Test Hole 1 Scale:1 50' 0-5" O --Pine Needles&organic 4N OF 5"-12" A--Sandy Loam 10Y8 5/3 PETER SULLIVAN �+ 12"-18" B --Med.Sand 7.5YR 5/6 I11®.2 733 CIVIL + 18"-120" C---Mad.Sand 10YR 6/6 '� ! NO WATER ENCOUNTERED Test Hole 2 Iz 0-151, Fill 11"-24" B--Med.Sand 10YR 4/6 24"-120" C-Coarse Sand 10YR 7/4 Pe (i@46"Less than SITE PLAN 2 min per inch PROPOSED SEPTIC SYSTEM NO WATER ENCOUNTERED AT 174 MARSTONS AVE. HYAN N I S PORT, MA zoNC� RF-4 SETBACKS' 30'�I S'/IS' FOR STEPHEN B. LEEK • Assessors Map 288 SCALE: AS SHOWN DATE: NOV. 12,1998 Parcel 181-1 SULLIVAN ENGINEERING INC. SHEET 1 Of 2 OSTERVILLE MA NQTES DESIGN DATA I.Water Supply ForThis Lot is Municipal Water. Single Family-5 Bedroom 2 Location of Utilities Shown on This Plan Are Approx. With no Garbage Grinder ' At Least 72 Hours Prior to Any Excavation ForThis Daily Flow=110 x 5= 550 GPD Project The ContractorSholl Make The Required Septic Tank:550 GPD x 200%=1100 GPD Notification to Dig Safe(1-800-322-4844) Use 1500 Gallon Septic Tant- 3 The Contractor is Required to Secure Appropriate LEACHING AREA Permits From Town Agencies.For Construction Defined by This Plan. 550 GPD/0.74=743 SF Required �� Sidewall =2(12+44)2=224 S.F. 4 Install Risers as Requiret(10 Within 12 of Bottom Area= 12 x44 =528 S,F. Finished Grade. 752 S.F.Total Provided 5.All Structures Buried Four Feet or More orSubject' LEACHING CHAMBER DESIGN to Vehicular Traffic lobe H-20 Loading. All Pipes to be Schedule 40.Use In, Septic System to be Installed in Accordance With 5 -500 Gal.Leaching Chambers in a 310 CMR 15.00 Latest Revision And The Town of 12'x44' Washed Stone Field as Barnstable Board of Health Regulations. Shown. 7. All Piping lobe Sch.40 PVC FG.19.0 FG 20.0 17.0 16.0 16 B Top El. 17.0 _ 1500 Gallon 16.6 Septic Tank �j ,4 - Bot.E1.14,0 16.2 y�•, ,r,j• �` Bedding as 9.0� V Per Title 5 t:c.9.o 10� 10.5, to' 10 12 �'� �1-t Ground Woter(o)E 1.of Less Than 5.0 as Per T.O.B.Ground Water Map DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM— Not fo Scale ' Finish Grade OF Filter Compacted FIII PETER Fabric _ SULLIVAN ' N0.29733 6 I/s'=V2" CIVIL 9 Pea Stone Ao qF t • Leaching 3/4°-1 I/2'0Doubl a Chamber Washed 4!-10! I 126-0° CROSS SECTION OF CHAMBER NOT TO SCALE There are no wetlands within 100 feet of the proposed leaching facility. There are no private wells within 150 feet of the proposed septic system. There are no variances requested or needed. STEPH EN LEEK If the proposed leaching facility will be located within 250 feet of any wetlands, the HYAN N ISPORT,MA bottom of the proposed leaching facility will not be located less than(14)feet above SHEET 2 Of 2 the maximum adjusted ground water table elevation. S qVE' / !. MARST ON -- I bIn.83� - ••td � Ah. 1 I B EXIST HOUSE AREA 3LI,294=5F J ADO 1 - \ o� W 1 I 15 BE ROOMS: _ --TOTAL..' ._:.... .CRAWL�SPACF Is .. / -100% DESERVE \ i,� ` N 56PTIC TANK-- ;,-�A04 FIELD. o F D-BOX i 20 Tit" ( � P-9313 Dec.01,1996 P Sullivan PE J. Dunning, Board of Health PLAN VIEW Test Hole 1 Scale:1 50' 0-5' O --Pine Needles&organic t�OF 5"-12" A--Sandy Loam 10YR 513METER � N SULLIVAN � 12"-18" B --Med.Sand 7.5YR 5/6 NO.2973.3 UK •o � �> 18"-120" C---Mad.Sand 10YR 6/6 ,• 18' 6s �n9 NO WATER ENCOUNTERED Test Hole 2 %Z /1 Z' 0-15" Fill 11"-24" B --Med.Sand 10YR 4ro 24"-120" C-Coarse Sand 10YR 7/4 Perc@48°Less than SITE PLAN 2 min per inch PROPOSED SEPTIC SYSTEM NO WATER ENCOUNTERED AT 174 MARSTONS AVE. HYANNISPORT, MA _7-aNC- RF-4 SETBACKS 30'�IS'/ls' FOR STEPHEN B. LEEK Assessors Map 288 SCALE: AS SHOWN DATE: NOV. 12,1998 Parcel 181—I SULLIVAN ENGINEERING INC. SHEET 1 Of 2 OSTERVILLE MA i _ r i NQTES DESIGN DATA L Water Supply ForThis Lot is Municipal Water. Single Family-5 Bedroom 2 Location of Utilities Shown on This Plan Are Approx. With no Garbage Grinder ' At Least 72 Hours Prior to Any Excavation ForThis Daily Flow=I10 x 5= 550 GPD Project The ContractorSholl Make The Required Septic Tank:550 GPD x 200%=1100 GPD Notification to Dig Safe(1-800-322-4844) Use 1500 Gallon Septic Toni- *The Contractor is Required to Secure Appropriate LEACHING AREA Permits From Town Agencies,For Construction 550 GPD/0.74=743 SF Required Defined byThis Plan. �� Sidewall =2(120+44�)2=224 S.F. 4 Install Risers as RequiredLto.,Within 12 of Bottom Area= 12 x44=528 S F Finished Orade. 752 S.F Total Provided 5.All Structures Buried Four Feet or More or Subject' LEACHING CHAMBER DESIGN to Vehicular Traffic lobe H-20 Loading. All Pipes to be Schedule 40.Use ELSeptic System to be Installed in Accordance With 5 -500 Gal.Leaching Chambers in a12�x 44� Washed Stone Field as • 310 CMR 15.00 Latest Revision And The Town of Barnstable Board of Health Regulations. Shown. 7. All Piping to be Sch.40 PVC FG.19.0 FG 20.0 17.0 16.0 16.8 Top El. 17.0 _� 1500 Gallon 16.6 Septic Tank 16.4 �:; - Sot.E1.KO 16.2 � Bedding as Per Title 5 90 EL 9.0 10 10.5! 10' 10 12' TE-t Ground Wafer(cDE I.of Less Than 5.0 as Per T.O.B.Ground Water Map DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM' • Not to Scale ' Finish Grade �.��OF PETER , Filter •Compacted FIII - SULLIVAN Fabric _ cZ NO.29733 CIVIL N I/8=I/2° �0 9FG/STERNA ' � Pea Stone M Leaching 3/4°-1 1/2'�Double . aChamber Washed 4!-10� tjp� Ir 121-0�� CROSS SECTION OF CHAMBER ..:NOT TO SCALE There are no wetlands within 100 feet of the proposed leaching facility. There are no private wells within 150 feet of the proposed septic system. There are no variances requested or needed. STEPH EN LEEK If the proposed leaching facility will be located within 250 feet of any wetlands, the HYAN N I SPORT,NIA bottom of the proposed leaching facility will not be located less than(14)feet above SHEET 2 of 9 the maximum adjusted ground water table elevation. i-- ...x.q•sq.l q•� yEy� v V " • .6q1 IA S - i o __ '• � SITTIN4 0 � �oIA�R •MT, N i 1 gou�sa I •--..� I vwwtiAL� n 2 -... --•---- - - of II "" ,1 .1 I '�'' I ever. =f �� rn a L w 1 $ a z A I ' -- IWall g i I To ac = I I �� � 2'0• rw.aex.�� G:o• x 6.O 4•b�'•O••1.7.PIGNN••D 1u•rL 1 I 1,' _ ..—__.. MVN•tK• 4�•O•'x 4�•B AA^V.NARJ ?w�oev Wr.NV ! 1 __—. 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