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50 WINTER ISLAND ROAD - BUILDING INSPECTION �� . �% ,� ��t _ . _� . _ . 0050 WINTER ISLAND ROAD.120 118-2001 GIs#: 11380, COMMONWEALTH OF MASSACHUSETTS Map: . 43 Block: CITY OF SALEM Lot: 0001 Permit: Building Category: 328 New other nonres' BUILDING PERMIT Permit# 118-2001 Project# JS-2002-0126 Est.Cost: $0.00 Fee: PERMISSION IS HEREBY GRANTED TO: Const. Ctass '+ Contractor: License: Use Group`: Tom St.Pierre General Contractor-Salem#1081 Lot Size(sq:ft.): 1180476 Owner: SALEM CITY OF Zoning: RI Applicant: SALEM CITY OF Units Gained:its Lost. UnAT: 0050 WINTER ISLAND ROAD 120 ISSUED ON. 08-Aug-2001 EXPIRES ON: 08-Feb-2002 ORK.CTO PERFORM THE FOLLOWING WORK.- Construct onstruct 40' x 60'Pavaillion on structural slab per plans submitted. Est cost$25,000 fee waived. T.J.S. POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings Underground: Service: Meter: Footings: Foundation: Rough: Rough: House# Rough Frame: Final: Final: Fireplace/Chimney: Insulation: )J Gas Fire Department Board of Health Final: Rough: Oil: Treasury: Final: Smoke: Excavation: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON ANY OF ITS RULES AND REGULATIONS. Signature: IMPORTANT: An insDection i ;?wQULAEQ upon compieiion of work, p.:ase call 745-9595 Ext. 385 GeoTMS®2001 Des Lauriers Municipal Solutions,Inc. .�0 aarc AO ��7IIYIS CITY OF SALEM BUILDING PERMIT 50-120 WINTER ISLAND ROAD 768-12 lsso COMMONWEALTH OF MASSACHUSETTS Map 43 Block , �; < ru �a,, , .- CITY OF SALEM Lot 46.-"n,7R4. 0001 Category r #; DEMO, Pet#'a � x.768-12 BUILDING PERMIT Project# H2 7S 2012 002078 -,xr Est Cost "" s . $0.00 ' Fee Charged: $0.00 ' Balance Due: . . $ 00 ; :„��r= �;:' PERMISSION IS HEREBY GRANTED TO: Const. Cla's"si{ �k Contractor: License: Expires: Use Group.' + ,, THOMAS STPIERRE lotSize'(sg7ft.): 1180476' Zoning �„1H 'RI... w=`,x I Owner: SALEM CITY OF Units Gatned:� t '-` Applicant. THOMAS ST PIERRE Units Lost: AT: 50-120 WINTER ISLAND ROAD Dig Safe# ,'i ISSUED ON. 29-Mar-2012 AMENDED ON: EXPIRES ON. 29-Sep-2012 TO PERFORM THE FOLLOWING WORK: TEAR DOWN CARE TAKERS SHACK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbine Building Underground: Underground: Underground: Excavation: Service: Meter: - Footings: Rough: Rough: Rough: Foundation: Final: Final: Final: Rough Frame: Fireplace/Chimney: D.P.W. Fire Health Insulation: Meter: Oil: House# Smoke: Final: Treasury:: 7 Water: Alarm: ASSeSSOr Sewer: Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLA fd A RULES AND REGULATIONS. Signature: e Fee Type: Receipt No: Date Paid: Check No: Amount: ' BUILDING RFC-2012-002298 29-Mar-12 0 $0.00 GeoTMSOO 2012 Des Lauriers Municipal Solutions,Inc. VSQVE AD �c�l�fl11[L� CITY OF SALEM BUILDING PERMIT The Commonwealth of Massachusetts Department of Public Safety ",J2 ,A Litisdi ltuiclls 5telo Ruikling Code(780 C MR) Building Permit Application for any Building other than a Ont or Two-Family Dwelling (-I his Section For Official Use Only) _. Building Perotit Number Date Applied: Building Otlicial: _. SECTION 1:LOCATION(Please indicate Block R and Lot p for locations for which a street addrelss ' not available) �Q WtAaTTI-4L,.1.S41F�0 MG tJ_�.tL� ..O [LtZO =V�. l�'1"YW No.and Street City /Town /ip Code Name of Building(if applicable) SECI'ION 2:I'ROPOSFI)WORK Edition of\IA Stale Code used-!J If New Construction check here❑or check all that apply in the two rusts below I-mstinf; Building❑ Repair❑ 1 Alteration ❑ 1 Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: x Arc building plans and/ur ronslntctiun dtkumeNs being supplied as part of this permit application? Yes ❑ No ---- Is an Independent Structural Engineering Peer Review re,wrod? Yes ❑ Nu Ar Brief Description of Proposed Work:. ��D.',QGtL2X l LSK-X/'�i �11�__ SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed (See 780 ChIR 1f) ❑ Existing Use Gruup(S):. Proposed Use Gmmp(S): ___ SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Flonrs/Stories(include basement levels)dr Area Per Floor(sit. ft.) Total Arca(sq. ft.),uni Total []eight(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-I 13A-2 IJ Nightclub 13A-113A4❑ A-i[3 B: Business ❑ F.: Educational ❑ F: Facto F-I ❑ F2❑ li: Hi h Elazard H-1 C3 H-2 C3 11-3 C311-4❑ H-5❑ I: Institutional H ❑ 1-2 C3 1-3❑ 1-4 C! �I: Mercantile❑ 1I: Residential R-I❑ R-2❑ R,1❑ R-T❑ S: Storage SI ❑ S-'_❑ U: Utility❑ Special Use❑and please describe below: Special Use SECTION 6:CONS'1-RUCTION I YPE(Check as applicable) IA ❑ 111 HA 13 - IIB ❑ 111A IIIB ❑ IV VA 13 \'B ❑ SLC'FION 7:SITE INFORIILI"TION(refer to 780 C\lR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: 'Trench Permit: Debris Removal: Public Cl Civil,if 0ulside Hood Zone❑ Indicata nuuticip,d ❑ A trench will not be Licrnst'd Disposal Site❑ reyulred ❑orUonth orsprcik:,__"_- Privatc❑ or indenlily Zune: ---- oron site systvio ❑ pt•nnit is ent lased ❑ Railroad right-of-way: Ilaiards to Air Navigatiu n: X01 Applicoblr❑ Is titniiturr within airport appmai h arca.' Is Iheir review ionydrtrd' or Courant to lituld 01(101011 ❑ 1 vs O or.No❑ Yrs❑ .No ❑ Sl:C"TION 8:CONI EN'r OF LTH 1l1ICA IT OF OCCUPANCY Ltlni n i I C.,dt: I-w Groupls): _ _ I\pr of Construction - . Occupant Load per Iloo r. D ,s the I uddinl;coitl un w�prin UOr ticstrm.': _ tiPu 1,11�lipul inonn: _ - SEC'170N 9: 1'It011l:lt I'Y O1VNI:R AU I'l1OltlZA'IION %aupe,ppd Address M Properly 0%%tier _— _ - Name(Print) No. ,and Street City/Town ----- Zip Property Owner Contact Information: �� q -1 IV --- I'iule relephone No.(business) Telephone No. (cell) a-mail address If applicable, the property owner hereby authorizes - --- Name - StretAddress — -City/Town State Zip — to act on the property owner's-bekrlf, in all matters relative to work authorized by this bUildilly, permit a p plication. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) 'If building is leas thin 35,000 cu.ft.of enclosed s pan and or not under Construction Control then check here Mind,ski,Section I0.1 10.1 Registered Professional Responsible for Construction Control Name(Registrant) 4vaddress Registration Number r 1 _ _ Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor 1d Company Na e Name of Person Responsible for Construction License No. and Type if,Applicable Street�ALlddress 5,1City/Town State Zip Tele,bane No. business Telephone No. cell a-mad address SECTION 11:t,t uwu'r%,,AHl)N' rt-�U'I1 M.G.L.c.152. 25C6 - _. A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this a lication? Yes❑ No ❑ SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs: (Labor and Materials) Total Construction Cost(from Item 6)-S_ I. Building S Building Permit Fee-Total Construction Cost x_(Insert here 2. Electrical S appropriate municipal factor)=S 1 Plumbing S I. Mechanical (HVAC) S Note: ,Mininiu n fce S (contact municipality) i. Mechanical (Other) S Enclose rhpt'k payable to n. rot,d Cast S (contact mtllucipaliq-)and write cheek number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT Ov cntcnng tip}' moue below, I hereby attest under the pains and penalties of perjury That all of the information contained in this apl,liL, t is true and accurate to the best of my knowledge and understanding. -- --- ------- -------- Hease print and sign nano, Rifle telephone No. Dale I;trnrl Address Cily/rows Slue Zip Municipal Inspector In fill out this section upon application approval: Name Date CITY of S.u.ENf, AUSACHUSETTS f3l' wma DemRTtE\T I_'O %V.lSHvCTON STXW, J"Ftcclt FAX(973) 740-984 UJISERUY OIILSCOLL MAYOI! MO.�W ST.PMUS D IRECTO a or PC otic PROPBnTY/al;RDLNG CO.%oiisstON El< Can9truction Debris DISPOS31 Affidavit (required for sU demolition and renovation work) In accordance with the sixth edition of the State Building Code, 180 OUR section I I I.J Debris, and the provisions of MGL a 40, S J4; Building Permit J* is issued with the condition that the debris resulting from ibis work shall be disposed I 11. S 130A. of in a properly licensed waste disposal facility as defined by NIGL c The debris will be transported by:04me of hauler) The debris will be disposed orin : ---t—��—+F D rL . (name or r4ullay) u;natuta uf,ermrt rpphunf I� Q r CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 120 WASHINGTON STREET,3"°FLOOR x TEL. (978) 745-9595 FAX(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS STYIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER August 24,2011 William C. Murphree 50 Winter Island Road Salem Ma. 01970 Dear Mr. Murphree, I was asked to look at your trailer/dwelling at Winter Island to confirm compliance with applicable Mass. Codes. The structure, around the underlying trailer, would be almost impossible to modify to meet Building,Electrical and State Sanitary Code regulations-At this time , I cannot approve the dwelling as habitable. The options are limited to tearing down the structure, receiving permission and approvals to construct a code compliant building and then completing construction of a new building.I ,ve talked with-Doug Bollen and at this time a new building is not an option at Winter Island. If you have further questions, please contact me directly. Thoff&as-S/ft.Pierre Building Commissioner/Director of Inspectional Services r CITY OF SALEM MASSACHUSETTS a .. BOARD OF APPEAL _ _ CITY QF 120 WASHINGTON STREET, 3RD FLOOR - CL.E �{f��® t ' SALEM, MA 01970 TEL. (978) 745-9595 FAX (978) 740.9846 - STANLEY J. USOVICZ,. JR. MAYOR DECISION OF THE PETITION OF CITY OF SALEM REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 50 WINTER ISLAND ROAD R-1 A hearing on this petition was held December 17, 2003 with the following Board Members present: Nina Cohen, Stephen Harris, Richard Dionne,Joseph Barbeau and Bonnie Belier. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. The petitioner is requesting a Variance from Section 5-2 to allow use year round by the Caretaker for the property located at 50 Winter Island Road located in a R-1 zone. The Variances, which have been requested, may be granted upon a finding by this Board that: a. Special conditions and circumstances exist which especially affect the land, building or structure involved and which are not generally affecting other lands, buildings and structure involve. b. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioners. c. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district of the purpose of the Ordinance. The Board of Appeal, after careful consideration of the evidence presented at the hearing, and after viewing the plans, makes the following findings of fact: 1. The Petitioner, City of Salem requests for Variance to allow year round residential trailer to be used by Caretaker at Winter Island Park for security and Maintenance. 2. Salem Park and Recreation Director Doug Bollen represented the City of Salem. He explained the caretaker's responsibilities are to maintain the park facilities and provide security. 3. In support of this petition, the Board heard eloquent and persuasive statement by Former Winter Island Park Manager Gary Moore. The Board also heard testimony from Salem Police Captain Robert Callahan, Sergeant and Harbormaster Peter Gifford, Antiterrorist Officer Andrea and Ward 7 City Coundillor Joseph O'Keefe in support of this petition. DECISION OF THE PETITION OF CITY OF SALEM REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 50 WINTER ISLAND ROAD R-1 page two On the basis of the above findings of fact, and on,the evidence presented at the hearing, the Zoning Board of Appeal concludes as follows 1. Special conditions exist which especially affect the subject property but not the District: 2. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship to the petitioner. 3. Desirable relief can be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. Therefore, the Zoning Board of Appeal voted 5 in favor to grant the Variances requested, subject to the following conditions; 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. Variance Granted /} December 17, 2003 _1'�l` Nina Cohen, Chairmazg �1 Board of Appeal r - A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CIITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 day date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 1.1.The Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certificate of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that is has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal / - Ci T. Y OF LE�C.Aa � tiY' Gf SA BOARD OF APPEAL CLE `E� MA RK'S OFFICE IA1 '&A 120 WASHINGTON STREET. 3RD FLOOR �i�eGG�� SALEM, MA 01970 � TEL. (978) 745-9595 FAX (978) 740-9846 1001 MAR 21 q 2 STANLEY J. LISOVIOZ, JR. IO' 4 MAYOR DECISION OF THE PETITION OF THE CITY OF SALEM REQUESTING A VARIANCE FOR THE PROPERTY LOCATED AT 50 WINTER ISLAND ROAD A hearing on this petition was held March 19, 2003 with the following Board Members present: Nina Cohen, Chairman,, Stephen Hams, Nicholas Helides, Bonnie Belair and Joseph Barbeau. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening New in accordance with Massachusetts General Laws Chapter 40A. The petitioner is requesting a Variance to permit Seasonal Overnight Use of Winter Island Campground for the property located at 50 Winter Island Road R-1. The Variances, which have been requested, upon a finding Board that: a. Special conditions and circumstances exist which especially affect the land, building Or structure involved and which are not generally affecting other lands, buildings, and structure involve. b. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioners.. c. Desirable relief may be granted without substantial detriment to the public good and Without nullifying or substantially derogating from the intent of this district of the purpose of the Ordinance The Board of Appeal, after careful consideration of the evidence presented at the hearing, and after viewing the plans, makes the following findings of fact: 1. Petitioner, the City of Salem, request a variance from the Ordinance requirements to permit ovemight use by recreational vehicles of Winter Island Marine Recreation Area during the period from April 1 through November 1. As grounds for the request, the City of Salem asserts that Winter Island has been used by recreational vehicles seasonally for more than 15 years without negative impact upon the environment of the neighborhood, and that the fees collected for such use support the maintenance and upkeep of the park. 2. Ward 1 Councillor Claudia Chuber and Ward 5 Councillor Mike Bencal said they did not oppose the use of recreational vehicles at Winter Island Park during the season. i' Cl i Y OF SALEM, MA # CLERK'S OFFICE 1003-MAR 21, A 10 4E? DECISION OF THE PETITION OF CITY OF SALEM REQUESTING VARIANCES FOR THE PROPERTY LOCATED AT 50 WINTER ISLAND ROAD page two On the basis of the above finding of fact, the evidence presented at the hearing, the Zoning Board of Appeal concludes as follows: 1. Special conditions exist which especially affect the subject property but not the district in general. 2. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship to the petition. 3. Desirable relief can be granted without substantial detriment to the public good and Without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. Therefore, the Zoning Board of Appeal voted 5-0, to grant the Variances requested, subject to the following conditions; 1. Petitioner shall comply with all city and state statures, ordinances, codes and regulations. 2. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 3. Petitioner shall obtain approval from all City Boards or Commission having jurisdictions including,but not limited to, the Planning Board. Variance Granted March 19, 2003 NinaCohen Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CIITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 day date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11. The Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certificate of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that is has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal Plans must be filed and approved by the Inspector prior to a permit being granted CITY OF SALEM No. � 6 �� Ward ONDIT�' s HISTORIC DISTRICT? Y N Date IF FOR SIDING, HAS ELECTRIC ! Phone PERMIT BEEN OBTAINED? Y Nsiy�? � Buse Phone APPLICATION FOR yy�� PERMIT TO V l e. 1✓yi 60 r- 1 �. bo-r I� Safi j6- TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit to build according to the following specifications: Owner's name and address Architect's name Builder's name RL64r< 4 �� f W a � S, "tel' f Location of building, No. S-0 What is the purpose of building? If dwelling, # of units? Material of bldng? Will building conform to law? Asbestos? 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' I ( y •. i }_ � ( L + � { i { t 1 �.i .r.• r I « I 1 � r t •.} .-.. : 1.+ . s l +. } 1 I s �, ' i , t t ' 1. , • t I 1 +. + • { ' - r + ' •-# f-+ � t, , r + � Tic r I dJ r __ ' , I t � ' ' 1 _ . ( '. ' -(- L +-�- r.� � t . .t p r-} • .. ' .-s c ,. .j i r -, , .._}. .« I +.v t t ._J t ' I. r , i -�. _r- } .' : t f I } i. i- r ' a } I ., ' t r r i _ . t . ., . .« I + r ( . , L i k -,. r• v + ' ' J. r r L }. Y t -.... .. I. -, r •. t y •J a v} r I a « .. 1 . 6 t .1._.T a t }.,-- �,. r � - t I � t « r 1 ' .} o J_ �-• •-r .I. Y .... . _ _ I �' _ 1 J . . d I + .. t - a- � ,. . I � + I t -« ... ` +.v _. �a FIELD COPY f' CITY OF SALEM BUILDING =° SALEM, MASSACHUSETTS 01970 PERMIT •/. - Y.LID.TION V 4C� DATE ` June 9. 19 93 PERMIT No. 204-93 APPLICANT raiz Monro. . ADDRESS SA1em,MA CPO.) IS i;[[ll (CONIR`S UC[NS(I PERMIT TO �1T (_( STORY DARK NUMBED OF DWELLING UNITS ITTF[ 01 IUAAOV[u[NTI N0. IPAOAOffO USU AT ILO;AVIOhl 50 WINTER ISLAND OW WARD I ZONING I NO.) IS15f ETl ,r DISTRICT BETWEEN AND (OPOS* STRCETI ICFOSS STFEETI LOT SUBDIVISION - LOT BLOCK SIZE BUILDING IS.TO BE FT. WIDE B+ FT. LONG BY IT. IN NE IGNT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION G ITTVC( REMARKS: t is 40[X605 tent for picnic - IOLUME ESTIMATED COSTS 3,500.00 FEEMIT.S no fee JWNER ni+,tr.Of SaLesn 93 a,aShj„gt= St., SaigMpMA rtC ml2 Ir0 . INSPECTOR OF BUILDINGS a��a;;r;�kjl' tI$ y .,w' *,e .a,.:'..➢»Rc+rv�-a1q r: ^,�..,�;''�.1 -.�.'.- v . �,,. . . .. INSPECTION RECORD DATE NOTE PROGRESS CRITICISMS AMD REMARKS INSPECTOR fI Plans must be filed and approved by the Inspector before a permit will be granted. c No. olvQ City Of Salem Ward Is Property Located in the �/ rr �Otr, Historical District? Yes_ Nom/ _ R Home Phone# SO g I Z15 Q�3 Is Property Located in a �/ , 9 Conservation Area? Yes_ Noy- ''+, ,.4' Bus.Phone# APPLICATION FOR PERMIT TO CONSTRUCT POOL, DECKS AND SHEDS Salem, Mass., TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies fora permit to build according to the following specifications: Owner's name and address C /T y o f �,9 e- ", It)I "Te 2 7-?e,9 X d 1019 k lc Architect's name TZE AS 7-k U P CO- — C 1,e /x d Obi./O Mechanic's name and address Location of building, No. In 1 MT--L!& What is the purpose of building? 7;!k-4 T FO-2 l C 7JlC /j Tfc 4/x GS ft 7 P� e .t Material of building? C,9)?V,9 C T-e A 'T 4(0'X �o d If a dwelling, for how many families? )7A Will the building conform he requirements of the law? S Estimated cost J��O Contractors Lie. No. A Signature of applicant "� Signe Under the Pen ty of Perjury REMARKS No.ow —?u Ward APPLICATION FOR PERMIT TO CONSTRUCT SWIMMING POOL Location PERMIT GRANTED Approved Building Inspe or Fee $10.00 ' �,��'—. ,J� ire �epaztmeuf �ca�quarfcrs 48 T-afagettr 'itrcct Cash: Ck# Joseph F. Sullivan *L -ffl01970 Rec'd by: Chief APPLICATION/PERMIT TO ERECT TENTAGE OVER 120 SQUARE FEET IN THE CITY OF SALEM ACCORDING TO THE MASSACHUSETTS FIRE PREVENTION REGULATION 527CMR19.00 AND THE SALEM FIRE PREVENTION CODE, ART.# 20 APPLICANT: 111)n7-e,2 __ZC,L4)7d/ DDRESS:,g2 01)i7--e12 TY_ 69)11 kctl 1rint CITY: Sfj17 STATE: ? ZIP: r- /97o PHONE: LOCATION OF TENTAGE:_C))7_1? cT �2e Acte Pwl-c OWNER OF PROPERTY:_C /TY Z6"e)n ADDRESS: so (;/>i eF. Z1"C�9xa/ 2� CITY: �"i4za �r STATE: )019 ZIP: Gl9 Vo PHONE:: 17 S' T- ?V3 4D INSTALLER/RENTAL CO. OF TENTAGE: I<Xot 72xT Cn. PHONE(s 51)e9 8/3 yY ADDRESS: de. /20.A' // D CITY: / 0,q/7r2-Xee STATE: h1.,-ZIP: CS;2/rF!4 Indicate with reference to property lines and other buildings the location of the tent- age on the back of this form: MATERIAL USED: TYPE: 04>1y.,q S ` // MANUFACTURER: 0 _zR U n CO. c t o ve C,9 n d , Qh 10 �(�'�x '/ ' f pHne oxc�c v e SIZE OF TENTAGE: � OX y0 " e C�// Sec' T/o>I S l ;20 "X yd ' )R i W -S-e C rio X11 NAME OF TESTING AGENCY: rRa Y� 77e vi L e Go . AGENCY APPROVAL NUMBER: F - 77/ . CERTIFICATE OF FLAME RESISTANCE: n177;qc/,eco CONDITIONS OF APPROVAL OTHER THAN AS PER THE FIRE PREVENTION REGULATIONS: SALEM BUILDING DEPARTMENT PE,",MIT NUMBER: SITE INSPECTION DATE: ,DATE OF ISSUE: EXPIRATION DATE: APPROVED BY: TITLE: Form #80B (Rev. 5/87) �G_1'd 1H101 t r Yd�id6 �Yd1�13i1 x'81 17d�F 'fd� 11 1f;�8��9i'ft1r P3 aoya¢ f� r ��br REGISTERED ISSUED GY Date!Mork Performed Q� •+,o APPLICATION CONCERN No. GRANITEVILLE COMPANY I tYI �'eQCT a F-76 .2 GRANITEVILL_, S .C. 5/ 17/85 This is to certify that the materials described on the reverse sede hereof have been flames 't retc-�� t t:atcd to ore inherently narr�anlntaaie). FO THE ASTRUP COMPANY AT 2937 WEST 2S ST! CITY CLEVELAND $TATE OH 10 44II3 Certification is hereby made that: (Check "a", "b" or "C") (a) The articles described on the reverse side of this Cc, ificots have been treated with a flame-retardant u chemical approved and registered by the State Fire Marshal and that the application of said chemical i was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Nome of chemical used--------------------------...... ............................. Chsm. Reg. ------ 4;4 Methodof application............... ............................................................................................... ...... ❑ (b) The articles described on the reverse side hereof are made from a flame-resistant fabric or material w registered and approved by the State Fire Marshal for such use. B SSS I Fr6 K 7 (c) This fabric meets or exceeds the following standards: 4 0 XX 1; Underwriters Laboratories UL-214 2) California Fire Marshal m ` l 3) National Fire Protection Association NEPA 701 4) Industrial.Fabrics Association CPAI-84 FABRIC CLASSIFIED BY UNDERWRITERS LABORATORIES,INC.t �„� AS TO FLAMMABILITY ONLY 354-H , Trade name of flame-resistant fabric or material used ...GALA FIRECHIEFReq. No... ........ � f The Flame Retardant Process Used WILLNOT Be Removed By Washing �r I.,In er�rii nevi By H. S . WITT VI ::orae of PreduNlon SJrlerinlendenl PLANT MGR Title r i I .. .:.Fill FIF.1T.I1!.F-5, l.-Fitt!. RAW-F'. ►".,ff-PAI:. .1tP.W1:lja,�0l,.'SPl�R4taed��?:9: We hereby certify this to be a true copy of the original "CERTIFICATE OF FLAME RliSISTANCE" issued to us, "original copy" of which has been filed with the California State Fire Marshal. The ASTRUP COMPANY 2937 WV_`SL.,TAN 2818410 JOHN F . Frtt t: !HJ -TT ; T 7- rl THE COMPANY �37 Wwt 26th 6VW . CWwolondo Ohio 48112 *1 214/MgV4 MAY 4* , 1989 , t <t4 t �fpp rtI'I.Js VL'SS9 G . WILLI P O 90X E E hb rt NEWTON, MA OaI 5 "',Contiomans We n�i ea Certify that 978 ' YD 4311 r , 51IE7 WMITH GALA 768417-6; pt+ri Nuw ex � PR4d ; ,t'ehipped an 2/2 /8s (iavoice Nov) 50744 4681aet your yva ®! @rima rpeetticotiesi9�¢�m" NFfA CD3 ria. s �iva z1ladFu 1 0 y L .�t}Q IY 9{t�i Y.1 ti of Obtei , { ;' . . .., 1 i is;_ 1 �<'�'-F1`f/ k - ��d, `�Y°r��i, °,�' • 1 tl .,, subo6albed end a 60 .9efaxo ms, . ': Q¢ary ,Wublda >L? !!AR � aid f {'�t� 9' it.:� �4r ' tt. � +r�Y+p1��s 'r9�, �� Cv • AIN ��Ilk ZA'1,OA% SftMt f !'i 9 M s��6l,stp to WCA U 104,. 1 r . r '%1 tf ly ti 'P� P e =I7S 1 yr � , 'i 1 v tt� � s � •�r r3. �, d#��,4 rp�l�•r 11h5.K�1� � iv { ! ,kT�e n� � t-�,: , �,rr� i=t1', i!IC 42 rA An,! 60wcjl-T9NEA001YJ00HZiroo Awm Co.,3wIAAWslim Od01b111 J tl 1Alt{01NCI� BE&: CtiA Howwwk +MliadrnvAYew,Qt �. .. L..e __ n vs.,s...fv.e.trl w•IV. 1R.O..wb Wt ' „ _ ; j 04/01/05 FRI 11:08 FAR 9787459157 KOUFMAN&FREDERICK.LLP �IOfrl i j The Prince Professional Building 265 Essex Street, Suite 301 Salem, MA 01970 , i 978-745-2212 telephone 978-745-9157 facsimile ' I li i To: !G f� ,� / r�'re�. From: Pa;jes: w l o 1)40l� Phone: Date: I �/ Re: 50 lN,n DYrS�gnQ1 CC: 16 Urgent ❑ For Review 11 Please Comment ❑Please Reply 11 Please Recycle •Comments: f I j CONFIDENTIALITY NOTICE This facsimile transmission and the accompanying documents contain legally privileged confidential information. The information is intended only for the use of the recipient named above. If you are not an intended recipient,you are hereby notified that any disclosure,copying,distribution or exploitation of, or the taking of any action in reliance on,the contents of this facsimile is strictly prohibited. If you have received this facsimile in error, please notify us immediately by telephone(978)745.2212 to arrange for the return of the original document to us at our expense. i i I - i i 04/01/05 FRI 11:08 FA3: 9787459157 KOUFMAN&FREDERICK,LLPC�002 03/24/05 16:31 FA2: 9789379521 DANIEL TENCZAR jlii Ili i1 „ i d LAW OFFICE OF DANIEL R . TENCZAR 100 MERRIMACK STREET LOW ELL , MA 01852 i ; ( 978 ) - 937- 2200 '. I ( FAX ) 978 . 937 - 9521 `i FACSIMIL$ TRANSMITTAL SHEET T(} imonr Atty. Beth Rennard Daniel R.Tenczar COMPnN1'. uUY_ Koufman& Frederick 3/24/2005 P.IC NUMDLR TOTAL NO OF P60KS INCLUDING www 1.978-745-2212 1 vIIONL NURDILA: SrvDr1R'S REFERENCE NUMBER; 1-978-745-9157 RL: YOUR ORpPRP.NCE NL'NPER: i 50 Winter Island Contract#75234 Balance owed on Contract �T � O L. 0 URGL•"NT X RLNICW ❑I'LF,ASK COMMENT X El EACw ,:.r,. I3 PixAs811RcYcLE i NOTES/COAt4EN'IY: , Dear Atty. Rennard: ' i Please be advised that my client will accept the sum of$4,500.00 which you offered in our last telephone conversation as final settlement of this matter. Kindly advise as to whether you require anything further to resolve this matter. ours truly, ntel ., en I I I ' i ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM Part 02 SPECIFICATIONS Division 01 GENERAL REQUIREMENTS 01-110 SCOPE OF WORK A. Replace specified roofing and related components to the Hanger Structure, Winter Island. B. Work includes: 1. Removal of existing built-up roofing and legal disposal thereof. 2. Removal and replacement of ratted roof decking—allow for 2,500 sq. ft. in bid price. (provide add/deduct unit pricing). 3. Installation of the following: a. %" Dens Deck b. 3" polyisocyanurate rigid insulation C. 7/16" OSB cover board d. Fully adhered Calisle .075" reinforced membrane per current specifications and details(provide deduct for.060" reinforced EPDM). e. At side edges, install a 6" box gutter fabricated from .080" aluminum, providing 3 downspouts per side. f. Flashing at all penetrations and equipment per current Carlisle specifications and details. 4. At existing window openings: a. Removal of existing steel muntin frames. b. Repair and/or reinforcing of existing steel sub-framing as required. c. Installation of the following: (1) Wood blocking as required. (2) Preformed polycarbonate panels, accessories and flashings per manufacture's specifications. o e �� 0 �Q 16 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 01-111 LIST OF DRAWINGS Ext Existing First Floor Plan Ex2 Existing Elevations R1 First Floor Plan R2 Elevations R3 Building Section & Details 17 } ROOF REPLACEMENT&OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 01-140 COORDINATION A. General Requirements 1. Include General Conditions and Supplementary Conditions as part of this section. 2. Examine all other sections of the Specifications for requirements, which affect work of this section, whether or not such work is specifically mentioned in this section. 3. Coordinate work with trades affecting, or affected by work of this section. Cooperate with such trades to assure the steady progress of all work under the Contract. B. Coordination of Elements of the Work 1. Before commencing any work, the Contractor shall prepare and submit a sequence of operations for all work under this Contract. 2. The Contractor shall be responsible for the proper fitting of all work and the coordination of the operations of all trades, subcontractors, materials and equipment engaged upon the Work. He shall guarantee each of his subcontractors the dimensions which they may require for the fitting of their work to all surrounding work and shall do or cause his subcontractor to do all cutting, fitting, adjusting and patching necessary to make the several parts of the Work come together properly and to fit the Work to receive or be received by that of other Contractors/Subconractors. 3. Contractor shall exercise proper precaution to verify the dimensions involved in the Work, and shall be held responsible for the accuracy of these dimensions. He is responsible for the prompt notification of each of his subcontractors of any deviations from the dimensions represented in these contract documents. 01-090 REFERENCES A. ANSI—American National Standard Institute B. ASTM -American Society for Testing and Materials, West Conshohocken, PA. C. FM - Factory Mutual Engineering Corporation, Norwood, MA. D. FS - Federal Specification. E. NRCA- National Roofing Contractors Association, Chicago, IL. F. SMACNA-Sheet Metal and Air Conditioning Contractors National Association, Inc., Chantilly, VA. G. SPRI —Single Ply Roofing Institute H. UL- Underwriters Laboratories, Northbrook, IL. I. Warnock Hersey Inernational 01-200 PROJECT MEETINGS AND PROCEDURES: A. Pre-Bid Conference: 18 ROOF REPLACEMENT &OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 1. Will be held at place and time determined by Owner. 2. Attendance: a. Representative of the Owner. b. Contractor. C. Representative of roofing material manufacturer. 3. Agenda: a. Review of specifications and conditions. b. Walkover inspection. B. Pre-construction conference: 1. Will be scheduled by the Owner within fifteen (15) days after notice of award. 2. Attendance: a. Representative of the Owner. b. Contractor. C. Representative of roofing material manufacturer. 3. Agenda: a. Payment terms. b. Tax exemption certificate. C. Execution of Owner-Contractor Agreement. d. Distributidn of contract documents. e. Designation of responsible personnel. f. Walkover inspection. C. Final inspection: 1. Will be scheduled by roofing material manufacturer upon job completion. 2. Attendance: a. Representative of the Owner. b. Contractor. C. Representative of roofing material manufacturer. 3. Minimum agenda: a. Walkover inspection. D. Identification of problems which may impede issuance of warranty. 01-300 SUBMITTALS A. Submit prior to job-start: 1. UL Listing of Fire Resistance Rating: 19 ROOF REPLACEMENT&OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM a. Copy of UL Listing for the specified roof system from the current UL Roofing Materials and Systems Directory or from letters issued by UL to the manufacturer. 2. Product compatibility: a. Written verification from roofing material manufacturer that major roofing components, including (but not limited to) coatings, cold process adhesives; roofing ply sheets; reinforcement fabric felts and mats; mastics; and sealants are all compatible with each other. 3. Test reports: a. Written verification from roofing material manufacturer that roofing system meets or exceeds regulatory agency/s requirements. 4. Red label products: a. Written verification from roofing material manufacturer that cold process coatings are not flammable(red label). 5. Product data: a. Product data sheets. b. Material safety data sheets. C. Samples of each material specified, properly labeled. d. List of 5 local projects where the specified roof system has been installed. Provide location, contact name, and telephone number. 6. Full-time jobsite inspection services: a. Submit brochures and/or other literature outlining the roofing material manufacturer's program for providing full-time jobsite inspection during roof removal and replacement projects. b. Submit a minimum of ten (10)jobs completed within the past calendar year, located within a one-hundred (100) mile radius of Salem, where the roofing material manufacturer has provided full-time, jobsite inspection during the completion of projects of similar scope and complexity. Provide the following information: (1) Jobsite names and addresses. (2) Jobsite contacts and telephone numbers. (3) Name of roofing material manufacturer's fulltime jobsite inspector. (4) Written proof that roofing material manufacturer's full-time inspector for this project has been employed, in a continuous fashion, as a full time inspector with the roofing material manufacturer for a period of not less than two (2) years. (5) Copy of previously completed jobsite summary reports. 20 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 01-400 QUALITY CONTROL A. Contractor shall: 1. Be DCAM qualified. 2. Submit an affidavit attesting the Contractor has in place and fully implemented a written Health, Safety, and Environmental Plan and the plan is compliant with all applicable Federal, State, and Local regulations. 3. Be certified by manufacturer of roofing materials. 4. Obtain authorization from roofing materials manufacturer for Project before installation starts to insure issuance of guarantee from manufacturer. 5. Provide list of at least 5 projects available for inspection employing same roof system. a. Projects must be within 50-mile radius of the Project Location. B. Roofing material manufacturer shall: 1. Be Associate Member in good standing with National Roofing Contractors' Association (NRCA) for at least five(5) years. 2. Be nationally recognized in roofing, waterproofing, and moisture survey industry. 3. Have an established, documented program for providing full-time jobsite inspection during the completion of the roofing work. 4. The building Owner is desirous of working with a financially strong organization which has the ability to protect and insulate Owner from both product liability and warranty claims, relating to roofing, that could be brought before the Owner during the course of the roofing warranty period. As the financial strength of suppliers is a requirement of the building owner, proof of such must be shown. To this end, the following information is required by the Owner: a. The manufacturer must present to the Owner a certificate of insurance for product liability with minimum limits of$25 million. b. The manufacturer must have a current net worth in excess of$50 million and verify such by an affidavit from a corporate officer. 5. The building Owner is a supporter of responsible Health, Safety and Environmental issues and requires all manufacturers to have similar concerns, convictions and commitments. To this end, the primary manufacturers of materials used on Owner's roof must submit a formalized Corporate HS & E Policy and demonstrate active participation in such a policy. 6. For the purpose of this specification, a manufacturer must: a. Own or lease a facility, which manufactures major roof system components for at least one year prior to the date of this specification. b. Own or lease equipment to manufacture major roofing system components, and operate that equipment at a facility it owns or leases. C. Employ personnel on a full-time basis to process raw materials into finished major roof system components at a manufacturing facility and using the equipment, which the supplier owns or leases. Manufacturing 21 ROOF REPLACEMENT&OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM is the handling and processing of raw materials into finished goods, which are sold to installers and/or users of those products without further processing. 7. Provide a Project Closeout Report upon delivery of the project warranty. This report shall include the following sections: a. Project Specifications. b. Project Summary. C. Progress reports as a result of roof inspections. d. Job progress photos. e. Warranty document. f. Owner's Manual describing maintenance and emergency repair. g. Inspection Report to be completed by the roofing material manufacturer 2 years from project completion. 8. The roofing material manufacturer will be ISO 9001 registered. a. Manufacturer will provide proof of ISO 9001 registration by submitting a copy of the Certificate of Registration. b. Manufacturer's products will be produced per specifications developed under design control procedures per ISO 9001 requirements. C. The assessment body providing registration of the manufacturer's quality management system will be a nationally recognized agency with sufficient knowledge and experience in the manufacturer's industry to permit a credible assessment of the manufacturer's quality system. 9. Provide list of at least 10 projects available for inspection employing same roofing system. a. Project must be within 100-mile radius of the Project Location. 10. The presence and activity of the manufacturer's representative and/or Owner's representative shall in no way relieve the contractor of contract responsibilities or duties. C. The Owner Shall: 1. In the event of a leak in the roofing system, it's components or flashing systems, notify manufacturer in writing within thirty (30) days after discovery of leak. 2. Notify manufacturer of any proposed modification, major repair or addition on or through roofing system or base flashing for each situation occurring after date of issue of guarantee. a. Provide manufacturer with drawings indicating location of proposed changes. D. The Owner is expecting the highest quality performance in all areas of roofing construction. To ensure a consistent level of quality, the primary source of materials shall originate from a single roofing manufacturer. The proposed roofing material manufacturer selected for use on this project must manufacture at least 80% of the materials they supply in facilities actually owned or leased by the roofing material 22 ROOF REPLACEMENT&OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM manufacturer. The contractor shall submit verification of the foregoing by affidavit of a corporate officer of the selected roofing material manufacturer. E. Random sampling: 1. Roofing material: a. During course of work, the Owner may secure samples according to ASTM D140-93 of materials being used from containers at job site and submit them to an independent laboratory for comparison to specified material. b. Should test results prove that a material is not functionally equal to specified material: (1) Contractor shall pay for all testing. (2) Roofing installed and found not to comply with the specifications shall be removed and replaced at no change in the contract price. F. Regulatory requirements: 1. LIL Classified Fire Rating- LIL 790. 2. Class A. 3. FM 4470. a. Class I, 1-90 Windstorm. G. Plans and specifications: 1. Contractor must notify the Owner of any omissions, contradictions or conflicts seven (7) days before bid date. The Owner will provide necessary corrections or additions to plans and specifications by addendum. If Contractor does not so notify the Owner of any such condition, it will be assumed that the Contractor has included the necessary items in the bid to complete this specification. 2. It is the intent that this be a completed project as far as the contract documents set forth. It is not the intent that different phases of work on this project be delegated to various trades and subcontractors by the contract documents. Contractor must make own contracts with various subcontractors, setting forth the work these subcontractors will be held responsible for. Contractor alone will be held responsible by the Owner for the completed project. 3. If the Contractor feels a conflict exists between what is considered good roofing practice and these specifications contractor shall state in writing all objections prior to submitting quotations. H. It is the Contractor's responsibility during the course of the work, to bring to the attention of and notify the Owner's representative first verbally, then in writing, of any defective roof decking discovered where not previously identified. 01-625 PRODUCT OPTIONS AND SUBSTITUTIONS A. When a particular make or trade name is specified, it shall be indicative of a required level of performance. These specifications incorporate clearly defined ASTM test methods for evaluating the performance levels of materials and systems. The Contractor may submit, for review by the City of Salem, materials that the Contractor 23 ROOF REPLACEMENT &OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM believes meet-or-exceed the performance requirements defined in these specification documents. Any correspondence in this regard shall incorporate the following: 1. A written application with explanation of why it should be considered. 2. Accredited testing laboratory certificate comparing the materials physical/performance values when tested in accordance with the ASTM test methods specified. 3. Smallest standard container of adhesive, coating, mastic, ply sheet, flashing material or related items. 4. Material Safety and Date Sheets(MSDS). 5. Ten (10)job references located within a one hundred (100) mile radius of Salem, Massachusetts where the same roofing system has been utilized. B. The Owner retains the sole authority to reject or accept any material. Only materials approved in writing by the City of Salem will be incorporated for use within this project. 01-660 DELIVERY, STORAGE& HANDLING A. Delivery of materials: 1. Deliver materials to job-site in new, dry, unopened, and well-marked containers showing product and manufacturers name. 2. Deliver materials in sufficient quantity to allow continuity of work. 3. Coordinate delivery with Owner. B. Do not order project materials or start work before receiving Owner's written approval. C. Storage of materials: 1. Store roll goods on ends only. Discard rolls, which have been flattened, creased, or otherwise damaged. Place materials on pallets. Store roll goods on level pallets. a. Do not stack pallets. 2. Store materials marked "KEEP FROM FREEZING" in areas where temperatures will remain above 407 (50C). 3. For"Dens Deck" decking, store off ground, and protect by a breathable waterproof covering. 4. For insulation, remove plastic packaging shrouds. For felt rolls, slit the top of the plastic shrink-wrap only. Cover top and sides of all stored materials with tarpaulin (not polyethylene). Secure tarpaulin. 5. Rooftop storage: Disperse material to avoid concentrated loading. 6. Do not store materials in open or in contact with ground or roof surface. 7. Store all materials on a raised platform covered with secured canvas tarpaulin (not polyethylene), top to bottom. Cover all materials when project is not in progress and maintain the ability at all times to cover the materials when required, such as during an unanticipated rain shower. B. Contractor shall assume full responsibility for the protection and safekeeping of products stored on premises. 24 I ROOF REPLACEMENT & OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM D. Material handling: 1. Handle materials to avoid bending, tearing, or other damage during transportation and installation. 2. Material handling equipment shall be selected and operated so as not to damage existing construction or applied roofing. Do not operate or situate material handling equipment in locations that will hinder smooth flow of vehicular or pedestrian traffic. 01-725 GENERAL WORKMANSHIP A. Examination 1. Verify conditions as satisfactory to receive work. 2. Do not begin roofing until all unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions. 3. Verify that work of other trades penetrating roof deck or requiring men and equipment to traverse roof deck has been approved by Owner, manufacturer, and roofing contractor. 4. Check projections, curbs, and deck for inadequate anchorage, foreign material, moisture, or unevenness that would prevent quality and execution of new roofing system. B. Protection: 1. Contractor shall be responsible for protection of property during course of work. Lawns, shrubbery paved areas, and building shall be protected from damage. Repair damage at no extra cost to Owner. 2. Provide at site prior to commencing removal of debris, a dumpster or dump truck to be located adjacent to building where directed by Owner. 3. Roofing, flashings, membrane repairs, and insulation shall be installed and sealed in a watertight manner on same day of installation or before arrival of inclement weather. Daily Waterstop/Tie-ins: a. Remove embedded gravel/debris from top ply of felt along termination. (1) Width: 18 inches(460 mm). b. Adhere 12 and 18 inch (305 and 460 mm)wide ply sheets from exposed deck to existing roofing with a continuous 1/16 inch (1.6 mm) thick application of tie-off mastic. Glaze cut-off with surfacing mastic. Extend 18 inch (460 mm)wide felt 3 inches(80 mm) either side 12 inch (305 mm) felt. C. Install "deadman" insulation filler at insulation staggers. 4. At start of each workday, drains within daily work area shall be plugged. Plugs to be removed at the end of each workday or before the arrival of inclement weather. 5. Preparation work-shall be limited to those areas that can be covered with installed roofing material on same day and before arrival of inclement weather. 25 ROOF REPLACEMENT & OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 6. Arrange work sequence to avoid use of newly constructed roofing for storage, walking surface, and equipment movement. Move equipment and ground storage areas as work progresses. 7. Construct an enclosed chute from roof for removal of debris from roof area. Protect building surfaces at chute/set-up areas with tarpaulin. Secure tarpaulin. Remove dumpster from premises when full and empty at approved dumping or refuse area. Deliver empty dumpster to site for further use. Upon job completion, dumpster/chute shall be removed from premises. Spilled or scattered debris shall be cleaned-up immediately. Removed material to be disposed from roof as it accumulates. 8. At end of each working day, seal removal areas with water stops along edges to r p event water entry. 9. Provide clean plywood walkways and take other precautions required to prevent tracking of aggregate/debris from existing membrane into new work area where aggregate/debris pieces can be trapped within new roofing membrane. Contractor shall instruct and police workmen to ensure that aggregate/debris is not tracked into new work areas on workmen's shoes or equipment wheels. Discovery of entrapped aggregate/debris within new membrane is sufficient cause for its rejection. 10. Extend roofing system at least 12 inches(305 mm)onto prepared area of adjacent roofing. Seal edge with 6 inches(150 mm)wide reinforcing membrane embedded between alternate courses of tie-off mastic. 11. At beginning of next day's work remove temporary connection by cutting felts evenly along edge of existing roof system. Remove"deadman" insulation fillers. 01-725 SITE CONDITIONS A. Field measurements and material quantities: 1. Contractor shall have SOLE responsibility for accuracy of all measurements, estimates of material quantities and sizes, and site conditions that will affect work. B. Existing conditions: 1. Building space directly under roof area covered by this specification will be utilized by on-going operations. Do not interrupt Owner operations unless prior written approval is received from Owner. 2. Access to roof shall be from exterior only. 3. Move air-conditioning units and other equipment as required to install roofing materials complete and in accordance with plans and specifications. When units and equipment are to be moved, they shall be carefully disconnected and removed to a protected area so as not to damage any part or component thereof. Reconnect units in such a way that they are restored to a prior work operating condition. Take appropriate measures to prevent dust, vapors, gases or odors from entering the building during roof removal, replacement or repair. 4. A mechanical and/or electrical company licensed to perform such work shall perform all disconnection and re-connection. C. Asbestos: 26 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 1. Contractor must conduct its operations according to applicable requirements including but not limited to those established by: a. Occupation Safety and Health Administration (OSHA). b. Environmental Protection Agency (EPA). C. Department of Transportation (DOT). d. State or Local Air Pollution Control Authorities/Agencies. e. State or Local Solid Waste or Hazardous waste Authorities/Agencies. f. State or Local Health Department(s). g. State or Local Building Code Authorities. h. Other federal, state or local agencies or authorities. 2. Contractor shall perform appropriate inspections, surveys and file timely notifications to proper authorities prior to starting roof renovation or demolition activities. Inspectors, project planners, project managers, contractors and workers involved in the roof project shall have appropriate training, licenses and registrations. Contractor shall be responsible for determining and implementing regulatory compliance activities, including but not limited to work practices, engineering controls, personal protection, air monitoring, testing, hazard communication, material handling, record retention, and arranging for waste disposal/handling. 3. Contractor must file a Uniform Hazardous Waste Manifest from proper landfill site for each load of asbestos containing material removed. Copies must be sent to Owner and material manufacturer/specifier. Transportation of waste shall be in accordance with applicable Department of Transportation (DOT) requirements. D. Waste Disposal: 1. Do not re-use, re-cycle or dispose of material manufacturer's product containers except in accordance with all applicable regulations. The user of manufactured products is responsible for proper use and disposal of product containers. E. Safety requirements: 1. All application, material handling, and associated equipment shall conform to and be operated in conformance with OSHA safety requirements. 2. Comply with federal, state, local and Owner fire and safety requirements. 3. Advise owner whenever work is expected to be hazardous to Owner, employees, and/or operators. 4. Maintain a crewman as a floor area guard whenever roof decking is being repaired or replaced. 5. Maintain fire extinguisher within easy access whenever power tools, roofing kettles, fuels, solvents, torches, and open flames are being used. F. Environmental requirements: 1. Do not work in rain, snow, or in presence of water. 2. Do not work in temperatures below 40`F (50C). 27 ROOF REPLACEMENT&OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 3. Do not install materials marked"KEEP FROM FREEZING"when daily temperatures are scheduled to fall below 40OF (50C). 4. Do not perform masonry work below 407 (5'C). 5. Remove any work exposed to freezing. 6. Advise Owner when volatile materials are to be used near air ventilation intakes so Owner can use some or all of the following methods to minimize disruptions to building occupants and operations: a. Divert air intake from work area by attaching scoops or temporary ductwork. b. Temporarily shut down or block air intakes. C. Provide make-up air or intake air from sources away from work area. G. Security requirements: 1. Comply with Owner security requirements. 2. Require identification be displayed by all persons employed on this project. 3. No access permitted in building by persons employed on this project. 01-730 CUTTING& PATCHING A. General Requirements 1. Include General Conditions and Supplementary Conditions as part of this section. 2. Examine all other sections of the Specifications for requirements, which affect work of this section, whether or not such work is specifically mentioned in this section. 3. Coordinate work with trades affecting, or affected by work of this section. Cooperate with such trades to assure the steady progress of all work under the Contract. B. Summary of Work This Section establishes general requirements pertaining to cutting (including excavating), fitting, and patching of the Work required to: 1. Make the several parts fit properly. 2. Uncover work to provide for installing, inspecting, or both, of ill-timed work. 3. Remove and replace work not conforming to requirements of the Contract documents. 4. Remove and replace defective work. 5. In addition to other requirements specified, upon the Engineer's request uncover work to provide for inspection by the Engineer of covered work, and remove samples of installed materials for testing. 6. Do not cut or alter work performed under separate contracts without the Engineer's written permission. C. Materials 28 ROOF REPLACEMENT & OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 1. Materials used for patching shall match those required for original installation, unless otherwise specified. D. Preparation 1. Contractor shall provide devices and measures to assure structural integrity of surroundings and to protect other portions of the Project from damage. 2. Contractor shall provide protection from the elements for areas which may become exposed to the elements by uncovering work E. Execution 1. Contractor shall do, or require to be done, all cutting, fitting and patching of the Work that may be required to make it's several parts come together, and fit it to receive or be received by work of other contractors/subcontractors shown upon, or reasonably implied by the drawings and specifications for the Work, and shall make good after them as Engineer may direct. 2. Contractor shall do, or require to be done, all cutting, fitting and patching required to: a. Fit several parts together, to integrate with other work. b. Uncover work to install ill-timed work. C. Remove and replace defective and non-conforming work. d. Remove samples of installed work for testing. e. Provide openings in non-structural elements for penetrations of mechanical, electrical, and plumbing work. f. Provide openings in structural elements for penetrations of mechanical, electrical, and plumbing work, upon approval of Engineer. g. Provide inspection of related elements and outlined below. 3. Contractor shall execute work by methods to avoid damage to other work, and which will provide proper surfaces to receive patching and finishing. 4. Restore work with new products in accordance with requirements of Contract Documents. 5. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for assembly, refinish entire unit. F. Inspection 1. Contractor shall inspect all elements subject to damage or movement during cutting and patching. 2. While performing of cutting and patching, Contractor is responsible for inspection of existing conditions affecting the performance of the Work a. Contractor shall not proceed with patching until unsatisfactory conditions have been corrected. b. Beginning of cutting or patching shall constitute acceptance of existing conditions. 01-850 WARRANTY/GUARANTEE A. Warranty: 29 ROOF REPLACEMENT&OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 1. Upon project completion, Manufacturer acceptance, and once complete payment has been received by both Contractor and Manufacturer, Manufacturer shall deliver to Owner: a. Owner's Manual b. Twenty (20) year"no dollar limit" manufacturer Roofing System Warranty with enhanced wind speed of 100 miles per hour. Manufacturer will, during the second and fifth year of this warranty, inspect and provide a written Executive Summary. 30 ROOF REPLACEMENT&OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM Division 07 THERMAL& MISTURE PROTECTION 07-220 ROOF& DECK INSULATION A. General 1. Furnishing and installing acceptable insulation listed in the manufacturer's Roofing Systems Manual. Follow insulation manufacturer's recommendation for the number of fasteners per board and the placement of fasteners. a. Single layer thickness: 47'/"x 96"x 3'/". b. R-Value of 23.1 2. Comply with quality control, references, specifications, and manufacturer's data. Products containing asbestos are prohibited on this project. Use only asbestos- free products. 3. Use products with personal protection. User must read container label and material safety data sheets prior to use. 4. Related Sections a. Section 07-530—Elastomeric Membrane Roofing 5. Submittals a. Product data: Submit manufacturer's descriptive literature indicating material composition, thickness, sizes and fire resistance. b. Shop drawings: Submit shop drawings indicating fastener and adhesive patterns for FMRC wind uplift resistance specified. C. Certification: Submit manufacturer's written certification that product meets specified fire resistance requirements. 6. Delivery, Storage, and Handling a. Delivery: Deliver materials to the job site in manufacturer's original packaging, containers and bundles with manufacturer's brand name and identification intact and legible. b. Storage and handling: Dens-Deck(DD) roof board must be kept dry before, during and after application. Outside storage must be off ground and protected by a breathable waterproof covering. If DD becomes wet, it must be dried before installation. DD must be roofed same day as laid. C. Accumulation of water due to leaks or condensation in or on Dens-Deck roof board must be avoided during construction and after construction. Avoid overuse of non-vented, direct-fired heaters during winter months. Avoid application of DD during rain, heavy fogs and other conditions that may deposit moisture on the surface. d. Conditions beyond the control of G-P Gypsum, such as weather conditions, dew, application temperatures and techniques, may cause adverse effects with adhered roofing systems. Always consult roofing manufacturers for their specific instructions on applying their products to Dens-Deck roof board. e. When applying solvent-based adhesives or primers, allow sufficient time for the solvent to flash off to avoid damage to roofing components. 31 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM f. The need for a separator sheet or sheet between the Dens-Deck roof board and the roofing membrane shall be determined by the roof membrane manufacturer or roofing systems designer. g. Maximum flute span is 25/8"for 1/4" Dens-Deck; 5" for 1/2" Dens-Deck; and 8"for 5/8" Dens-Deck Fireguard Type X. h. Consult membrane manufacturer for specific installation instructions and standards for good roofing practices. 7. Limitations a. Dens-Deck is designed to act with a properly designed roof system. The actual use of Dens-Deck roof board as a roofing component is the responsibility of the roofing system's designing authority. G-P Gypsum does not offer roofing system design services. b. Conditions beyond the control of G-P Gypsum, such as weather conditions, dew, application temperatures and techniques, may cause adverse effects with adhered roofing systems. Always consult roofing manufacturers for their specific instructions on applying their products to Dens-Deck roof board. C. Panels must be kept dry before, during and after installation. Apply only as much Dens-Deck as can be covered by a roof membrane system in the same day. d. Accumulation of water due to leaks or condensation in or on Dens-Deck roof board must be avoided during construction and after construction. Avoid overuse of non-vented, direct-fired healers during winter months. Avoid application of Dens-Deck during rains, heavy fogs and other conditions that may deposit moisture on the surface. e. The need for a separator sheet between the Dens-Deck roof board and the roofing membrane shall be determined by the roof membrane manufacturer or roofing systems designer. f. When applying solvent-based adhesives or primers, allow sufficient time for the solvent to flash off to avoid damage to roofing components. g. Maximum flute span is 25/8"for 1/4" Dens-Deck; 5"for 1/2" Dens-Deck; and 8" for 5/8" Dens-Deck Fireguard Type X. h. 1/4" Dens-Deck is not recommended for vertical parapet applications. i. Consult membrane manufacturer for specific system installation needs. B. Products 1. Gypsum Decking: a. Acceptable product: G-P Gypsum Corporation 1/4" Dens-Deck roof board, 1/2" Dens-Deck roof board and 5/8" Dens-Deck Fireguard roof board. b. Composition: Nonstructural, glass mat embedded, water-resistant gypsum core panel. C. Size: Nominal 4'x8', special order 4'x4'. Edges: Square. d. Thickness: 1/4" Dens-Deck roof board, 1/2" Dens-Deck roof board and 5/8" Dens-Deck Fireguard roof board. 32 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM e. Fire Resistance: (1) Flame spread 0, smoke developed 0, when tested in accordance with ASTM E 84. Noncombustible when tested in accordance with ASTM E 136. (2) 5/8" Dens-Deck Fireguard Type X roof board: (a) UL-classified Type DGG when tested in accordance with ASTM E 119. 2. Miscellaneous Materials a. FMRC-approved fasteners: Provide size and type in accordance with FMRC requirements and roof membrane manufacturer's written recommendations. C. Execution 1. General a. Provide Dens-Deck roof board where indicated on drawings using fastening system specified. b. Use maximum lengths possible to minimize number of joints. Locate edge joints parallel to and on deck ribs. Stagger end joints of adjacent lengths of Dens-Deck roof board. Butt ends and edges. 2. Gypsum Decking Installation at Roofs a. Adhered Systems: Insta-Foam Products, Inc.'s Insta-Stik Adhesive used with 1/4" Dens-Deck roof board achieved a FMRC Class-180, according to test report 1Y7A5.AM in selected Class 1 insulated steel and concrete deck roof construction. Contact Insta-Foam Products, Inc. for details at 1-800-800-FOAM. b. Wind uplift/FMRC compliance for mechanical attachment to metal decks: Install in accordance with J.1. 1 N2A6.AM of FMRC Standard 4450 for 1/2"or 5/8". For 1/4" Dens-Deck roof board install, with J.I. OY8A9.AM and J.I. 3003782. For additional FMRC 1-60 and 1-90 windstorm resistance compliance, refer to membrane manufacturer's FMRC listing. 3. Parapet (Wall) Framing & Fastening a. Maximum framing space for 1/2" Dens-Deck panels is 16" o.c. Maximum framing for 5/8" Dens-Deck is 24" o.c. b. For wood framing, fasten a maximum 4"o.c. around perimeter and 8" o.c. in the field of the panel. C. For metal framing, fasten a maximum 8" o.c. around the perimeter and 8" o.c. in the field of the panel. D. Standards and Code Compliance 1. Dens-Deck roof board in 1/2"and 5/8": ASTM C 1177. Also meets Factory Mutual 4450 criteria for Class 1 insulated steel roof decks. 2. 5/8" Dens-Deck roof board is classified by Underwriters Laboratories and can be used in many UL"P"assemblies.. 33 ROOF REPLACEMENT&OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 3. 1/2" Dens-Deck roof board adhered to a steel deck exceeds wind uplift resistance of 90 lbs./sq. ft. when installed according to FMRC Standard 4450, report J.1. IN2A6.AM. 4. 1/4" Dens-Deck roof board: UL 790 Class A listing as a barrier board overlayment and UL 1256 as a thermal barrier underlayment over steel decks. 5. FMRC uplift tested for 60 and 90 psf. 6. 1/4", 1/2" and 5/8" Dens-Deck roof board Metro Dade approved 94-1024.05. 07-460 PREFORMED POLYCARBONATE SIDING A. GENERAL 1. STRUCTURAL PERFORMANCE: Engineer and provide a support system which can safely resist a wind pressure of 63 psf. Under this load, there shall be no breakage, permanent damage to fasteners, nor any other damage or distress to any component of the assembly. Permanent deformation shall not exceed 0.2 percent of member span or 0.070 inches. Deflection shall not exceed L1175 where L is the maximum span. Submit calculations stamped by a Massachusetts professional engineer. 2. APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. a. American Society for Testing and Materials(ASTM) Publications: (1) C177-76 Steady-State Thermal Transmission Properties by means of the Guarded Hot Plate, Test Method for. (2) 0518-76 Steady-State Thermal Transmission Properties by Means of the Guarded Hot Plate, Test Method for. (3) D256-84 Impact Resistance of Plastics and Electrical Insulating Materials, Std. Test Methods for. (4) D638-82a Tensilve Properties of Plastics, Test Method for. (5) D696-79 Coefficient of Linear Thermal Expansion of Plastics, Std. Test Method for. (6) D1056-78 Flexible Cellular Materials- Sponge or Expanded Rubber, Specification for. (7) D1667-76 Flexible Cellular Materials-Vinyl Chloride Polymers and (R81) Copolymers (Closed-Cell Vinyl), Specification for. (8) D1784-81 Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlo-(Vinyl Chloride) (CPVC) Compounds Specification for. (9) D2240-81 Rubber Property - Durometer Hardness, Test Method for. (10) D2565-79 Operating Xenon Arc-Type (Water-Cooled) Light-Exposure Apparatus with and without Water or Exposure of Plastics, Practice for. 34 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM (11) E84-81a Surface Burning Characteristics of Building Materials, Test Method for. 3. SUBMITTALS: a. Descriptive Data: Submit data on materials to be provided. Data shall be sufficient to indicate conformance to specified requirements. b. Manufacturer's Certificate of Conformance: Submit certification for all materials to be provided under this section. C. DELIVERY AND STORAGE: Deliver, store and handle preformed sheets and other manufactured items to that they will not be damaged or deformed. Stack materials stored on the site on platforms or pallets and cover with tarpaulins or other suitable weather tight covering. Store all Polycarbonate sheets so that water which might have accumulated during transit or storage will drain off; do not store the sheets or panels in contact with materials that might cause staining. Inspect the sheets upon arrival to the job site; if wet, remove the moisture and re-stack and protect the sheets until used. B. PRODUCTS 1. MATERIALS a. Siding Sheets: Formed of solid polycarbonate. Sheets shall be capable of supporting design loads between unsupported spans with deflection not greater than 1/120 of the span width on walls, but in no case shall the wall thickness of the sheets be less than specified herein. (1) Solid Polycarbonate panels a) Corrugated Panels: Panels shall be of the type having a cross sectional profile of 1-1/16" high. 4.2"wide corrugations, and a cross sectional depth of 1/16" solid Polycarbonate. Panels shall conform to the properties listed in d) of this section. b) Flat panels: Panels shall be of the type having a cross sectional profile and depth of 1/16". Panels shall conform to the properties listed in d) of this section. C) Polycarbonate Panels shall have the following properties when tested in accordance with the listed test methods: 35 ROOF REPLACEMENT&OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM Property Requirement Test Method Tensile Strength 9500 psi ASTM D638 Flexural Modulus 400,000 psi ASTM D638 Flexural Strength 12500 psi Impact Strength (Izod) 12.0 ft-Ib/in. ASTM D256 32 degree F. Impact Strength (Izod) 17.0 ft-Ib/in. ASTM D256 68 degree F. Elongation 75% ASTM D638 Deflection Temperature 270 degrees F Coefficient of Expansion 3.9 (10(-5)) in./in./degree F. ASTM D696 Thermal Conductivity 4.2 (10(-4)) cal/sec/cm2 (degree C/cm) ASTM C177 K-Factor (10(16)) W/m degree C Flamability Flame Spread Rating of 6 b. Accessories: Polycarbonate flat filler panels, closure strips, and other similar Polycarbonate accessories used in conjunction with performed Polycarbonate panels should be of the same material and finish as used for the panels. Polycarbonate shall be of a thickness not less than that used for the sheets. Molded closure strips shall be polycarbonate, pre- molded to match the configurations of the Polycarbonate panels. C. Fasteners: Fasteners for attachment to structural supports and fasteners for attachment to adjoining sheets or panels shall be as approved and in accordance with the manufacturer's recommendation. Unless specified otherwise herein, the fasteners shall be self-tapping screws, bolts, and nuts, self-locking bolts. Design the fastening system to withstand the design loads indicated. Fasteners shall be Series 305 stainless steel or aluminum. Fasteners, with the exception of those having internal hex washer heads and those having aluminum drive caps, shall have composite metal and neoprene composition washers. Fasteners having integral hex washer heads and fasteners having aluminum drive caps shall have polychloroprene washers. Fasteners shall be tamperproof. (1) Screws: Not less than No. 14 diameter self-tapping type or self- drilling and self-tapping type, tamperproof head. (2) Powder-Actuated Fasteners: Provide fasteners of the type to be used with powder-actuated tools, and with a shank diameter of adequate size to support loads imposed with a tamperproof head. Shank length of fasteners shall be not less than 1.0 inch for fastening panels to concrete. Fasteners for securing wall panels shall have threaded studs suitable for attaching approved color-coated nuts or caps, (3) Plastic Joint Sealing Tape: Provide a continuous ribbon form plastic joint seating tape with adhesive both sides, 1/2", wide, 1/8"thick. The tape shall have the following properties when tested 'in accordance with the listed test methods: 36 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM Property Requirement Test Method Force to Compress 6.75 psi, 30% compression ASTM D1056 Density 3/cu. Ft. - 12 rating ASTM D1667 Compression/Deflection 4.75 psi, 30% compression ASTM D1667 Hardness Shore 00-37 rating ASTM D2240 Thermal Conductivity 28 btu/sq.ft./hr.degree F/in. ASTM D518 C. EXECUTION 1. INSTALLATION: Install in accordance with the manufacturer's approved erection instructions and diagrams. Panels shall be in full and firm contact with supports and with each other at side and end laps. Where sheets are cut in the field, or where any of the factory-applied coverings or coatings are abated or damaged in handling or installation, they shall after the necessary repairs have, been made with material of the same type and color as weather coating, be approved before installation. Correct defects or errors in the materials in an approved manner. Remove materials which cannot be corrected in an approved manner and provide non-defective materials. Provide molded closure strips where indicated and whenever sheets terminate with open ends after installation, a. Wall Sheets: Apply sheets with the configurations in a vertical position. Provide sheets in the longest obtainable lengths, with end laps occurring only at structural members. Accomplish the placement of closure strips, flashing, and seating material in an approved manner that will assure complete weathertightness. Flashing will not be required where approved"self-flashing" sheets or panels are used. Minimum end laps for all types of sheets shall be 6-inches and shall occur only over girts. Minimum side laps shall be one corrugation, or per manufacturer's recommendations for flat Polycarbonate panels. b. Flashings: All flashing and related closures and accessories in connection with the Polycarbonate panels shall be provided as necessary to provide a watertight installation. Details of installation, which are not indicated, shall be in accordance with the panel manufacture's printed instructions and details for approved shop drawings. Installation shall allow for expansion and contraction of flashing. 07-530 ELASTOMERIC MEMBRANE ROOFING A. General 1. This GUIDE-SPEC is a brief outline of Carlisle's Sure-Seal/Brite-Ply. Adhered Roofing System requirements and is intended for use as a submittal with a bid package. Specifiers and the Carlisle Authorized Roofing Applicator must comply with the"Design Criteria"and "Application" Sections of Carlisle's technical manual prior to design or bid. The"Products"Section included in the Carlisle technical manual and Carlisle's Technical Data Bulletins contain information on proper usage of Carlisle products as well as applicable cautions and warnings. 37 ROOF REPLACEMENT &OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM Prior to the installation of this roofing system, this information must be thoroughly reviewed. 2. Comply with quality control, references, specifications, and manufacturer's data. Products containing asbestos are prohibited on this project. Use only asbestos- free products. 3. Use products with personal protection. User must read container label and material safety data sheets prior to use. 4. Related Sections a. Section 07-220—Roof& Deck Insulation 5. Summary a. Provide Design "A"Adhered Roofing System incorporating Sure-Tough (black) .075"thick reinforced EPDM membrane as shown on the Drawings, as specified herein, and as needed for a complete and proper installation. An acceptable insulation is mechanically fastened to the roof deck or adhered with Sure-Seal FAST Adhesive or hot asphalt and the EPDM membrane is fully adhered to the insulation with Sure-Seal Bonding Adhesive. Adjoining sheets of EPDM membrane are spliced together a minimum of 3" (8 cm) using Splicing Cement, In-Seam Sealantand Lap Sealant or SecurTape/Primer. 6. Quality Assurance a. This roofing system must be installed by a Carlisle Authorized Roofing Applicator in compliance with shop drawings as approved by Carlisle. There must be no deviations made from Carlisle's specifications or the approved shop drawings without the PRIOR WRITTEN APPROVAL of Carlisle. b. Upon completion of the installation, an inspection will be conducted by a Technical Representative of Carlisle to ascertain that the roofing system has been installed according to Carlisle's specifications and details. C. This roofing system meets Underwriters Laboratories(UL) and Factory Mutual (FM) requirements. For specific code approvals achieved with this system, refer to Carlisle's EPDM Code Approval Guide, FM Approval Guide or UL Fire Resistance and Roofing Materials and Systems Directories. 7. Submittals a. To ensure compliance with Carlisle's warranty requirements, the following projects should be forwarded to Carlisle for review prior to installation, preferably prior to bid: (1) Projects where a wind speed warranty coverage greater than 55 mph (88 km/h) peak gusts is specified. (2) Projects where the building height exceeds 250' (76 m). (3) Air pressurized buildings, canopies, and buildings with large openings where the total wall openings exceed 10%of the total wall area on which the openings are located (such as airport hangars, warehouses and large maintenance facilities). (4) Cold storage buildings and freezer facilities. 38 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM (5) Projects where the EPDM is expected to come in direct contact with petroleum based products or other chemicals. b. Along with the project submittals(shop drawing and Request for Warranty), the roofing contractor must include pullout test results when the Sure-Seal HP Lightweight Deck Fastener is used with cementitious wood fiber, lightweight insulating concrete or gypsum decks or the Sure- Seal HP or HP-X Fastener is used with oriented strand board (OSB) decks less than 5/8 inch (1.6 cm) in thickness or steel decks less than 22 gauge(.75 mm). C. For all projects, prior to project inspection by Carlisle, a final shop drawing must be approved by Carlisle. 8. Product Delivery, Storage, & Handling a. Deliver materials to the job site in the original, unopened containers labeled with the manufacturer's name, brand name and installation instructions. b. Job site storage temperatures in excess of 90° F (32° C) may affect shelf life of curable materials(i.e., uncured flashing, adhesives, sealants Primers Splice Tape, Pourable Sealer and Pressure-Sensitive Flashings). C. When liquid adhesives and sealants are exposed to lower temperatures, restore to a minimum of 60° F (16° C) before use. d. Do not store adhesive containers with opened lids due to loss of solvent which will occur from flash off. e. Insulation and underlayment must be stored so it is kept dry and is Protected from the elements. Store insulation on a skid and completely cover with a breathable material such as tarp or canvas. If the insulation is lightweight, it should be weighted to prevent possible wind damage. 9. Job Conditions a. There is no maximum slope restriction for the application of this roofing system. b. On retrofit- recover projects, existing roofing material must be investigated and wet material must be removed. C. Existing sprayed-in-place urethane roofs and Phenolic insulation must be removed. d. The use of a vapor retarder to protect insulation and reduce moisture accumulation within an insulated roofing assembly should be investigated by the specifier. Consult the latest publications by ASHRAE (American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc.) and NRCA(National Roofing Contractors Association) for specific information. e. Coordination between various trades is essential to avoid unnecessary rooftoptraffic over sections of the roof f and to prevent damage to the membrane. 10. Warranty a. All warranties are available for commercial projects only. 39 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM b. A 5 or 10 year Membrane System Warranty, with a wind speed coverage up to 55 mph (88 km/h), is available for a charge. C. For Sure-Seal Roofing Systems only (1) A 15 year Golden Seal Total System Warranty is available for a charge on projects which utilize all components manufactured or marketed by Carlisle. These projects will receive a maximum peak gust wind speed coverage up to 55 miles per hour(88 km/h) unless prior review is performed regarding an extended peak gust wind speed coverage. Adhered systems where hot asphalt is specified for insulation attachment may qualify for a 10 or 15 year Total System Warranty, Carlisle must be contacted regarding specific requirements prior to installation. (2) A 10 or 15 year Total System Warranty with extended wind speed coverage (greater than 55 mph) is available for a charge only upon review by Carlisle and at Carlisle's sole discretion. Note: Due to the various wind uplift coverages available, these projects must be reviewed by Carlisle prior to bid, preferably in the design phase, to determine system enhancements that may be applicable. B. Products 1. General a. The components of this roofing system are to be products of Carlisle or accepted by Carlisle as compatible. The installation, performance or integrity of products by others, when selected by the specifier and accepted by Carlisle, is not the responsibility of Carlisle and is expressly disclaimed by the Carlisle Warranty. 2. Membrane a. Maximum 25 foot(7.6 m)wide Sure-Seal (black) .075 inch (2.25 mm) thick non-reinforced or maximum 10 feet(3 m)wide .045 inch (1 mm) or .060 inch thick reinforced or Sure-Tough Reinforced EPDM (Ethylene, Propylene, Diene Terpolymer) may be used with this roofing system. For physical properties of the membrane, refer to the"Products" Section of the Carlisle technical manual. 3. Related Materials a. 90-8-30A Bonding Adhesive, Splice Cleaner, Splicing Cement, In-Seam Sealant, Lap Sealant, Primer, SecurTAPE, Cured EPDM Flashing, Pressure-Sensitive Flashing, uncured Elastoform Flashing, Seam Fastening Plates and RUSS (with the corresponding fasteners) are required for use with this roofing system. Other Carlisle products, such as, insulation, insulation fasteners, edgings and termination bars are also required when a 10 or 15 year Total System Warranty is specified. b. Other Products: B-500 Water Based Bonding Adhesive, Walkway Pads/Rolls, Pre-Molded Pipe Seals, Cured EPDM Flashing, Pressure- Sensitive Inside/Outside Corners, Pipe Seals and Pourable Sealer Pockets. C. Execution 40 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM 1. General a. When feasible, begin the application at the highest point of the highest roof level and work to the lowest point to prevent moisture infiltration and to minimize construction traffic on completed sections. This will include completion of all flashings and terminations. b. Follow criteria outlined in the"Design Criteria" Section of Carlisle's technical manual to prepare the roof deck or the substrate prior to the application of the new roofing system. 2. Roof Deck Criteria a. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental totimely and proper completions of the Work. Do not proceed until unsatisfactory conditions are corrected. b. Roof structure shall be sufficient to withstand normal construction loads and live loads. C. Defects in the roof deck must be reported and documented to the specifier, general contractor and building owner for assessment. The Carlisle Authorized Roofing applicator shall not proceed unless the defects are corrected. d. Acceptable decks and the applicable Sure-Seal Fasteners: (1) Steel, 22 gauge(.75 mm)or heavier- Sure-Seal HP or HP-X Fasteners are recommended with a minimum pullout of 360 pounds (163 kg) per fastener. (2) Steel decks lighter than 22 gauge (.75 mm) -Sure-Seal HP or HP-X Fasteners are recommended with a minimum pullout of 300 pounds(136 kg) per fastener. (3) Structural Concrete, rated 3,000 psi (211 km/cm2) or greater- Sure-Seal HP Concrete Spikes or HD 14-10 Fasteners are recommended with a minimum pullout of 800 pounds(363 kg) per fastener. (4) Wood Plank or minimum 15/32 inch (12 mm)thick Plywood - Sure-Seal HP or HP-X Fasteners are recommended with a minimum pullout of 360 pounds. (5) Minimum 7/16 inch (11 mm) thick oriented strand board (OSB) - Sure-Seal HP or HP-X Fasteners are recommended with a minimum pullout of 250 pounds(113 kg) per fastener. (6) Cementitious Wood Fiber and Gypsum - Sure-Seal HP Lightweight Deck Fasteners are recommended with a minimum pullout of 225 pounds(102 kg)for cementitious wood fiber or 300 pounds(136 kg) for gypsum. Sure-Seal HP Speedlock Toggle Bolts are an acceptable alternate. (7) Lightweight Insulating Concrete-Sure-Seal HP or HP-X Fasteners may be used to fasten through the lightweight insulating concrete into the steel deck below with a minimum pullout of 360 pounds. As an alternate, HP Lightweight Deck Fasteners may be used with a minimum pullout of 300 pounds. 41 ROOF REPLACEMENT & OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM This roofing system may be specified directly over certain types of new cellular or perlite lightweight insulating concrete substrates. Carlisle must be contacted for acceptable lightweight insulating concrete substrates. 3. Substrate Preparation a. On retrofit-recover projects, cut and remove wet insulation, as identified by the specifier, and fill all voids with new insulation so that it is relatively flush. b. For all projects, the substrate must be even without noticeable high spots or depressions, and must be free of accumulated water, ice or snow. C. Clear the substrate of debris and foreign material. Fresh bitumen based roof cement must be removed or concealed. 4. Installation a. Refer to the applicable Material Safety Data Sheets and Technical Data Bulletins for cautions and warnings. b. Insulation Attachment (1) Sure-Seal Insulation shall be mechanically fastened to the roof deck with 1 insulation fastener and plate per every 2 square feet (1860 cm2) of insulation except as follows: (a) For minimum 22 gauge(.75 mm) steel, structural concrete or minimum 15/32 (12 mm) plywood decks. (b) Sure-Seal Polyisocyanurate inulation, 1-1/2 inch (3.8 cm)thick or greater(used as the top layer) may be fastened at the minimum rate of 1 per 3.2 square feet (10 fasteners per 4' x 8' board). (c) Sure-Seal Polyisocyanurate Insulation, 2 inches(5 cm) thick or greater(used as the top layer), may be fastened at a rate of 1 fastener and plate every 4 square feet (3720 cm2). (d) On reroof/no tearoff projects with a maximum roof height of 40 feet(12 m), Sure-Seal insulation (i.e., HP Recovery Board or Polyisocyanurate less than 1-1/2" thick) may be secured at the minimum rate of 11 fasteners per 4' x 8' board (5 fasteners per 4'x 4' board). This option is not applicable for 15 year Total System Warranty projects or projects where extended wind speed coverage (greater than 55 mph) is desired. (2) Insulations by others(when promoted by the respective manufacturer and accepted by Carlisle) shall be mechanically fastened to the roof deck with 1 insulation fastener and plate for every 2 square feet(1860 cm2) of insulation unless otherwise approved in writing by the respective manufacturer. (3) When mechanical attachment of the insulation is not desired, an alternate insulation attachment method may be specified which incorporates the use of Sure-Seal FAST Adhesive or a solid 42 ROOF REPLACEMENT &OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM mopping of hot asphalt and a recommended series of grid nailers which subdivide the entire roof area into smaller sections of 2400 square feet(223 m2) maximum. C. Membrane Installation (1) Fully adhere the EPDM membrane to the acceptable substrate with 90-8-30A Bonding Adhesive or B-500 Water Based Bonding Adhesive at the rate specified on the container label. Note: B- 500 Water Based Bonding Adhesive can only be specified on projects to be installed when the ambient temperature is 40° F (5°C) and rising. (2) Overlap adjacent EPDM membrane sheets a minimum of 3 inches(8 cm). (3) Membrane Splicing With Splicing Cement (a) When using Sure-Seal (black) PRE-KLEENED EPDM membrane, cleaning the splice area is not required unless the membrane has been contaminated with field dirt, adhesive or other residue. To remove accumulated dirt, footprints, etc., scrub the membrane sheets with Splice Cleaner or HP-250 Primer. (b) If PRE-KLEENED membrane is not used, the splice area on both membrane sheets must be scrubbed with Splice Cleaner or HP-250 Primer. (c) Apply Splicing Cement at the rate of approximately 120 linear feet(37 m) per gallon (3.78 1). Just prior to closing the splice, apply a 1/8 inch to 1/4 inch (3 to 6 mm) diameter bead of In-Seam Sealant 1/2 inch (13 mm) from the inside edge of the bottom membrane sheet and a minimum of 2 inches(5 cm) from the lead edge. (d) Roll the top membrane sheet onto the mating surface and roll the splice with a 2 inch (5 cm) steel roller. (e) After adjoining membrane sheets have been spliced together, wait a minimum of 2 hours and clean exposed edge of splice(when applicable)with Splice Cleaner or Primer. Apply a 5/16 inch (8 mm)diameter bead of Lap Sealant. Feather Lap Sealant to completely cover the splice edge. (4) Membrane Splicing With SecurTAPE (a) Apply Sure-Seal Primer to the splice area. (b) Position SecurTAPE onto bottom membrane sheet with the edge of the release film along a line marked 1/2 inch (13 mm) out from the top sheet. Press tape onto sheet using hand pressure, overlapping tape roll ends a minimum of 1 inch (2.5 cm). (c) Remove the release film and press top sheet onto tape using hand pressure. Roll the splice with a 2 inch (5 cm) wide steel roller. 43 ROOF REPLACEMENT& OTHER REPAIRS To Hanger Structure Winter Island CITY OF SALEM (d) Install a 6 inch (15.5 cm)wide section of Pressure- Sensitive Flashing or Elastoform Flashing over all field splice intersections and seal edges of flashing with Lap Sealant. (e) The use of Lap Sealant with tape splices is optional except at cut edges of reinforced membrane and at tape overlaps. d. Additional Membrane Securement (1) EPDM membrane must be secured at the perimeter of each roof level, roof section, expansion joint, curb, skylight, interior wall, penthouse, etc., at any angle change which exceeds 2 inches in 9 9 one horizontal foot(16 cm/m), and at other penetrations in accordance with Carlisle's details. Additional membrane securement may be provided by RUSS(Reinforced Universal Securement Strip) or Seam Fastening Plates. e. Membrane Flashing (1) When feasible, flash all penetrations and walls with Cured EPDM membrane or Flashing. (2) Uncured Elastoform Flashing and Pressure-Sensitive Uncured Flashing shall be limited to overlay vertical seams (as required at angle changes)or to flash inside and outside corners, scuppers, pourable sealer pockets and other penetrations or unusually shaped walls where the use of cured membrane flashing or Pressure-Sensitive Flashing (semi-cured) is not practical. (3) Carlisle's prefabricated accessories(Pre-Molded Pipe Seals and Pressure-Sensitive Products; such as, Flashing, Pourable Sealer Pockets, Pipe Seals and Inside/Outside Corners) should be used, when feasible, in lieu of uncured Elastoform Flashing. (4) When using Pressure-Sensitive Flashing (semi-cured only) to overlay Fastening Plates or metal edging flanges, etc., Sure- Seal Primer must be used to clean the membrane and metal surfaces. Lap Sealant is optional on straight runs of Pressure- Sensitive Flashing and around Pressure-Sensitive Pipe Seals. (5) Terminate the flashing in accordance with an appropriate Carlisle U-9 Termination. f. Other Related Work (1) Walkways are required at all traffic concentration points (i.e., roof hatches, access doors, rooftop ladders, etc.), regardless of traffic frequency. Walkways are also required if regular maintenance(once a month or more) is necessary to service rooftop equipment. Walkways are considered a maintenance item and are excluded from the Carlisle Warranty. (a) Carlisle Walkway Pads/Rolls must be adhered to the membrane with Splicing Cement or SecurTape. Pressure-sensitive Walkway Pads(with SecurTape pre- applied to the walkway underside) are also available. 44 f ROOF REPLACEMENT&OTHER REPAIRS To Banger Structure Winter island CITY OF SALEM (b) Smooth concrete pavers,when used, shall be loose laid over a slip sheet of cured membrane or 2 layers of HP Protective Mat. (c) Sure-Seal Interlocking Rubber Pavers can be placed directly over the membrane. Installation instruction sheets are available from Carlisle. (d) Pavers are not recommended when the roof slope is greater than 2 inches per one horizontal foot(16 cm/m). (2) Copings, counterflashing and other metal work, not supplied by Carlisle, shall be fastened to prevent the metal from pulling free or buckling and sealed to prevent moisture from entering the roofing system or building. Attach copies of the applicable Carlisle Details which pertain to the individual project to complete a bid package submittal. 45 LlMassachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) 73 - For -For sites with multiple RTNs,enter the Primary RTN above. A. SITE LOCATION: 1. Site Name/Location Aid: INO LOCATION AID 2. Street Address: IWINTER ISLAND RD 3. City/Town: SALEM 4. ZIP Code: 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. F] a. Tier IA [:] b. Tier IB F-1 c. Tier IC Q d. Tier II 6. If a Tier I Permit has been issued,provide Permit Number: B. THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of RAO Statement(if previously submitted): mm/dd/yyyy 7172. Submit a Response Action Outcome(RAO)Statement ❑ a. Check here if this RAO Statement covers additional Release Tracking Numbers (RTNs). RTNs that have been previously linked to a Tier Classified Primary RTN do not need to be listed here. b. Provide additional Release Tracking Number(s) ❑ ❑ covered by this RAO Statement. ❑ 3. Submit a Revised Response Action Outcome Statement a. Check here if this Revised RAO Statement covers additional Release Tracking Numbers(RTNs),not listed on the 17 RAO Statement or previously submitted Revised RAO Statements. RTNs that have been previously linked to a Tier Classified Primary RTN do not need to be listed here. b. Provide additional Release Tracking Number(s) ❑ _ ❑ _ covered by this RAO Statement. 4. Submit a Response Action Outcome Partial [RAO-P)Statement Check above box, if any Response Actions remain to be taken to address conditions associated with this disposal site having the Primary RTN listed in the header section of this transmittal form. This RAO Statement will record only an RAO-Partial Statement for that RTN. A final RAO Statement will need to be submitted that references all RAO-Partial Statements and, if applicable,covers any remaining conditions not covered by the RAO-Partial Statements. Also,specify if you are an Eligible Person or Tenant pursuant to M.G.L.c.21 E s.2,and have no further obligation to conduct response actions on the remaining portion(s)of the disposal site: Fla. Eligible Person ❑ b. Eligible Tenant 5. Submit an optional Phase I Completion Statement supporting an RAO Statement ❑ 6. Submit a Periodic Review Opinion evaluating the status of a Temporary Solution for a Class C-1 RAO Statement, as specified in 310 CMR 40.1051 (Section F is optional) 7. Submit a Retraction of a previously submitted Response Action Outcome Statement(Sections E&F are not required) (All sections of this transmittal form must be filled out unless otherwise noted above) Revised:02/28/2006 Page 1 of 7 , Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number I LIE Pursuant to 310 CMR 40.1000(Subpart J) - 18002 C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply;for volumes,list cumulative amounts) 7 1. Assessment and/or Monitoring Only 2. Temporary Covers or Caps ❑ 3. Deployment of Absorbent or Containment Materials 4. Treatment of Water Supplies F] 5. Structure Venting System 6. Engineered Barrier ® 7. Product or NAPL Recovery 8. Fencing and Sign Posting ✓� 9. Groundwater Treatment Systems 10. Soil Vapor Extraction ® 11. Bioremediation 12. AirSparging R 13. Monitored Natural Attenuation F-] 14. In-situ Chemical Oxidation Q 15. Removal of Contaminated Soils Q a. Re-use, Recycling or Treatment F i.On Site Estimated volume in cubic yards © ii.Off Site Estimated volume in cubic yards iia.Facility Name: NORTHLAND ENVIRON MENTA Town: PROVIDENCE State: RI iib. Facility Name: Town: State: iii. Describe: FIVE 55-GALLON DRUMS OF GASOLINE AFFECTED SOIL MANAGED UNDER A MANIFEST b. Landfill i.Cover Estimated volume in cubic yards Facility Name: Town: State: ii. Disposal Estimated volume in cubic yards Facility Name: Town: State: �✓ 16. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: ONE 55-GALLON DRUM OF SVE SPENT CARBON MANAGED UNDER A MANIFEST b. Facility Name: CLEAN VENTURE, INC. Town: FRAMINGHAM State: MA c. Facility Name: Town: State: 17. Removal of Other Contaminated Media: a.Specify Type and Volume: b.Facility Name: Town: State: c. Facility Name: Town: State: Revised:02/28/2006 Page 2 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) 73 - Ll - 18002 C. DESCRIPTION OF RESPONSE ACTIONS(cont): (check all that apply;for volumes, list cumulative amounts) 18. Other Response Actions: Describe: 19. Use of Innovative Technologies: Describe: D.SITE USE: 1. Are the response actions that are the subject of this submittal associated with the redevelopment, reuse or the major expansion of the current use of property(ies)impacted by the presence of oil and/or hazardous materials? Fla. Yes ✓❑ b. No n c.Don't know 2. Is the property a vacant or under-utilized commercial or industrial property("a brownfield property")? a. Yes F✓ b. No R c.Don't know 3. Will funds from a state or federal brownfield incentive program be used on one or more of the property(ies)within the disposal site? ® a. Yes Q b.No ® c. Don't know If Yes, identify program(s): 4. Has a Covenant Not to Sue been obtained or sought? ❑ a. Yes r7l b. No n c.Don't know 5. Check all applicable categories that apply to the person making this submittal: ❑ a.Redevelopment Agency or Authority ❑ b. Community Development Corporation c. Economic Development and Industrial Corporation ❑ d. Private Developer ❑ e. Fiduciary [] f. Secured Lender 0✓ g. Municipality h. Potential Buyer(non-owner) ❑ i.Other, describe: This data will be used by MassDEP for information purposes only,and does not represent or create any legal commitment, obligation or liability on the part of the party or person providing this data to MassDEP. E. RESPONSE ACTION OUTCOME CLASS: Specify the Class of Response Action Outcome that applies to the disposal site,or site of the Threat of Release. Select ONLY one Class. 1. Class A-1 RAO: Specify one of the following: a. Contamination has been reduced to background levels. b. A Threat of Release has been eliminated. ❑✓ 2. Class A-2 RAO: You MUST provide justification that reducing contamination to or approaching background levels is infeasible. ❑ 3. Class A-3 RAO: You MUST provide an implemented Activity and Use Limitation(AUL)and justification that reducing contamination to or approaching background levels is infeasible. 4. Class A-4 RAO: You MUST provide an implemented AUL, justification that reducing contamination to or approaching Ei background levels is infeasible, and justification that reducing contamination to less than Upper Concentration Limits (UCLs)15 feet below ground surface or below an Engineered Barrier is infeasible. If the Permanent Solution relies upon an Engineered Barrier,you must provide or have previously provided a Phase III Remedial Action Plan that justifies the selection of the Engineered Barrier. Revised:02/28/2006 Page 3 of 7 LlMassachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) O - 18002 E. RESPONSE ACTION OUTCOME CLASS(cont): ❑ 5. Class B-1 RAO: Specify one of the following: ❑ a. Contamination is consistent with background levels ❑ b. Contamination is NOT consistent with background levels. ❑ 6. Class B-2 RAO: You MUST provide an implemented AUL. ❑ 7. Class B-3 RAO: You MUST provide an implemented AUL and justification that reducing contamination to less than Upper Concentration Limits(UCLs)15 feet below ground surface is infeasible. ❑ 8. Class C-1 RAO: You must submit a plan as specified at 310 CMR 40.0861(2)(h). Indicate type of ongoing response actions. ❑ a. Active Remedial System ❑ b. Active Remedial Monitoring Program ❑ c. None ❑ d. Other Specify: ❑ 9. Class C-2 RAO: You must hold a valid Tier I Permit or Tier II Classification to continue response actions toward a Permanent Solution. F. RESPONSE ACTION OUTCOME INFORMATION: 1. Specify the Risk Characterization Method(s)used to achieve the RAO described above: a. Method 1 ❑ b.Method 2 O c.Method 3 d. Method Not Applicable-Contamination reduced to or consistent with background,or Threat of Release abated 2.Specify all Soil Category(ies)applicable. More than one Soil Category may apply at a Site. Be sure to check off all APPLICABLE categories: E] a. S-1/GW-1 d.S-2/GW-1 g.S-3/GW-1 ❑ b. S-1/GW-2 ❑ e.S-2/GW-2 M h.S-3/GW-2 Q c. S-1/GW-3 ❑✓ f. S-2/GW-3 Q i. S-3/GW-3 3. Specify all Groundwater Category(ies)impacted. A site may impact more than one Groundwater Category. Be sure to check off all IMPACTED categories: ❑ a. GWA E] b. GW-2 R c.GW-3 ❑ d.No Groundwater Impacted . Specify remediation conducted: ❑✓ a.Check here if soil remediation was conducted. ✓0 b.Check here if groundwater remediation was conducted. 5.Specify whether the analytical data used to support the Response Action Outcome was generated pursuant to the Department's Compendium of Analytical Methods(CAM)and 310 CMR 40.1056: ❑ a. CAM used to support all analytical data. Q b.CAM used to support some of the analytical data. ❑ c.CAM not used. ®✓ 6.Check here to certify that the Class A,B or C Response Action Outcome includes a Data Usability Assessment and Data Representativeness Evaluation pursuant to 310 CMR 40.1056. 7. Estimate the number of acres this RAO Statement applies to: 0.1 Revised: 02/28/2006 Page 4 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number I LEI - 18002 Pursuant to 310 CMR 40.1000(Subpart J) G. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisionsof 309 CMR 4.02(2)and(3), and 309 CMR4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section B indicates that either an RAO Statement,Phase 1 Completion Statement and/or Periodic Review Opinion is being provided,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal. I am aware that significant penalties may result, including, but not limited to, possible fines and imprisonment, if I submit information which I know to be false, inaccurate or materially incomplete. 1. LSP#: 1965 2, First Name: WILLIAM H 3. Last Name: MITCHELL JR 4. Telephone: 9783561177 5. Ext.:= 6. FAX: 7. Signature: lWilliam H Mitchell Jr kt,of M4s�� 8. Date: 8/21/2012 9.LSP Stamp: ` mm/dd/yyyy Electronic Seal o edSite P1°� H. PERSON MAKING SUBMITTAL: 1. Check all that apply: a.change in contact name b.change of address c. change in the person pp y 9 undertaking response actions 2. Name of Organization: CITY OF SALEM 3. Contact First Name: THOMAS 4.Last Name: ST PIERRE 5. Street: 120 WASHINGTON ST 4TH FLOOR 6.Title: BUILDING INSPECTOR 7. City/Town: SALEM 8. State: MA 9. ZIP Code: 019700000 10. Telephone: 9787459595 11 Ext.: 12 FAX: Revised:02/28/2006 Page 5 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 18002 I. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON MAKING SUBMITTAL: z1. RP or PRP ❑ a. Owner 11 b. Operator ❑ c. Generator d. Transporter e. Other RP or PRP Specify: NON-SPECIFIED PRP ❑ 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Making Submittal Specify Relationship: J. REQUIRED ATTACHMENT AND SUBMITTALS: 1. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s), permit(s) ✓❑ and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. ❑ 2. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of an RAO Statement that relies on the public way/rail right-of-way exemption from the requirements of an AUL. 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of a RAO Statement with instructions on how to obtain a full copy of the report. 4. Check here to certify that documentation is attached specifying the location of the Site,or the location and boundaries of the Disposal Site subject to this RAO Statement. If submitting an RAO Statement for a PORTION of a Disposal Site, you must document the location and boundaries for both the portion subject to this submittal and,to the extent defined,the entire Disposal Site. 5. Check here to certify that, pursuant to 310 CMR 40.1406,notice was provided to the owner(s)of each property within the ❑ disposal site boundaries,or notice was not required because the disposal site boundaries are limited to property owned by the party conducting response actions.(check all that apply) ❑ a. Notice was provided prior to,or concurrent with the submittal of a Phase II Completion Statement to the Department. ❑ b. Notice was provided prior to,or concurrent with the submittal of this RAO Statement to the Department. ❑ c. Notice not required. d. Total number of property owners notified, if applicable: 6. Check here if required to submit one or more AULs. You must submit an AUL Transmittal Form(BWSC113)and a ❑ copy of each implemented AUL related to this RAO Statement. Specify the type of AUL(s)below: (required for Class A-3,A-4,B-2,B-3 RAO Statements) a. Notice of Activity and Use Limitation b. Number of Notices submitted: ❑ c. Grant of Environmental Restriction d. Number of Grants submitted: ❑ 7. If an RAO Compliance Fee is required for any of the RTNs listed on this transmittal form,check here to certify that an RAO Compliance Fee was submitted to DEP, P.0. Box 4062, Boston, MA 02211. 8. Check here if any non-updatable information provided on this form is incorrect,e.g.Site Address/Location Aid. Send corrections to the DEP Regional Office. 9. Check hereto certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised:02/28/2006 Page 6 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) 3l -LEI 18002 K. CERTIFICATION OF PERSON MAKING SUBMITTAL: 1.I, William H Mitchell ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form,(ii)that, based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete, and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines and imprisonment,for willfully submitting false, inaccurate,or incomplete information. 2 By: William H Mitchell AGENT FOR 3. Title: Signature 4. For: CITY OF SALEM5. Date: 8/21/2012 (Name of person or entity recorded in Section H) mm/dd/yyyy ❑✓ 6. Check here if the address of the person providing certification is different from address recorded in Section H. 7. Street: CLEAN SOILS ENV., LTD., 33 ESTES STREET 8. City/Town: IPSWICH 9. State: MA 10. ZIP Code: 019380000 11. Telephone: 9783561177 12,EM.; 12 13. FAX: 9783561849 YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Received by DEP on 8/21/2012 3:05:14 PM Revised:02/28/2006 Page 7 of 7