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Permit MI98-0168 - CRESTVIEW ELEMENTARY SCHOOL - DEMOLITION
CRESTVIEW ELEMENTARY SCHOOL MI98-0168 4fty of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Coast Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 537980 -0008 16200 42 AV S DEMO MISCPERM LDR 001 North: HIGHLINE Contractor License Permit No: Status: Issued: Expires: MI98 -0168 ISSUED 03/08/1999 09/04/1999 Occupancy: SCHOOL UBC: 1997 Fire Protection: .0 South: ..0 East: .0 West: .0 Sewer: SEPTIC Slopes: Y Streams: No: JHARPCI081B7 OCCUPANT CRESTVIEW ELEMENTARY SCHOOL 16200 42 AV 5, TUKWILA WA 98188 OWNER HIGHLINE SCHOOL DIST 401 15675 AMBAUM BLVD SW, SEATTLE WA 98166 CONTACT MIKE OLLIVANT Phone: 253-863-5128 1231 FRYAR AVENUE, SUMNER WA 98390 PROJECT CRESTVIEW RESERVOIR 16200 42 AV S, TUKWILA WA CONTRACTOR J HARPER CONTRACTOR INC . 8425 1 AV S, SEATTLE, WA 98108 kk*****•***• k********* k******• k* **** * * * ** *•k ****k *k*** **•k *** * * * *k* ***** *k* *•k** **k***kk Permit Description: DEMOLITION OF A 27,000 SO FT ELEMENTARY SCHOOL. PW ACTIVITIES INCLUDE: CAPPING OF STORM DRAINAGE PIPE &.2 SANITARY SEWER PIPES LEADING TO A SEPTIC TANK (SEPTIC ABANDONMENT UNDER A SEPARATE PERMIT); AND LAND ALTERING ASSOCIATED WITH REMOVAL OF TWO UNDERGROUNG STORAGE TANKS: 9000 GALLON HEAVY OIL TANK AND 788 LITER DIESEL OIL TANK. NO HAULING PERMIT IS REQUIRED SINCE HAULING CON- TRACTOR SHALL MAKE LEFT TURNS ONLY TO 42 AV S & PROCEED ON MILITARY ROAD WHICH IS CITY OF SEATAC RIGHT OF WAY. •k• ** * ** ** k*************** * * * * * * * ** * * * ** ** * * * * ** * *** * * *** k * * * * * * * ** * * *•k* *k * * ** k * * ** k k Construction Valuation: $ 250,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time:; End Time: Land Altering: Y Cut: Fill: 47 Landscape Irrigation N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: k. .A k *kk *** k k** *•k ** ** * * *k * * * * * * * * * * * *•k * * * * ** **********• k* * * * * *'k ** * ** * * * * *** ** * *k•k* * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 120.00 k. kkk******** k******• k• k***** k********** k*******• k********** ** * * * *•k * * **•k * * *•k * * * * * * * ***., Permit Center Authorized Signature: 1731LCS--- Date: 3U- f I hereby certify that I have read and examine this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give. authority to: violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I any authorized to sign for and obtain this development permi 4 , i _..-,L.%J / ' J ,') CITY OFj 'JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: Crestview School Demolition Description of work to be done: �' 02e) � Demolition of the Crestview Elementary School i Value of Construction: Est. $250,000 Site Address: 16200 42nd Ave,....South. Tukwila. WA City State /Zip: Tax Parcel Number: 53798Q -0008 Phone: (206) 433 -2252 Fax #: Properly Owner: Highline School District #401 Street Address: City State /Zip: 17810 8th Ave. South Burien WA 98148 Contact Person: Mike 011ivant, P.E. Phone: (253) 863 -5128 Street Address: 1231 Fryar Avenue, Sumner, WA 98390 City State /Zip: Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Same as Contact Person Phone: Street Address: City State /Zip: Fax #: MI$CELLiANEOUS PERMIT REVIEW; AND:APPROVAL.REGi1ESTSD .(TO BE.FILLED JLn BYAPPLICANT) Description of work to be done: �' 02e) � Demolition of the Crestview Elementary School i Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Xn no Attach list of materials and store • o location on se • arate 8 1/2 X 11 • a • er lndicatin • • uantities & Material Safet Data Sheets ■ Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead /Docks • Commercial Reroof ® Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing- Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting AP..L'ICANTiREQUEST;FOR MISCELL•` ANEOUStPUBLIC :WORKS.PERMiTSaW "> • ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. tt.grading /clearing ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage (1 Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # ❑ Water Meter Temp # Sizes : Est, quantity: gal Schedule: ❑ Miscellaneous Di Moving Oversized Load/Hauling MONTHLY SERVICE.BILLINGS TO:. Name: W tex_DiS t' r i Address: 23828 30th Ave. South 0 Water 0 Sewer Phone: (7(10 1:(94--0370 e3rt_ 142 City /State /Zip: Kent, WA 98032 0 Metro 0 Standby WATER METER DEPOSIT /REFUND BILLING: Name: Address: IPhone: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 1 Date application accepted: _ 1 Date application expires: 1 Application taken by: (Initials) ALL MISCELLANEOUS PERMIT APPLICATIONS MUST BE SUBMITT. D WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL B AT A LEGIBLE SCALE AND NEATL4`URAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) t"' SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly,upon grade ` exceeding •5,000 gallons and .a' ratio of. height to• diameter• or width which exceeds 2 :1' il• , . PERMIT REVIEW :•Submit•,checklist..,,:No c;,M,9:...:" :. 1 ,;.i • ��• •�.. in Antennas /Satellite Dishes ,• � +: s. Submit checklist. ' ' • in Awnings /Canopies No signage .t• ; ;Es;, ' ,' : / tY � .� :yi :..; , i" . Commercial�.Tena�jt•i�nprove 'en Y•'• r ,7a �y G t ae�;••:::,-1.;:'11, 2 c•.. r ,. Jl r: Permit •. =Y �,.! . 'tt, „r ,, ❑ Bulkhead/Dock ,t:;. , ; Submit checkllstk No M 10, ^, • ❑ Commercial Reroof' a' ° : Submit check1list :4 o', ,;•h .. ❑ Demolition. ; ,; :Subm it c 14IIt;� r' No ' , V3' 3a,, , ❑ Fences - Over 6 feet in Height Submit checklist. • No: M -9 Land Altering/Grading/Preloads Submit checklist:;: No :.:M -2 ❑ Loading Docks • ,,,,. ;;r .,. Commercial•, Tenant: Improvement ' . Permit. Submit'6ht�cklist:Not "Hj17. ❑ Mechanical (Residential &Commercial) r .: Submit checklist':', No:': M=8; ,' :.. Residential''�nIY "H 6 ;N=16t ; "1'• in Miscellaneous: Public Works ;Permits ,. . • ;; 41:: (... Submit checklist' f NO; ,F1;.9, J, :' .. .:. ,1;•;•7 • .. .• /.:l}y 1J ?i,'0rYfiL„ci. ManufacturedHousing�.(ED.:INSIGNIA:ONLY) ; ,;; 4, :4',w „',. + ;,r: "Siit;mitoheo ist`r o:i a =.• ❑ Moving Oversized Load/Hauling .'i ' ' Submit checklistwfl;Nd” M- 57i'litt • ❑ Parking Lots ; ;; •Submit checklist:` :No:.;> M- 4.:...;, . . ❑ Residential•Reroof - Exempt with following exception: If roof structure. to be repaired or•replaced ; ::; • Residential Buiiding•Permit '; , Submit checklist ::NO: M=6i; M' ,;• ❑ Retaining' Walls Over 4 feet in height " " ; j,. Submit checklist °dNos.:iM- 1';'.> ❑ Temporary Facilities . : •Submit checklist; o: ; , ri _ Temporary Pedestrian Protection /Ezt'S!: yetam :i, � :t4;} ; ; ' +,,t ;Su.bm� it oKlieli 9clktfj:s!• i NoiMi4` .4 ,•r40. ,' � ..13:, ri Tree Cutting °' •❑ Submit chec lis .: + M -2`' •' ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is Issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the oWner,'registered architect / engineer: or confiactorliceiised by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this pemilt application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN AUT,_:� ED • -�� Signature: ,---- �� 1 Date: 7_ e"9_ p8 Print name: M' hael OlLi. _: P_F_ P (2 3) 863 -51281 F �i 3)863 -0946 Address: 1231 ryar Avemie City /State /Zip: Sumner, WA 98390 MI,s('I'A1T.Po(' 7/11/96 ELLANE0US PERMIT o. Conditions,' cif Approval r.'.I Or' OF. TUk.WILA, WA .`N0ITI0t4�; OF APPRC'V L • rfA Per�mi t No MI B -0161 Parcel . '3798-0- 0+170!; 0EPARTMEPNT F' • 900.. :I No changes wi.1.1 he made to: the No change_.' will be .made to the plan .un1ee 3': approved 15v" the Architect oi.rgEn� ineer•:a.rrd the TuJ wi le Building Division. • INEFFECt -. 900... 1 .rs:r?rriiid tnz All permit t rryc,pe, et icon rGct rdst, >:and. Lapps '. •tve' available att, :.l e'`.iob � i,,t`re 'prior to the attar t ' , m truc:t i phi.: l�he e doc,urne t is ..ar a to be ma i-npa r ne`t i able tint-l1 .f.inai 'rr5 }sect1on app'r'oval is g'r2anyted r,. 900. 1 r ''�.. Ai 1 cOnstr U,,Ctton to .be'. done in, . Sr1i`> ` A1l`� hs,trlrction,''to b tiQne in cou,pf.or, man ce wrtl�jap',pr pve p1an..' a rid rvrequ irwem n't;+a.. ,ot'.ithe Uniform Bu i 1dirid :r.Od..irf t,1 '9, Ec 1t;ioril h ";9,s amended { r 900.. I�i.`c`{ r *x> t? Va'T'i'di•ty ,o.f: Permit. The issue b: I r Va 1 , d I ty of Peplii,i.,t i'he i j s ,uanc.e Of a. fie r�mi t. or apprrc�vf�r plans per,.i t'-ica.t_1 or and coinputa1 i bits $,ha 1 1 'not .be .cc is i.tir.ued tip be.A permit fora\ o.r an',a0prvya'1 ofF any..vio1et,ih OJA any of the ` p r ovisi On. o f . ' th 4bu i ldin9 code : or of`ai ` either or�•dinancef.c3f .tfre iur i,rdic.t' on ,.No permit pf'e'iiiiriritt' a1'' t Yr•, . ,, 1 jy. RI yke author .ty i:'o vi•ol;ate or°•,,,tariceis the pe0visione:'{ott: t,f.1ri lie c o.de it h a 1;'1 6e v a l i d F tv n :' it�i',.9'9 • t S''1 Y OF TUi trILA, WA P4fiI TIC. r4 , OF, MPPRIr1VAL 4.ISCELLAt Er:rlt', PERMIT Perini t. No: MI98 -0168 9O0. Conditions of Approval DEPARTMENT 900.. 1 Par ce 1 . 53798'0 -000 3 No change_ will be made to the t . changes. will be made to the plans unless approved W.,' the Architect oaEngineer artid the Tukwila Building Division. 'c; f4on a..i- e c. o r°'d 900.. 1 Page 1 • 'INEFFECT l..•yj. qty .. , ;•'Y.Y �4.y' Al 1 permits, ire p.ec t'ion „.,e.c:ords,:�;ttand app'r ~o:ved :plans shall avaI Iab1e at Ehe' fub site 1pr'ior'`tti the #. tart '.f` eny con -. struction.' The e do arre` tan.be ra�rnttcaineti *nd, avai 1- able unti;,1,.:. ina;1 :inspection approval is' g'r ar�,ppd. 900.. 1 1 c0ns truction to be' done fn, A11 r;iohstru .t on;r °to b'; 14on'e iri ca'nfor•mance w;i;th'�,;ap;pr ov:e'd p l a'n, an`d,,;,regu i'r emer�t ' iit, the Lin`•i`f orm Bu i l d i n"g Code (199'7 ,k EdfiP�iori`)'as. ame nde�i:t ,,. • ..,1 li 900... Validit.y •of: Permit. The i:sua V 1 i d7 tv of Pe, rn, t !of; ,.. o r•mi t or ppr•ova1 ns, :pec2�it;ica.tlonw_�; and cCi'riip,�itat�lon sh;a11 not •itd to be `a pef mi;t 'f.sir'�, or an';appprova1 af, any, vio1atielY W/ of arty Of the p t�OV.i .. i on5 "`'ofi• the `hip i Td i ng? code ' or of 'ariy^ ot,her� ordirirance, cif , - the:- .l�iris'ditt� on•,,.. ,,, ib permit p,resum4ing't,. give author'i.ty t.o .v.ic ]a e or'a ar�4e1, the pr�ovisiuns •of t`h131' C , s c ude ah .,1'1 �i.e va1 id 'f t c" remit hoard. PLAN RVIEW /ROUTI G SLIP ACTIVITY NUMBER: M198 -0168 PROJECT NAME: CRESTVIEW SCHOOL DEMOLITION DATE: 2 -5 -99 Original Plan Submittal Response to Correction Letter # 1 Revision # After Permit Is Issued Response to Incomplete. Letter DEPARTMENTS: Bu'1Tding Division A Z 1-1' P licW rk CI �C3�� Kt No Fire Prevention ,M 2 -11-89 Structural Planning Division '1r Z 'ID ✓CM Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: DUE DATE: 2 -9 -99 Not Applicable 0 TUES /THURS ROUTING: Please Route 34 No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -9 -99 Approved 0 Approved with Conditions Not Approved (attach comments) El REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved 0 Approved with Conditions E Not Approved (attach comments) E REVIEWERS INITIALS: DATE: \PR•ROUTE,DOC CITY 01 TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 2/5/99 PLAN CHECK/PERMIT NUMBER: ML'1?rO16 PROJECT NAME: &JeI4W _ PasoU4imin PROJECT ADDRESS: ozoo Av S CONTACT PERSON: MliL OLtv*ai4PHONE: (253) 863 -5128 REVISION SUMMARY: Section 1 Public Outreach Plan w/Mailinq List and Newsletter Section 2 Revised Plans Section 3 Permit from Tukwila Fire Dept. Section 4 Property Owner Declaration Section 5 Certificate of Insurance Section 6 Map of Hauling Route SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY OF TUKWILA FEB - 5 '1999 PERMIT CENTER 9/7/PA; SUBMITTED TO: Bldg. Planning CITY USE ONLY Fire- Public: Works: 3/19/96 PLAN EVIEW�R�U�ING SUIP ACTIVITY NUMBER: MI98 -0168 DATE: 9 -9 -98 PROJECT NAME: CRESTVIEW ELEMENTARY SCHOOL XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bu Lding -J Division �G 4pp b1�Q(Jlrlv'llin cp, Fare Prevention 1Y Structura qu PI n'n'uig Division RI !09 tP ermit ,.00rdinator 1 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Comments: Incomplete DUE DATE: Not Applicable ❑ TUES /THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: \\ 1 I 1 II I APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions ❑ DUE DATE: ii0-(316 Not Approved (attach comments) COwe�sl;ovi Iry h2a1,Czd /a -2z- ib REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR•ROUTE,DOC INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188] (206)431 -3670 ProjectL. --. . tifri i ., Ste? /.l Type of In c to �nle % - ! Addre�s;32-i./ Date called: Special instructions: Date wanted/::' �`� �C? Cam~ :m.' Requester: Phone: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: ..i 4 � :r 1i Li $47.00 REINSPECTI.1 FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Pro t: �(PS\ v%pw SchocA �vr�p Type of Inspection: FI>Y-tl Address: I (000 zL� AU. S Date called: t,,` I- Ob Special instructions: Date wanted: r n�,, a Requester: Phone: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: re .440 La $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1 Receipt No: 1- Date: Date: 6_ CriINSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 (206)431-3670 Arac-ST t 1 /6-iil 0 ga4 Type of Inspection: I (... pf " Atgl Tao r2-evo A . r. Date called: Special instructions: Date wanted: 1 ii a.m. P.m. Requester: Phone: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .57/2-/op ze/NM/ 7liee4 Inspector: 6u Date: 57/2-ico' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. fReePint Nry nntp• INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: T . L��% G.r�C%s u,...2r4) c+a tet AAwtJ Type of I sspection: +.-ovo A 1 +Pr - 40. v1kS F i 1 Address: Date called: 5 - 1 l -00 Special instructions: ..5"- . V-rR1., �Grr.1s Sco'� � o u� 4 S 011\ S.1 } -e or Date wanted: ` 1�`O� 4y . •. Requester: Mit 0 V e 1'; VG v Phone: 25-P)(0-;-S 2p) 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: co if2.04 17144 dam- 7ItP .� (ipla (1/La.d.R,. Lcct 7) oireA Si/V6e) /&IJ tue.4) Inspector: Date: //f Vcr7 $47.00 REINSPECTION FEE REQUIRED. Prior toinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call toschedule reinspection. 1 Receipt No: Date: A Ak AhA Ah: kkA *AkA* * *kAkhh * *hi*“kkAk *IVAA t•:kA *AiAkk *kkAkA* **k:kA•kkt C:1 Y OF 1•UKWI:L.A. WA �IC� ...01 TRANSMIT kAAAkk A4thk * * *A *hht *kt* *AkAA*A*AA*kA. * *4A k*A*** :kkd IcA*kS, TRANSMIT Number: R9000030 Amount;: 75.00 03/W/99 II:J2 Payment Method: CHECK Notation: 1411 HI.INE WA I.R Int t: TLU ,Permit ado: MI913• ^01113 Type; 111 3C1!ER MIBGt.LLANk0U .P.ERMIT Parcel No: 37900 -0000 Site Address: 16200 42 Atl' t3 1'I•t1s Payment 75.00 Total ALL P.mt;'s, * Aft* 4.****• k•h*• *tt*A44 *A***** *A * *• **• ***• 4c*A*** **A ******. *A*** Account Code 000/3221.00 0000/386.904 000/322/00 Description BUILDING -• hf,UMRBfi ;3•i'AT% IIUIL17XNG SURCHARGE LAND ALTERING RILUMIT ELL .0.0 * ** *tit. *..A* *. Amounti 47.09' 4 .. 0 crestview school demolition Highline water district intertie Water district 75 intertie Water district #75 intertie parametrix inc Parametrix, Inc. Consultants in Engineering and Environmental Sciences 1231 Fryer Avenue P.O. Box 460 Sumner, WA 98390 -1516 253- 863 -5128 • Fax: 253- 863 -0946 September 9, 1998 PMX #21- 2714 -01 (320) Mr. Mike Jenkins City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Highline Water District, 7.6- Million - Gallon Water Reservoir Phase I Crestview School Demolition Dear Mr. Jenkins: Enclosed please find four copies of the Contract Documents (Plans and Specifications) and Demolition Permit application for the demolition of the Crestview Elementary School. It is the intent of the Highline Water District to receive a conditional approval from the City of Tukwila prior to procuring a demolition contractor. This approach will expedite the time between the award and Notice to Proceed between the Contractor and the Highline Water District. The approach will also assure that the Contractor has properly anticipated all conditions set by the City of Tukwila for the demolition of the school. The Highline Water District understands that there will be certain conditions established before the school can be demolished and /or the overall reservoir project completed. Conditions anticipated to be satisfied before the City will issue a building permit include: • • Issuance of the Unclassified Use Permit • A copy of the successful Contractor's Contractor's License, Performance Bond, and Certificate of Insurance • A copy of the PSAPCA permit application from a certified asbestos contractor • A notarized letter from the Highline School District authorizing the Highline Water District to obtain the permit • Condition that the existing school septic tank shall be removed during Phase II Reservoir Construction • Condition that the existing school site shall be restored during Phase II Reservoir Construction • Other conditions as a result of the Plan and Specifications review •;' .". • , • ...„, „,. . ... • Mr. Mike Jenkins September 9, 1998 Page 2 Please review the information provided. If the City would like additional information or clarification, please feel free to call me at (253) 863-5128. Very truly yours, PARAMETRIX, I Michae . 011ivant, P.E. Project Engineer MTO:jal Enclosures cc: Peggy Bosley, General Manager — High line Water District Keith Harris P.E., Operations Manager — High line Water District, Tom deLaat P.E., Project Manager — Parametrix, Inc. CONTRACT DOCUMENTS WATER STORAGE IMPROVEMENTS PROJECT 7.6 MILLION GALLON RESERVOIR PROJECT NO. 96 -3 PHASE I CRESTVIEW ELEMENTARY SCHOOL DEMOLITION CONTRACT 98 -7 -05 HIGHLINE WATER DISTRICT Prepared for: Highline Water District P.O. Box 3867 Kent, Washington 98032 Prepared by: Parametrix, Inc. P.O. Box 460 Sumner, Washington 98390 PMX' #21- 271401; July 1998 CERTIFICATE OF ENGINEER The technical material and data contained in this document were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. IEXPIRES: Y- /: :' 8 1 Prepare Mike 011ivant, P.E. Checked by R'• ' ermes, P.E. pproved b , P.E. Hlghllne Water District - Contract Documents Crestview Elementary School Demolition TABLE OF CONTENTS Page ADVERTISEMENT FOR BIDS 1 -1 BIDDING REQUIREMENTS INFORMATION FOR BIDDERS I -1 AGREEMENT A -1 LEGAL DOCUMENTS PERFORMANCE BOND LD -1 PAYMENT BOND LD -2 CERTIFICATE AS TO CORPORATE PRINCIPAL LD -3 CERTIFICATE AS TO CORPORATE SEAL LD -4 CERTIFICATE OF INSURANCE LD -5 CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF STATUTORY RETAINED PERCENTAGE LD -6 INTENT TO PAY PREVAILING WAGES LD -7 AFFIDAVIT OF WAGES PAID LD -8 REQUEST FOR RELEASE LD -9 BIDDER'S CHECKLIST LD -10 PROPOSAL SUBMITTAL SHEET LD -11 NON - COLLUSION AFFIDAVIT CERTIFICATE LD -12 PROPOSAL LD -13 BIDDER'S PROPOSED SUBCONTRACTORS LD -17 BID BOND FORM LD -18 SPECIAL PROVISIONS SPECIAL PROVISIONS SP -1 AMENDMENTS TO THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS SP -2 DIVISION 1 - GENERAL REQUIREMENTS SP -2 DIVISION 2 - EARTHWORK SP -18 DIVISION 8 - MISCELLANEOUS CONSTRUCTION SP -25 APPENDIX A - PHASE I ENVIRONMENTAL SITE ASSESSMENT PACIFIC RIM ENVIRONMENTAL ASSESSMENT APPENDIX B - ASBESTOS TECHNICAL SPECIFICATION APPENDIX C - DRAWINGS AND FIGURES APPENDIX D - PREVAILING WAGES Highline Water District - Crestview Elementary School Demolition Contract Documents ADVERTISEMENT FOR BIDS Notice is hereby given „that . sealed bids will b r »> p.m., for the Highline Water District, will then and there be opened and publicly read Bid proposals will b e recei ve d only at e received by the Highline Water District at Washington until at ... Crestview Elementary School Demolition, and aloud. Washington. Proposals received after the time fixed for opening will not be considered. The work to be performed will include the furnishing of all labor, materials, equipment, and incidentals necessary to make the improvements as required by the Bid Documents. The work may be generally described as follows: Demolition of the Crestview Elementary School buildings and related site improvements, including utilities and underground construction, and site grading. Known asbestos containing materials, underground fuel tanks and transformers containing PCBs shall be removed and properly disposed of, as part of the work of this Contract. The successful bidder prior to the entry into the Contract shall provide written proof that it possesses all necessary licenses and permits as may be required by state law or city ordinance. Before Contract award for the work described herein, the Owner may conduct an investigation to determine the performance record and ability of the apparent low Bidder and designated subcontractors to perform the size and type of work specified under this Contract. Upon request, the Bidder shall submit such information as deemed necessary by the Owner to evaluate the Bidder's and subcontractors' qualifications. The attention of Bidders is directed to the applicable State requirements and conditions of the employment to be observed and minimum wage rates to be paid under the Contract. Bidding documents may be purchased for a non - refundable charge of $20.00. If you are making the purchase in person, you may do so at 1231 Fryar Avenue, Sumner, Washington 98390. If you are making the purchase through the mail, you may do so using P.O. Box 460, Sumner, Washington 98390 -1516. (Please do not use the Fryar address for any correspondence.) Telephone (253) 863 -5128. Checks should be made payable to Parametrix, Inc. Return of the documents is not required. Bidding documents may be examined at the following: Parametrix, Inc. 1231 Fryar Avenue Sumner, WA 98390 Highline Water District - Contract Documents Crestview Elementary School Demolition 1 -1 Highline Water District 32828 30th Avenue South Kent, WA 98032 All bid proposals shall be accompanied by a bid proposal deposit in certified check, cashier's check, or surety bond in an amount equal to five percent (5 %) of the amount of such bid proposal. Should the successful bidder fail to enter into such Contract and furnish a satisfactory performance bond within the time stated in the Specifications, the bid proposal deposit shall be forfeited to the Highline Water District. Sealed bids may be submitted as follows: In person - hand delivery may be made to the Highline Water District Office to the attention of: Ms. Peggy Bosley, General Manager 32828 30th Avenue South Kent, Washington 98032 By mail - address to: Ms. Peggy Bosley, General Manager Highline Water District P.O. Box 3867 Kent, Washington 98032 The Highline Water District reserves the right to reject any or all bids and to waive irregularities in the bid or in the bidding. No bidder may withdraw his proposal after the hour set for the opening thereof, or before award of Contract, unless said award is delayed for a period exceeding sixty (60) days. Upon the award of Contract, the bid bond of the three bidders determined to be lowest and best bidders shall be returned. Bid bonds of the bidders determined to have provided the second and third best bids may be held for the lesser of sixty (60) days or the date upon which the Contract is executed and the District receives the appropriate performance bonds so as to allow the District, in the event that the initially chosen bidder fails to properly and timely execute the Contract and provide the necessary documents, to consider the award of the bid to the party then determined to be the lowest and best bidder. Highline Water District First Publication Date: Second Publication Date: Highline Water District — Contract Documents Crestview Elementary School Demolition 1 -2 1 I BIDDING REQUIREMENTS INFORMATION FOR BIDDERS INTRODUCTION The Standard Specifications for this project shall consist of the 1998 WSDOT /APWA Standard Specifications for Road, Bridge, and Municipal Construction. This Project Manual contains amendments to the Standard Specifications. These amendments supersede any conflicting provisions of the Standard Specifications. Other Bid Provisions: 1. Intent of Plans and Specifications. It is the intention of these Specifications to provide for careful, thorough, and workmanlike construction procedures in the installation of materials and equipment and in the manufacture and delivery of such materials and equipment. The Bidder to whom the Contract is awarded shall furnish all the material and labor necessary to complete said Contract in accordance with all of its terms and conditions. The Plans and Specifications shall be considered and used together; anything appearing as a requirement of either shall be accepted as applicable to both even though not so stated therein or shown. The Engineer may furnish Supplemental Plans and Specifications to define more clearly any requirement of the original documents; these shall be accepted by the Contractor as of the same force and effect as though they had been included among the listed Drawings and in case of any conflict between the listed and the Supplemental Drawings, the latter shall govern. All Specifications and notes appearing on the Plans shall have the same force and effect as though they were repeated herein. 2. Examination of Contract Documents. Each Bidder shall thoroughly examine and be familiar with legal and procedural documents, General Conditions, Specifications, Drawings and Addenda (if any). The submission of a proposal shall constitute an acknowledgment that the Bidder has thoroughly examined and is familiar with the Contract Documents. The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve him from any obligations with respect to his proposal or to the Contract. No claim for additional compensation will be allowed that is based upon a lack of knowledge of any Contract Document, and the Owner will in no case be responsible for any loss or for unanticipated costs that may be suffered by the Contractor as a result of conditions pertaining to the work. Highline Water District - Contract Documents Crestview Elementary School Demolition 1 -1 21- 2714 -01 July 1998 3. Examination of Site and Conditions. Before making a proposal, the Bidder shall examine the site of the work and ascertain for himself all the physical conditions in relation thereto. Failure to take this precaution shall not release him from his obligation as implied by the proposal he submits nor excuse him from performing the work in strict accordance with the requirements of the Contract Documents. No statement made by any officer, agent, or employee of the Owner pertaining to the site of the work or the conditions under which the work must be performed will be binding on the Owner. 4. Addenda and Interpretations of Documents. No interpretation of meaning of the Plans, Specifications, or other prebid documents will be made to any Bidder orally. Every request for such interpretation shall be submitted in writing, addressed to Parametrix, Inc., and to be given consideration, shall be received at least ten days prior to date fixed for opening of Bids. Any and all such interpretations and any Supplemental instructions will be in the form of written Addenda to the Specifications which, if issued, will be mailed or otherwise delivered to each prospective Bidder. Failure of any Bidder to receive any such Addendum shall not relieve such Bidder from any obligation under his Bid as submitted. All Addenda so issued shall become a part of the Contract Documents. 5. Preparation of Proposal. Bids must be submitted by filling in with ink (or typing) each and every blank provided for such purpose in the form headed "Proposal," or if the Bidder is required to provide a special form appropriate to the nature of his Bid, then such form shall be complete in all respects as required by the Specifications if it is to merit consideration by the Owner. Where indicated, all blank spaces shall be filled in with words and figures. Written amounts shall take precedence where there is a conflict between the written amount and the figure. If the proposal is made by a partnership, it should contain the name of each partner and should be signed in the firm name, followed by the signature of a partner or that of a person duly authorized to act for and on behalf of such partnership. If made by a corporation, the proposal should be signed with the name of the corporation and the state in which incorporated, followed by the written signature of the qualified officer and the designation of the office he holds in the corporation. The address of the person, firm or corporation in whose behalf the proposal is submitted shall be given. The Bidder shall comply with all other specific requirements of the proposal form. 6. Approximate Quantities. On all items on which Bids are to be received on a unit price basis, the quantities stated in the Bid will not be used in establishing final payment due the Contractor. The quantities stated, on which unit prices are invited, are approximate only, and each Bidder shall make his own estimate from the Contract Drawings of the quantities required on each item and calculate his unit price bid for each item accordingly. Bids will be compared on the basis of number of units stated in the Bid Items Schedule. Payment on the Contract on unit price items will be based on the actual number of units installed in the completed work. Adjustment to the unit bid prices as listed in the proposal will not be considered by the Owner due to differences between estimated and actual quantities used during construction. Highline Water District - Contract Documents 21- 2714 -01 Crestview Elementary School Demolition 1 -2 July 1998 7. Material Substitution. Each Bidder shall base his Bid upon the materials and equipment as described in the Bidding Documents. The successful Contractor will not be allowed to make any substitutions on his own initiative, but in each instance will be required to obtain authorization from the Owner before installing any work in variance with the requirements of the Contract Documents. 8. Supplemental Schedule of Unit Prices. Where the proposal requires a lump sum Bid for a particular item (or items) and further requires Bidder to submit a Supplemental schedule of unit prices for possible construction changes in such item(s), the Owner may, if he considers such unit prices reasonable, include these prices in the construction Contract. If the Owner considers such unit prices as unreasonable, he may omit them from the construction Contract. Rejection prior to execution of the Contract of such unit prices for construction changes as stated in the Bid shall not otherwise affect the balance of the Bid or construction Contract. 9. Alteration of Documents Prohibited. Except as may be provided otherwise herein, proposals that are incomplete, are conditioned in any way that the Plans or Specifications do not authorize, contain unverified erasures or alterations, include items that are not named in the proposal form or that are unlawful, may be rejected as informal. 10. Submission of Proposal. Each proposal shall be completely sealed in a package addressed as required by the official advertisement, marked with the name of the Bidder and the title of the project; it must be delivered to the address at or before the time named in said advertisement. If forwarded by mail, the sealed envelope containing the proposal shall be enclosed in another envelope addressed as specified in the Bid form. 11. Modification of Proposal. Change in a proposal already delivered will be permitted only if a request for the privilege of making such modification is made in writing signed by the Bidder and the specific modification itself is stated prior to the scheduled closing time for the receipt of proposals. To be effective, every modification must be made in writing over the signature of the Bidder; no other form of procedure will be accepted. 12. Bid Security. Each Bid must be accompanied by cash, certified check of the Bidder, or a Bid bond duly executed by the Bidder as principal and having as surety thereon a surety company authorized to issue such bonds in Washington in the amount of 5 percent of the Bid. Such cash, checks, or Bid bonds will be returned promptly after the Owner and the accepted Bidder have executed the Contract, or, if award has not been made within 60 days after the date of the opening of Bids, upon demand of the Bidder at any time thereafter, so long as he has not been notified of the acceptance of his Bid. The successful Bidder, upon his failure or refusal to execute and deliver the Contract and bonds required within 15 days after he has received notice of the acceptance of his Bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security deposited with his Bids. Highline Water District - Contract Documents 21-2714-01 Crestview Elementary School Demolition 1 -3 July 1998 13. Return of Bid Securities. The security of the three lowest Bidders will be returned after the execution of the agreement with the successful Bidder and the approval of his bonds and insurance. The security of all other Bidders will be returned promptly after the Bids have been opened and reviewed by the Owner. If all Bids are rejected, the securities will be returned at the time of rejection. 14. Withdrawal of Proposal. A proposal may be withdrawn at any time prior to the scheduled closing time for filing Bids. This may be done by the Bidder in person or upon his telegraphic or written request. A telephone request for withdrawal of a proposal will not be recognized for this purpose. If withdrawal is made personally, a written acknowledgment thereof will be required. After the scheduled closing time for filing Bids, no Bidder will be permitted to withdraw his proposal unless no award of Contract has been made prior to the expiration of sixty (60) days immediately following the time when Bids are submitted. Bids received after the scheduled closing time will be returned to the Bidder unopened. 15. Qualification of Bidders. It is the intention of the Owner to award a Contract only to a Bidder who furnishes satisfactory evidence that he has the requisite experience and ability and that he has sufficient capital, facilities, and plant to enable him to prosecute the work successfully and promptly, and to complete the work within the time specified in the Contract Documents. The Owner may make such investigations as he deems necessary to determine the ability of the Bidder to perform the work and the Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. Each Bidder shall possess state and local licenses in accordance with the applicable state and local laws and shall furnish satisfactory proof to the Owner upon request that the licenses are in effect during the entire period of the Contract. 16. Disqualification of Bidders. More than one Bid for the same work described in this document, from an individual, firm or partnership, a corporation or an association under the same or different names, will not be considered. Reasonable grounds for believing that any Bidder is interested in more than one Bid for the work contemplated will cause the rejection of all Bids in which such Bidder is interested. If there is reasonable grounds for believing that collusion exists among the Bidders, the Bids of the participants in such collusion will not be considered. 17. Rejection of Bids. The Owner reserves the right before or after opening, to reject any or all proposals or to waive any informalities therein if it is believed that the best interest of the Owner will be served thereby. Highline Water District - Contract Documents 21-2714-01 Crestview Elementary School Demolition 1 -4 July 1998 18. Award of Contract. The Owner reserves the right to reject all Bids, waive any informalities in the Bidding and /or not make an award. The award of the Contract, if made by the Owner, will be made to the lowest, responsive, responsible Bidder for the schedule, or combination of schedules, selected for implementation. The Owner shall determine at his own discretion, whether a Bidder is qualified to perform the Contract, and which Bid is the lowest and whether it is to the interest of the Owner to accept the Bid. If the lowest Bid exceeds the funds that are estimated by the Owner as available, the Owner reserves the right to eliminate any combination of the Bid alternatives or to reject all Bids. 19. Low Bid. The low Bid will be determined on the basis of the lowest Grand Total price listed in the Bid Proposal. Acceptance of the Bid Proposal and award of Contract does not relieve the Contractor from the responsibility of providing and installing materials that will comply completely with the Specifications. The Contractor shall be required to make complete material submittals of all items of material selected and the Owner reserves the right to reject all material not meeting the requirements of the Specifications. 20. Effective Date of Award. If a Contract is awarded by the Owner, such award shall be effective when formal notice of such award, signed by the authorized representative of the Owner, has been delivered to the intended awardee, or mailed to him at the main business address shown on his Bid, by some officer or agent of the Owner duly authorized to give such notice. 21. Execution of Agreement. Copies of the agreement in the number stated in the form of agreement, shall be executed by the successful Bidder, and returned, together with the required bonds and insurance, within 10 days from the Notice of Award of the Contract. Effective date of bonds shall be the same or later than the date of the agreement. 22. Failure to Execute Agreement and File Bonds and Insurance. Failure of a successful Bidder to execute the agreement and file required bonds and insurance within the required time shall be just cause for the annulment of the award. On failure of a successful Bidder to execute the agreement and file the required bonds and insurance within the required time, he shall forfeit his Bid security as agreed herein before. Upon annulment of an award as aforesaid, the Owner may then award a Contract to the next responsible selected Bidder. 23. Payment for Excess Costs and Liquidated Damages. The successful Contractor will be required to pay for the excess cost of field engineering and inspection and liquidated damages as defined in the General Conditions of the Contract. If extensions of time are granted by the Owner because of avoidable delays as therein defined, that time will not be subject to liquidated damages. Highline Water District - Contract Documents 21- 2714 -01 Crestview Elementary School Demolition 1 -5 July 1998 24. Commencement and Completion of Work. The successful Bidder shall commence work within 10 calendar days after receipt of Notice to. Proceed and shall complete all work in accordance with the terms and conditions of the Contract Documents within 40 working days. 25. Affidavit of Non- Collusion. The successful Bidder shall execute an Affidavit of Non - Collusion on the attached form that such Bid is not a sham or collusion and in no respect or degree is the Bid made in the interest or on behalf of any person, firm, or corporation not named in the Proposal containing such Bid. 26. Nondiscrimination in Employment. Contract for work under this proposal will obligate the Contractors and Subcontractors not to discriminate in employment practices. Bidders should submit with their Bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. Bidder must, if requested, submit a compliance report concerning their employment practices and policies in order to maintain their eligibility to receive the award of the Contract. Successful Bidders must, if requested, submit a list of all Subcontractors who will perform work on the project and written signed statements from authorized agents of the labor pools with which they will or may deal for employees on the work together with supporting information to the effect that said labor pools' practices and policies are in conformity with Executive Order No. 11246 and that said labor pools have failed or refused to furnish same prior to the award of this Contract. Successful Bidders must be prepared to comply in all respects with the Contract Provisions regarding nondiscrimination as set forth in the Labor Standards of these Specifications. Hlghllne Water District - Contract Documents Crestview Elementary School Demolition AGREEMENT THIS AGREEMENT made this day of , 19_, by the Highline Water District, herein called the Owner, and , hereinafter called the Contractor. ARTICLE I. SCOPE OF WORK. The Contractor shall perform, within the time stipulated, the Contract as herein defined, of which this agreement is a component part, and everything required to be performed and shall provide and furnish any and all labor, materials, tools, equipment, and utility and transportation services necessary to perform the Contract and complete in a workmanlike manner all of the work covered by the Contract in connection with the Owner's Crestview Elementary School Demolition project in strict conformity with the Plans and Specifications, including any and all Addenda issued by the Owner, and with the other Contract Documents hereinafter enumerated. It is agreed that said labor, materials, tools, equipment, and services shall be furnished and the Contract performed and completed subject to the approval of the Owner or its authorized representative. ARTICLE II. LUMP SUM PRICES. The Owner shall pay to the Contractor as full consideration for the performance of the Contract, an amount equal to the Lump Sum amounts as set forth in the bid. ARTICLE III. UNIT PRICES. The Owner shall pay to the Contractor as full consideration for the performance of the Contract, an amount computed upon the basis of the quantity of work actually performed at the unit prices as set forth in the bid. It is understood that the quantities stated are approximate only and are subject to either increase or decrease, and should the quantities of any of the items of work be increased, the Contractor shall perform the additional work at the unit prices set forth in the Bid and should the quantities be decreased, payment will be made on actual quantities installed at the unit prices set forth in the Bid and the Contractor will make no claim for anticipated profits for any increase or decrease in the quantities. Actual quantities will be determined upon completion of the work ( by the Engineer. ARTICLE IV. COMPONENT PARTS OF THIS CONTRACT. The Contract entered into 1 by the acceptance of the Contractor's Bid and the signing of this agreement consists of the following documents all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. 1. This Agreement 2. Change Orders 3. Addenda 4. Supplements to the WSDOT /APWA Standard Specifications and Special Provisions Highline Water District - Contract Documents Crestview Elementary School Demolition A -1 21-271401. July 1998 5. Contract Drawings 6. Standard Specifications (Division 1 through 9 of WSDOT /APWA Standard Specification, including APWA Supplement) 7. Other Standard Specifications Incorporated by Reference 8. Information for Bidders 9. Advertisement for Bids 10. Proposal 11. Performance Bond 12. Payment Bond 13. Notice of Award 14. Notice to Proceed In the event of any conflict or inconsistency between any of the foregoing documents, the conflict or inconsistency shall be resolved upon the basis of the numerical order. The document or documents assigned the smaller number or numbers being controlling over any document having a larger number in the numerical order set forth above. Provided, however, although the supplemental conditions incorporates Standard Specifications by reference, in case of conflict or inconsistency, these Standard Specifications have a numerical order as shown above. IN WITNESS WHEREOF, six (6) identical counterparts of this Agreement, each of which shall for all purposes be deemed an original thereof, have been duly executed by the parties hereinabove named, on this day and year first above written. DATED this Highline Water District By day of , 19 Attest: By District Clerk Approved as to form: By District Attorney Highline Water District - Contract Documents Crestview Elementary School Demolition :'2I- 271401 .July 1998 By: CONTRACTOR Title WITNESS, if individual or partnership ATTEST (if Corporation) By: By: By: Corporate Seal: Title High line Water District — Contract Documents Crestview Elementary School Demolition PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That we , the Contractor named in the Contract hereinafter referred to as PRINCIPAL, and , as SURETY, are held and firmly bound unto the State of Washington, and unto , hereinafter called and also being the OWNER named in said Contract, in the penal sum of United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, assigns, administrators and successors jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that Whereas, the PRINCIPAL, entered into a Contract with the OWNER, dated_ , 19 for work in connection with the OWNER'S Project in County of , State of Washington. AND THAT WHEREAS, the OWNER has a permit to construct upon certain roads and right -of -way of County, all of which construction is covered by the OWNER'S Contract with the PRINCIPAL. NOW, THEREFORE, if the PRINCIPAL shall well, truly and faithfully perform all of the provisions and fulfill all of the undertakings covenants, terms, conditions and agreements of said Contract during the period of the original Contract and any extensions thereof that may be granted by the OWNER, with or without notice to the SURETY; and during the life of any guaranty required under the Contract; and shall also well and truly perform and fulfill all of the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract that may hereafter he made; notice of which modifications to the SURETY being hereby waived; shall indemnify and save harmless OWNER from all cost and damage by reason of the PRINCIPAL'S default or failure to do so, and shall pay the State of Washington sales and use taxes, and amounts due said State pursuant to Titles 50 and 51 of the Revised Code of Washington then this obligation to be void, otherwise to remain in full force and effect. IN WITNESS WHEREOF, the above bonded parties have executed this instrument under their separate seals this day of , 19 , the name and corporate seal of each corporate party hereto affixed, and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. Corporate Seal Corporate Seal PRINCIPAL By: Title: ATTEST (If Corporation): By: Tide: SURETY By: Title: Hlghline Water District — Contract Documents Crestview Elementary School Demolition 1,D -1 21- 2714 -01 July 1998 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: that (Name of Contractor) (Address of Contractor) a , hereinafter called (Corporation, Partnership or Individual) Principal, and (Name of Surety) (Address of Surety) hereinafter called surety, are held and firmly bound unto Highline Water District (Name of Owner) P.O. Box 3867, Kent, Washington (Address of Owner) hereinafter called Owner, in the penal sum of Dollars, ($ ), plus Washington State sales tax, in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain Contract with the Owner, dated the day of , 19 , a copy of which is hereto attached and made a part hereof for the construction of: NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the work provided for in such Contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such work, and all insurance premiums on said work, and for all labor, performed in such work whether by subContractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. By: Witness as to Surety Attorney -in -Fact (Address) (Address) NOTE: Date of Bond must not be prior to date of Contract, . If Contractor is Partnership, all Partners should execute bond. IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. Highline Water District - Contract Documents 2!- 27!4.01 Crestview Elementary School Demolition LD -2 fitly 1998 CERTIFICATE AS TO CORPORATE PRINCIPAL 1, Certify that I am the of the corporation named as Contractor in the Agreement attached hereto; that who signed said Agreement on behalf of the Contractor, was then of said corporation; that said Agreement was duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope of its corporate powers. By: Title: State of: ) )ss County of: ) being duly sworn deposes and says that he is of (Name of Organization) Highline Water District - Contract Documents Crestview Elementary School Demolition Subscribed and sworn to before me this day of 19 . (Notary Public) My commission expires , 19_, CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that who signed the said Bond on behalf of the Principal was of said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and m behalf of said Corporation by authority of its governing body. Secretary or Assistant Secretary A copy of this bond shall be filed with the County Auditor. Highline Water District Contract Documents Crestview Elementary School Demolition CERTIFICATE OF INSURANCE ( This certifies to: Highline Water District, Kent, Washington, that the following described policies have been issued to: Insured Insured Address Address, Location of operations insured: Description of work: Policies and Insurees Worker's Compensation Bodily Injury Property Damage (Insurer) Policy No. Expir. Date Employer's Liability Comprehensive Each Person Each Occurrence General Liability Each Occurrence Aggregate COMBINED SINGLE LIMIT All policies are in effect at this time and will not be canceled, limited, or allowed to expire without renewal until after 30 days' written notice has been given to the Certificate Holder named on the top line. Any coverage afforded the Certificate Holder as an additional insured shall apply as primary and not excess to any insurance issued in the name of the Certificate Holder. (NOTE TO Contractor: Highline Water District and its authorized agents shall be named as additional insured for this policy.) Highline Water District - Contract Documents Crestview Elementary School Demolition LD -S 1 CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF STATUTORY RETAINED PERCENTAGE 1 A. I hereby elect to have the retained percentage of this contract held in a fund by the Highline Water District until forty -five (45) days following final acceptance of the work. 1 Signed 1 Date 1 B. I hereby elect to have Highline Water District invest the retained percentage of this contract from time to time as such retained percentage accrues and in accordance with RCW 60.28.010, .020, and .050. 1 1 I hereby designate as the repository for the escrow of said funds. I hereby further agree to be fully responsible for payment of all costs or fees incurred 1 as a result of placing said retained percentage in escrow and investing it as authorized by statute. 1 The Highline Water District shall not be liable in any way for any costs or fees in connection therewith. Signed 1 Date 1 1 Highline Water District - Contract Documents 21.2714-01 Crestview Elementary July 1998 School Demolition LD -6 INTENT TO PAY PR �V�AILING WAGES (Public Works Contract) Contract Number Date Bid Was Due Contract Awarding Agency Date Contract Awarded County in Which Work Performed Address Location Within County Prime Contractor Phone Contractor's Registration Certificate No. Do You Intend To Use SubContractors? Yes ❑ No ❑ In compliance with RCW 39.12.040 I, the undersigned, being a duly authorized representative of (Contractor or Subcontractor) (Address) do hereby certify that the following rates of hourly wage and hourly fringe benefits will be paid to all laborers, workmen and mechanics employed by me upon the public works project described above and that no laborer, workman or mechanic will be paid Tess than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department Labor and Industries. PLEASE NOTE: If apprentices are to be used they must be registered with the State Apprenticeship Council or they must be paid prevailing journeyman wages. CRAFT ESTIMATED NUMBER RATE OF OF WORKERS HOURLY PAY NOTE: Attach Additional Sheets as Needed. Subscribed and sworn to before me this day of 19 Notary Public in and for the State of Washington, residing in Washington. BEFORE FINAL SETTLEMENT can be made on any public works project, the prime Contractor and each and every subContractor must submit form 1.1 -700 -7 "Affidavit of Wages Paid" to the office charged with the disbursement of public funds. EACH AFFIDAVIT OF WAGES PAID MUST BE CERTIFIED BY THE INDUSTRIAL STATISTICIAN INDUSTRIES BEFORE IT IS SUBMITTED TO SAID OFFICER. RATE OF HOURLY FRINGE BENEFITS (Company Name) By For L & I Use Only By APPROVED Department of Labor & Industries Industrial Statistician Date OF THE DEPARTMENT OF LABOR AND PROGRESS PAYMENTS: Each voucher claim submitted to an owner by a Contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the pref.-tied statement or statements of intent to pay prevailing wages on file with the public agency. COMPLETE AND MAIL ENTIRE SET FOR APPROVAL TO: Employment Standards Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504 Ilighline Water District - Contract Documents 21- 2714 -01 Crestview Elementary School Demolition LD -7 July 1998 State of Washington )ss. County of ) AFFIDAVIT OF WAGES PAID On Public Works Contract STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Awarding Agency Contract Number Date Contract Awarded Date Contract Completed County in Which Work Performed Location within County Was a Statement of Intent Filed? Yes ❑ No ❑ In compliance with RCW 39.12.040 I, the undersigned, being a duly authorized representative of (Contractor or Subcontractor) (Address) do hereby certify that the following rates of hourly wage and hourly fringe benefits have been paid to the laborers, workmen and mechanics employed by me upon the project described above and that no laborer, workman or mechanic has been paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of Labor and Industries. List below each classification of labor employed by you upon the project described above and rate of hourly pay and hourly fringe benefits paid to each classification. In addition, if apprentices have been employed, list their names and /or registration numbers and their stages of advancement. Classification of Labor NOTE: Attach Additional Sheets as Needed. Rate of Hourly Pay Rate of Hourly Fringe Benefits Paid (Company Name) Subscribed and sworn to before me By (Title) This day of 19 Notary Public in and for the State of Washington, residing in Washington. INSTRUCTIONS: 1. Pursuant to RCW 39.12.040 copies of this form must be completed by the Contractor and each of his subContractors. 2. Complete this form In triplicate and have it notarized. 3. Submit all forms for certification to: Industrial Relations Division, Department of Labor and Industries, General Administration Building, Olympia, Washington 98504. 4. File a certified copy with the Awarding Agency. Contractors ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVITS of the SubcontractorS,. This is required by law and payments can not lawfully be made until such affidavits have been submitted. This space reserved for Director's Certification Highline Water District - Contract Documents Crestview Elementary School Demolition LD -8 21- 2714.01 July 1998 f REQUEST FOR RELEASE Dept. of Labor & Industries General Administration Bldg. Olympia, WA 98504 1 . THE UNDERSIGNED Contractor REQUESTS THAT THE PROPERTY OWNER/GENERAL Contractor BE NOTIFIED OF THEIR RELEASE FROM LIABILITY FOR INDUSTRIAL INSURANCE PREMIUMS ON THE FOLLOWING WORK- Name '. of Project Contract No. Location of Protect Description of Work Amount of Contract 1 Date Work Started 1 Date Work Completed 1 Property Owner /General Contractor 1 1 1 1 1 I I Address of Property Owner /General Contractor Were Subcontractors Used? Yes ❑ No ❑ IF YES, ATTACH A LIST SHOWING NAME, ADDRESS, CURRENT Contractor REGISTRATION NO., INDUSTRIAL INSURANCE ACCOUNT NO., NATURE OF WORK PERFORMED AND COMPLETION DATE. MATERIAL ONLY SUPPLIERS NOT TO BE INCLUDED. This Request Submitted by b General Contractor I Date I Industrial Insurance Account # ❑ SubContractor 1 I 1. i I Name of Firm Signed I Address I Title I ALL WORKER HOURS THROUGH THE COMPLETION DATE OF THIS PROJECT MUST HAVE BEEN REPORTED AND PREMIUM PAID THEREON BEFORE A RELEASE WILL BE ISSUED. THIS FORM MUST BE COMPLETED AND ALL INFORMATION FURNISHED BY PARTY REQUESTING RELEASE. SEND TO DEPARTMENT OF LABOR AND INDUSTRIES, INDUSTRIAL INSURANCE DIVISION, Contract COMPLIANCE UNIT, OLYMPIA, WA 98504. i- Highline Water District - Contract Documents Crestview Elementary School Demolition LD•9 BIDDER'S CHECKLIST The Bidder's attention is especially called to the following forms which must be completed in full as required and submitted collectively as the Bid Proposal package: 1. PROPOSAL The "Price Per Unit" and "Total Amount" must be shown in the spaces provided. 2. SCHEDULE OF VALUES FOR "Removal and Disposal of Asbestos" 3. BIDDERS'S PROPOSED SUBCONTRACTORS 4. BID DEPOSIT The "Bid Bond" form is to be completed by the Bidder and the surety company unless bid is accompanied by a certified check, postal money order, cash, or cashier's check. The amount of this deposit shall not be less than five percent of the total amount of the Bid Proposal and may be shown in dollars or on a percentage basis. S. NON - COLLUSION AFFIDAVIT 6. ASBESTOS ABATEMENT CONTRACTOR'S SUBMITTALS See Section 01010, Appendix B "Removal and Disposal of Asbestos Technical Specifications." The following forms are to be executed and submitted within ten (10) calendar days after award of Contract: 1. AGREEMENT This agreement to be executed by the successful Bidder in triplicate. 2. PERFORMANCE BOND To be executed by the successful Bidder and his surety company. 3. PAYMENT BOND To be executed by the successful Bidder and his surety company. 4. PROOF OF INSURANCE Copy of policy and appropriate endorsements. Highline Water District - Contract Documents Crestview Elementary School Demolition LD -10 21- 2714.01 July 1998 PROPOSAL SUBMITTAL SHEET PROPOSAL SUBMITTED BY: Contractor Address City State Highline Water District - Contract Documents Crestview Elementary School Demolition Zip . Code Phone DATE: TIME: 2:00 p.m. Highline Water District 32828 30th Avenue South P.O. Box 3867 Kent Washington 98032 PROPOSAL NON - COLLUSION AFFIDAVIT CERTIFICATE STATE OF WASHINGTON ) )ss COUNTY OF KING ) The undersigned, being duly sworn, deposes and says that the person, firm, association, co- partnership or corporation herein named has not either directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. I further acknowledge that by signing the Proposal signature page of this Proposal, I am deemed to have signed and have agreed to the provisions of this Non - Collusion Affidavit. Firm Name Authorized Member 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .Hlghline Water Dlstrlct - Contract pocuments, .. Crestview Elementary School Demolition LD42 ' PROPOSAL To: Highline Water District 1. Pursuant to and in compliance with your Advertisements for Bids and the other documents relating thereto, the undersigned Bidder, having familiarized himself with the terms of the project related to those items herein bid, being aware of the local conditions affecting the performance of a Contract covering the items bid, having knowledge of the cost of the work and the place where the work is to be done, having familiarized himself with the Contract Documents, hereby proposes and agrees to perform the work and /or to furnish the equipment, and to furnish any and all of the labor, materials, tools, expendable equipment, and all utility and transportation services necessary to perform a Contract covering any or all of those items herein bid and to complete in a workmanlike manner all work covered by the said Contract in connection with the Owner's Crestview Elementary School Demolition project for the amounts stated below. A. BID ITEMS SCHEDULE ITEM ESTIMATED NO. QUANTITY DESCRIPTION OF ITEM UNIT PRICE AMOUNT 1 Lump Sum Mobilization $ L.S. (Words) Lump Sum 2 Lump Sum Temporary Water Pollution /Erosion Control $ L.S. $ (Words) Lump Sum 3 Lump Sum Traffic Control $ L.S. (Words) Lump Sum 4 Lump Sum Clearing and Grubbing $ L.S. (Words) Lump Sum 5 Lump Sum Removal of Structure and Obstruction $ L.S. (Words) Lump Sum 6 Lump Sum Removal and Disposal of Underground Storage Tanks $ L.S. (Words) Lump Sum Highline Water District - Contract Documents Crestview Elementary School Demolition LD -13 21- 271401. July 1998 ITEM ESTIMATED NO. QUANTITY DESCRIPTION OF ITEM UNIT PRICE AMOUNT 7 100 CY Removal, Disposal, and Replacement of Contaminated Soil $ $ (Words) Per Cubic Yard 8 Lump Sum Removal and Disposal of Asbestos $ L.S. (Words) Lump Sum, 9 Lump Sum Lead Control $ L.S. (Words) Lump Sum 10 Lump Sum Removal and Disposal of PCB Ballast and PCB Remediation $ L.S. (Words) Lump Sum 11 Lump Sum Trimming and Cleanup $ L.S. $ (Words) Lump Sum 12 10 EA Potholing $ $ (Words) Per Each 13 1,350 LF Chain Link Fence Type 3 $ $ (Words) Per Lineal Foot 14 1 EA Double 20 Ft. Chain Link Gate $ (Words) Per Each 15 2 Acre Seeding, Fertilizing, and Mulching (Words) 16 25 Ton Quarry Spalls (Words) Per Acre Per Ton $ Highline Water District - Contract Documents 21- 271401 Crestview Elementary School Demolition LD -14 July 1998 ITEM ESTIMATED NO. QUANTITY DESCRIPTION OF ITEM UNIT PRICE AMOUNT 17 Total of Bid Items (1 -16) $ 18 Washington State Sales Tax @ 8.4% of Total $ 19 Total Bid (Items 17+18) $ 2. The undersigned Bidder hereby proposes and agrees to commence work under this Contract, if awarded to him, on or before ten (10) consecutive calendar days after receipt of the Owner's Notice to Proceed. The undersigned Bidder further agrees to plan and prosecute the work with such diligence that the work and portions thereof shall be completed in accordance with all specified milestones set forth in the Special Provisions. For each and every day any portion of the work remains incomplete after the Contract milestone completion dates specified therefore, the agreed liquidated damage to the Owner shall be two thousand dollars ($2,000 per day). There shall be no exceptions or revisions to the stated time schedules without written Notice from the Owner or as specifically provided in the Contract Documents. 3. The Owner reserves the right to delete all or any portion of the work as outlined in the Contract Documents. 4. The required bid security in the amount of $ is hereto attached. 5. It is understood that the Contractor is responsible for obtaining and completing all required government forms and for complying with all local, state and federal laws and regulations applicable to the work. 6. Receipt of the following Addenda to the Contract Documents is hereby acknowledged. Addendum Date of Receipt No. of Addendum Signed Acknowledgement 1 2 3 4 (Note: Failure to acknowledge receipt of the addenda may be considered an irregularity in the proposal.) Highline Water District - Contract Documents Crestview Elementary School Demolition LD -15 7. Notice of Acceptance of this Bid or requests for additional information should be addressed to the undersigned at the address stated below: Date: By: Phone: Federal Taxpayer Identification No.: Highline Water District - Contract Documents Crestview Elementary School Demolition PROPER NAME OF BIDDER ADDRESS SCHEDULE OF VALUES FOR REMOVAL AND DISPOSAL OF ASBESTOS The Contractor shall include with the bid proposal, the Schedule of Values for the lump sum unit price for "Removal and Disposal of Asbestos" as listed in the bid proposal. If contract quantities vary more than 10 percent above or below the quantities depicted in these documents, the following unit costs will be utilized: MATERIAL UNIT COST QUANTITY TOTAL PIPE LAGGING $ /LF PIPE FITTINGS $ /EA FLEXIBLE DUCT CONNECTORS $ /EA SHEET VINYL FLOORING (SVF) $ /SF w /MASTIC VAT AND MASTIC $ /SF CEMENT ASBESTOS BOARD $ /SF (CAB) DOOR KICK PANELS $ /EA SINKS w /BLACK $ /EA UNDERCOATING WINDOW PUTTY /GLAZING $ /LF COMPOUND PANELING MASTIC $ /SF CERTIFIED ASBESTOS $ /HR SUPERVISOR REGULAR TIME CERTIFIED ASBESTOS $ /HR SUPERVISOR OVERTIME CERTIFIED ASBESTOS WORKER $ /HR REGULAR TIME CERTIFIED ASBESTOS WORKER $ /HR OVERTIME MOBILIZATION $ /DAY TOTAL (must equal the Lump Sum Unit Price for "Removal and Disposal of Asbestos" as listed in the proposal) Highline Water District - Contract Documents 21- 2714-01 Crestview Elementary School Demolition LD -17 July 1998 BIDDER'S PROPOSED SUBCONTRACTORS The following list identifies categories of work and firms whose subc'ontract will exceed ten percent of the submitted bid price when the total bid price exceeds One Hundred Thousand Dollars ($100,000). This must be submitted with the Bid or within one hour after the published bid submittal time in order to fulfill the requirements of RCW 39.30.060. Contractor Contractor Firm Name Number Category Amount 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. CONTRACTOR By: (Authorized Official) (Date) (Title) Highline Water District - Contract Documents Crestview Elementary School Demolition 1 1 D48 21- 271401 July 1998 1 1 1 1 BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash or bid bond in the amount of $ , which amount is not less than five percent (5%) of the total bid. Signature BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, , as Principal, and , as Surety, are held and firmly bound unto the Highline Water District as Obligee in the penal sum of dollars for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED, AND DATED this day of Principal Surety , 19 On this day of , 19 , received return of deposit in the sum of, Highline Water District - Contract Documents Crestview Elementary School Demolition SPECIAL PROVISIONS. A. Standard Specifications The "1998 Standard Specifications for Road, Bridge, and Municipal Construction" prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association (APWA) and all amendments thereto, including the "Division One Supplement ", shall be hereinafter referred to as the "Standard Specifications" together with the laws of the State of Washington and the ordinances of the City of Tukwila and the City of SeaTac, so far as applicable, are hereby included in these Specifications and shall apply as though quoted in their entirety. A copy of these Standard Specifications is on file in the office of the Engineer, Parametrix, Inc., 1231 Fryar, Sumner, Washington 98390, where they may be examined by any interested party. B. Special Provisions The following Special Provisions replace, amend, or supplement the Standard Specifications. All provisions of the Standard Specifications, which are not so amended, replaced, deleted, or supplemented, remain in full force and effect. In case of conflict, the Special Provisions shall take precedence over the Standard Specifications. Highline Water District Contract Documents Crestview Elementary School Demolition AMENDMENTS TO THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS The following Supplements and Special Provisions supersede any conflicting provisions of the 1998 Standard Specifications for Road, Bridge, and Municipal Construction and are made a part of this Contract. Section 1 -01 through Section 1 -09 refer to the WSDOT /APWA Standard Specification, 1 -99 APWA Supplement to Division One unless otherwise noted. INTRODUCTION The following Special Provisions supersede any conflicting provisions of the Standard Specifications: DIVISION 1 GENERAL REQUIREMENTS 1 -01 DEFINITIONS AND TERMS 1 -01.3 Definitions Department, Department of Transportation Substitute with the following: The words "Department or Department of Transportation" shall refer to the Owner; the Highline Water District, 32828 30th Avenue South, P.O. Box 3867, Kent, Washington 98032. Engineer Substitute with the following: The word "Engineer" shall refer to the Highline Water District and their authorized representatives, acting either directly or indirectly as authorized agents of the Owner. Laboratory Substitute with the following: The word "Laboratory" shall refer to the official laboratories of the Highline Water District, or other laboratories the Owner authorizes to test work, soils, and materials. Highline Water District - Contract Documents 21- 2714.01 Crestview Elementary School Demolition SP -2 July 1998 Secretary, Secretary of Transportation Substitute with the following: All reference to the words "Secretary or Secretary of Transportation" shall refer to the Highline Water District Board of Commissioners or their authorized representatives. State Substitute with the following: The word "state" shall refer to the Owner; the Highline Water District, 32828 30th Avenue South, P.O. Box 3867, Kent, Washington. When in reference to a state law or code, "state" shall remain in effect. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.2 Plans and Specifications Delete and replace this section with the following: Copies of the Plans and Specifications will be on file and available in the office of the Highline Water District, which is located at 32828 30th Avenue South, Kent, Washington 98032, or at the offices of the Engineer, Parametrix, Inc. Bid documents may be obtained from Parametrix, Inc. 1231 Fryar Avenue, Sumner, Washington by payment of the amount set forth in the Notice to Bidders. After award of the Contract, Plans and Specifications will be issued without charge on the following basis: To Prime No. of Basis for Prints Issue Half -size Plans 4 Furnished automatically upon (11"x17") and award Special Provisions To Subcontractors No. of Basis for and Suppliers Prints Issue Large Plans 2 Furnished only upon request (22 "x34 ") and by the Prime Contractor for Special Provisions an approved subcontractor or material supplier. Additional copies of the Contract Documents may be obtained on request by paying the actual cost of reproducing the Contract Documents or Plans. Highline Water District - Contract Documents Crestview Elementary School Demolition SP -3 The Contractor shall keep one copy of the Contract Documents on the project, in good order, available to the Owner /Engineer and to his representatives. All Plans, Drawings, Specifications, and copies thereof furnished by the Owner are his property. They are not to be used on other work and, with the exception of the signed Contract set, are to be returned at the completion of the work. One site plan, school construction reference drawings, Phase I Environmental Site Assessment prepared by Geo Group, and a supplemental asbestos survey completed by Pacific Rim Environmental have been included at the end of this document to assist Contractor's understanding of the scope of work, show the designated demolition area, and indicate temporary site improvements to be constructed. Information on both subsurface fuel tanks is contained in the Phase I Environmental Site Assessment prepared by Geo Group and contained in Appendix A. Additional information on asbestos present in the school building, lead -based paint, and the presence of electrical transformers containing PCBs is outlined in the Pacific Rim Environmental supplemental report, Appendix A. Only portions of the original School and School Addition design drawings were reproduced within this set of contract documents. Reproductions of the remainder of the design drawings are available for review at the Highline District Office, Kent, Washington, or at the office of Parametrix Inc., Sumner Washington. 1 -02.4 Examination of Plans, Specifications, and Site of Work 1- 02.4(1) General Add the following to the end of Section 1- 02.4(1): The Contractor shall verify the locations and elevations of existing pipelines, structures, grades, and utilities prior to construction. The Owner assumes no responsibility for any conclusions or interpretations made by the Contractor on the basis of the information made available. The Contractor shall be responsible for any breakage of the existing utilities or services, publicly or privately owned, resulting from his operations, and shall hold the Owner and its agents harmless from any claim resulting from disruption of or damage to the same. 1- 02.4(2) Subsurface Information Limited subsurface information is provided in the Phase I Environmental Site Assessment prepared by Geo Group, contained in Appendix A. Highline Water District - Contract Documents 21- 2714 -01 Crestview Elementary School Demolition SP -4 July 1998 1 -02.5 Proposal Forms Delete the first sentence of this section and replace with the following: Proposal forms are included in the Legal Documents section of these Contract Specifications. 1 -02.8 Non - Collusion Certificate Delete and replace this section with the following: As a condition precedent to award of the Contract for this work, there shall be filed a sworn statement executed by, or on behalf of, the person, firm, association, or corporation that he (they) has (have) not either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such Contract. This sworn statement shall be in the form of an affidavit executed and sworn to by the successful Bidder before a person who is authorized by the Laws of this State to administer oaths (see page LD -11). The original of such sworn statement shall be filed with the Highline Water District prior to the award of the Contract. The Non - Collusion Certificate will be a part of the Bid Proposal. By signing this Proposal, the Bidder will be deemed to have signed and agreed to the provisions of the Non - Collusion Certificate. 1 -02.9 Delivery of Proposal Delete the first paragraph of this section and replace with the following: Each Proposal shall be found in the Contract Specifications and submitted in a sealed envelope marked clearly "Sealed Bid for the Highline Water District - Crestview School Demolition." Bid packet submitted shall, at a minimum, include all items listed in the Bidder's Checklist. 1 -02.16 Addenda and Interpretations of Documents (New Section) No interpretation of the meaning of the Plans, Specifications or other Pre -Bid Documents will be made to any Bidder orally. Every request for such interpretation shall be submitted in writing, addressed to the Engineer, and to be given consideration, shall be received at least ten (10) days prior to date fixed for Bid Opening. Any and all such interpretations and any supplemental instructions will be in the form of written Addenda to the Specifications which, Highline Water District - Contract Documents Crestview Elementary School Demolition SP -5 21- 2714 -01 July 1998 if issued, will be mailed or otherwise delivered to each prospective Bidder. Failure of any Bidder to receive any such Addendum shall not relieve such Bidder from any obligation under his Bid as submitted. All Addenda so issued shall become a part of the Contract Documents. 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.4 Contract Bond Supplement this section with the following: The Contract Bond for this project shall remain in full force and effect for a period of one (1) year following acceptance by the Owner. The bond shall be executed by a surety company authorized to do business within the state of Washington, and it shall be subject to the approval of the Owner. 1 -03.8 Pre - Construction Conference (New Section) The Contractor shall be required to attend a pre - construction conference to be held prior to the commencement of work. The Contractor's project supervisory personnel should attend said conference. The time and place of the conference shall be mutually agreed upon by both parties. 1 -04 SCOPE OF WORK 1 -04.3 Project Description (New Section) This project shall consist of the following described work: The work includes providing all labor, equipment, materials and subconsultants licensed for the specific work required under this contract. Principal items of work include: • Construction of a 6- foot -high chainlink fence, double gate, and silt fence, all of which are to remain in place after construction is completed. • Removal of asbestos material within the existing school structure. • Removal and disposal of two underground fuel storage tanks depicted on the Contract Drawings. • Removal and disposal of electrical transformers that contain PCBs. • Demolition and removal of the existing school building, including foundation and vertical service lines. Highline Water District - Contract Documents 21- 2714 -01 Crestview Elementary School Demolition SP -6 July 1998 • Regrading the existing site to provide a level surface, including backfilling and compacting excavations for the fuel tanks and building foundations. The work shall be accomplished to conform to these Specifications and to the limits shown on the Plans or as indicated by the Engineer. 1 -05 CONTROL OF THE WORK 1 -05.4 Conformity with and Deviations from Plans and Stakes Replace the first sentence of the section with the following: The Owner will lay out and set construction stakes for the horizontal position of the "Fence" corners only. Delete the last sentence of the last paragraph and substitute with the following: The request for these stakes shall be made to the Owner at least five working days prior to the need to commence operations. The Contractor shall take full responsibility for detailed dimensions measured from them. If stakes are destroyed, the Contractor will be responsible to pay for restaking. 1 -06 CONTROL OF MATERIALS 1 -06.2 Acceptance of Materials 1- 06.2(1) Samples and Tests for Acceptance Supplement this section with the following: Within five days after the award of Contract, the Contractor shall submit to the Engineer documentation of materials proposed for installation under this Contract. Documentation may include standard catalog information, sieve analysis, or other appropriate information prepared by the materials supplier. The Contractor shall note any deviations from the Contract Plans. The Contractor shall also provide documentation that certifies that the subcontractor is qualified in the State of Washington for the removal and disposal of asbestos, fuel tanks, and transformers containing PCBs. The Contractor shall review and sign all documentation sent by suppliers to certify that he has reviewed the documentation. The Contractor shall submit six copies of the documentation to the Engineer for review and approval. Highline Water District - Contract Documents 21.2714.01 Crestview Elementary School Demolition SP -7 July 1998 Following review, the Engineer will indicate appropriate action to be taken by the Contractor and return three copies to the Contractor. In the event that revisions are required, the Contractor shall follow the same procedure for the resubmittal as for the original submittal. The Contractor shall allow the Engineer five days for each review. The Contractor shall be responsible for insuring that items submitted for shop drawing submittal meet the requirements of the Contract Documents and that the Shop Drawings information is complete and accurate. For each item requiring Shop Drawing submittal, the Engineer will make up to two reviews at no cost to the Contractor. If a third review is required, the expense of that review and any subsequent reviews will be borne by the Contractor. The Contractor will be billed at the Engineer's current rate. Approval of Shop Drawings by the Engineer is only for general conformance with the design concept of the product and general compliance with the information given in the Contract Documents. Any action shown is subject to the requirements of the Plans and Specifications. The Contractor is responsible for dimensions which shall be confirmed and correlated at the job site, coordination of his work with that of all other trades and the satisfactory performance of his work. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.2 State Taxes Section 1 -07.2 of the Standard Specifications is supplemented with the following: The work to be performed under this Contract constitutes a "retail sale" as such term is defined in Revised Code of Washington (RCW) 82.04.050, and portions of the Contract price are subject to the state of Washington retail sales tax. The Owner will pay retail sales tax on each progress payment and final payment to the Contractor for transmittal by the Contractor to the Washington State Department of Revenue. The Contractor shall, at the time of making payment of sales tax, identify the work as having been performed within the City of Tukwila as to all work actually performed for the Highline Water District. Except for the state retail sales tax on the appropriate unit Contract item, as specified above, the Contractor shall pay all other taxes, penalties, charges and assessments related to the work or to the Contractor's operation and all such taxes, penalties, charges, and assessments shall be included in the Bidder's Bid price(s) for the work under this Contract. No adjustment will be made in the amount to be paid by the Owner under this Contract because of any misunderstanding by or lack of knowledge of the Bidder/ Contractor as to liability for, or the amount of, any taxes for which the Bidder/ Contractor is liable or responsible by law or under this Contract or because of any increases in tax rates imposed by any federal, state, or local government. Highline Water District - Contract Documents 21- 2714.01 Crestview Elementary School Demolition SP -8 July 1998 Ij 1 -07.6 Permits and Licenses Add the following: Contractor shall obtain all necessary permits, and pay all permit fees, required for the demolition with the exception of the City of Tukwila Demolition Permit. 1 -07.15 Temporary Water Pollution Control Supplement this section with the following: A temporary water pollution control plan will be required from the Contractor. The Temporary Water Pollution Control Plan shall employ Best Management Practices as outlined in the DOE Stormwater Management Manual, "Erosion and Sediment Control," Volume II. As set forth in Section 1 -07.14 of the Standard Specifications, the Contractor will be responsible throughout the life of the project to take all necessary precautions to prevent pollution, erosion, siltation, and related damage to property. Temporary water pollution control measures shall be taken in accordance with Section 1 -07.15 of the Standard Specifications and pertinent details on the plans and in these Special Provisions. All silt should be contained within the construction area. 1- 07.15A Silt Fence (New Section) Soil separator fabric shall be used as a filter blanket for silt fences as shown on the Plans. The fabric vendor must furnish a certificate or affidavit attesting that the fabric meets all the requirements stated in these Specifications. Upon completion of the project or when directed by the Engineer, the silt fence shall remain in place for Phase II construction. 1- 07.15(B) Measurement and Payment All costs for material, labor, tools, and equipment to develop and implement a temporary water pollution control plan as outlined in these specifications including Section 8 -01 and shall be included in the lump sum contract bid price for "Temporary Water Pollution/Erosion Control," including silt fence, gravel to anchor fabric, and any other measures necessary to implement an approved water pollution control plan, including maintenance, removal, and disposal. No further compensation will be made. Highline Water District - Contract Documents Crestview Elementary School Demolition SP -9 21-2714-01 July 1998 1 -07.16 Protection and Restoration of Property 1- 07.16(5) Utility Service (New Section) The Contractor shall maintain the operational service of water distribution line during demolition of the school. 1- 07.16(6) Restoration of Property (New Section) The Contractor shall protect property in the vicinity of the work site and in instances of destruction or damage outside the construction limits, restore the item to pre - construction condition at no additional cost to the District. 1 -07.17 Utilities and Similar Facilities Section 1 -07.17 of the Standard Specifications is supplemented by the following: Locations and dimensions shown in the plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The Contractor shall protect all private and public utilities from damage resulting from the work. The Contractor shall call the utility relocation center (one -call center) at 1- 800 - 424 -5555, for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground facilities, unless otherwise agreed upon in writing by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state or federal holiday. The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the Contractor incurred as a result of this law shall be at the Contractor's expense. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. 1 -07.18 Public Liability and Property Damage Insurance Supplement Section 1 -07.18 with the following: The Contractor shall, before commencing work on said project, file with the District, certificate of certificates of insurance on a form acceptable to the District showing insurance coverage in force prior to or at the start of construction and including the District and its agents as an additional named insured. Highline Water District - Contract Documents 21- 2714 -01 Crestview Elementary School Demolition SP -10 July 1998 Add the following: The issuing insurance company shall have a Best's Insurance Guide rating of not less than A VII. Owner shall be given forty -five (45) days prior written notice by certified mail of any cancellation, reduction, or modification. Insurance Requirements - No prime Contractor shall commence work under this agreement until all the insurance required hereunder has been obtained and such insurance has been approved by the Owner. Approval of the insurance by the Owner shall not relieve or decrease the liability of the Contractor hereunder. Hold Harmless Agreement - The Contractor shall protect, defend, indemnify, and save the Owner harmless from and against any damage, costs, or liability for injury or death to persons or damage to or destruction of property arising out of the work performed under this Contract, even if any such claims are groundless and /or fraudulent. Bodily Injury and Property Damage Liability Insurance - The Contractor shall take out and maintain during the life of this Contract complete liability insurance for bodily injury and property damage liability on his own operations and vehicles, on work he may sublet to others and on the hold harmless agreement set out herein and in the amounts as specified below. Certificate of Insurance - The Contractor shall furnish the Owner with satisfactory proof in duplicate that he does carry or has obtained such insurance as outlined in this Section. All policies and certificates must be signed copies and shall contain a clause agreeing that such insurance cannot be materially altered or canceled without first giving thirty (30) days written notice to the Owner. Such policies or certificates shall contain a clause acknowledging that the hold harmless agreement of this Contract is so insured, and that Contractor's insurance will be primary. Insurance - The Contractor shall carry compensation insurance sufficient to protect the I District against any claims arising under the Workmen's Compensation Safety Act of the Sate of Washington. The Contractor is also required to carry comprehensive public liability insurance in not less than the following minimum amounts. 1. Workmen's Compensation - All employees of Contractor and Subcontractor are to be insured under Washington State Industrial Insurance. Contractor shall also be required to carry Stop Gap Liability Insurance, $500,000 each occurrence, each accident. 2. Comprehensive General Liability A. "Bodily Injury and Property Damage Liability" - Include Premise and Operations, Independent Contractors, (Protective Liability), Completed Operations and Products, Contractual, Combined Single Limit of $1,000,000 per occurrence, with a per project aggregate limit of $2,000,000, Highline Water District - Contract Documents 21. 2714 -01 Crestview Elementary School Demolition SP -11 July 1998 B. Comprehensive Automobile Liability 1) "Bodily Injury and Property Damage Combined Single Limit $500,000." C. In addition, the Contractor shall maintain a true umbrella policy which provides excess limits over the primary layer, in an amount not less than $5,000,000. D. Company or Companies affording coverage required under this Sub - Paragraph shall possess a rating of "A" or better and a Best's financial rating of no less than VII and be admitted insurer or insurers by the State of Washington. E. Four copies of insurance certificates of AIA Document G705, Certificate of Insurance shall be filed with Owner, Highline Water District prior to commencement of the Work. These certificates shall contain the following additional provision: 1) Highline Water District named as additional insured. 2) Coverages afforded under the policies will not be canceled until at least thirty (30) days prior written notice has been given to the Owner. The City of Tukwila will perform inspections prior to demolition, at mid - demolition, and after work is completed. The Contractor shall name the Highline Water District, Parametrix, and the City of Tukwila or their agents insured within the Contractor's policy. 1- 07.23(3) Noise Control (New Section) All equipment shall be designed and selected to be free of objectionable noise and vibration. All equipment shall comply with applicable sections of City of Tukwila Noise Control Ordinance. Engine- driven equipment shall be equipped with mufflered exhaust and, where appropriate, air intake silencers designed for the maximum degree of silencing. The type of silencer required is that for use in critical noise problem locations such as residential and school areas. 1 -07.28 Responsibility for Damage; Indemnification (New Section) The Contractor hereby agrees to save the District harmless from all loss or damage occasioned to the District or to any third person by reason of any acts or admissions on the part of the Contractor, subcontractors, agents, employees, or persons working directly or indirectly in the performance of the Contract, including acts or omissions attributable jointly the District, its officers, agents or employees, and shall, after reasonable notice thereof, defend and pay the Highline Water District — Contract Documents 21- 2714 -01 Crestview Elementary School Demolition SP -12 July 1998 expense of defending any suit which may be commenced against the District by any third person alleging injury by reason of such acts of omissions, and will pay any judgment which may be obtained against the District in such suit. The Contractor agrees to repair and replace all property of the District and all property of others damaged by himself, his employees and subcontractors and agents. It is understood that the whole of the work under this Contract is to be done at the Contractor's risk, and that he has familiarized himself with the conditions of excavation, backfill, materials, climatic conditions and other contingencies likely to affect the work and has made his bid accordingly and that he is to assume the responsibility and risk of all loss or damage to materials of work which may arise from any cause whatsoever prior to completion. In addition to the amounts required by RCW 60.28 to be withheld from the progress or retained percentage payments to the Contractor, the District may in its sole discretion withhold any amounts sufficient to pay any claim of which the District may have knowledge and regardless of the informalities of notice of such claim arising out of the performance of this Contract. The term "claim" shall not include any claim by persons furnishing supplies or performing labor for the Contractor. The amount may be withheld by the District until either the Contractor secures a written release from the claimant, obtains a court decision that such claim is without merit, or satisfies any judgment in favor of the claimant on such claim. The District shall not be liable for interest during the period the funds are so held. 1 -08 PROSECUTION AND PROGRESS 1 -08.3 Progress Schedule Contractor shall submit a schedule prior to the start of demolition. Progress schedule shall be presented in a CPM format. Schedule shall be updated if schedule varies by more than one week. 1 -08.5 Time of Completion Delete Section 1 -08.5 and replace with the following: The Contractor shall complete all Contract work including trimming and cleanup as specified within 40 working days. The Contract time shall start 10 calendar days after receipt of the written Notice to Proceed, or the first day of construction, whichever is first, unless otherwise extended by the Engineer in accordance with Section 1 -08.8. Work hours shall be limited to week days only, between the hours of 7:30 a.m. and 5:30 p.m. unless otherwise approved in advance by the District. Highline Water District - Contract Documents Crestview Elementary School Demolition SP -13 21- 2714 -01 Jury 1998 1 -08.11 Compensation for Overtime Work (New Section) Add the following section: The Owner reserves the right to charge the Contractor and may deduct from periodical and final payment, labor expenses attributed to administrative, engineering, and inspection work incurred by the Owner for overtime work associated with the project construction. The Contractor shall pay to the Owner the costs of certain engineering and inspection expenses in the event that the Owner should grant an extension(s) of time because of avoidable delay. The amount of said expenses shall be computed and determined on the basis of an itemized schedule of engineering and inspection labor charges determined for the actual hours of labor performed beyond a 40 -hour work week, or beyond the scheduled date of completion. 1 -09 MEASUREMENT AND PAYMENT 1 -09.9 Payments Supplement this section with the following: "Basis of Payment." In consideration of the faithful performance of all the covenants, stipulations, and agreements of this Contract to be kept and performed by the Contractor, the Owner covenants and agrees to pay the Contractor the amount Bid as adjusted when so stipulated in the Contractor's Proposal for the work actually performed as determined by the final estimate of the Engineer, less any deductions for failure to complete the work within the time specified; and less any deductions for claims and damages paid by the Owner due to acts or omissions of the Contractor and for which he is liable under this Contract. Items of work clearly indicated in the Plans as work under this Contract but for which an item has not been set forth in the Proposal shall be included in other items of work. Failure to do so will not relieve the Contractor of his responsibility to perform the work indicated and no other compensation will be allowed. 1- 09.9(2) Retainage Supplement this section with the following: There will be reserved and retained from monies earned by the Contractor, as determined by the progress estimates, a sum equal to 5% (five percent) of the subtotal of all progress payments. Withholding, management, and release of such retained monies shall be in accordance with the provisions of RCW 60.28. The Contractor will be entitled to payment of the retainage 30 days after final acceptance of the work. The Owner may retain such sums as necessary for all incomplete or Highline Water District - Contract Documents 21- 2714.01 Crestview Elementary School Demolition SP -14 July 1998 defective work or unsettled claims of the Owner or third parties against the Contractor. As a condition of payment, the Owner may require sufficient evidence that all indebtedness of the Contractor connected with the work has been paid and may require releases and waivers of liens, in form satisfactory to the Owner, from all parties performing the work. 1 -09.14 Estimated Quantities (New Section) The estimated quantities shown in the Bid forms are estimates only, being given only as the basis for the comparison of bids, and the Owner does not warrant, expressly or by implication, that the actual amount of work will correspond therewith. The right to increase or decrease the amount of any class or portion of the work, or to make changes in the work required as may be deemed necessary is reserved by the Owner as provided elsewhere in these Specifications. The basis of payment will be the actual unit Bid items of work performed and measured in accordance with the Contract. All prospective Bidders should note that certain Bid items may be included in the Bid Form to establish a unit price should the use of those items become necessary during construction. Allowance will not be made for loss of anticipated profits or additional compensation should the use of these items be deemed unnecessary. 1 -10 TRAFFIC CONTROL Supplement this section with the following: At the pre - construction conference, the Contractor shall submit to the Engineer a traffic control plan. This plan shall delineate temporary driving lanes, detours, signing, and the overall method of traffic control. If the method of traffic control is deemed unsatisfactory by the Engineer, the Contractor shall immediately update the traffic control plan and place into effect any revisions to that plan. The Contractor shall not begin work until the traffic control plan has been approved in writing by the Engineer. Access to the Tukwila City Park shall be maintained at all times. The traffic control plan shall include the requirements that all construction traffic exiting the project site shall immediately proceed south on 42nd Avenue S to the intersection of Military Road and 42nd Avenue S. The Contractor shall define the haul route from the intersection of Military Road and 42nd Avenue S to the disposal site(s) within the traffic control plan. Construction traffic entering the site shall be routed through the intersection of Military Road and 42nd Avenue S, then north on 42nd Avenue S to the project site entrance. The Contractor shall be responsible to obtain and pay for all haul permits required as a result of this Contract. If the Owner must maintain any traffic control or signing, the Contractor shall be billed for time and rental of any equipment used. All barricades and signs must be approved or equal to the Washington State Highway Standards. All persons working on the roadway shall wear proper safety wear at all times, including hard hats and traffic safety vests. Highline Water District - Contract Documents 21- 2714 -01 Crestview Elementary School Demolition SP -15 July 1998 The Owner shall not be held liable for any claims resulting from accidents or damages caused by the Contractor's failure to comply with traffic and public safety regulations during the construction period. If operations of the Contractor are shown to significantly impede traffic flow during peak hours of traffic, the Engineer shall have the authority to restrict the Contractor to time of operation. All equipment, including clothing for flaggers, signs, barricades, channelization devices, and any other materials necessary to maintain proper traffic control, shall be provided and maintained by the Contractor at his expense. 1- 10.3(7) Maintenance for Traffic (New Section) The Contractor shall be responsible at all times for the maintenance of streets, park access road, and other utilities affected by construction operations. Debris and rubbish shall not be permitted to accumulate and all premises shall be maintained in a neat and workmanlike condition. In the event that the Contractor fails to conform to these requirements, the Owner shall have the right to have the work done by others and the cost will be deducted from the monies due the Contractor. The Contractor shall provide and maintain, in a safe and acceptable condition, approaches and intersections with roads, streets, businesses, parking lots, residences, garages, etc. It is the intent of these Contract documents that public traffic shall be permitted to access the City Park with minimum delay. The Contractor shall at all times keep existing roads and streets adjacent to or within the limits of the project open to and maintained in a good and safe condition for traffic as determined by the Engineer. When construction operations are such that debris from the work is deposited on the streets or Park access road, the Contractor shall, as a minimum, remove on a daily basis, any deposits or debris which may accumulate on the roadway surface. Should daily removal be insufficient to keep the streets clean, the Contractor shall perform removal operations on a more frequent basis. If the Engineer determines that a more frequent cleaning is impractical or if the Contractor fails to keep the streets free from deposits and debris resulting from the work, the Contractor shall, upon order of the Engineer, remove all deposits from the tires or between wheels before trucks or other equipment will be allowed to travel over paved streets. Should the Contractor fail or refuse to clean the streets, trucks, or equipment in question, the Engineer may order the work suspended at the Contractor's risk until compliance with the Contractor's obligation is assured. Alternately, the Engineer may order the streets in question cleaned by others and such costs incurred by the Owner in achieving compliance with these contract requirements, including cleaning of the streets, shall be deducted from monies due or to become due the Contractor on monthly estimates. The Contractor shall have no claim for delay or additional costs should the Engineer choose to suspend the Contractor's work until compliance is achieved. Highline Water District - Contract Documents 21- 2714.01 Crestview Elementary School Demolition SP -16 July 1998 All cost incurred by the Contractor to implement the detour plan and maintain traffic shall be considered incidental to bid item: Traffic Control. 1 -10.5 PAYMENT Payment will be made under: 1. "Traffic Control," lump sum. The Iump sum contract price shall be full pay for all cost not covered by other specific pay items in the bid proposal for preparation of a traffic control plan, obtaining and paying for haul permit(s), and for furnishing, installing, maintaining, or removing traffic control devices. The Contractor shall provide and maintain, in a safe and acceptable condition, approaches and intersections with roads, streets, parking lots, residences, garages, etc. No other payment will be made under this section. END OF DIVISION 1 Highline Water District — Contract Documents Crestview Elementary School Demolition DIVISION 2 EARTHWORK 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.1 Description Delete the first and fourth paragraphs of this section and replace with the following: The Contractor shall clear, grub, and clean up those areas shown on the Contract Plans which are required for the execution of construction activities. 2 -01.2 Disposal of Usable Material and Debris Delete the third paragraph of this section and replace with the following: Refuse and debris shall be hauled to a waste site secured by the Contractor and shall be disposed of in such a manner as to meet all requirements of state, county, and municipal regulations regarding health, safety and public welfare. Unless otherwise specified, waste sites shall be provided by the Contractor. Borrow and waste sites shall be operated in such a manner as to meet the grading, safety, and health requirements of the state, county and local political subdivision. Sites, operations, or results of such operations, which create a definite nuisance problem, or which result in damage to public or private properties, will not be permitted. Copies of permits for borrow and waste sites, and reclamation plans for pits shall be furnished to the Engineer by the Contractor. The Contractor shall submit to the Engineer at the pre - construction conference a list of waste and borrow sites the contractor purposes to use during the course of construction. The list shall identify, in addition to each location, the estimated quantities and type of material to be wasted at, or removed from each site. Should additional or alternate sites become necessary during the life of the Contract, the locations and preceding information for each site shall be submitted to the Engineer for approval, prior to their use. Waste and borrow sites and their operation shall be at all times subject to the Engineer's approval. No waste or borrow site shall be utilized by the Contractor until the proper grading permits and property owner agreements have been obtained by the Contractor and copies submitted to the Engineer. Sites utilized by the Contractor without a legal grading permit, an agreement from the property owner, and approval of the Engineer will be considered unauthorized. All costs and expenses involved in securing, operating, and maintaining any waste or borrow site (including final cleanup and any erosion or anti- pollution controls required in the permits, property owner agreements, grading regulations, and other contract documents will be considered as incidental to the Contract and such costs and expenses shall be included in the Contract prices for the various pay items shown in the Bid Form, Highline Water District - Contract Documents 21- 271401 Crestview Elementary School Demolition SP -18 July 1998 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 -02.1 Description Supplement this section with the following: The work shall consist of the demolition and removal of the Crestview Elementary School and all associated surface and underground improvements within the "Clearing and Grubbing, and Removal of Structures and Obstruction Area" shown on the Contract Plans. The demolition of the existing school structure does require removal and proper disposal of the following items: • Asbestos • Two underground fuel tanks • Electrical transformers containing PCBs • Steel structural members containing lead -based paints The extent to which these materials are present within the school building have been outlined in Appendix A, Phase I Environmental Site Assessment prepared by Geo Group, and supplemental field review prepared by Pacific Rim Environmental. In addition to these studies, portions of the original design drawings for the Crestview School have been contained within the Drawings portion of this Contract Document. Copies of the remaining original construction drawings are available for review at the office of Parametrix, Sumner, Washington, and the office of the Highline Water District, Kent, Washington. 2 -02.2 Salvage Identification (New Section) Items to be salvaged by the Contractor and given to the Highline Water District include the following: 1. Three -inch water meter, see contract site plan 2 -02.3 Construction Requirements Add the following: Construction debris resulting in the demolition of the school building shall be disposed of in a King County approved debris facility. Highline Water District - Contract Documents Crestview Elementary School Demolition SP -19 2- 02.3(1) Removal of Buildings Add the following: 1. Removal of foundations shall include the floor slab and vent ducts encased in concrete. 2. Grade the existing site within the fence boundary in order to generate sufficient native material for backfill of foundation, ventilation ducts, and fuel tank excavations. 3. Remove and dispose of all asbestos- containing material from the building prior to demolition. Asbestos removal shall meet requirements of Section 2- 02.3(4). 4. Remove and dispose of two underground fuel tanks as shown on the original design drawings and the Contract Plan, and in accordance with Section 2.02.3(5). 5. Remove electrical transformers containing PCBs in accordance with Section 2.02.3(6). 6. Existing service lines and appurtenances including gas, sanitary sewer, storm drainage, and water shall be removed with the following limitation: all vertical services lines shall be removed and capped as shown on the Contract Drawings and accompanying figures. All horizontal services lines less than one foot in depth to the invert of the pipe shall also be removed and capped at the limits of removal. 2- 02.3(3) Removal of Pavement, Sidewalks, and Curbs Amend as follows: 1. Haul broken -up pieces to some off - project site. 2- 02.3(4) Removal and Disposal of Asbestos (new section) Technical specifications for removal and disposal of asbestos is contained in Appendix B and is a component of this Specification. Measurement and Payment for removal and disposal of asbestos is contained in Section 2 -02.5. 2- 02.3(5) Removal of Underground Storage Tanks (New Section) This work includes underground fuel storage tank (UST) cleaning and rinsate disposal, UST excavation and disposal, buried pipe removal, soil disposal, backfilling, and general UST site restoration. Highline Water District - Contract Documents 21.2714.01 Crestview Elementary School Demolition SP -20 July 1998 2- 02.3(5)A Quality Assurance The Contractor shall perform the waste designation procedures required in WAC 173 -303 -070. The Contractor shall prepare all necessary waste disposal documentation including: manifests, land disposal restriction sheets, bills of lading, waste profile sheets, waste designation records including test results, waste analyses, other determinations, certification of designation, documentation of water removal including the quantity, date, and time of removal, certificates of disposal, certificates of recycling for metal tanks, and any other information the Owner might need to prepare annual reports (Form 4), notifications of dangerous waste activities (Form 2), and exception reports for Ecology. The Contractor shall select one preapproved disposal site. The selected site shall be used exclusively for that material category throughout the project. The Engineer will conduct screening level tests of excavated soil and excavation walls and floors to determine whether the excavated material must be disposed of off -site. Excavated material shall not be used for backfill or disposed of without the Engineer's authorization. UST removal and abandonment shall be in accordance with applicable UFC, NFPA, API, PEI, OSHA, Ecology, and local, state and federal codes, regulations, and guidelines. Prior to UST removal or abandonment, the Contractor shall measure and record UST locations relative to buildings or other structures, and general information such as UST size, shape, and orientation. UST decommissioners shall be IFCI certified. The Contractor shall have the following: 1. Project health and safety plan covering the Contractor's employees and others for whom the Contractor is legally liable; and 2. Spill prevention and response plan covering the Work. 2- 02.3(5)B Submittals Submit the following in accordance with the requirements of Section 1 -05.3 (Plans and Working Drawings): 1. List of selected disposal facilities. 2. Copies of all necessary waste disposal documentation. 3. UST locations and other information. Hlghline Water District - Contract Documents 21- 2714-01 Crestview Elementary School Demolition SP -21 July 1998 2- 02.3(5)C UST Removal UST removal or abandonment shall be as follows: 1. Remove, categorize, and dispose of UST bottoms. 2. Remove and dispose of existing fuel dispensers, concrete, fence, and other obstructions shown on the Plans and as reasonably necessary to remove or abandon UST. 3. Clean and inert UST interiors and connecting pipe and remove, categorize, and dispose of rinsate. 4. Excavate within the limits shown on the Plans as needed to access the UST and piping for tank removal. 5. Excavate around UST sides only as reasonably necessary to free the tank for removal. 6. Remove and properly dispose of UST. 7. Cooperate with the Engineer's sampling by providing reasonable access to stockpiles, removing material from the excavation walls and floor when requested. 8. Store and protect excavated material in lined, covered stockpiles pending laboratory test results obtained by the Engineer. 9. Protect excavations from direct rainfall and surface runoff and as needed to ensure safety. 2- 02.3(5)D UST Excavation Backfilling and Restoration Backfilling and restoration shall be as follows: 1. Excavated material determined by the Engineer to be suitable shall be used for backfill. 2. Native backfill will be used for makeup backfill as needed to replace excavated material that is disposed of off -site. 3. Backfill shall be placed in level 1- foot - maximum lifts to within 6 inches of the surrounding ground surface and compacted to 90- percent maximum density. 1lighline Water District - Contract Documents 21.2714 -01 Crestview Elementary School Demolition SP -22 July 1998 2- 02.3(6) Removal and Disposal of PCB Ballast and PCB Remediation (new section) Technical specifications for removal and disposal of PCB ballast and PCB remediation is contained in Appendix B and is a component of this Specification. Measurement and Payment for removal and disposal of PCB ballast and PCB remediation is contained in Section 2 -02.5. 2- 02.3(7) Lead Control (New section) Technical specification for removal of steel structural members with lead based paint is contained in Appendix B under lead control and is a component of this Specification. Measurement and Payment for lead control is contained in Section 2 -02.5. 2 -02.5 Payment Amend as follows: Payment for "Removal of Structure and Obstruction," per lump sum, shall also include removal and disposal of pavements, sidewalks and underground utilities unless listed as a separate bid item in the proposal. Payment for "Removal and Disposal of Asbestos," per lump sum, shall be full pay to provide certified labor or subcontractor(s), equipment and materials necessary to remove and dispose of all asbestos - containing material in the existing school structure. Payment shall also include applying for and paying the permit cost to meet the Puget Sound Air Pollution Control Agency (PSAPC) requirements for asbestos removal, and all disposal fees. Payment for "Removal and Disposal of Underground Storage Tanks," per lump sum, shall be full pay to provide certified labor or subcontractor(s), equipment and materials necessary to remove and dispose of both existing fuel tanks on the school site. Payment also includes permits and disposal fees, UST removal, disposal of existing fuel dispensers, cleaning and inerting UST and disposing of rinsate, excavation, UST disposal, stockpiles, backfilling, and compaction. Payment for "Removal, Disposal, and Replacement of Contaminated Soil," per cubic yard, shall be full pay to remove any contaminated soil found adjacent to the existing fuel tanks, including excavation, haul, disposal and permit fees, backfilling the additional excavated area with native soil generated with the clearing and grubbing limits, and compaction. Payment for "Lead Control," per lump sum, shall be full paid to provide certified labor or subcontractor(s) equipment and materials necessary to remove and dispose of structural steel members containing lead -based paint in accordance with Washington State and federal requirements. Highline Water District — Contract Documents Crestview Elementary School Demolition SP -23 21- 2714 -01 July 1998 Payment for "Removal and Disposal of PCB Ballast and PCB Remediation," per lump sum, shall be full pay to provide certified labor or subcontractor(s) equipment and materials necessary to remove and dispose of existing electrical transformers containing PCBs in accordance with Washington State and federal requirements. 2 -11 TRIMMING AND CLEANUP 2 -11.1 Description Replace the paragraph with the following: "This work consists of dressing and trimming the entire designated demolition area and any area outside disturbed by the Contractor." 2 -11.3 Construction Requirements Replace the section with the following: THE CONTRACTOR SHALL: 1. Grade the area with the clearing and grubbing limits sufficiently to generate native fill in order to backfill removed foundations, fuel tanks, utilities, etc. 2. Produce a smooth surface to match adjacent grades. 3. Contour the final surface to avoid low spots and promote site drainage. 4. Remove and dispose all refuse and debris that is within the demolition site. 5. Remove all large rocks 6 inches in diameter from the finished graded surface. END OF DIVISION 2 Highine Water District — Contract Documents Crestview Elementary School Demolition DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -12 CHAIN LINK FENCE Replace clause 8 -12.1 with the following: "Contractor shall construct security fencing and gates prior to commencement of any demolition activity. Fencing shall be maintained in good condition throughout the work . and left in good and secure condition at contract completion for salvage and re -use by following contracts. Fencing shall be Type 3; fencing and gates per WSDOT Standard Plans." Highline Water District — Contract Documents Crestview Elementary School Demolition ITT 1, 1 PHASE 1 ENVIRONMENTAL SITE ASSESSMENT CRESTVIEW ELEMENTARY SCHOOL 16200 - 42ND AVENUE SOUTH TUKWILA, WASHINGTON E-0758 Prepared for High line Water District 23828 - 30th Avenue South P.O. Box 3867 Kent, Washington 98032 June 5, 1997 le; z/ 3)1 17 1 1 Group Northwest, Inc. Geotechnlcsl Engineers, Geologists & Environmental Scientists June 5, 1997 E -0758 Mr. Keith A. Harris, P.E. Manager, Planning/Construction Highline Water District 23828 - 30'h Avenue South P.O. Box 3867 Kent, Washington 98032 Subject: PHASE I ENVIRONMENTAL SITE ASSESSMENT CRESTVIEW ELEMENTARY SCHOOL 16200 - 42N° AVENUE SOUTH TUKWILA, WASHINGTON Dear Mr. Harris: Geo Group Northwest, Inc. (Geo Group), is pleased to submit our Phase I Environmental Site Assessment report for the Crestview Elementary School property referenced above and located in the city of Tukwila, King County, Washington. This work was conducted in accordance with our proposal dated April 8, 1997, and consistent with American Society for Testing and Materials (ASTM) Practice E 1527 -94 for performing Phase I environmental site assessments of commercial properties. Our findings, conclusions, and recommendations are briefly summarized below. 1. The subject property is located in an area developed with single - family residences and a few commercial developments. The subject property was used for farming until the 1940s or 1950s, was idle during the middle 1950s, and was developed as the existing school in 1957. The school operated until about the early 1970s and was then leased by various companies as a training or teaching site through the late 1980s. The school has been used only for equipment storage for the last five to seven years. Portions of the property not occupied by the school have been developed as a city park. 2. No visual evidence of the presence of hazardous materials or past dumping of hazardous waste was observed on the subject property. We also observed no visual evidence of hazardous materials handling or contamination on the immediate surrounding properties. 3. The subject property was not listed in any of the ASTM- specified environmental databases of known contaminated sites or hazardous materials handlers. A search of these databases for the property vicinity identified one underground storage tank (UST) site and two 1.. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District Page ii E -0758 hazardous materials handlers in the property vicinity. Based on our review of topographic, geologic, and hydrogeologic conditions in the property vicinity, and our site reconnaissance observations, we believe that none of these sites presents an environmental concern to the subject property. 4. Two underground storage tanks are located on the west side of the school on the subject property. The construction plans for the school buildings indicated that these tanks consist of a 9,000 - gallon heavy oil tank and a 7- barrel diesel tank. The tanks were used to store heavy oil and diesel fuel for the boiler in the nearby school building. No evidence of soil contamination was found in two soil borings we drilled near these tanks. However, these tanks still present a potential environmental concern about soil (and possibly groundwater) contamination that was not discovered during our assessment. We recommend that the tanks be excavated and removed consistent with applicable regulations, and that the conditions of the soil in the excavation limits be assessed and documented at that time. 5. Results from our asbestos survey of the school buildings on the property indicate that asbestos- containing materials (ACMs) occur in some of the accessible thermal system insulation materials ( pipe lagging, mud on pipe fittings and hangers, and duct connectors and gaskets associated with heating and ventilation systems), and in various miscellaneous materials (floor tile, sheet vinyl flooring, door kick panels, and window putty). Additional ACM (such as hard mud on pipe fittings) is suspected to be hidden inside of the building walls, but was not assessed as part of this project. We recommend that building demolition work be performed by a certified asbestos removal contractor that can appropriately identify and remove the ACM identified in this report as well as additional ACM that may be discovered in presently inaccessible areas. We appreciate this opportunity to provide you with environmental consulting services. If you have PP PP P any questions regarding this report, please call us. Sincerely, GEO GROUP NORTHWEST, INC. 1. V,e&C2t. William Chang, P.E. Principal reap S Geo Group Northwest, Inca TABLE OF CONTENTS Project No. E -0758 Page 1.0 INTRODUCTION 1 1.1 Purpose 1 1.2 Involved Parties 1 z.0 SCOPE OF WORK 1 3.0 SITE OVERVIEW 2 3.1 Location and Legal Description 2 3.2 Adjacent Properties 3 3.3 Site Description 3 4.0 SITE USE HISTORY 3 4.1 Review of Construction Plans 3 4.2 Review of King County Assessments Records 4 4.3 Aerial Photographs Review 5 4.4 Historical Maps Review 5 4.5 Historical Telephone Directories Review 7 4.6 Washington State Archives Review 7 4.7 City ofTukwila Fire Department 8 4.8 interviews 8 5.0 ENVIRONMENTAL SETTING 9 5.1 Regional Physiography 9 5.2 Soil Conditions 9 5.3 Groundwater Conditions 9 6.0 PHASE 1 ASSESSMENT RESULTS 10 6.1 Site Reconnaissance Observations 10 6.2 Site Vicinity Observations 11 6.3 Regulatory Agency Database Search 11 6.4 Review of List of Closed or Abandoned Landfills 15 7.0 SUPPLEMENTAL ASSESSMENT ACTIVITIES 15 7.1 Asbestos Survey 15 7.2 Limited Subsurface Investigation 17 8.0 CONCLUSIONS AND RECOMMENDATIONS 18 9.0 LIMITATIONS Geo Group Northwest, Inc, June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water. District REFERENCES ILLUSTRATIONS Plate 1 - Vicinity Map Plate 2 - Site Map Plate 3 - Topographic Map Plate 4 - Boring Location Map Plates 5 and 6 - Boring Logs APPENDICES Appendix A - Appendix B - Appendix C - Appendix D Photographs Database Summary Report Asbestos Survey - Laboratory Analysis Report for Soil Samples E -0758 Page iv • • eo:Group Northwest PHASE I ENVIRONMENTAL SITE ASSESSMENT CRESTVIEW ELEMENTARY SCHOOL 16200 - 42ND AVENUE SOUTH TUKWILA, WASHINGTON E -0758 1.0 INTRODUCTION 1.1 Purpose The Highline Water District contracted with Geo Group Northwest, Inc. to perform a Phase I Environmental Site Assessment report for the Crestview Elementary School property (the subject property) located in the city of Tukwila, King County, Washington. This report describes the findings and conclusions from our assessment. We understand the water district intends to lease the subject property, demolish the existing structures, and build an above- ground water storage tank on the property. The purpose of a Phase I Environmental Site Assessment is to evaluate a property for potential contamination that may have resulted from the past or current uses of the subject property or surrounding properties. Our work was conducted in accordance with the American Society for Testing and Materials (ASTM) Practice F 1527 -94, Standard Practice for Fnvironmental Site Assessments: Phase 1 Environmental Site Assessment Process. This standard is a generally accepted industry practice for performing Phase I Environmental Site Assessments of commercial properties. 1.2 Involved Parties Geo Group conducted its efforts on behalf of Highline Water District through the direction of Mr. Keith A. Harris, P.E., Planning and Construction Manager. The Geo Group project manager for this effort was Mr. William Chang, P.E., Principal. The asbestos survey conducted as part of this assessment was performed by Mr. Keith Johnson and Mr. Wade Lassey of our firm. Both Mr. Johnson and Mr. Lassey are AHERA- certified building inspectors. 2.0 SCOPE OF WORK Geo Group's activities were performed in accordance with the scope of work described in our proposal dated April 8, 1997. Specific tasks in this scope of work included the following: Geo Group Northwest, Inc. 1 1 June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District E -0758 Page 2 • Perform a walk - through reconnaissance of the subject property and a "drive -by" of adjacent properties to observe and document existing property conditions regarding visible indications of contamination or the presence of hazardous materials; • Review readily - available historical records that may identify past uses of the subject property; • Review construction plans for the buildings on the subject property, as provided by the 1 ' water district, and other available environmental records provided to us; • Perform an asbestos survey of the buildings on the property consistent with Puget Sound Air Pollution Control Agency requirements for building demolition; • Search federal and state agency databases consistent with ASTM guidelines for information regarding possible hazardous materials usage or hazardous waste contamination of the subject property and adjacent properties; Prepare this summary report which documents our activities, findings, conclusions, and recommendations. This report was prepared for specific application to this site and for the exclusive use of Highline Water District, and its representatives. We recommend that this report be included in its entirety in project contract documents, including bid documents for demolition, for future reference. 3.0 SITE OVERVIEW 3.1 Location The subject property is an irregular- shaped property located on the east side of 42 "d Avenue South between South 160`h and 164th streets in the McMicken Heights neighborhood of the city of Tukwila, King County, Washington, as indicated in Plate 1 - Vicinity Map. The property is situated in the northwest quarter of the northeast quarter of Section 27, Township 23 North, Range 4 East, W.M. Main access to the property is provided by a paved driveway leading from 42 "d Avenue South. Pedestrian access is also present at the southeast corner of the property near South 164`h Street. The property is situated approximately 0.5 miles east of the Seattle - Tacoma International Airport. Geo Group Northwest, Inc. June 5, 1997 E -0758 Mr. Keith A. Harris, P.E. - Highline Water District Page 3 3.2 Adjacent Properties The subject property is surrounded primarily by single - family residences. A dentistry office is present west of the property, and a daycare center also is present south of the property. 3.3 Site Description The subject property consists of an irregularly- shaped land parcel comprising approximately 10.87 acres according to King County Assessments records. The subject property is essentially flat in the vicinity of the school buildings on the western part of the property, but slopes gently downward to the east and north in other areas. Elevations of the adjacent lots to the west are roughly similar to the subject property elevation. The adjacent lots to the south have elevations up to about six feet higher than the subject property. The school consists or four buildings, referred to in this report as the north. south. office. and kindergarten buildings and are identitied on Plate 2 - Site Map. The north, south. and office buildings are connected via outdoor, covered walkways. Access to the interior of the school area is secured by fencing and locked gates. Photographs of the subject property including selected features of the school buildings are presented in Appendix A. According to Assessment records, the short legal description of the subject property is: Lots 1 to 6 and 33 to 38 of Block 5 of Plat McMicken Heights Division No. 2. The description also notes the following: Value of undeeded streets and alleys included in adj lot val S 30 ft of 1 & S 385.4 ft of 2- 3 -4 -5 -6 & 33 ft less W 90 ft of S 290.4 ft & N 290.4 ft of 34- 35 -36 -37 & N 30 ft of 38. The property description and listed size appears to include the park land to the north of the school. 4.0 SITE USE HISTORY 4.1 Review of Construction Plans Highline Water District provided Geo Group Northwest, Inc., with copies of construction plans for the north, south, and office school buildings on the property. The plans were prepared by Waldron & Dietz Architects of Seattle, Washington, and are dated December 17, 1957, and November 4, 1959. The plans indicate that these school buildings are constructed with concrete slab floors and supported on conventional footings. Exterior building walls are a combination of wood frame with plaster or stucco and concrete block. Each of these building has wood frame ceilings Geo Group Northwest, Inc. June 5, 1997 E -0758 Mr. Keith A. Harris, P.E. - Highline Water District Page 4 surfaced with acoustical ceiling tile. No plans were available for the kindergarten building or for an addition (built in 1979) on the west side of the south building. The construction plans indicate that a 9,000 - gallon underground heavy oil storage tank and a 7- barrel underground diesel tank are located just west of the south building. A 4 inch diameter dry well is indicated inside the western part of the south building (kitchen area), and a septic tank and associated drain field are shown north of the north building. 4.2 King County Assessments Records Review We reviewed available records for the subject property at the King County Department of Assessments. The property address is listed as 16200 - 42 " Avenue South, Tukwila, Washington. The tax identification number for the property is 537980 -0008. The property consists of 10.87 acres (437,214 square feet) of land. The taxpayer of record for the property is Highline School District No. 401. The land use is classified as 426 - Schools (Public). Assessment records listed three buildings as present on the property. The building characteristics were listed as follows: Building 1 One -story school building, 10 feet high ceiling Built 1959, 1,891 square feet Wood - frame, average condition, forced air heat Building 2 One -story school building, 10 feet high ceiling Built 1959, 6,355 square feet Wood - frame, average condition, forced air heat Building 3 One -story school building, 14 feet high ceiling Built 1959, 19,998 square feet Wood - frame, average condition, forced air heat The records also indicated that the building has two open porches and is heated via forced air with an oil heat source. Building 1 appears to represent the office building; building 2 appears to represent the north building; and building 3 appears to represent the south building. Geo Group Northwest, Inc. June 5, 1997 E -0758 Mr. Keith A. Harris, P.E. - Highline Water District Page 5 4.3 Aerial Photographs Review Geo Group reviewed available historical aerial photographs of the subject property vicinity at the offices of Walker and Associates, Inc., in Tukwila, Washington. We reviewed photographs of the area taken in 1936, 1946, 1956, 1960, 1969, 1974, 1980, 1985, 1990, and 1995, to assess historical land uses in the property vicinity. Our review of the photographs indicated that the subject property and vicinity was used for farming in the 1936 photograph. The 1946 photograph showed the property vicinity under development predominantly into single- family residences. The west half of the subject property appeared to be tilled farmland, and the east half appeared to be unused in the 1946 photograph. The entire subject property appeared to be unused in the 1956 photograph and was surrounded with residential developments. A few buildings which appeared to be commercial were present a few blocks west of the property. The 1960 photograph showed the subject property developed similar to the existing school. The school appeared to be in use in the 1969, 1974, and 1980 photographs. The school buildings appeared to be vacant and unmaintained in the 1985, 1990, and 1995 photographs. No visual evidence of spills or hazardous materials were observed on the subject property in the photographs we reviewed. I l and parcels which appeared to possibly have been developed as gasoline stations were observed .. on the north, southwest, and southeast corners of the intersection of South 164th Street and Military Road in the 1960 and later photographs. The building on the north corner was present in the 1960. 1969. 1974, and 1980 photographs, but was vacant in the 1985 and later photographs. The building at the southwest corner of the intersection was present in the 1960 and 1969 photographs. l but was later redeveloped into part of a large parking lot for a nearby supermarket, as shown in the 1974 and later photographs. The buildings at the southeast corner of the intersection were present in the 1960 and all later photographs. 4.4 Historical Maps Review Historical maps for the subject property vicinity were reviewed at the University of Washington. We reviewed available editions of Sanborn Insurance Company maps of Seattle dated 1905 and 1953; editions of the Kroll Map Company Atlases of Seattle dated 1950, 1955, 1972, and 1987; and editions of Metsker's Atlas of King County dated 1926, 1930( ?), 1936, 1940, and 1958. The Geo Group Northwest, Inc. 1 1 1 June 5, 1997 E -0758 Mr. Keith A. Harris, P.E. - Highline Water District Page 6 subject property vicinity was not included in the Sanborn maps that we reviewed. Information from our review of the Kroll and Metsker atlases is summarized below in chronological order: 1926 Metsker - Most of the land in the northeast quarter of Section 27 (which includes the property) is labeled as owned by South Seattle Land Company, with the exception of five small rectangular parcels. Two of these parcels appear to be located within the subject property. One of these parcels is owned by "Johnson and Anderson" and the other by "John Johnson." No roads are shown on or adjacent to the subject property. The only nearby road shown on the map is a portion of 42nd Avenue South north of South 160th Street. 1930( ?) Metsker - The date of this map is noted as 1930 on some sheets in the atlas and as 1926 on other sheets. The property vicinity is mapped similar to the 1926 Metsker map described above, except that an unpaved road (Military Road) is shown through Section 27, A larger proportion of the surrounding land has been subdivided since the 1926 map. 1926( ?) Metsker - The subject property and vicinity appeared similar to the 1930( ?) map, but showed slightly more land development in the general property vicinity. 1936 Metsker - Land in the subject property vicinity is platted generally similar to its present condition. Most presently existing streets in the property vicinity are shown on the map, except that the nearby streets (42 "d Avenue South, South 160th and 164th streets) are unpaved. 1940 Metsker - The property vicinity appears similar to the 1936 map. 1950 Kroll - The subject property is situated within the McMicken Heights Division No. 2 plat. The plat is subdivided generally similar to its present state. The subject property is shown as vacant. Some of the surrounding lots along the nearby streets are developed with small squarish buildings which appear to be residences. Most of the streets in the area are paved, except for South 164th Street east of Military Road. A building labeled "water system" was located on the north side of 164th Street just west of 42 "d Avenue and Military Road. 1955 Kroll - The subject property vicinity appeared similar to the 1950 map, except that most of the residential lots in the area had been developed. Geo Group Northwest, Inc. June 5, 1997 E -0758 Mr. Keith A. Harris, P.E. - Highline Water District Page 7 1958 Metsker - The existing school is shown on the map. Streets in the property area are developed similar to their present state. 1972 Kroll - The school is shown on the property. Two commercial buildings are shown near the northeast corner of South 164th Street and 42 "d Avenue South, one of which is labeled as a clinic. A service station with building address number 16260 is shown at the north corner of the intersection between Military Road and 42 " Avenue South. Service stations also are shown at the southeast corner of the intersection and two lots south from the southwest corner. 1987 Kroll - The school and the park are shown on the subject property. The property vicinity appears generally similar to the 1972 map. An additional service station is shown at the northwest corner of the intersection between Military Road and South 164th Street. 4.5 Historical Telephone Directories Review We attempted to review available historical telephone directories at the University of Washington to obtain historical occupancy information for the subject property and adjacent lots. Crestview was not listed in the city telephone directories for Seattle, Burien/White Center. South King County, or Kent published by R. L. Polk & Company. We also tbund no listings for street addresses along 42 " Avenue South in the subject property vicinity. 4.6 Review of Washington State Archives Records We contacted the Washington State Archives to obtain historical information about improvements made to the property. The Archives contains records for historic time up to 1972. According to archives personnel, the Highline School District purchased the property on October 1, 1956. The two L- shaped buildings and the multipurpose building were constructed in 1959, and six additional classrooms and a "miscellaneous" room were added in about 1960. The records noted the construction of the boiler room in the south building, but did not further describe the heating system for the buildings. A wood -frame building with dimensions of 26 feet by 40 feet also was noted in the archives, and was reportedly used for kindergarten. The building had a frame roof, concrete or chipboard floor, exterior siding, and electric heat. This building was constructed in about 1962 according to archives records. No records of renovations or demolitions on the property were found in archives records. Geo Group Northwest, Inc. i i June 5, 1997 E -0758 Mr. Keith A. Harris, P.E. - Highline Water District Page 8 4.7 City of Tukwila Fire Department We contacted the City of Tukwila Fire Department to inquire whether they have records of hazardous materials incidents or underground storage tank inspections at the subject property. Fire department personnel responsible for tracking this information were unavailable during the four occasions that we contacted the department. ( 4.8 Interviews A Geo Group Northwest, Inc., representative briefly discussed the subject property history with Mr. Keith A. Harris of the Highline Water District on April 28 and 30, 1997. Mr. Harris provided us with a set of construction plans for the north. south, and office buildings at the school. He also indicated that the property owner, Highline School District, did not have any additional documents regarding the property. Also, Mr. Harris stated that he was informed that the school was closed in about the early 1970s. Mr. Harris informed us that the water district intended to lease the property from the school district, demolish the existing buildings, and construct a several- million - gallon, above - ground water storage tank on the northwest portion of the property. The unused portion of the property could potentially be used to build a new school in the future. During our asbestos survey ()Idle school buildings, we also discussed the property history with Mr. Jack Johnson who was on site at the time of our work. Mr. Johnson stated that he has been employed in the maintenance division of the Highline School District for about 15 years. Mr. Johnson stated that use of the school as an elementary school ended many years ago (at least about 15 years), before he started working for the school district. The school buildings were leased by multiple businesses for various training classes until the late 1980s. An asbestos survey of the buildings was conducted in 1989, and a re- inspection of the buildings was conducted in 1992, according to Mr. Johnson. During the time that Mr. Johnson has been employed with the school district, the underground fuel storage tanks for the boiler system in the school building have not been used; the buildings had been heated using gas heat. Mr. Johnson did not have any information regarding the status of the tanks. Geo Group Northwest, Inc. June 5, 1997 E -0758 Mr. Keith A. Harris, P.E. - Highline Water District Page 9 5.0 ENVIRONMENTAL SETTING 5.1 Regional Physiography The subject property is located on the north- facing gentle slope of the McMicken Ileights upland in Tukwila, Washington. The subject property elevation is approximately 480 feet above sea level. The Duwamish Valley occupied by the Green River is located approximately 0.6 miles to the east. The topography of the property vicinity is illustrated in Plate 3 - Topographic Map. 5.2 Soil Conditions According to the geologic map for the area, the subject property is underlain with Quaternary-age glacial deposits associated with the Vashon Stade of the Fraser Glaciation, which occurred approximately 13,000 years ago (reference 2). In the subject property vicinity, these deposits typically consist of overconsolidated glacial till (Qgt) and recessional glacial outwash deposits (Qsr). Glacial till is a concrete -like, compact mixture of gravel, sand, and silt. Recessional outwash deposits typically consist of unconsolidated, stratified sand with some gravel or silt. In soil borings we drilled on the property as part of an assessment of underground storage tanks, we encountered grayish brown to brownish gray, sand with gravel and silt to 30 feet below ground surface. 'These soils have massive (unstratilied) textures and were medium dense to very dense. We interpreted these soils as being glacial till. A discussion of our drilling activities is presented below in section 7.2 of this report. Surface soil types have not been mapped for the property location, but have been for portions of the McMicken Heights area to the east and south (reference 1). Soils in these areas are mapped as Arents, Alderwood soils on 6 to 15 percent slopes. These soils consist of an upper zone of dark brown gravelly sandy loam up to 40 inches thick over a grayish brown consolidated and impervious layer. These soils have typically been disturbed by urban development. They are characterized by medium runoff and medium to severe erosion hazard. 5.3 Groundwater Conditions Groundwater conditions beneath the subject property are not well documented in the geologic literature. The glacial till soils which underlie the subject property typically do not yield significant quantities of groundwater. These soils, however, may have localized zones that contain relatively small amounts of perched groundwater. Where groundwater is present in these soils, its flow direction would be anticipated to be toward the north or northwest, similar to the local Geo Group Northwest, Inc. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District E -0758 Page 10 topographic slope. We drilled two soil borings to 30 feet below ground surface on the property as part of' an underground storage tank assessment (section 7,2 of this report). No groundwater was encountered in either of the borings. 6.0 INVESTIGATION RESULTS 6.1 Site Investigation Observations A Geo Group representative conducted a reconnaissance of the subject property and neighboring areas on May 13, 1997. The property consisted of a closed elementary school (Crestview Elementary School), in its western part, and a park (Crestview Park) in the surrounding area to the north and east. The school consisted of four buildings, and the grounds between three of the buildings are surrounded by a fence and locked gates. The park areas consisted of a baseball field east of the school, a greenbelt/open space area northeast of the school, and a parking lot and grass field to the north. The general topography of the property sloped downward to the northeast but had graded, level areas at the school, the baseball field, and the north grass field. The school buildings and grounds were in a state of general deterioration. The windows and some of the exterior doors on the school buildings were boarded up with plywood. Many of the rooms in the buildings have been vandalized in the past and we observed broken glass on the floors and damaged walls, ceilings, and fixtures. Some of the rooms were being used for storage of school equipment including desks, chairs. tables, and lamps. Lawn areas just east of the buildings were locally bare or vegetated with trimmed grass and weeds. A utility pole with a transformer was observed on the south side of the subject property near the kindergarten building. We observed no evidence of damage to leakage from the transformer case. We observed no evidence of distressed vegetation or discolored soil suggesting the presence of hazardous material contamination of surface soils on the property. We observed evidence of two underground storage tanks on the west side of the south building. We located the fill ports for the two tanks in the gravel parking area adjacent to the south building. We were not able to determine if the tanks have any contents because the fill caps could not be removed (one was locked, and the other was rusted in place). Geo Group Northwest, Inc. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District E -0758 Page 11 6.2 Site Vicinity Observations Most of the parcels surrounding the subject property consist of single - family residences, with two exceptions. A dentistry office is located on a parcel west of the school, and a daycare center is located on a parcel south of the school parking lot. Further to the southwest, along Military Road and South 164`h Street, is a commercial district which has a Texaco gas station, two restaurants, a supermarket, a car rental and parking center. One property near the southwest corner of the intersection of Military Road and South 164'h Street is undergoing earthwork and construction. A parcel at the north corner of Military Road and 42 "a Avenue South is vacant and used for vehicle parking. We did not observe from public rights -of -way visual evidence of the improper use, storage, handling or disposal of hazardous substances on the surrounding properties. 6.3 Regulatory Agency Database Search Geo Group obtained information from available federal and state agency databases from EDR- Sanborn, Inc. (EDR). of Southport, Connecticut. A copy of FDR's database search report is presented in Appendix B. The database search was perfumed consistent with ASTM guidelines. A complete list and descriptions of the databases that were searched is presented in EDR's report. These databases included the following ASTM - recommended databases: Federal National Priorities List (NPL) - The United States Environmental Protection Agency (EPA) maintains this list under authorization by the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). The NPL is a subset of CERCLA- listed sites that are prioritized for cleanup under the Superfund program. • De- listed NPL - The EPA also maintains a list of de- listed NPL sites (sites removed from the NPL). This list is searched to determine if the subject property formerly was listed on the NPL. • Comprehensive Environmental Response, Compensation, and Liability Information System (CERCLIS) - This is a database of sites reported to the EPA as possibly requiring cleanup action under CERCLA. Geo Group Northwest, Inc. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District • Resource Conservation and Recovery Information System (RCRIS) - A database of selected information on sites which generate, store, transport, treat, or dispose of hazardous waste as defined in the Resource Conservation and Recovery Act (RCRA). • RCRA Corrective Action Activity (CORRACTS) - A list which indicates what "nationally- defined" corrective actions have occurred for hazardous waste handlers that are performing corrective action under RCRA regulations. Emergency Response Notification System (ERNS) - An EPA - maintained database of information regarding reported releases of hazardous substances and petroleum. State Confirmed and Suspected Contaminated Sites List (CSCSL) - The State of Washington Department of Ecology (WDOE) publishes this list in accordance with Washington Administrative Code 173 -340 -600. Listed sites are prioritized for cleanup either by use of state funds or by the responsible parties are identified in this report. • Hazardous Sites List (1-ISL) - The WDOE maintains this subset list of the CSCSL. This list includes sites which have been assessed and ranked using the Washington Ranking Method (WARM). • Underground Storage Tanks (UST) - The WDOE maintains a list of registered underground storage tanks. • Leaking Underground Storage Tanks (LUST) - The WDOE maintains of list of reported leaking underground storage tank sites and tracks the progress of corrective action for these sites. • Solid Waste Facilities / Landfill Sites (SWF /LS) - The WDOE maintains a list of solid waste landfills and selected information for each listed facility (name, address, type of landfill, and permitted status). Geo Group Northwest, Inc. E -0758 Page 12 June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District E -0758 Page 13 The subject property was not listed in the databases that EDR searched. No sites located within the ASTM- recommended search distances were found during EDR's search of the NPL, CERCLIS, CORRACTS, HSL, LUST, and SWF/LS databases. 6.3.1 Review of the WDOE Underground Storage Tank (UST) List The WDOE UST list (reference 4) was used to search for former or existing registered t.1STs at the subject property and at nearby properties within the ASTM - specified search distance. The subject property was not listed in the database. One nearby, listed UST site was identified within one - quarter mile of the subject property: Site Tank Status 1. Willie's Auto Service 16402 Military Road S. Seattle, WA 98188 3 Unleaded Gas Tanks, Steel - Unprotected, Removed 1 Leaded Gas Tank, Steel - Unprotected, Removed 2 Unleaded Gas Tanks, Steel- Unprotected, Operational 1 Leaded Gas Tank, Steel- Unprotected, Operational 1 Waste Oil Tank, Fiberglass, Removed 1 Leaded Gas 'Tank, Fiberglass, Operational This site is located at the southeast corner of Military Road South and South 164th Street approximately 0.1 miles south from the subject property. At the time of our assessment, this site was being operated as a Texaco gas station. The former gas and waste oil tanks at this site were installed in 1964, according to the database information. The operational tanks were installed in 1982, according to the database information. Based on this information, the former tanks were probably removed in approximately 1982. The site elevation is higher than the subject property and may be hydraulically upgradient from the subject property. However, the soils below the site are mapped as being glacial till (reference 2), which typically have very low permeability. This site also was not listed as a leaking underground storage tank site in EDR's database report (see Section 6.3.2 below). For these reasons, we believe this site is very unlikely to pose an environmental concern to the subject property. Geo Group Northwest, Inc. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District E -0758 Paae 14 6.3.2 Review of the WDOE Leaking Underground Storage Tank (LUST) List The WDOE LUST list (reference 5), was used to search for reported LUST incident sites within the ASTM - specitied search distance. No listed LUST sites were identified within 0.5 mile of the subject property. 6.3.3 Review of the WDOE CSCSL The CSCSL was reviewed to identify listed sites that the WDOE has investigated, is actively monitoring, or is targeting for cleanup (reference 6) within the ASTM - specified search distance. One CSCSL site was identified within one mile of the subject property. This site, named the Minchew property, is located 0.9 miles northwest from the subject property, at an elevation lower than the subject property, and on the opposite side of a ravine from the subject property. For these reasons, we believe this site does not pose an environmental concern to the subject property. A description of this site is presented in EDR's database search report in Appendix C. 6.3.4 Review of the EPA Resource Conservation Recovery Information System (RCRIS) Database The RCRIS database was reviewed to identify nearby sites which generate, transport, store, treat, or dispose of specified hazardous wastes (reference 7). The database categorizes sites as either small - quantity generators, large- quantity generators, or transport - storage - treatment- disposal facilities. Small- quantity generators are facilities classified as generators of between 100 and 1,000 kilograms of federal or state - regulated waste per month. Large - quantity generators are facilities classified as generators of greater than 1,000 kilograms of regulated waste per month. Two RCRIS sites (both small- quantity generators) were identified within the ASTM - specified search distance from the subject property: Generator Waste Type 1. Onsite Antifreeze Recycling Not indicated 16325 Military Road S. Seattle, WA 98188 (0.1 miles southwest from the subject property) 2. Royal Fabric Care Center D039 - Tetrachloroethylene 16433 Military Road S. F002 - Spent Halogenated: Geo Group Northwest, Inc. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District Seattle, WA 98188 Solvents (0.1 miles south from the subject property) E -0758 Page 15 These two sites are situated at elevations similar to or higher than the subject property. However, based on the occurrence of glacial till soils in the vicinity of these sites, the potential for contaminants (if present) to migrate onto the subject property is very low. The Royal Fabric Care site appears to be under new construction involving earthwork, and therefore appears to no longer exist. Based on these considerations, these sites do not pose an environmental risk to the subject property. 6.4 Review of List of Closed or Abandoned Landfills We found record of an abandoned landfill located approximately 0.7 miles south - southeast of the subject property, based on our review of published study ofabandoned landfills in King County (reference 4). This landfill, referred to as the McMicken Heights garbage disposal site, reportedly was used for residential garbage and was active sometime during the 1940s. The site is located south of the intersection of South 172" Street and 51" Avenue South, and at an elevation lower than the subject property. The site is surrounded with residences on the north. west, and south, and is bordered by Interstate 5 on the east. At present. the site land is unused. The landfill study results stated that no evidence of landfill gas or leachate contamination was detected from soil -gas and surface water sampling in 1984. Based on the distance between the site and the subject property and the lack of documented evidence of contamination, we believe this site does not pose an environmental concern to the subject property. 7.0 SUPPLEMENTAL ASSESSMENT ACTIVITIES 7.1 Asbestos Survey Geo Group Northwest, Inc., conducted an asbestos survey of the school buildings during May 1997. The primary focus of this survey was to identify and assess the building materials for the presence of asbestos. We reviewed available construction plans for the school buildings provided to us by the water district, and we reviewed available previous asbestos inspection documents provided to us by the school district during our assessment activities. We discussed the previous asbestos inspection work with school district maintenance personnel who conducted that work. Geo Group Northwest, Inc. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District E -0758 Page 16 Geo Group Northwest, Inc., personnel inspected the interiors and exteriors of the school buildings to identify suspected asbestos- containing materials (ACM). We classified the suspect materials as either surfacing materials, thermal system insulation, or miscellaneous materials, consistent with standard asbestos survey procedures. We collected representative samples of these materials for possible laboratory analysis and estimated approximate quantities of these suspect materials. Selected samples were submitted for testing, consistent with AHERA requirements. Some suspect materials were not sampled and assumed to be ACM based on their inaccessibility, previous inspection results. and our previous experience assessing similar materials. Results from our asbestos survey of the school buildings revealed the presence of ACM at each of the buildings. These materials include thermal system insulation and various miscellaneous materials. Thermal system insulation identified as ACM included the following: • hard lagging on pipe runs in the north building and above the covered walkway between the north and office buildings; • mud on pipe fittings and hangers in the north building, in the south building, in the multipurpose room; • elbows in overhead pipes along a portion of the covered walkway connecting the north and south buildings and a portion of the south building; • hard lagging on pipe rises in the restrooms near the boiler room in the south building; and • mud around pipe runs passing through walls in three rooms in the south building. Each type of thermal system insulation ACM was determined to be friable under demolition conditions. Miscellaneous materials found to be ACM included the following: • kick panels on exterior doors on the north and south buildings; • flexible duct connectors on the heat exchangers in the mechanical rooms in the north, south, and office buildings; • floor tile throughout each of the buildings; • vinyl sheet flooring and /or adhesive (mastic) in the kindergarten, north, and south buildings; and • panels atop the covered walkway and sunshade panels throughout the school. Each type of miscellaneous material ACM was determined to be non - friable. Suspect materials found not to be ACM included the acoustic ceiling tile, base molding and mastic, plaster and cement board walls, gypsum board walls, and exterior stucco in or on the Geo Group Northwest, inc. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District E -0758 Page 17 buildings, based on our survey findings and on previous assessment findings. Findings from our survey are detailed in our asbestos survey report presented as Attachment C. 7.2 Limited Subsurface Investigation On May 14, 1997, Geo Group Northwest, Inc., conducted a limited assessment of subsurface soil near the two underground storage tanks identified on site. The fill ports for the tanks were located, but could not be opened due to padlock on the heavy oil tank fill port and due to rust on the light oil tank fill port. Highline water district personnel indicated to us that they did not have any information about the tank specifications or condition, because it had not been used for many years. We supervised the drilling and sampling of two soil borings, B -1 and B -2, near the light oil (diesel) tank and the heavy oil tank on the west side of the south building. Water district personnel visited the site during drilling to check proposed soil boring locations for conflict with the water main. The boring locations are indicated on Plate 4 - Boring Location Map. Drilling services were provided by Gregory Drilling, Inc., of Redmond, Washington. Both borings were drilled to 31.5 feet below ground surface (bgs) using a truck - mounted rig equipped with 8 "- diameter hollow - stem augers. Soil samples were collected at 5 -feet depth intervals for geologic logging and possible laboratory analysis. Surface soil at both borings consisted of a one foot thick layer of crushed rock and silty sand base till. I3elow this surface layer was approximately three to seven feet of gray or grayish brown sand, which may be backfill material associated with the underground tanks based on its relatively low density. Dense to very dense, grayish brown and brownish gray sand was encountered below the suspected till to the bottom of both borings. The sand was massive and locally included gravel or a minor proportion of silt, or both. No groundwater was encountered in the borings. No odor or visual evidence of petroleum hydrocarbon contamination was noted in the borings. Selected soil samples that were screened using a combustible gas indicator showed no evidence of petroleum hydrocarbon contamination. Geologic Togs of the borings are presented as Plates 5 and 6. Soil samples collected from the borings were submitted to Onsite Environmental Inc., of Redmond, Washington, for possible analysis for petroleum hydrocarbons. Two soil samples per boring (those collected at 15 feet and 25 feet bgs) were selected for analysis to assess soil quality below the bottoms of the tanks. These samples were analyzed using Washington State Department of Ecology Method WTPH -D for diesel -range hydrocarbons (which includes heating oil). Geo Group Northwest, Inc. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District E -0758 Page 18 Hydrocarbons were not detected in any of the analyzed samples. A copy of the laboratory report is presented in Appendix D. 8.0 CONCLUSIONS AND RECOMMENDATIONS Geo Group Northwest, Inc., has completed a Phase I environmental site assessment of the property at 16200 - 42 " Avenue South in Tukwila, Washington, consistent with the scope and limitations of ASTM Practice E 1527 -94. We have developed the following conclusions and recommendations regarding the subject property based on our activities and the findings from our assessment: 1. The subject property was used for farming during the 1930s and 1940s. The property appears to have been left unused during part of the 1940s to 1950s while much of the surrounding area was developed into residences. The existing elementary school was built in 1957 and was closed in the early 1970s. The buildings were leased to private parties for training classes over a period of several years. The school buildings, however, have been used only for storage of'school district supplies and equipment during about the last Live years. We found no evidence that the property was used for purposes other than farming before 1936. The surrounding land also was either undeveloped or used for farming in the 1930s and 1940s, and was developed into residences in the 1940s and 1950s. A lesser amount of commercial development of land further south and west of the property has occurred beginning in the 1960s and continuing up to the present time. 2. We found no evidence of the presence of hazardous materials or of historical dumping of hazardous wastes on the subject property. We also observed no visual evidence of hazardous materials handling or contamination on the immediate surrounding properties. 3. The subject property was not listed in the environmental databases that were reviewed for this assessment. A search of these databases for the property vicinity identified one listed UST site, one listed hazardous waste site, and one small - quantity hazardous waste generator. We also found one abandoned landfill site in the property vicinity. None of these sites was found to present an environmental risk to the subject property, due to local geologic and groundwater conditions and the distances of these sites from the subject property. Geo Group Northwest, Inc. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District E -0758 Page 19 4. Two underground storage tanks are located on the subject property near the west side of the south school building. These tanks were likely installed during construction of the school approximately 40 years ago. based on our review of construction plans for the existing school buildings. The tanks do not appear to be registered with the Washington Department of Ecology, and the physical condition of the tanks is unknown. We found no evidence of soil contamination with petroleum hydrocarbons in the soil borings we drilled near the tanks. In our opinion, the potential that extensive hydrocarbon contaminated soil is present around these tanks is low. Localized soil contamination not identified during our assessment could be located in areas around the tanks away from where we drilled. Such contamination, if present. is best assessed during tank excavation and removal. We recommend that these tanks be removed from the property in accordance with applicable local and state regulations. We also recommend that Geo Group Northwest, Inc., be on site during tank removal to observe and assess tank and soil conditions. 5. Assessment results identified the presence of ACM in some of the thermal system insulation materials located inside and outside the north and south buildings and along the adjacent covered walkways. Some of these materials, such as hard lagging on certain pipe runs and rises. and hard mud on pipe fittings and hangers) were determined to be friable. Other insulation determined to be ACM (duct connectors) may be non - friable. but could not be directly accessed. Various miscellaneous materials in the buildings also were determined to be ACM, including floor tile, adhesive glue (mastic), vinyl sheet flooring, panels covering the walkways and sunshades, kick panels on doors, undercoating on steel sinks, and window putty). The plaster and cement board walls and the gypsum board walls inside the buildings were determined to not be ACM. The stucco treatment on the exterior building walls also was found to not be ACM. The rooting paper and felt used on the buildings was found to not he ACM. Removal of ACM identified in our assessment (as well as hidden ACM not discovered during our assessment) will need to be conducted by a certified asbestos removal contractor. 9.0 LIMITATIONS Geo Group Northwest, Inc., has performed this work in general accordance with ASTM Practice E 1527-94, Standard Practice for Phase I Environmental Site Assessments and in accordance with generally accepted standards of care in Washington State for Phase I environmental site assessment activities. Our assessment of the property may change as new data becomes available either from persons familiar with the site, or during additional site studies, exploration, sampling, Geo Group Northwest, Inc. June 5, 1997 Mr. Keith A. Harris, P.E. - Highline Water District E -0758 Page 20 or construction activities. No warranty, express or implied, is made. This Phase I Environmental Site Assessment does not include services not specifically described in the scope of work outlined in Section 2.0 of this report. We appreciate this opportunity to provide you with environmental services. If you have any _ questions regarding this report, please do not hesitate to call. Respectfully Submitted, GEO GROUP NORTHWEST, INC. Keith A. Johnson Geologist 1•. William Chang, P.E. Principal REFERENCES E -0758 General References 1. U.S. Department of Agriculture, Soil Conservation Service, November 1973, Soil Survey, King County Area. Washington. Waldron, Howard H., 1962, Geology of the Des Moines Quadrangle. Washington, U. S. Geological Survey Geologic Quadrangle Map GQ -159. 3. Seattle -King County Department of Public Health, April 30, 1985, Abandoned Landfill Study in King County, 148 p. Sources from Database Summary Report 4. State of Washington Department of Ecology, February 1, 1997, Statewide UST Site /Tank Report. 5. State of Washington Department of Ecology, February 1, 1997, Leaking Underground Storage Tanks Site List. 6. State of Washington Department of Ecology, October 1, 1996, Confirmed & Suspected Contaminated Sites List. 7. United States Environmental Protection Agency, October 31, 1996, Resource Conservation and Recovery Information System. Geo Group Northwest, Inc.:. ILLUSTRATIONS E-0758 • •4 rtf i's SI .1 :9 2! 2i J..12.111 sum INK 136H 114N 44 ST opmxtrr, cumin L.4 '...i4.7.,IL.H "I .:1 !'• LI j1....i.)s. .r, 7 r Z.' . •': t i.,1'.• .! 4 1..!..; „ t, ..±± ,....,...4,b 4., • s 1:1*. -13 i Ip .1.41.../(..turl.tr7-4(..1. ■ \.1.....:", , •• .,, :1'... • .4 ..1 ,--, . .:-.v •; . • •... ...,.. ... '‘,,',.,..i, 1....i.m.,, I ; • ,. • ...,.„4,: 1 • r, , , . • , ,, ...„,,. . \ - ... '''.." • , 6 It- I 1 01±1 .1 • Sr ,t...;i.s .:.:(2,. , ) r, .,..,, , ,i, ..., A ..il •:: r±±\ ,..-„,---• ., \4111114014 '.- :i/÷.... / I" • ±,t. 1 ,K,.. 1 . v 1, t 1'4.•., , Vill'i• , - ."..y )11 . s gas 119 * 6', I. Jul *. • 9,6 0,... , OM • t ..;?e, 601.f • . _,..... ■ i FOSHR ■'' , 12& COURSE 14, 14 i ....4.± ,.„:„.. I . " -• • • • - 1." S S'• 14 , • i • • Lis r jg D.S1 142,0", • ign),,st TAr • ,•• 5: 44 • ST 1±,j .•.. , a TY. s 146TH S .▪ 1 14641 SI 1 tj • s , • ; ti VF r; TONI 1' . I I • ! -1330 A if f • !ACM-1 NrEqh,41 1)14L Al q.'OR f ••••• • . •I 28 • , H E CI 1 17.4' I- .t,• • ' '• • r s •L'; 4. • • Z• • s ...I •• t_,.....t . . ,±4 1 ri 1,1 '1 .. j1 1 , r, : : IT VI :: .,il•m:1!: i I, 5 f; .:144. ) 4 sr '1 ; •...n.:••,± pm. i .., .1 .."... '" ‘• ' I II 1,16 i 1 c SU U KW-LA v L.,„ -,--- : 67 1.:11. t 119, • IIIS .1i61_6_ 22 ). 4 r. I . • ,± ±• HO,FZ D`r r.:- -I- ±± . ! ; i I, •., •—r, . rto ±1 1•1111RiA■ r-0;ft- Y 1' / 4. T 1 i i 1 .•:.:.!1*. ;,...;..±..9 ■J1( 11:•:. I. 1:: ± ■ r,±T, 3, .1 '1 • i 1 . , • l• c \1111\ ) lit , ..• —i ,.• Z. : : • 71• • ••"1 ' • “. T :: i 1" •; • . ' , .. • .1, 4. , .. • ... I, • a • t " . ....... 1 ri. .' i • • 'I Cr• I-• . I. • 1: .. 41 , , • , •it 6,•• • • • . ,• It ..; • , • 'v.., ' t...I . : • • -' • . : r— 't a A X i T • 6 I 61:1 S1 .6 • .1.0.7t .." 410 41 : vr:t." 1 tol 14 ! : L. ■• • • it 1••••• :••I; • 1, 1 r. i.1)119 • 1 - 3 71s ••• ••• C4,14 t huh • 1. 4" ±V.• • , • • PROJECT SITE . . • .3. 6: 1.•'" " . • " • • • .'1±., • 4 • . . • 61,4 • " 9_ 26 44, 418...”.±.0 • ;c• • . Group Northwest, Inc. GeOlectinical Unyumels G±:thotpil$ & Etwonmeillal Scienitsls VICINITY MAP CRESTVIEW ELEMENTARY SCI1001. 1611XX - 42N1) AVFNIIE soul"' TuKwit.A, wAsitiNuroN 1 PARKING LOT I 42ND AVENUE SOUTH PARK (LAWN AREA) NORTH BUILDING PARKING LOT 1 0 0 OFFICE BUILDING. SOUTH Ft BUILDING COVERED, •WALKWAY 1 PARK (WOODED AREA) KINDERGARTEN BUILDING • Group Northw SCALED.. 1. ".� 8 0' GiotahMCSI Engintent ; Environmental, DATE `: 5/2/97:.. I PARKING LOT I NO.._ PARK WN AREA OFFICE BUILDING SOUTH BUILDING COVERED WALKWAY 1 PARK (WOODED AREA) LIKINDERGARTEN BUILDING BASEBALL FIELD ACCESS TO S. 164TH ST. (EDID Group Northwest, Inc. Geotethnical Engineers. Geologists, 8 Environmental SaenUsts SITE MAP.` CRESTVIEW ELEMENTARY SCHOOL 16200 - 42ND AVENUE SOUTH TUKWILA, WASHINGTON CALE: 1" = 80' 1 DATE: 5/2/97 I MADE: KJ CHKD: WC JOB NO: E -0758 PLATE'' • 05 G • i 1i • M.I.1.11•• Sal I figh it • • o. . . , , . \ i a, ss,:\ 146 iverton f tsi tl 1 ;71 2•S " Fgitual • 1%, 1 I. 3 \ •sit - 141'1°1'1'44'e :TT 42337 - • gr PROJECT SITE 1• 1; ;.. . Park. • .6. 1. 'MiCken, Heightsi 2 : wilon ; •" • '1' 1 . ,. ''. ' >!. s ,1; • . .1 . . . ... ... — F Dinnu: 10111 1 I A ' Mr 4P. .. 1. , ., ......._ _.._ • • . ••..... ; .• .. . t. , •,4 ....7 ..II•1 11 .. : " , : 41° : ...41".: I • ■ ■• iffiw , i SeaTac " • • • • - • • 4.4-• • • • • ■ By 48 1 t ' .J ., ....... ...., ) 4 • ' i I .ti.:„....-...,. -..:........._..jei...:Y.. . .,. ...,. r , /1 / r. s —1 ••1 ! . 4. 1 . ) 1.4kr• VAIIrl, View Sdito t . • • Bti ; I • • • Sc • • 'Chiuuuk ••..1 . 'Middle Sch .•.i • fo • , . Tvce . N------'. ' /0 , ' 1•14h Sck • •' )1 ' ; .(14. 1 rut.% ! - 4 S,‘ I • = ;4/ • ." BIT! s • 4 •-•?"1.• gib . • GEO Group Northwest, Inc. Geotecnnical Engineers Geologists & Environmental Sciemisls TOPOGRAPHIC MAP CRESTVIEW ELEMENTARY S(I1)01. 1611XX - 42N1) AVENUE SOUTH TUKWILA, wAstiourroN UNDERGROUND FUEL TANK (APPROXIMATE LOCATION) GRAVEL AREA Oates —.., -- B -2 SOUTH BUILDING B -1 WATER MAIN VAULT LEGEND 4" SOIL BORING DRILLED BY B -1 GEO GROUP NORTHWEST, INC. =. �. SUSPECTED UNDERGROUND FUEL LINE LOCATION Group Northwest, Inc. Geotechnical Engineers. Geologists. & Environmental Scientists BORING LOCATION MAP CRESTVIEW ELEMENTARY SCHOOL 16200 - 42ND AVENUE SOUTH TUKWILA, WASHINGTON BORING NO. B -1 Logged Ely: KAJ Date Drilled: 5/14/97 Surface Elev. 480 feet +/- Depth fl USCS Code Soil 1)escription Sample SFr (N) Blows per Gastech Reading wpm) Other Tests Comments I')pe No 6-inehes " S " — 10 _. 2(1 25 ~ 30 35 ` - - 40 FIL 5p SP- SM SP- SM SP- SM SI' Gravelly ground surface. Orange -hruwn crushed rock and silty sand base to 12" depth. Cray gravelly sand FILL below. rri? 5': Grayish brown sand III 1.. line to medium grained. 5- IU "o gravel. no lines. damp to moist. ter) loose (ira)ish brown SAND with gruel. Tine In metlitnn grained. 30"0 gravel. damp. dense (glacial till). la 15'. 5-10% silt. no gravel. ter) dense .rl 18' driller reports gra%el1> lone it 211'. similar ;Is at 13' rl 25': Brownish t!I'a ■. damp to moist. (I. 30'. 10-15" it gni ■ el. no Tines. I" thud. ,III) sand lens in sampler. dump T 1 T 1 T 1 T T S1 12 S3 14 S` S6 (1.0.0 IN., 1)) 12.2i). IM tN =38) 16, 25, 28 1N "3) lit, 38. 42 IN -Bill 24, 33.49 IN =82) 0 0 11 I) The boring was located approximately 2U feet Crest ()Idle south building and near the till port for the light oil storage tank. The boring was completed to 31.5 feet. The boring was drilled usin L' a truck - mounted (. ME 85 rig equipped with hollow- stela augers (iroundwater was not encountered during drilling LEG i ND: = 2" 0 I) Split -Spoon Sampler liR(')UNDWA'rla( T 3" 0.1) Shelby -Tube Sampler 011SIil(VATION 3" 0.1) California Sampler seal ntt.asured wafer level 1screen) Wli1.1. aeIl Up —_ BORING LOG c'IZfs'rvlEW ELEJIEX'rAKKVSCUOOI. GEO Groin Northwest, Inc. BORING NO. B -2 l egged By: KAJ Date Drilled: 5/14/97 Surface I:Iev. 480 feet +/- Depth 11 1)SCS (.'ode Sui) Description Sample SPT (N) Blows per (lasted' Reading (ppnt) Oilier Tests & Comments Type Nu 6- inches - - - Gravelly ground surface. Orange -brown crushed rock and silty sand base to 12" depth. Light grayish brown sand below (FILL ?). FIL rr? 5': Grayish brown sand. tine to medium grained, trace T SI 11, 15. 11 lines. trace gravel, damp. medium dense (FILL?). 1 (N =26) 10 - SP Brownish gra) SAND. line Itl medium grained. damp. dense S2 12, 15. 18 (i (glacial till) _L IN =33) 1 1, SI) ,r 15' similar ;is ;Mose. set-) dense I S3 16.2.4. 27 II IV =311 2() r SP is 21)'. dark grayish brown. SO-83" ii line to medium sand. I5 I S4 19, 50 it - 20" u gravel. damp to moist (NI) 1 ) 25 SP- ,r 25' Brownish Ina) to,.li %: gra). 5-10"a silt. 25- I Y. 41. 41. 511 II S41 31) "0 gravel. damp au 4" _ 09,-91. 1 31) SP ri 34)' no lines. 5 -11) "', u.l+e) S6 19. 26. 30 _ 1N =56) 35 — " - _ _ The boring was located approximately' 24) feet west of the south building and near the till port for the heavy oil storage lank. The boring was completed to 31.5 feet. The boring was drilled using a truck - mounted C1v1E 85 rig equipped evith hollow-stem augers (iroundwaler was not encountered during drilling. 40 LEGEND: = 2" 1)I) Split -Spoon Sampler (iltOUNDWA'Ii I( seal y- 3"1) I) Shelh).1uhe Sampler uI3SIiRVATION ' measured water level WELL _!ll_ 3" () I) California Sampler well tip (screen) BORING LOG GEO Group Northwest, Inc. CRES'I'VIi' V F :LEMF:N'rAk ' sr.Ilool. I............,... • ..�.. �,.... • .. .. 1624)1) • 42ND AVENUE SOII'1'll 1: IT 1: IT APPENDIX A E-0758 PHOTOGRAPHS Photo No. 1: East view of school buildings. Photo No. 2: North view down covered walkway along north building. Group Northwest, Inc. (Aulccloth:al Eiiglnccr., Cculugiala, S Envlrunmeulnl lcicnlhh PHOTOS CRESTVIEW ELEMENTARY SCHOOL TUKWILA, WASHINGTON Project Nu. E -0758 Prepared 13y KJ Date 5/21/97 N',rU^,`t `i,uo[ CON n,.|nx\kvxNmx1oh6u}mi|Jix2,ixhxkuomoJ Photo No. 4: \\ ut `i,v dim 11 roV,r,J nx|knxy along south building. (.; [0U|) NU[1lmCs\, inc. 1-__'___-____' PHOTOS (kFS1 VIEW [LE\\LHl\KYSCHOOL ll/k0L�.WA9M/NGTON N'' E'075« ' ----------'--- |�� 5/.2|/Y7 Photo No. 5: NIultipurpose room. Photo No. 6: West N'iew of office building (left) and north building (right). Group Northwest, Inc. Fus 1 tifitilt.t.t..1 P1-10TOS CRESTVIEW ELEMENTARY SCHOOL TUK\VILA, WASHINGTON Project No E-075$ Prep.tretl1i KJ Date 5/21/97 Photo No. 7: Southeast viers of kindergarten building. Photo No. 8: Inside kindergarten building (Room 57). GEO Group Northwest, Inc. l...olct him al Engine,. Grologhl.. , ■ t:ii% uoi tweul. I 111iii111 PHOTOS CREST\'IE \\- ELEMENTARY SCHOOL TUKWILA. WASHINGTON Prujoct No. E -0758 Prep.uNd uy KJ Date 5/21/97 Photo 10: Soft lagging (fiberglass) and hard fittings around Photo 9: Hard lagging around hot water tank and riser pipes in room 34 (south building). pipe on right (Room 34, south building). GEO Croup Northwest, Inc. (iruiv'cIlull'NI K:uglucur�, (iuulughh, & Kn Iranulunlul ticluulht► PHOTOS CRESTVIEW ELEMENTARY SCHOOL TUKWILA, WASHfNGTON Project Nu. E -0758 Prepurea 13y KJ Dube 5/21/97 Photo No. 1 1 : Boiler in Roorn 34 (south building). Photo No. 12: Typical soft (fiberglass) lagging around pipes in south building (Room 33). Note hard fitting on )ipe connection indicated by red dot and duct tape. Group Northwest, Inc. l ;culerhniv;�l I�:ul;hieero, Crulughl�, h:uA h uiuu.ulul Srlcult.l. PHOTOS CRESTVIEW ELEMENTARY SCHOOL TUKWILA. WASHINGTON Pruject Nu. E-0758 Prepared lh K1 bite 5/21/97 Photo No. 13: Kitchen (south building, Room 30). Note pile chase at intersection of wall and ceiling. Photo No. 14: Gypsum board walls in Room 6 (south building, 1979 addition). OM Group Northwest, Inc. Gvia". uh'•tl liugmc.•rt, Cc��lugul�, J Ent trt,nnu•ulal SrienNil, PHOTOS CRESTVIEW ELEMENTARY SCHOOL TUKWILA, WASHINGTON Prujecl No. E -075S Pr4paretI13y KJ Dale 5/21/97 "X-4creerm.a.,mmts,wctitixig;e7AMIii4ATIK1f.>;`' = rotip Nurti11■1, li1C. Pi i()T( S1 VII:\\, 11■11-N1.,01 SCII()(}L \‘'.-\SIV,CiTC)N Photo No. 17: Insulation mud around pipe at wall in Roost 36 (south building). Fiberglass - lagged pipe visible behind acoustical ceiling tile. Photo No. 18: Typical classroom in north building (Room 12). Group Northwest, Inc. ( uterlm e:it Engineers, Ceulugists, PHOTOS CRESTVIEW ELEMENTARY SCI-100L Project Nu. E -0755 Prepared lay KJ Photo No. 19: North wall and skylight in Room 50 (south building, 1960 addition). Photo No. 20: East and south walls in Room 50. Group Northwest, Inc. l;1'i1111111111111 h1g111rvi CvollIghl\, PHOTOS CRFSTVIIEW ELEMENTARY SCHOOL ojed No ►1,v►I.ovt1 By E -075 KJ Photo No. 21: !lard insulation and elbows on pipe in wall in Room 10. Photo No. 22: 1-1ard pipe insulation, elbows, and hangers visible in Room 10. Group No rthnv est, Inc. GtoIclhiIk.11 h:uglncu0cloghh, •\ )i 1111, uI)II !) .11 .•., CIIU)l> PHOTOS CRESTVIE\V ELEMENTARY SCHOOL TUKWILA, WASHINGTON Pnlje■t No E -0755 KJ !we 5/21/97 Photo 'N'o. 23: Inside multipurpose room; storeroom located behind wood panel s‘all. Photo No. 24: AC \'l pipe lagging and elbows inside multipurpose room. Group Northwest, Inc. l.cuI 11111�,11 I':11�111TH'), �: C0111 �1f1a, Vii% uuuun ulul \�Icull +l� PHOTOS CRESTVIL \V FLE \ILN"1'ARY SCHOOL TUIKWII.A WASI- IINC;'I'ON Prujea No E -(758 PrepaleJ I!)• K1 Dahl 5/21 /97 • APPENDIX B E-0758 DATABASE SUMMARY REPORT 1 1 r r 1 1 1 1 1 1 r 1 1 1 0 1 The EDR- Radius Map with. GeoCheckTM Crestview Elementary School 160th -42nd Ave S Tukwila, WA 98188 Inquiry Number: 171312.1s April 21, 1997 Environmental Data • Resources, Inc • • Creators of Toxicheck/® The Source For Environmental Risk Management Data 3530 Post Road Southport, Connecticut 06490, Nationwide Customer Service Telephone: 1-8W-352-0050 Fax: 1-800-231-6802 TABLE OF CONTENTS SECTION PAGE Executive Summary . ES1 . 1 Topographic Map. 2 1 GeoCheck Summary . 3 Overview Map. 4 ( d Detail Map. 5 Map Summary - All Sites. 6 ii Map Summary - Sites with higher or the same elevation as the Target Property. 7 Map Findings. 8 11 Orphan Summary . 12 8 APPENDICES GeoCheck Version 2.1 Al EPA Waste Codes A6 Government Records Searched / Data Currency Tracking Addendum A7 1.1 Thank you for your business. Please contact EDR at 1- 800 - 352 -0050 with any questions or comments. Disclaimer This Report contains information obtained from a variety of public sources and EDR makes no representation or warranty regarding the accuracy, reliability, quality, or completeness of said information or the information contained in this report. The customer shall assume full responsibility for the use of this report. No warranty of merchantability or of fitness for a particular purpose, expressed or Implied, shall apply and EDR specifically disclaims the making of such warranties. In no event shall EDR be liable to anyone for special, incidental, consequential or exemplary damages. Copyright (c) 1997 by EDR. All rights reserved. 1 EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources, Inc. (EDR). The report meets the government records search requirements of ASTM Standard Practice for Environmental Site Assessments, E 1527.97. Search distances are per ASTM standard or custom distances requested by the user. The address of the subject property for which the search was intended is: 160TH -42ND AVE S TUKWILA, WA 98188 No mapped sites were found in EDR's search of available ( "reasonably ascertainable ") government records either on the subject property or within the ASTM E 1527 -97 search radius around the subject property for the following Databases: NPL: National Priority Ust Delisted NPL: NPL Deletions RCRIS -TSD• Resource Conservation and Recovery Information System CERCLIS: Comprehensive Environmental Response, Compensation, and Uability Information System CERC- NFRAP: Comprehensive Environmental Response, Compensation, and Liability Information System CORRACTS• Corrective Action Report SWF /LF: Solid Waste Facilities Handbook LUST: Leaking Underground Storage Tanks Site Ust RAATS: RCRA Administrative Action Tracking System RCRIS -LQG: Resource Conservation and Recovery Information System HMIRS• Hazardous Materials Information Reporting System PADS: PCB Activity Database System ERNS: Emergency Response Notification System FINDS: Facility Index System TRIS: Toxic Chemical Release Inventory System NPL Lien: Federal Superfund Uens TSCA: . Toxic Substances Control Act MLTS: Material Ucensing Tracking System ROD* . Records Of Decision CONSENT: Superfund ( CERCLA) Consent Decrees Air Emissions: Washington Emissions Data System Coal Gas: Former Manufactured gas (Coal Gas) Sites. Unmapped (orphan) sites are not considered in the foregoing analysis. Search Results: Search results for the subject property and the search radius, are listed below: Subject Property: The subject property was not listed in any of the databases searched by EDR. EXECUTIVE SUMMARY Surrounding Properties: Elevations have been determined from the USGS 1 degree Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. EDR's definition of a site with an elevation equal to the subject property includes a tolerance of -10 feet. Sites with an elevation equal to or higher than the subject property have been differentiated below from sites with an elevation lower than the subject property (by more than 10 feet). Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold ltallcs are in multiple databases. CSCSL: The State Hazardous Waste Sites records are the states' equivalent to CERCLIS. These sites may or may not already by listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. The data comes from the Department of Ecology's Confirmed & Suspected Contaminated Sites List. A review of the CSCSL list, as provided by EDR, and dated 10/01/1996 has revealed that there are 2 CSCSL sites within approximately 1 Mile of the subject property. Lower Elevation Address TP Dist Map ID Page MINCHEW PROPERTY 3025 S 150TH ST 1/2 - 1 B4 9 MINCHEW PROPERTY 3025 S 150TH ST 1/2 - 1 B5 10 UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data comes from the Department of Ecology's Statewide UST Sitefrank Report. A review of the UST list, as provided by EDR, and dated 02/01/1997 has revealed that there is 1 UST site within approximately 0.25 Miles of the subject property. Equal/Higher Elevation Address TP Dist Map ID Page WILLIE'S AUTO SERVICE 16402 MILITARY RD S 0. 1/8 A2 8 RCRIS: The Resource Conservation and Recovery Act database includes selected information on sites that generate, store, treat, or dispose of hazardous waste as defined by the Act. The source of this database is the U.S. EPA. A review of the RCRIS -SQG list, as provided by EDR, and dated 10/31/1996 has revealed that there are 2 RCRIS -SOG sites within approximately 0.25 Miles of the subject property. Equal/Higher Elevation Address TP Dist Map ID Page ONSITE ANTIFREEZE RECYCLING 16325 MILITARY RD S 0 - 1/8 1 8 J ROYAL FABRIC CARE CTR 16433 MILITARY RD S 0 - 1/8 A3 9 a 1 I I EXECUTIVE SUMMARY • Due to poor or inadequate address Information, the following sites were not mapped: Site Name SEA-TAC/CONTINENTAL FUEL FARM SEA-TAC/CONTINENTAL FUEL FARM SEA-TAC/CONTINENTAL FUEL FARM SEA-TAC/CONTINENTAL FUEL FARM SEA-TAC/CONTINENTAL FUEL FARM UNOCAL 3965 1.0 WDOE NRO S 158TH • WDOE RAS OPERATIONS NW REGION JOES AGATES & CRAFTS ; ANGLE LAKE COLLISION CTR U HAUL CO OF SEA TAC PI. • • WDOE NRO W VALLEY HVVY ACCIDENT Database(s) CSCSL CSCSL CSCSL CSCSL CSCSL UST,LUST RCRIS-SOG,FINDS RCRIS-SQG RCRIS-SCIG,FINDS RCRIS-SCIG,FINDS RCRIS-SQG,FINDS RCRIS-SQG,FINDS TOPOGRAPHIC MAP - 171312.1 s - Geo Group Northwest Inc. rose© Z Major Roads Contour Unes Walenways Earthquake epbenter, Richter 6 or greater Closest Federal W. In quadrant Closest State Well In quadrant Closest Public Water Supply Well !Mbs 1 i r GEOCHkVK VERSION 2.1 SUMMARY GEOLOGIC AGE IDENTIFICATIONI Geologic Code: Tec Era: Cenozoic System: Tertiary Series: Eocene ROCK STRATIGRAPHIC UNITt Category: GROUNDWATER FLOW INFORMATION Continental Deposits Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. if such data is not reasonably ascertainable, It may be necessary to rely on other sources of information, including well data collected on nearby properties, regional groundwater flow information (from deep aquifers), or surface topography.* General Topographic Gradient: General ENE General Hydrogeologic Gradient: No hydrogeologlc data available. USGS TOPOGRAPHIC MAP ASSOCIATED WITH THIS SITE Target Property: 2447122.03 DES MOINES, WA FEDERAL DATABASE WELL INFORMATION WELL DISTANCE DEPTH TO QUADRANT FROM TP LITHOLOGY WATER TABLE Northern 1/2. 1 Mile Not Reported Not Reported Eastern 1/2. 1 Mile Not Reported 6 It. Southern 1(2. 1 Mile Not Reported 20 tt. Western 1/8 • 1/4 Mile Not Reported 222 tt. STATE DATABASE WELL INFORMATION WELL DISTANCE a' QUADRANT FROM TP NO WELLS FOUND PUBLIC WATER SUPPLY SYSTEM INFORMATION (EPA•FRDS) Searched by Nearest Well. NOTE: PWS System location is not always the same as well location. PWS Name: SNOQUALMIE PASS SEWER DISTRICT SNOQUALMIE PASS, WA 98068 Location Relative to TP: >2 Miles North Well currently has or has had major violation(s): Yes AREA RADON INFORMATION KING COUNTY, WA Number of sites tested: 106 Area Average Activity % <4 pCl/L % 4.20 pCl/L % >20 pCl/L Living Area • 1st Floor 0.334 pCl/L 99% 1% 0°4 Living Area • 2nd Floor 0.800 pCi /L 100% 0% 0% Basement 0.538 pCi /L 97% 3% 0% Sane: P G. SchruWan. R E. MWI and W.I. /awiae, Gadogy d °r Colorowtaus U 1. at 1:2500,000 S c a n , • Mogul IM rape 4111Aban Ohl INN P.1 1adaran M. U10/ NM Oak INnad 001•.11(1N). 1 5 US, EPA Grand WNr Handbook, Yd I. Grand WaW and ConMrtw,aWn, 01sa Al Rawrcb and WrpWmrn `PM5254110p1Y.CDapM 4. PAP 1110 TC171312.1a Page 3 OVERVIEW MAP - 171312.1 s - Geo Group Northwest Inc. 1 * Target Property • Sites at elevations higher than or equal to the target property • Sites at elevations lower than the target property L Coal Gasification Sites (If requested) National Priority List Sites Landfill Sibs AI Power transmission lines N OII a Gas pipelines * Target Property • Sites at elevations higher than or equal to the target property • Sites at elevations lower than the target property A Coal Gasification Sibs (if requested) i Sensitive Receptors National Priority List Sites Landfill Sites 1A N Power transmission Mee N Oil & Gas pipelines TARGET PROPERTY: ADDRESS: CITY /STATE/ZIP: LAT/LONG: Crestview Elementary School 160th -42nd Ave S Tukwila WA 98188 47.45781122.2796 CUSTOMER: CONTACT: INQUIRY 0: DATE: Geo Group Northwest Inc. Keith Johnson 171312.1s April 21,1997 8:38 pm MAP FINDINGS SUMMARY SHOWING ALL SITES Database Search Target Distance Total Property (Miles) < 1/8 1/8. 1/4 1/4 -1/2 1/2 - 1 > 1 Plotted NPL 1.000 0 0 0 0 NR 0 Delisted NPL TP NR NR NR NR NR 0 RCRIS -TSD 1.000 0 0 0 0 NR 0 CSCSL 1.000 0 0 0 2 NR 2 CERCLIS 0.500 0 0 0 NR NR 0 CERC -NFRAP TP NR NR NR NR NR 0 CORRACTS 1.000 0 0 0 0 NR 0 State Landfill 0.500 0 0 0 NR NR 0 LUST 0.500 0 0 0 NR NR 0 UST 0.250 1 0 NR NR NR 1 RAATS TP NR NR NR NR NR 0 RCRIS Sm. Quan. Gen. 0.250 2 0 NR NR NR 2 RCRIS Lg. Man. Gen. 0.250 0 0 NR NR NR 0 HMIRS TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 ERNS TP NR NR NR NR NR 0 FINDS TP NR NR NR NR NR 0 TRIS TP NR NR NR NR NR 0 NPL Liens TP NR NR NR NR NR 0 TSCA TP NR NR NR NR NR 0 MLTS TP NR NR NR NR NR 0 ROD 1.000 0 0 0 0 NR 0 CONSENT 1.000 0 0 0 0 NR 0 Wa Air Emissions (EMI) TP NR NR NR NR NR 0 Coal Gas 1.000 0 0 0 0 NR 0 TP - Target Property NR - Not Requested at this Search Distance • Sites may be listed in more than one database t 1 1 1 1 MAP FINDINGS SUMMARY SHOWING ONLY SITES HIGHER THAN OR THE SAME ELEVATION AS TP Database Search Target Distance Total Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 -1 > 1 Plotted NPL 1.000 0 0 0 0 NR 0 Delisted NPL TP NR NR NR NR NR 0 RCRIS -TSD 1.000 0 0 0 0 NR 0 CSCSL 1.000 0 0 0 0 NR 0 CERCLIS . 0.500 0 0 0 NR NR 0 CERC -NFRAP TP NR NR NR NR NR 0 CORRACTS 1.000 0 0 0 0 NR 0 State Landfill 0.500 0 0 0 NR NR 0 LUST 0.500 0 0 0 NR NR 0 UST 0.250 1 0 NR NR NR 1 RAATS TP NR NR NR NR NR 0 RCRIS Sm. Ouan. Gen. 0.250 2 0 NR NR NR 2 RCRIS Lg. Man. Gen. 0.250 0 0 NR NR NR 0 HMIRS TP NR NR NR NA NR 0 PADS TP NR NR NR NR NR 0 ERNS TP NR NR NR NR NR 0 FINDS TP NR NR NR NR NR 0 TATS TP NR NR NR NR NR 0 NPL Liens TP NR NR NR NR NR 0 TSCA TP NR NR NR NA NR 0 MLTS TP NR NR NR NR NR 0 ROD 1.000 0 0 0 0 NR 0 CONSENT 1.000 0 0 0 0 NR 0 Wa Air Emissions (EMI) TP NR NR NR NR NR 0 Coal Gas 1.000 0 0 0 0 NR 0 TP - Target Property NR - Not Requested at this Search Distance • Sites may be listed in more than one database Map ID Direction Distance Elevation Site 1 WSW < 1/8 Higher A2 SSW < 1/8 Higher MAP FINDINGS EDR ID Number Database(s) EPA ID Number Coal Gas Site Search: No site was found In a search of Real Property Scan's ENVIROHAZ database. ONSITE ANTIFREEZE RECYCLING 16325 MILITARY RD S SEATTLE, WA 98188 Used Oil Recyc: No Violation Status: No violations found RCRIS -SQG FINDS WILLIE'S AUTO SERVICE 16402 MILITARY RD S SEATTLE, WA 98188 UST: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment #: Ecology Region: Facility ID: Install Date: Capacity: Compartment N: Ecology Region: Facility ID: Install Date: Capacity: Compartment N: Ecology Region: 9518 12/31/64 Not reported 1 North Western 9518 12/31/64 Not reported 1 North Westem 9518 12/31/64 Not reported 1 North Western 9518 12/31/64 Not reported 1 North Western 9518 1/1/82 Not reported 1 North Westem 9518 1/1/82 Not reported 1 North Western 9518 1/1/82 Not reported 1 North Western Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: UST 1 Removed Steel•Unprotected LEADED GASOLINE 2 Removed Steel•Unprotected UNLEADED GASOUNE 3 Removed Steel•Unprotected UNLEADED GASOLINE 4 Removed Steel•Unprotected UNLEADED GASOUNE 1. Operational Steel•Unprotected LEADED GASOUNE 3. Operational Steel•Unprotected UNLEADED GASOLINE 4. Operational Steel•Unprotected UNLEADED GASOLINE 1000993208 WA0001006154 U003028908 N/A Map ID Direction Distance Elevation Site A3 SSW < 1/8 Higher B4 NW 1/2.1 Lower WILLIE'S AUTO SERVICE (Continued) Facility ID: Install Date: Capacity: Compartment 0: Ecology Region: Facility ID: Install Date: Capacity: Compartment 8: Ecology Region: 9518 12/31/64 Not reported 1 North Western 9518 1/1/82 Not reported 1 North Western Tank ID: Status: Tank Material: Substance: Tank ID: Status: Tank Material: Substance: EDR ID Number Database(s) EPA ID Number U003028908 5 Removed Fiberglass Reinforced Plastic USED OIL/WASTE OIL 2. Operational Fiberglass Reinforced Plastic LEADED GASOLINE ROYAL FABRIC CARE CTR 16433 MILITARY RD S SEATTLE, WA 98188 RCRIS: Owner: LOWELL C LUCAS Classification: Conditionally Exempt Small Quantity Generator Mille Quantity WW2 D039 0.000 (N) F002 (M) - Metric Tons , (P) - Pounds , (K) - Kilograms , Used 01I Recyc: No Violation Status: No violations found RCRIS•SOG /000878412 FINDS WA0000049379 Quantity 0.000 (N) (T) - Tons , (N) - Not Reported MINCHEW PROPERTY 3025 S 150TH ST SEATAC, WA 98188 Map ID Direction Distance Elevation Site MAP FINDINGS MINCHEW PROPERTY (Continued) EDR ID Number Database(s) EPA ID Number SHWS: Facility iD: 2435 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: independent Remedial Action Independent Site Status • those sites undergoing an independent cleanup: Final Independent Remedial Action Report received WARM Bin Number indicates the outcome of the WAshinton Ranking Model (WARM): Not reported Affected Media: Groundwater Media Status: S (Suspected) Due to preliminary investigations or the nature of business operations or manufacturing processes, certain contaminants are suspected to be present at the site Base /Neutral/Acid Organics: Not reported Halogenated Organic Compounds: Suspected to be present EPA Priority Pollutants • Metals and Cyanide: Suspected to be present Metals • Other non•priority pollutant medals: Suspected to be present Polychlorinated blPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Suspected to be present Phenolic Compounds: Not reported Non•Halogenated Solvents: Suspected to be present Dioxin: Not reported Polynuclear Aromatic Hydrocarbons (PAH): Not reported Reactive Wastes: Not reported Corrosive Wastes: Not reported Radioactive Wastes: Not reported Asbestos: Not reported Conventional Contaminants, Organic: Not reposed Conventional Contaminants, Inorganic: Not reported 85 MINCHEW PROPERTY NW 3025 S 150TH ST 1/2 -1 . SEATAC, WA 98188 Lower S102353902 Distance Elevation Site MINCHEW PROPERTY (Continued) SHWS: Facility ID: 2435 Rank: Not reported Responsible Unit: NORTHWEST Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status • those sites undergoing an Independent cleanup: Final Independent Remedial Action Report received WARM Bin Number Indicates the outcome of the WAshinton Ranking Model (WARM): Not reported Affected Media: Soil Media Status: C (Confirmed) • The presence of hazardous substances above MTCA deanup levels has been confirmed by laboratory analysis (or field determination in the case of petroleum contamination) Base/Neutral/Acid Organics: Not reported Halogenated Organic Compounds: Suspected to be present EPA Priority Pollutants • Metals and Cyanide: Suspected to be present Metals • Other non-priority pollutant medals: Suspected to be present Polychlorinated blPhenyls (PCBs): Not reported Pesticides: Not reported Petroleum Products: Confirmed above MTCA cleanup levels Phenolic Compounds: Not reported Non•Halogenated Solvents: Suspected to be present Dioxin: Not reported Polynuctear Aromatic Hydrocarbons (PAH): Not reported Reactive Wastes: Not reported Corrosive Wastes: Not reported Radioactive Wastes: Not reported Asbestos: Not reported Conventional Contaminants, Organic: Not reported Conventional Contaminants, Inorganic: Not reported EDR ID Number Database(s) EPA ID Number S102363903 ORPHAN SUMMARY b eis ce W a 2 8 888 2.. z zzz Z LL LL LL LL 88(8�y ,888 ((J UN N��yJ f�(N,)�� C7 OVUM S Q Q¢ LO CO m CD m CD CD CO CD CO CD m O1 O1 fl1 01 C/1 O1 o 01 OI OI Q1 0) < < < < < W LL LL 1.1.4. LL ¢ 1 J BASIC WELL DATA Site ID: Site Type: Year Constructed: Altitude: Well Depth: Depth to Water Table: Date Measured: LITHOLOGIC DATA , Not Reported Well Closest to Target Properly (Northern Quadrant) 472805122160901 Single well, other than Not Reported 60.00 ft. 42.00 ft. Not Reported Not Reported WATER LEVEL VARIABILITY Not Reported Distance from TP: 1/2. 1 Mile collector or Ranney type County: Not Reported State: Not Reported Topographic Setting: Not Reported Prim. Use of Site: Destroyed Prim. Use of Water. Not Reported GEOCHECK VERSION 2.1 FEDERAL DATABASE WELL INFORMATION BASIC WELL DATA Site ID: Site Type: Year Constructed: Altitude: Well Depth: Depth to Water Table: Date Measured: LITHOLOGIC DATA , Not Reported Well Closest to Target Property (Eastern Quadrant) 472751122160401 Single well, other than Not Reported 90.00 ft. 18.20 ft. 6.00 It. Not Reported WATER LEVEL VARIABILITY Not Reported Distance from TP: collector or Ranney type County: State: Topographic Setting: Prim. Use of Site: Prim. Use of Water: 1/2. 1 Mile Not Reported Not Reported Not Reported Withdrawal of water Domestic BASIC WELL DATA Site ID: Site Type: Year Constructed: Altitude: Well Depth: Depth to Water Table: Date Measured: LITHOLOGIC DATA , Not Reported „ . 61...ioesitci target PriiPeic • iii uuaerUi irt) • • 472645122172401 Single well, other than 1932 900.00 ft. , 28.0011. 20.0011. 01011940 WATER LEVEL. VARIABILITY Not Reported Distance from TP: collector or Ranney type. County: State: Topographic Setting: Prim. Use of Site: Prim. Use of Water 1/2 • 1 Mile Not Reported Not Reported Not Reported Withdrawal of water Irrigation GEOCHECK VERSION 2.1 FEDERAL DATABASE WELL INFORMATION BASIC WELL DATA Site ID: Site Type: Year Constructed: Altitude: Well Depth: Depth to Water Table: Date Measured: LITHOLOGIC DATA , Not Reported WATER LEVEL VARIABILITY Not Reported Well Closest to Target Property (Western Quadrant) 472732122170001 Single well, other than Not Reported 490.00 ft. 356.00 ft. 222.00 ft. 06281962 Distance from TP: collector or Ranney type County: State: Topographic Setting: Prim. Use of Site: Prim. Use of Water: • 1/8. 1/4 Mile Not Reported Not Reported Not Reported Withdrawal of water Public supply 1 1 I 1 i i I t 1 1 a 11 I PWS SUMMARY: PWS ID: WA5381048 PWS Status: Active Distance from TP: >2 Miles Date Initiated: Not Reported Date Deactivated: Not Reported Oir relative to TP: North PWS Name: SNOOUALMIE PASS SEWER DISTRICT SNOOUALMIE PASS, WA 98068 GEUCHECK VERSION 2.1 PUBLIC WATER SUPPLY SYSTEM INFORMATION Searched by Nearest Well. Addressee / Facility: Not Reported Facility Latitude: 47 29 30 City Served: Not Reported Treatment Class: Treated Well currently has or has had major violation(s): Violations Information not reported. Fadlity Longitude: . :1221848 Yes EPA Waste Codes Addendum Code Description D039 TETRACHLOROETHYLENE F002 THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1 - TRICHLOROETHANE, CHLOROBENZENE, 1, 1, 2- TRICHLORO- 1,2,2 - TRIFLUOROETHANE, ORTHO- DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2 - TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES /BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR, THOSE LISTED IN F001, F004, OR F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. 1' u■ V GIII ■4 L.A.. lu.r v...rr11V1 / won 1 n vt✓r 111LivL. 1 1 11Hfvt\IIVu To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Elapsed ASTM days: Provides confirmation that this EDR report meets or exceeds the 90•day updating requirement of the ASTM standard. FEDERAL ASTM RECORDS: CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System Source: EPA/NTIS Telephone: 703-603-8904 CERCLIS: CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCUS contains sites which are either proposed to or on the National Priorities Ust (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 12/31/96 Date of Data Arrival at EDR: 01/16/97 Date Made Active at EDR: 03/03/97 Elapsed ASTM days: 48 Database Release Frequency: Monthly Date of Last EDR Contact: 03 /03/97 ERNS: Emergency Response Notification System Source: EPA/NTIS Telephone: 202.260.2342 ERNS: Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 12/31/96 Date of Data Arrival at EDR: 02/05/97 Date Made Active at EDR: 03/18/97 Elapsed ASTM days: 41 Database Release Frequency: Quarterly Date of Last EDR Contact: 01/27/97 NPL: National Priority Ust Source: EPA Telephone: 703.603.8852 NPL: National Priorities Ust (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC). Date of Government Version: 12/01/96 Date Made Active at EDR: 03/03/97 Database Release Frequency: Semi-Annually Date of Data Arrival at EDR: 01/08/97 Elapsed ASTM days: 54 Date of Last EDR Contact: 12/23/96 RCRIS: Resource Conservation and Recovery Information System Source: EPA/NTIS Telephone: 703 - 308.7907 RCRIS: Resource Conservation and Recovery Information System. RCRIS includes selective Information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Date of Govemment Version: 10/31 /96 Date Made Active at EDR: 03/03/97 Database Release Frequency: Semi - Annually Date of Data Arrival at EDR: 01/09/97 Elapsed ASTM days: 53 Date of Last EDR Contact: 02/27/97 TC171312.1 s Page A7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FEDERAL NON -ASTM RECORDS: CONSENT: Superfund (CERCLA) Consent Decrees Source: EPA Regional Offices Telephone: Varies Major legal settlements that establish responsibility and standards for cleanup at NPL ( Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Govemment Version: Varies Database Release Frequency: Varies Date of Last EDR Contact: Varies Date of Next Scheduled EDR Contact: 09/01/95 CORRACTS: Corrective Action Report Source: EPA Telephone: 703.308.7907 CORRACTS: CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 12/01/96 Date of Last EDR Contact: 12/18/96 Database Release Frequency: Semi- Annually Date of Next Scheduled EDR Contact: 03/17/97 FINDS: Facility Index System Source: EPA/NTIS Telephone: 703.908.2493 FINDS: Facility Index System. FINDS contains both facility information and "pointers" to other sources that contain more detail. EDR Includes the following FINDS databases In this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C•DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 09/30/95 Date of Last EDR Contact: 12/30/96 Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: 04/07/97 HMIRS: Hazardous Materials Information Reporting System Source: U.S. Department of Transportation Telephone: 202.366.4555 HMIRS: Hazardous Materials Incident Report System. HMIRS contains hazardous material spill Incidents reported to DOT. Date of Government Version: 12/31/95 Database Release Frequency: Annually Date of Last EDR Contact: 01/27/97 Date of Next Scheduled EDR Contact: 04/28/97 MLTS: Material Licensing Tracking System Source: Nuclear Regulatory Commission Telephone: 301.415.7169 MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 02/13/96 Date of Last EDR Contact: 01/14/97 Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: 04/14/97 NPL LIENS: Federal Superfund Uens Source: EPA Telephone: 205.564.4267 NPL LIENS: Federal Superfund Liens. Under the authority granted the USEPA by the Comprehensive Environmental Response, Compensation and Liability Act ( CERCLA) of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner receives notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/91 Database Release Frequency: No Update Planned Date of Last EDR Contact: 03/03/97 Date of Next Scheduled EDR Contact: 05/26/97 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PADS: PCB Activity Database System Source: EPA Telephone: 202.260.3992 PADS: PCB Activity Database. PADS Identifies generators, transporters, commercial scorers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Govemment Version: 08/26/96 Database Release Frequency: Semi-Annually Date of Last EDR Contact: 01/02/97 Date of Next Scheduled EDR Contact: 05/19/97 RAM'S: RCRA Administrative Action Tracking System Source: EPA Telephone: 202.564.4104 RAATS: RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA wilt retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made It Impossible to continue to update the information contained in the database. Date of Government Version: 04/17/95 Database Release Frequency: N/A Date of Last EDR Contact: 12/16/96 Date of Next Scheduled EDR Contact: 03/17/97 ROD: Records Of Decision Source: NTIS Telephone: 703.416.0703 Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health Information to aid In the cleanup. Date of Government Version: 03/31/95 Database Release Frequency: Annually Date of Last FOR Contact: 03/05/97 Date of Next Scheduled EDR Contact: 06 /02/97 TRIS: Toxic Chemical Release Inventory System Source: EPA/NTIS Telephone: 202.260.2320 TRIS: Toxic Release Inventory System. THIS identifies facilities which release toxic chemicals to the air, water and land In reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/92 Date of Last EDR Contact: 03 /04/97 Database Release Frequency: Annually Date of Next Scheduled EDR Contact: 03/31/97 TSCA: Toxic Substances Control Act Source: EPA/NTIS Telephone: 202.260.1444 TSCA: Toxic Substances Control Act. TSCA Identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. USEPA has no current plan to update and/or reissue this database. Date of Govemment Version: 01/31/95 Database Release Frequency: Annually Date of Last EDR Contact: 12/18/98 Date of Next Scheduled EDR Contact: 03/17/97 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING STATE OF WASHINGTON ASTM RECORDS: CSCSL: Confirmed & Suspected Contaminated Sites List Source: Department of Ecology Telephone: 360. 407.7200 SHWS: State Hazardous Waste Sites. State hazardous waste site records are the states' equivalent to CERCUS. These sites may or may not already be listed on the federal CERCUS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state, Date of Govemment Version: 10/01/96 Date of Data Arrival at EDR: 12/09/96 Date Made Active at EDR: 01/09/97 Elapsed ASTM days: 31 Database Release Frequency: Semi - Annually Date of Last EDR Contact: 02/18/97 HSL: Hazardous Sites List Source: Department of Ecology Telephone: 360-407-7200 HSL: The Hazardous Sites Ust is a subset of the CSCSL Report. It includes sites which have been assessed and ranked using the Washington Ranking Method (WARM). Date of Government Version: 08/20/96 Date Made Active at EDR: 09/23/96 Database Release Frequency: Semi - Annually LUST: Leaking Underground Storage Tanks Site List Source: Department of Ecology Telephone: 360. 407.7200 LUST: Leaking Underground Storage Tank Incident Reports. underground storage tank incidents. Not all states maintain Date of Government Version: 02/01/97 Date Made Active at EDR: 04/07/97 Database Release Frequency: Quarterly Date of Data Arrival at EDR: 09/11/96 Elapsed ASTM days: 12 Date of Last EDR Contact: 12/18/96 LUST records contain an Inventory of reported leaking these records, and the information stored varies by state. Date of Data Arrival at EDR: 02/18/97 Elapsed ASTM days: 48 Date of Last EDR Contact: 02/03/97 SWF/LF: Solid Waste Facilities Handbook Source: Department of Ecology Telephone: 360. 407.6132 SWF/LF: Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste dlaposal facilities or landfills In a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 06/13/96 Date Made Active at EDR: 12/09/96 Database Release Frequency: Annually Date of Data Arrival at EDR: 11/22/96 Elapsed ASTM days: 17 Date of Last EDR Contact: 02/21/97 UST: Statewide UST Site/Tank Report Source: Department of Ecology Telephone: 360.407.7170 UST: Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by stale program. Date of Government Version: 02/01/97 Date Made Active at EDR: 04/11/97 Database Release Frequency: Quarterly STATE OF WASHINGTON NON-ASTM RECORDS: Date of Data Arrival at EDR: 02/18/97 Elapsed ASTM days: 52 Date of Last EDR Contact: 02/03/97 I GOVERNMENT RECORDS SEARCHED J DATA CURRENCY TRACKING AIR EMISSIONS: Washington Emissions Data System Source: Department of Ecology - Telephone: 360.407.6040 Date of Govemment Version: 12/31/94 Database Release Frequency: No Update Planned Date of Last EDR Contact: 01/30/97 Date of Next Scheduled EDR Contact: 04/28/97 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 7 WASHINGTON COUNTY RECORDS KING COUNTY: Seattle - King County Abandoned Landfill Toxicity / Hazard Assessment project Source: Department of Public Health Telephone: 206.296.4785 This report presents the Seattle•King County Health Department's follow-up investigation of two city owned and four county owned abandoned landfills which was conducted from February to December 1986. Date of Government Version: 12/31/86 Date of Last EDR Contact: 08/14/95 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: N/A Abandoned Landfill Study In King County Source: Seattle•King County Department of Public Health Telephone: 206.296.4785 The King County Abandoned Landfill Survey was conducted from October through December 1984 by the Health Department's Environmental Health Division at the request of the King County Council. The primary objective of the survey was to determine if any public health problems existed at the predetermined 24 sites. Date of Government Version: 04/30/85 Date of Last EDR Contact: 10/21/94 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: N/A Abandoned Landfill Study In the City of Seattle Source: Seattle • King County Department of Public Health Telephone: 206.296.4785 The Seattle Abandoned Landfill Survey was conducted in June and July of 1984 by the Health Department's Environmental Health Division al the request of the Mayor's Office. The primary objective of the survey was to determine if any public health problems existed at the predetermined 12 sites. Date of Government Version: 07/30/84 Date of Last EDR Contact: 10/21/94 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: N/A SNOHOMISH COUNTY: Sollld Waste Sites of Record at Snohomish Health District Source: Snohomish Health District Telephone: 206.339.5250 Date of Government Version: 06/19/96 Database Release Frequency: Semi•Annually TACOMA- PIERCE COUNTY: Date of Last EDR Contact: 01/22/97 Date of Next Scheduled EDR Contact: 04/21/97 Closed Landfill Survey Source: Tacoma-Pierce County Health Department Telephone: 206.591.6500 Following numerous requests for information about closed dumpsites and landfills in Pierce County, the Tacoma-Pierce County Health Department decided to conduct a study on the matter. The aim of the study was to evaluate public health risks associated with the closed dumpsites and landfills, and to determine the need, if any, for further investigations of a more detailed nature. The sites represent all of the known dumpsites and landfills closed after 1950. Date of Government Version: 04/15/93 Date of Last EDR Contact: 01/11/95 Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: N/A GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Historical and Other Database(s) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data In a specific report does not mean that all wetlands In the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. Former Manufactured Gas (Coal Gas) Sites: The existence and location of Coal Gas sites Is provided exclusively to EDR by Real Property Scan, Inc. ®Copyright 1993 Real Property Scan, Inc. For a technical description of the types of hazards which may be found at such sites, contact your EDR customer service representative. Disclaimer Provided by Real Property Scan, Inc. The Information contained in this report has predominantly been obtained from publicly available sources produced by entities other than Real Property Scan. While reasonable steps have been taken to insure the accuracy of this report, Real Property Scan does not guarantee the accuracy of this report. Any liability on the part of Real Property Scan is strictly limited to a refund of the amount paid. No claim is made for the actual existence of toxins at any site. This report does not constitute a legal opinion. DELISTED NPL: Delisted NPL Sites Source: EPA Telephone: 703.603.8769 DEUSTED NPL: The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. in accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. NFRAP: No Further Remedial Action Planned Source: EPA/NTIS Telephone: 703.416.0702 NFRAP: As of February 1995, CERCLIS sites designated No Further Remedial Action Planned" (NFRAP) have been removed from CERCLIS. NFRAP sites may be sites where, following an initial investigation, no contamination was found, contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination was not serious enough to require Federal Superfund action or NPL consideration. EPA has removed approximately 25,000 NFRAP sites to lift the unintended barriers to the redevelopment of these properties and has archived them as historical records so EPA does not needlessly repeat the investigations In the future. This policy change Is part of the EPA's Brownfields Redevelopment Program to help cities, states, private investors and affected citizens to promote economic redevelopment of unproductive urban sites. FRDS: Federal Reporting Data System Source: EPA/Office of Drinking Water Telephone: 202. 260.2805 FRDS provides Information regarding public water supplies and their compliance with monitoring requirements, maximum contaminant levels (MCL's), and other requirements oI the Safe Drinking Water Act 011986. Area Radon Information: The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 • 1992. Where necessary data has been supplemented by Information collected at private sources such as universities and research institutions. OII/Gas Pipelines/Electrical Transmission Lines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Une Graphs from 1:100,000 -Scale Maps. It was extracted from the transportation category Including some oil, but primarily gas pipelines and electrical transmission lines. Sensitive Receptors: There are individuals who, due to their fragile Immune systems, are deemed to be especially sensitive to environmental discharges. These typically include the elderly, the sick, and children. While the exact location of these sensitive receptors cannot be determined, EDR indicates those facilities, such as schools, hospitals, day care centers, and nursing homes, where sensitive receptors are likely to be located. GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING USGS Water Wells: In November 1971 the United States Geological Survey (USGS) Implemented a national water resource information tracking system. This database contains descriptive information on sites where the USGS collects or has collected data on surface water and /or groundwater. The groundwater data includes Information on more than 900,000 wells, springs, and other sources of groundwater. Flood Zone Data: This data, available In select counties across the country, was obtained by EDR in 1994 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500 -year flood zones as defined by FEMA. Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Water Dams: National Inventory of Dams Source: Federal Emergency Management Agency Telephone: 202.646.2801 WATER DAMS: National computer database of more than 74,000 dams maintained by the Federal Emergency Management Agency. Water Wells In Kitsap County Source: Public Utility District No. 1 of Kitsap County Telephone: 206.779.7656 LT ITT ti APPENDIX C E-0758 ASBESTOS SURVEY i i i I i 1 I The pertinent findings from the asbestos survey performed by Geo Group Northwest, Inc., at the EXECUTIVE SUMMARY ASBESTOS SURVEY CRESTVIEW ELEMENTARY SCHOOL 16200 - 42ND AVENUE SOUTH TUKWILA, WASHINGTON Project E -0758 above referenced site are briefly summarized below: • The school consists of four buildings: a north building, a south building, an office building, and a kindergarten building. • Asbestos containing materials (ACM) were found in each building as follows: • • • North Building: Thermal system insulation (pipe lagging, pipe fittings and hangers, duct connectors), and miscellaneous materials (floor tile, sheet vinyl, door kick panels, sink undercoating, window putty) • South Building: Thermal system insulation (pipe lagging, boiler gaskets, pipe fittings, pipe mud, tank lagging, duct connectors), and miscellaneous materials (floor tile, sheet vinyl, door kick panels, sink undercoating, fire door, window putty) • Office Building: Miscellaneous materials (floor tile, kick panel, window putty) • Kindergarten Building: Miscellaneous materials (floor tile, sheet vinyl, window putty) Covered walkway panels and sunshade panels were determined to be ACM The plaster and cementboard walls and the gypsum board walls were found to not be ACM • The exterior stucco finish on the buildings were found to not be ACM • The roofing materials on the buildings were found to not be ACM Geo Group Northwest, Inc. ASBESTOS SURVEY CRESTVIEW ELEMENTARY SCHOOL 16200 - 42ND AVENUE SOUTH TUKWILA, WASHINGTON Project E -0758 Geo Group Northwest, Inc., performed an asbestos survey of the school buildings at the Crestview Elementary School property located at 16200 - 42nd Avenue South in the city of Tukwila, King County, Washington. This work was performed at the request of the Highline Water District as part of our Phase I environmental site assessment for the property, and was conducted in accordance with our proposal dated April 8, 1997. We coordinated our efforts with Mr. Keith A. Harris of the Highline Water District and with the security and maintenance divisions of the Highline School District (the property owner). This report summarizes our activities and findings. SCOPE OF SURVEY This survey was performed for the Highline Water District, which is considering leasing the property from its current owner, the Highline School District. The water district proposes to demolish the existing buildings and construct a several - million gallon above - ground water storage tank on the property. This survey consisted of the following tasks: ( • review available building plans and documents from previous assessments, • observation of the building materials for the presence of suspected ACM, • collection of bulk samples of suspected ACM, • laboratory analysis of selected samples for asbestos content, • estimates of the quantities of ACM present, and • preparation of this report. PREVIOUS ASBESTOS ASSESSMENTS The Highline School District conducted an asbestos survey of the buildings in 1989 and performed ( a re- inspection in 1992. Copies of these reports are attached to the end of this report. I . DESCRIPTION OF BUILDINGS Four buildings comprise the school on the property and are illustrated on Plate 1 - Site Map. These buildings consist of an L- shaped north building, a rectangular office building, a roughly U- Geo Group Northwest, Inc. • June 5, 1997 Page 2 Asbestos Survey - Crestview Elementary School E -0758 shaped south building with an attached circular multipurpose room and a foyer, and a rectangular kindergarten building. The buildings are generally in average to poor condition as a result of vandalism, water damage, and general deterioration. The rooms which comprise each of the buildings are illustrated in Plate 2 - Buildings Map. A summary description of the buildings is provided below: North Building - The north building contained classrooms, two restrooms, a custodian room, and a mechanical room. The classrooms were square shaped and measure 30 feet on a side. Typically, two of the walls in each of the classrooms consisted of glass windows and colored fiberglass panels. The other two walls typically were cement board with a veneer of white plaster. Ceilings were suspended about 12 to 18 inches and consisted of 12 -inch squares of acoustical tile (cellulose fiber based) and fiberglass insulation above. The floors were surfaced with 9 -inch square tile on concrete, except in the restrooms, the custodian room, and the mechanical room. The restrooms had ceramic floor tile, and the custodian and mechanical room floors were concrete. The roof consisted of tar and paper on plywood, except at the one skylight near the northwest comer of the building which had composite shingles over roofing felt. Office Building - The office building consisted of rooms that were used for school administration purposes (staff offices, conference, reception, first aid, custodian, mechanical, and storage). The floors, ceilings, walls, windows, and roof appeared similar in character to the north building. No TSI is visible in the building. Exterior walls were stucco on concrete. South Building - The south building is an irregular, roughly U- shaped building that has an attached round- shaped multipurpose room and foyer. The east and middle sections of the building consisted of classrooms, restrooms, a mechanical room, and a custodian room, similar to the north building. The west section of the building housed the school kitchen facilities, boiler room, transformer room, and storage and mechanical rooms. The building included two additions. One addition (constructed in 1960) consisted of the rooms east of Room 41. The second addition (constructed in 1979) consisted of the narrow storage room (Room 6) on the west side of the building. Most of the rooms in the south building (the kitchen and nearby storage and restroom, dishwasher room, multipurpose room and foyer, and classrooms) had 9 -inch square tile floors. The foyer and three of the classrooms had brown carpet over tile over concrete floors. The restrooms located near the classrooms had ceramic tile floors. The mechanical, boiler, custodian, and multipurpose storage rooms had concrete floors. Interior walls were composed of plaster over cement board, except at Room 6 which had two walls composed of gypsum board. Wood paneling was observed in some of the classrooms, typically over walls that originally had consisted of windows. The building roof was composed of tar over roofing paper on plywood, except at two skylight locations Geo Group Northwest, Inc. 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 N 1 June 5, 1997 E -0758 Asbestos Survey - Crestview Elementary School Page 3 which had composition shingles on roofing felt and adhesive over plywood. Exterior walls were stucco on concrete. Kindergarten Building - This building was used for kindergarten class. The building contained one large classroom measuring 40 feet long and 26 feet wide, and two small, square- shaped restrooms each about 10 square feet in size. The floor in the main room consisted of 9 -inch square tile over particle board and wood planks. The restroom floors were surfaced with poor - quality sheet vinyl. The interior walls were formed of troweled -on plaster over cement board, and the ceiling was covered with acoustical tile. Electric heaters were located on the walls. No TS1 was observed inside the building. The building roof consisted of tar and paper over rigid foam board and plywood. BUILDING INSPECTION Homogenous areas of suspected ACM were identified during an initial walkthrough of the buildings on May 8 and 9, 1997. Representative bulk samples were collected by Geo Group Northwest Inc., personnel on May 9, 12, and 14, 1997, from suspected areas of ACM. Selected suspected ACM, such as gaskets on boilers and duct connectors on ventilation equipment, was not sampled and was assumed to be ACM. The inspection and sampling activities were performed by Asbestos Hazard Emergency Response Act (AHERA) - certified inspectors. Samples were collected consistent with AHERA procedures and were assigned unique identification numbers in the field. Sample numbers were designed to indicate both the room number in which the sample was collected and the type of material ( "S" for surfacing material, "T" for thermal system insulation, "M" for miscellaneous material) that was sampled. For example, sample CVE- 33 -T01 was a sample of thermal system insulation collected in Room 33. We inspected visible pipes and insulation within walls where accessible in damaged areas, and we inspected building exterior materials including roofing. We were unable to enter one classroom in the north building (Room 1), because the door was jammed closed. We also were unable to enter the transformer room in the south building (Room 31), because neither the water district nor the school district personnel had a key to the door. Our survey did not include inspection of hidden materials except as explicitly noted in this report, nor did we inspect stored, non - building materials or fixtures inside the buildings. We also did not perform a hazard assessment of the ACM identified during the survey because the buildings are no longer occupied on a regular basis and the water district intends to demolish them. Geo Group Northwest, Inc. June 5, 1997 E -0758 Asbestos Survey - Crestview Elementary School Page 4 SAMPLE ANALYSIS A total of 62 samples were submitted for laboratory analysis. Several of these samples consisted of multiple layers of material and were separated before analysis. Sample information is indicated on the laboratory analysis report sheets. The samples were delivered to EMSL Analytical, Inc., in Seattle, Washington, for analysis using Polarized Light Microscopy/Dispersion Staining (Method Reference: EPA- 600/M4 -82 -020). A copy of the laboratory analysis report sheets (which include sample descriptons) is included at the end of this report. IDENTIFICATION OF HOMOGENEOUS AREAS OF ACM Based on our review of previous building inspection reports (provided to us by the school district) and the observations from our inspection activities, we have identified the following homogeneous areas of ACM: Asbestos - Containing Surfacing Materials • None identified on building interiors or exteriors Asbestos - Containing Thermal System Insulation Based on Sample Analysis: • Hard lagging on overhead pipe runs in the north building (Rooms 1, 7, 8, 10, 11, 12) Hard lagging on pipe rises associated with heater registers) in two student restrooms in the south building (Rooms 35 and 37) Hard fittings along fiberglass- lagged pipe runs in the south building (Rooms 33 and 27; inaccessible pipe chase above Rooms 28, 30, and 32) • Hard insulating mud around pipe runs passing through walls above doorways in the south building (Rooms 36, 49, 51) • Hard lagging on pipe rise adjacent to the hot water tank in the southwest corner of the boiler room (Room 34) Assumed (based on appearance or function, or due to inaccessibility): • Flexible duct connectors between ventilation grates and heat exchangers located in mechanical rooms in the north, south, and office buildings (Rooms 2, 14, 38, 55) • Boiler and hot water tank lagging in boiler room Geo Group Northwest, Inc. June 5, 1997 E -0758 Asbestos Survey - Crestview Elementary School Page 5 • Gaskets associated with the boiler in boiler room • Hard fittings along fiberglass lagged pipe runs in covered walkway between the south and north buildings (near Rooms 27 and 8) • Hard fittings along fiberglass lagged pipe rises inside walls in the north, south, and office buildings Asbestos - Containing Miscellaneous Materials • 9" x 9" floor tile in all buildings, and adhesive glue (mastic) in Rooms 32 and 57 • Black sprayed -on coating on the underside of stainless steel sinks in the classrooms • Kick panels (typically painted brown) on exterior sides of classroom, restroom, and office building doors in the north, south, and office buildings • Mastic and sheet vinyl flooring in kindergarten building (Room 57) and five classrooms (Rooms 1, 7, 8, 11, 12, and 39) • Panels for sunshades over windows and for covered walkways throughout the school • Fire doors on west and north sides of boiler room (assumed) Non -ACM Surfacing Materials • White plaster and cement wallboard, all buildings • Gypsum board walls and troweled -on mud, Room 6 • Stucco exterior walls for north, south, and office buildings Non-ACM Miscellaneous Materials • • • • • Acoustical ceiling tile (12" x 12" single -size hole, patterned), north, south, and office buildings and multipurpose room (based on previously reported analysis results) Acoustical ceiling tile (12" x 12" two -sizes holes, random pattern), south and kindergarten buildings (based on previously reported analysis results) Gray, smooth - finish kick panels and hand panels on doors, all buildings Roofing paper, felt, and tar on all buildings Base moldings and mastic, all buildings Each type of ACM identified in the thermal system insulation is friable material under building demolition conditions. Each of the miscellaneous materials determined to be ACM are non - friable materials. Geo Group Northwest, Inc, June 5, 1997 Asbestos Survey - Crestview Elementary School E -0758 Page 6 ESTIMATED QUANTITIES OF ACM We estimated the quantities of identified or assumed ACM in the buildings for use in drveloping cost estimates for the demolition of the buildings. These estimates are derived by a combination of visual observations and measurements, reference to information provided in previous asbestos assessment reports, and measurements taken from the construction plans provided to us. Our estimates are tabulated below: Thermal System Insulation Description Location Quantity Hard lagging on overhead pipe runs North Building (Rms. 7, 8, 1, 10, 11, 12) and east end of north walkway 400 if Hard fittings on overhead pipe runs Rms. 7, 8, 10, 11, 12 14 Hard fittings on pipe over walkways Outside Rms. 8, 27 4 Insulating mud around pipes passing through walls above doorways Rms. 36, 49, 51 6 Hard fittings on pipe rises inside walls (observed in west wall in Rm. 10) Rm. 10; full extent not known unknown Flexible duct connectors Rms. 2, 14, 38,55 4 Gaskets for boiler apparatus Rm. 34 12 Hot water tank lagging Rm. 34 75 sf Hard pipe lagging next to hot water tank Rm. 34 6 if Hard fittings on fiberglass lagged pipe runs South Building unknown (11 +) Hard fittings Rm. 34 62 Soft non - fiberglass lagging on riser pipe Rm. 44 20 if Fittings on riser pipe Rm. 44 4 Notes: If = linear feet; sf = square feet. Geo Group Northwest, Inc. June 5, 1997 E -0758 Asbestos Survey - Crestview Elementary School Page 7 Miscellaneous Materials Description Location Quantity Vinyl sheet floor w /mastic Rms. 1, 7, 8, 11, 39, 57 300 sf 9" x 9" floor tile w /mastic All buildings 21,000 sf Corrugated cement asbestos board Exterior walkways and building sunshades 8,250 sf Door kick panels (approx. 30" by 24" in size, painted) North, south, and office buildings 23 Black undercoat on steel sinks Classrooms (1 per room) 14 Window putty All buildings 8,000 If Fire Door (double door) Rm. 34 i 1 Notes: If = linear feet; sf = square feet. CONCLUSIONS AND RECOMMENDATIONS Based on our on -site assessment observations, the findings from previous asbestos inspection reports, and the laboratory test results for this survey, we have developed the following conclusions: • • ACM was found to be present in some of the thermal system insulation and in various miscellaneous materials throughout each of the four buildings on the property. These materials included floor tile, covered walkway panels, sunshade panels, and door kick panels. If the buildings are to be demolished, we recommend that abatement of the ACM identified in this report be handled by a licensed and bonded asbestos abatement contractor. We also recommend that asbestos abatement be conducted consistent with Puget Sound Air Pollution Control Agency (PSAPCA) regulations. • We recommend that a certified asbestos project designer perform the project design for the asbestos abatement of the buildings. Geo Group Northwest, Inc. June 5, 1997 Asbestos Survey - Crestview Elementary School E -0758 Page 8 LIMITATIONS Geo Group Northwest, Inc., has conducted this asbestos survey consistent with generally accepted standards of care that currently exist in the consulting industry in the local region at the time of this survey. This survey was not designed to identify all potential concerns or eliminate all risks associated with demolition. Evaluation of other risks, such as toxic or hazardous substances in soil or groundwater, PCBs in light fixtures, radon gas, lead -based paint, or building conditions (structural, electrical, geotechnical) have not been included in this report. No warranty, express or implied, is made. Our survey included a thorough visual walkthrough of the building (except in areas that were noted to be inaccessible) for the purpose of viewing and sampling suspect ACM. Geo Group Northwest, Inc., is not responsible for materials which require destructive action to access, materials that are hidden from sight (such as those behind or within walls), or other materials which cannot be found with reasonable diligence. The condition of the buildings and ACM identified in this report is representative of the time of our survey. The quantity and character of ACM can change over time. �. We appreciate the opportunity to provide the Highline Water District with consulting services. Please call us if you have any questions. Sincerely, GEO GROUP NORTHWEST, INC. Keith A. Johnson Geologist AHERA Building Inspector, #7100- 01 -04 -02 Geo Group Northwest, Inca June 5, 1997 Asbestos Survey - Crestview Elementary School E -0758 Page 9 ,),„gRQJ-e) Wade J. Lassey Project Geologist AHERA Building Inspector, #7014- 01 -07 -08 aa..„ William Chang, P.E. Principal Attachments: Plate A - Buildings Map Laboratory Analysis Results Previous Assessment Reports Geo Group Northwest, Inc.'. PARK (LAWN AREA) PARKING LOT I 42ND AVENUE SOUTH .1•■•■110 41•1■•• .11■=1•10. 111•■••■•• •••■■••• ■■•••■•■■ •■■•■••••■ NORTH BUILDING PARKING LOT ..•••••••■••■• 771 PLANTER .111■••=1 swoon .21010.0% OFFICE BUILDING .1101.11••■ ..1■10 .0.•■•••■•• .111••••■•• fHCOVERED WALKWAY SOUTH BUILDING 11.••=111 4.1101. MINNIONM 1 PARK (WOODED AREA) ■ • KINDERGARTEN BUILDING , ,• , • , , ■■■■■• asommi ■•■•■• - a.m.. • Immo. Imam. law■ - - •■•• mamma . • . , • ' , ' :Group Nor Goosschnical ',SCALE: r 'I 80' I PARKING LOT] OFFICE BUILDING COVERED WALKWAY 1 PARK (WOODED AREA) LIKINDERGARTEN BUILDING ■ 4110 .I no • • am • 11■•• - - - BASEBALL FIELD ACCESS TO S. 164TH ST. Group Northwest, Inc. Geolechnical Engineers. Geologists, i Environmental Scientists SCALE: 1" i 80' DATE: 5/2/97 MADE: KJ SITE MAP CRESTVIEW ELEMENTARY SCHOOL 16200 - 42ND AVENUE SOUTH TUKWILA, WASHINGTON; CHKD: WC I JOB NO: E -0758 I PLATE. , 1111. 56 ME / C 7 50 c 54 M 51 1960 ADDITION x,/49 46 45 26 22 24 • • • 12 • • 41 40 15 L20 11 16 21 10 9 M T L25 23 1 W / C 7 ! ' 8 ME: 3JL2 F27 8 28 42 FOYER 32 - CITCHEN . DISH 33 30 TR CUST • . 4.- 6 STOR 39 37W 1HE f ---38 M 36 1• 1979 1--31 ADDITION 35 NOTE: Base map modified from 1992 AHERA reinspection report by Highline School District. Relative building locations are not shown to scale. Group Northwest, Inc. Geolechnical Engineers, Geologists, & Environmental Scientists SCALE: 1" = 40' I DATE: 6/2/97 MADE: KJ BUILDINGS MAP CRESTVIEW, ELEMENTARY SCHOOL 16200 - 42ND AVENUE SOUTH TUKWILA, WASHINGTON CHKD: WC I JOB NO: E -0758 l PLATE 2 I Neslmonl, NJ Piscataway. NJ Carla Plats, NY Manhattan, NY Melbourne, FL Mn Arbor. MI San Mateo, CA Smyrna, GA Greensboro. NC Nauman. TX 1 609 - 858.4800 908.981 .0550 516. 997.7251 212.2904052 407.725.5223 313.6604810 415.570.5401 404.333.6066 910.297.1487 713.688.3635 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 SAMPLE LOCATION ICVE•R1 Roofing over room :48 Tuesday, June 03, 1997 Ref Number: SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 6001R- 931116 Method' Project: Crestview, #E -758 SAMPLE 4SBESTO$ APPEARANCE TREATMENT % TYPE !Dissolved J <1% Chrysotile 1 Black (Dissolved 7 <1% Chrysotile Fibrous Heterogeneous Black Fibrous Heterogeneous CVE•R2 !Roofing over room :40 CVE•R3 CVE•R4 CVE•R6 NONASBESTOS % FIBROUS % NONFIBROUS 15% Glass 15% Cellulose 70% Matrix 10% Cellulose 25% Glass ;Roofing for skylight over room 36 Black Fibrous Heterogeneous Patching for .skylight over room 33 Roofing over room 57-tan Black Fibrous Homogeneous Black Fibrous Heterogeneous CVE•R6 -A Roofing over room I Beige .57 -foam ' Non - Fibrous Homogeneous Dissolved Dissolved Dissolved None Detected 65% Matrix 15% Cellulose 60% Other 25% Glass None Detected ......_.. _ 30% Cellulose 50% Matrix None Detected Crushed i None Detected 1. 20% Glass 30% Glass 70% Matrix None Detected 100% Matrix Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "I/ of Layers" refers to number of separable subsamples. • NY samples also analyzed by ELAP 198 -1 Method Scott Walker Analyst Approved Signatory Disclaimers PLM has been known to miss asbestos in a snap percentage or samples which contain asbestos. Thus negative PLM results canrtol be guaranteed. Floor bats and wipes should be tested with edam SEM or TEM. TM above tau report relates only to the dims tailed Tlw report may only be reproduced in rug with written approval by EM8L The above lets muu nol be used by Ilia de i lo deim produce endorsement by NVLAP nor any agency or tote United Stales Govwvnsnl Al "PMAP" resorts wive NVLAP lemma contain M bast ere satesakre a be void 1 Westmont, NJ Piscataway. NJ Carte Place, NY Manhattan. NY Melbourne. FL Ann Arbor, MI San Mateo, CA Smyrna. GA Greensboro. NC Houston. TX 609 .8584600 906.991 -0550 516. 997.7251 212.290.0052 407. 725.5223 313666-6810 415.570.5401 404.333.6066 910. 297 -1487 713.686.3635 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 Tuesday, June 03, 1997 Ref Number: SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 6001R- 931116 Method* Project: Crestview, #E -758 SAMPLE ASBESTOS NONASBESTOS SAMPLE LOCATION APPEARANCE TREATMENT X TYPE % FIBROUS % NONFIBROr I CVE- 35-T01 ;Hard pipe lagging- Beige Teased None Detected 35% Cellulose 65% Other ;outer wrap Fibrous I . Heterogeneous I CVE- 35 -T01 -A IHard pipe lagging- Beige 'insulation Fibrous Homogeneous Teased CVE- 36 -T01 'Insulating putty Beige !Teased around pipes -outer Fibrous ;wrap Heterogeneous 15% Chrysotile I 2% Glass 83% Matrix I 1 None Detected 3096 Cellulose 70% Other L ■ i CVE- 36•T01 -A 'Insulating putty around pipes - insulation CVE- 34 -T01 ;Pipe tee mud ;(white, hard) Beige Fibrous Homogeneous !Teased 15% Chrysotile < 1% Glass 85% Matrix Beige 1Teased ! 1% Chrysolite None De- tected 80 %Matrix Fibrous t 19% Amosite Homogeneous I i 1 CVE- 33 -T01 'Pipe Joint mud White (white, hard) Fibrous Homogeneous Teased 4% Chrysotile i 21% Amosite L None Detected 75% Matrix • 1 Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "# of Layers" refers to number of separable subsamples. • NY samples also analyzed by EIAP 198.1 Method _5 tOS, °Pet/to:ewe/ Scott Walker Approved Analyst Signatory Disclaimers: PLM has bean known 10 miss sobs** in smell psroestaae al rsm pMs It oaMMn sow*. Thus mows mina ...ma. .Y. M! .. 7!. •■■• S. V r- Al-r- 1 " 7111.1.. AMA I estmont, NJ Piscataway. NJ Carla Plan, NY Manhattan. NY Melbourne, FL Mn Arbor, MI San Mateo, CA Smyrna, GA Greensboro. NC Houston. TX Ii9 .858 -1800 908.981.0550 516. 997.7251 212.290-0052 407.725.5223 313.6884810 415. 510 -SW1 404.333.8066 910.297.1487 713886.3635 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 Tuesday, June 03, 1997 Ref Number: SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 600!R- 931116 Method' Project: Crestview, 8E -758 • I ASBESTOS NONAS8ESTOS SAMPLE SAMPLE LOCATION APPEARANCE TREATMENT X TYPE % FIBROUS % NONFIBROUS CVE- 43 -T01 Hard pipe lagging - t l outer wrap i I 1 CVE I Beige Fibrous Heterogeneous Teased CVE- 43 -T01 -A Hard pipe lagging.. White Teased ,insulation Fibrous Homogeneous r None Detected ' 25% Cellulose 75% Other < 1% Chrysotile 13% Amosite - 11 -T01 Pipe hanger, mud (hard, white) -outer wrap H �_^ White Fibrous Heterogeneous Teased No CVE- 11 -T01 -A Pipe hangar, mud ;(hard, white) - insulation CVE- 11 -T02 None Detected 87% Matrix a Detected 30% Cellulose 70% Other White Fibrous Homogeneous iHard pipe, lagging - 'outer wrap 1 White Fibrous Heterogeneous CVE- 11- T01- WTHard pipe, lagging- insulation Grey Fibrous Homogeneous Teased 3% Chrysotile 12% Amosite Teased Teased None Detected 85% Matrix None Detected 30% Cellulose 70% Other 6% Chrysotile None Detected 80% Matrix 14% Amosite Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "ell of Layers" refers to number of separable subsamples. • NY samples also analyzed by ELAP 198-1 Method Scott Walker Approved Analyst Signatory Disclaimers PLM Ms been known to miss asbestos n a small piment ea 0i samples Mat contain asbestos Thus negative PLM (ewes cannot be guaranteed Floot Wes and wipes should be tested with either SEM or TEM. The above test report relates only to tM Hems lasted. This town may only be reproduced n Itll with written apptov1 by EMSL. The above test must not be used by the diNN le Ow product endowment by NVLAP not any agency of the Undid Stales Government. M IMAP• nparls with NVLU logo must contain M Mast one signature to be said . s as ....J U laboratory is not responsible 1a IM scorer/ et results wive (eouested le ohrsioarr mama and meta* Mwred s*i0*u. 3 Westmont, NJ Piscataway, NJ Carle Placa, NY Manhattan, NY Melbourne, FL Ann Arbor, MI San Malec', CA Smyrna, GA Greensboro, NC Houston. TX 609.8584600 906981.0550 516.997.7251 212.290-0052 407. 725.5223 3138686810 415.570.5401 404.3338066 910.297.1187 713.686.3635 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 Tuesday, June 03, 1997 Ref Number: 6E971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 6001R- 93/116 Method' Project: Crestview, #E -758 4$1 SAMPLE ASBESTOS NONASBESTOS SAMPLE LOCATION APPEARANCE TREATMENT % TYPE Y. FIBROUS % NONFIBROU 8.10 -T02 !Pipe elbow mud Teased 5% Chrysotile 1 None Detected 80°A) Matrix 15% Amosite CV E-10-702 hard) White Fibrous Homogeneous CVE- 06•S01 !Gypboard wall w /mud & tape - mud /paint Green/White [Dissolved Fibrous Heterogeneous 1 j None Detected 10% Glass 90% Other CVE 06 -S01•A IGypboard wall Grey/Brown Teased T None Detected �w /mud & tape- Fibrous wallboard Heterogeneous 50 %Cellulose CVE•06 -S02 iGypboard wall Green/White !Dissolved None Detected 15% Glass w /mud & tape- Fibrous paint/mud Heterogeneous i I CVE•06 -S02 -A IGypboard wall w /mud & tape - wallboard Grey /Brown Fibrous Heterogeneous !Teased None Detected 25% Cellulose CVE•06 -S03 ;Gypboard wall Green/White Dissolved None Detected 15% Glass .w/mud-paint/mud Fibrous i Heterogeneous I 50% Gypsum 1' _.....85 % Other.... 11 11 1' 75% Gypsum 85% Other Comments: For all obviously heterogeneous samples easily separated Into subsamples, and for layered samples, each component is analyzed separately. Also, It of Layers" refers to number of separable subsamples. I • NY samples also analyzed by ELAP 198 -1 Method Scott Walker Analyst Approved Signatory Disclaimers; PLM has boon Mow lo mks asbestos kt • amah aresnMgs of ern** which contain esbhks. Thus nsgs PLM mulls canna' he wwww w now twee end .tine■ avoid a. regrew IIIZIA w Tau , .►.... I....r. J.... _.. ....� .r• ._..r w,_ _----' 1 stmont, a NJ Piscataway, NJ Carle Pla, NY Manhattan, NY I3.8584800 908.981 .0550 516. 997.7251 212.290.0052 • Melbourne, FL Mn Arba, MI San Mateo, CA Smyrna, GA Greensboro, NC Houston, TX 407.725.5223 313 - 6684810 415. 570.5401 404-3334066 910.297.1487 713688.3635 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 SAMPLE LOCATION ICVE- 06 -S03 -A 'Gypboard wall w /mud•wallboard CVE- 06 -SO4 -A Tuesday, June 03, 1997 Ref Number SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 600 /R- 93/116 Method* Project: Crestview, #E -758 SAMPLE ASBESTOS APPEARANCE TREATMENT •/. TYPE iGypboard wall :w/mud-Int. cmpd. • ;Gypboard wall 1w/mud-wallboard White/Brown Fibrous Heterogeneous Green/White Fibrous Heterogeneous White /Brown Fibrous Heterogeneous • NONASBESTOS % FIBROUS % NONFIBROUS 'Teased None Detected 30% Cellulose 65% Gypsum - � - -• - -- - - •- - -• — — • 5% Glass _.1 Dissolved !Teased • ' CVE -40 -501 White plaster on white iDissolved � None Detected cement board - plaster None Detected 15% Glass None Detected 30% Cellulose 5% Glass CVE- 40 -S01 -A •White plaster on •cement board Non-Fibrous Homogeneous Grey Non•Fibrous Homogeneous CVE- 42 -S01 White plaster on cement board - ,plaster White Non - Fibrous Homogeneous (Crushed None Detected L 1 1Dissoldve_.— ..... -- 85 °/a Other 65% Gypsum None Detected 100% Matrix None Detected 100% Matrix None Detected • None Detected ..1 100% Matrix Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "# of Layers" refers to number of separable subsamples. • NY samples also analyzed by ELAP 198 -1 Method 0,1# 1r -✓ Scott Walker Analyst Approved Signatory Disclaimers: PLM has been known to miss asbestos in a small percentage of samples which contain asbestos Thu$ negative PLM results cannot be guaranteed. Floor tills and wipes should be tasted with waist 5EM a TEM. TM above teal sport relates only lo Yn Sams tested. This rayon may only be reproduced in full with widen approval by EMSL. The above lest must nol be used by the cleat to Wier product endorsement by NVLAP not any agency of the United States Goverrvn.nL Al • M P" remits with NVLAP logo must ratan ail Mast one sigrlaium b M void l arrvileiv la nea mananaiNa Ins thta mammy al maul. ualan raeiralad le alwaira1v aaearala and analvze lamed aamela. 5 Westmont. NJ Piscataway, NJ Carte Place, NY 609 .858.4800 908.981.0550 516.997.7251 Manhattan, NY Melbourne, FL Ann Arbor, MI San Mateo, CA Smyrna, GA Greensboro, NC Houston, TX 212.2900052 407.725.5223 3134868-6810 415.570.5401 404.333.6066 910.297.1467 713686.3635 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 SAMPLE LOCATION CVE- 42•S01 -A - ITWhite plaster on cement board 1 CVE- 45•S01 !White plaster on cement board-S. wall Tuesday, June 03, 1997 Ref Number: SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 600 /R- 931116 Method* Project: Crestview, #E -758 SAMPLE ASBESTOS APPEARANCE TREATMENT Y. TYPE Grey 1Crushed Non - Fibrous (Homogeneous 11IONASBESTO$ % FIBROUS NONFIBROUS ` None Detected None Detected 100% Matrix L Beige!White Dissolved None Detected 10% Other Non - Fibrous Heterogeneous • CVE- 46•S01 (White plaster on Beige/White 'Crushed cement board -N. Non - Fibrous ,wall plaster Heterogeneous None Detected CVE- 46•S01 -A White plaster on Grey cement board-N. Non - Fibrous wall - cement board Homogeneous Crushed CVE- 56•S01 White plaster on Beige/White Dissolved Non•Fibrous Heterogeneous i I. . . 1 CVE•56 -S01 -A ;White plaster on Grey Crushed None Detected 'cement board -W, Non - Fibrous 'wall- cement board i 1 Homogeneous I ;cement board -W, wall - plaster None Detected -� None Detected 90% Other None Detected 100% Other None Detected 100% Matrix None Detected 100% Other None Detected 100% Matrix Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "# of Layers" refers to number of separable subsamples. • NY samples also analyzed by ELAP 198 -1 Method s.� Scott Walker Analyst Approved Signatory Disclaimers' PLM has been known to miss asbestos he small percentage of samples which contain asbestos. Thus negative PLM results twat be guaranteed. Floor Mu and wipes should be tested with Other OEM or TEM. The above 1O5* report rates ony to We tams tested. This report n..,. Mk. Ir wvnol rmd In full rah wal.m annen..l Ira LYer H...I.... I.., ma.. wwr Ir .....e s, em elan. In claim eredual nderernw be u estmonl, NJ Poealaway, NJ Cara Placa, NY 1 609.858.4000 908.981 -0550 516.997.7251 SAMPLE CVE- 50 -S01 Manhattan, NY Malboufna, FL Ann Arbor, MI San Mateo, CA Smyrna. GA Graansbofo, NC Houston. TX 212. 290-0052 407.725.5223 313.6684810 415.570.5401 404.333. 066 910.297.1407 713486.3635 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 LOCATION White plaster on !cement board -S. wall- plaster Tuesday, June 03, 1997 Ref Number: SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 6001R- 931116 Method* APPEARANCE Beige/White Non - Fibrous Heterogeneous Project: Crestview, #E -758 SAMPLE TREATMENT Dissolved 1 • ASBESTOS VONASBESTOS TYPE % FIBROUS % NONFIBROUS None Detected None Detected 100% Other CVE- 50 -S01 -A (White plaster on cement board -S. wall - cement board Grey Non - Fibrous Homogeneous Crushed CVE- 54 -S01 White plaster on cement board wall - plaster CVE- 54 -S01 -A White plaster on 'cement board wall- cement board CVE- 40 -M02 CVE -40 -M0 Beigelwhite Non - Fibrous Heterogeneous Grey Non - Fibrous Homogeneous Dissolved White plaster on cement board wall - molding Brown Non - Fibrous Homogeneous Crushed None Detected i None Detected 100% Matrix None Detected i None Detected 100% Other I i None Detected ' None Detected 100% Matrix Dissolved None Detected None Detected • 100% Matrix 2 -A White plaster on cement board wall- mastic _ -- -- Brown Non - Fibrous Homogeneous Dissolved T— ___..l_.._ None Detected ! _ ..............- None Detected ___._... ........ 100% Matri • x Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "# of Layers" refers to number of separable subsamples. • NY samples also analyzed by ELAP 198 -1 Method 5.0 Scott Walker it Analyst .+AI Approved Signatory Disclaimers: PLM Ms been known to miss asbestos in a small percentage of samples which contan asbestos Thus negative PLM results cannot be guaranteed, Floor tills and wipes should be tasted with eerier SEM or TEM. The above last report Mates only to tte isms tested. The report may only be reproduced in lull with whiten approval by EMS/. The above test must not be used by the client to claim pro*+ct endorsement by ■AA •o nn. - n...n.nru n1 Huh r Inil-A Alll.. fSMWfuwunl All 'IAA a0- .rYfwa .uY. WI All 4w..w.m ewnIA. al { at d1N uMaYYa M he valid Westmont, NJ Piscataway, NJ Carle Place, NY Manhattan, NY Melbourne, FL Mn Arbor, MI San Mateo, CA Smyrna, GA Greensboro, NC Houston, TX 609 -058 -4800 908.981 -0550 516. 997.7251 212.290-0052 407. 725.5223 313-668.6810 415.570.5401 401. 333 -6066 910.297.1487 713686.3635 SAMPLE Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 Tuesday, June 03, 1997 Ref Number: SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 6001R- 931116 Method* Project: Crestview, #E -758 SAMPLE LOCATION APPEARANCE TREATMENT ASBESTOS TYPE 1 I I� NONASBESTOS iG FIBROUS % NONF/BROf 1 CVE- 56 -M02 Light brown molding Tan Non - Fibrous Homogeneous Dissolved None Detected • 1 None Detected 100% Matrix CVE- 56 -M02 -A Light brown mastic Brown Non - Fibrous Homogeneous Dissolved None Detected ! 3% talc 97% Matrix CVE- 08 -M02 Dark brown molding) Brown Dissolved None Detected I None Detected 100% Matrix i Non - Fibrous (Homogeneous -L. 1 CVE- 08 -M02 Tark brown mastic 1 Brown ; Non-Fibrous Homogeneous Dissolved None Detected 5% talc CVE•23 -M01 Gray molding I Grey Non - Fibrous Homogeneous Dissolved None Detected CVE- 234101 -A Gray molding - mastic Brown Non - Fibrous (Homogeneous Dissolved 95% Matrix None Detecte 1 100% Matrix None Detected .4% talc 96% Matrix • t 1' 1-' Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component Is analyzed separately. I Also, "1R of Layers" refers to number of separable subsamples. • NY samples also analyzed by ELAP 198-1 Method Scott Walker Analyst Approved Signatory 11 Dbd.Ynen: PLM has been (mown lo miss sswslos In a amei pstonitsgs el samples What canleln ssbutos. Thus most*, PLM reins amid euereWead Mar Wee rld wie.a aheald Furl r .IM.• RIM r TRY Ma WM... WI r erl mama.. e & b es. Yams MAIM TAi. ••••l - r I 'eslmont, NJ u. )9658.1800 1 I 1. 1. I 1 SAMPLE LOCATION ICVE- 12 -M01 Window putty CVE 07 -M01 Window putty CVE- 07 -M02 Window putty CVE- 23 -M02 1VVindow putty Piscataway, NJ Carle Place, NY Manhattan, NY Melbourne, FL Ann Arbor, MI San Mateo, CA Smyrna, GA Greensboro, NC Houston, TX 908.981 .0550 518.997.7251 212.290-0052 407.725.5223 3134686810 415. 570.5401 404.3336066 910.197 -1487 713688.3835 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 Tuesday, June 03, 1997 Ref Number: SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 6001R- 931116 Method* Project: Crestview, #E -758 SAMPLE ASBESTOS NONASBESTOS APPEARANCE TREATMENT % TYPE % FIBROUS % NONFIBROUS Grey 'Crushed I 3% Chrysotile None Detected 97% Matrix • Non - Fibrous Homogeneous Tan ■Crushed T 2% Chrysotile ~ None Detected 98% Matrix Non-Fibrous Homogeneous Grey 'Dissolved 3% Chrysotile None Detected 97% Matrix Non - Fibrous Homogeneous Brown /Grey 'Dissolved 2% Chrysotile None Detected 98% Other Non - Fibrous Heterogeneous CVE- 24 -M01 Window putty Grey Non - Fibrous Homogeneous CVE- 24 -M02 Window putty Crushed Grey Crushed Non - Fibrous Homogeneous < 1% Chrysotile None Detected 100% Matrix < 1% Chrysotile . . _....i ,......._... ._ None Detected 100% Matrix Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "0 of Layers" refers to number of separable subsamples. • NY samples also analyzed by ELAP 198 -1 Method Scott Walker Analyst Approved Signatory Disclaimers: PLM has been known to miss asbestos n a smeN percentage of samples what conlsn asbeso$. Thus negative PLM reatN& carnal be guaranteed. Floor tiles and wipes should be tested with either SEM or TEM. The above test report relates only to the elms lasted. This report may only be reproduced n lull with written approval by EMSL. The above lest mule not be used by the dYant lo Chun produce endorsement by NVLAP nor any agency of Me United Stales Govsommant. AN 1NLAP- reports will) NVLAP lope mute contain M INN ore Npna1re to be wIbd .A • .• 9 2% Chrysolite L 4% Chrysotile Black Non - Fibrous Homogeneous Westmont. NJ Piscataway. NJ Carle Place, NY Manhattan. NY Melbourne. Ft. Mn Arbor. MI San Mateo, CA Smyrna. GA Greensboro, NC Houston. TX 609458 -4800 908. 9814550 518.997.7251 212.290-0052 407. 725.5223 313. 8681810 415.570.5401 404.3338066 910. 297.1407 713688.3635 SAMPLE Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 LOCH T7ON Tuesday, June 03, 1997 Ref Number. SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 600 /R- 931116 Method* _i APPEARANCE Project: Crestview, #E -758 SAMPLE TREATMENT ASBESTOS •/. TYPE CVE- 25401 IWindow putty Brown /Grey Crushed < 1% Chrysotile Non - Fibrous Homogeneous NONASBESTOS FIBROUS % NONFIBROU 1 None Detected 100% Matrix CVE- 40 -M03 IWindow putty Grey Non - Fibrous Homogeneous Crushed < 1% Chrysolite None Detected 100% Matrix CVE- 41 -M01 Window putty Grey 'Crushed Chrysotile None Detected 100% Matrix Non - Fibrous Homogeneous J CVE- 56•M01 Window putty �ey Crushed 1 3% Chrysotile None Detected ^97 %o Matrix Non- Fibrous ;Homogeneous CVE- 57.M04 'Window putty Grey Non - Fibrous Homogeneous Crushed CVE- 11 -M01 :Sink undercoating Dissolved None Detected 98% Matrix None Detected 96% Matrix Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "# of Layers" refers to number of separable subsamples. • NY samples also analyzed by ELAP 198-1 Method Scott Walker Analyst 1 Approved Signatory ` I Oa CIalrni u: PLM hes been krwwn to miss •abelos I • smog powwow of movies which =M em •sp•Nos. This mostly' PLM recalls carol A. w, u.w.-A CYw lit.. r.A riw.a .hw VI ti WI.d raid. AJYW Liu w. Tau Ma mammas Last ..care ..l.l.a walla le the isms Ma me. TAi. .. w4 esunont, NJ Piscataway, NJ Carla Plan, NY Manhattan, NY 9. 858 - 4800 908.981 -0550 518. 997.7251 212.290-0052 1 SAMPLE I CVE- 47 -M01 Melbourne, FL Ann Arbor. MI San Mateo, CA Smyrna, GA O s.nsboro, NC Houston, TX 407.725.5223 313.66843810 415. 570.5401 404.333.6068 910. 297.1487 713-6688.3635 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 LOCATION Brown painted kickboard Tuesday, June 03, 1997 Ref Number. SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 6001R- 931116 Method' Project: Crestview, #E -758 • SAMPLE ASBESTOS NONASBESTOS APPEARANCE TREATMENT % TYPE % FIBROUS % NONFIBROUS Brown/Grey :Teased 1 35% Chrysotile ? None Detected 65% Matrix Fibrous 1 1 Heterogeneous :VE- 54•M01 Gray kickboard Grey Non - Fibrous Homogeneous Crushed CVE- 46•M01 • Brown floor tile Tan !Dissolved Non - Fibrous Homogeneous CVE- 46 -M01 -A CVE- 46 -M02 1' r None Detected I 70% Cellulose 10% Chrysotile I None Detected 30% Matrix 90% Matrix Brown floor tile- Black mastic Non - Fibrous Homogeneous Pink FT -tile Tan -- Non-Fibrous Homogeneous Dissolved None Detected 5% Cellulose 95% Matrix !Dissolved l f 8% Chrysotile None Detected 92% Matrix CVE- 46 -M02 -A Mastic Black !Dissolved Non - Fibrous I Homogeneous l None Detected i 2% Cellulose 98% Matrix IComments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component Is analyzed separately. Also, "ti of Layers" refers to number of separable subsamples. • NY samples also analyzed by FLAP 198 -1 Method <LOaCa---- -VtitA=%.4/04". Scott Walker Approved Analyst Signatory Disclaimers: PLM has been known to miss asbestos in small percentage at samples winch contain asbestos. Thus negative PLM result. cannot . be guaranteed. Float tiles and wipes should be tested with either SEM or TEM. The above lest report (Mates only le the gems tested The wort may only be reproduced in lus with written approval by EMSL. The above lest must not be used by the client 10 claim product endorsement by NVLAP not any agency or 1h. United stale. Government As INLAP• reports wiw NVLAP logo mull containment Matt one signature to be valid V L.S arnni V net rainonuhla lot Oho atZ.urat" nt r.uia who. ..w.r.r.w 1n M,.ai'ia1 a.ea.a1. and .ask, !.nasal same:aka 11 Westmont, NJ Piscataway, NJ Carle Place, NY M.nhatten, NY Melbourne, FL Ann Arbor, MI San Mateo, CA Smyrna, GA Greensboro, NC Houston, TX 609. 555.4000 906.981 -0550 516.997.7251 212. 290-0052 407.725.5223 313.665.6(110 415. 570.5401 404.333.6066 910.297.1457 713.856.3635 SAMPLE CVE- 57-M01 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 Tuesday, June 03, 1997 Ref Number: SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 600/R- 931116 Method' Project: Crestview, #E -758 SAMPLE LOCATION APPEARANCE TREATMENT Brown FT -tile 'Tan Non - Fibrous IHomogeneous Dissolved CVE- 57 -M01 -A Mastic CVE- 57•M02 White & yellow sheet floor -vinyl CVE- 57•M02•A TMastic CVE- 57•M03 1Yellow /g ry/brown 'sheet vinyl !Black Non - Fibrous Homogeneous Beige!Tan Fibrous Heterogeneous ASBESTOS NONASBESTOS TYPE SC FIBROUS % NONF/BROU$., I 10% Chrysotile None Detected 90% Matrix Dissolved �1 None Detected 2% Cellulose Teased Black Dissolved Non-Fibrous Homogeneous Yellow Fibrous Heterogeneous Teased CVE- 57 -M03 -A Mastic Brown Non-Fibrous ;Homogeneous J. Dissolved 25% Chrysotile 10% Cellulose None Detected 15% Cellulose None Detected I None Detected None Detected 5% Cellulose I 98% Matrix 85% Other 11 85% MatrixF 1 100% Matrix 95% Matrix 11 Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "It+ of Layers" refers to number of separable subsamples, NY samples also analyzed by ELAP 198.1 Method rj Scott Walker Approved Analyst Signatory Disclaimers: PLM has been known b miss ssbales M • small psnaMapa or samples which origin asbestos. Thus nsa■Wa PLM mauas cannot I INostmont, NJ Piscataway, NJ Carte Piece. NY Manhattan, 14Y Meibourne, FL Ann Arbor, MI San Mateo, CA Smyrna, GA Greensboro, NC Houston, TX 609-858-4800 908.9814550 516.997.7251 212.290-0052 407.725.5223 313-M4610 415.570.5401 404-3334066 910.297.1487 713406.3835 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 SAMPLE ICVE-57-M03-B Tile Tuesday, June 03, 1997 Ref Number. SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 600/R-931116 Method* Project: Crestview, #E-758 • SAMPLE ASBESTOS VONASBESTOS LOCATION APPEARANCE TREATMENT TYPE % FIBROUS % NONFIBROUS Tan Dissolved Non-Fibrous Homogeneous .CVE-57-M03-C CVE-40-M01 CVE-36-M01 11 Mastic Black Non-Fibrous Homogeneous Red FT w/black & brown carpet-tile Dissolved 3% Chrysotile 2% Chrysotile 1% Cellulose 96% Matrix 2% Cellulose 96% Matrix Red Non-Fibrous Homogeneous 'CVE-40-M01-A 'Mastic Dissolved , 5% Chrysotile 2% Other 93% Matrix _ • Black Dissolved None Detected 1% Cellulose 99% Matrbc Non-Fibrous Homogeneous Brown FT-tile Tan Dissolved Non-Fibrous Homogeneous 6% Chrysotile CVE-36-M01-A Mastic Black Dissolved Non-Fibrous Homogeneous None Detected 94% Matrix one Detected 2% Cellulose 98% Matrix Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "# of Layers" refers to number of separable subsamples. • NY samples also analyzed by ELAP 198-1 Method e•At#4:004/ Scott Walker Approved Analyst Signatory Disclaimers: PLM has been known to miss asbestos In • small percentage of samples which contain asbestos. Thus mostly' PLM testes Camel be guaranteed Floor tiles and woes should be lasted with either SEM or TEM. The above lest moon relates orny lo the Woo MIN. TM mon may oiy be reproduced in Sul with Vttliten approval by EOM. The above NNW oral nol be used by the client to date parboil endowment bv NVLAP now any agency of Me UMW Slaw Government MI 'WVLAP* reports wli NVLAP logo MAI coonteln 58 MO ens signature Mb. vett laboratory la not responsible Ow Me accuracy of results when requested 10 physically separate and anaMe layered maples. .—sww-gordoworta - 4 111.%-1111111•111* 13 Tan Non - Fibrous Homogeneous Westmont, NJ Piscataway, NJ Carle Place, NY 609.858.4800 908.981.0550 516.997.7251 SAMPLE Manhattan, NY Melbourne, FL Mn Arbor, MI San Mateo, CA Smyrna, GA Greensboro, NC Houston, TX 212. 290-0052 407.725.5223 3136686810 415. 570.5401 404. 3336066 910.297 -1487 713686.3635 Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 LOCATION Tuesday, June 03, 1997 Ref Number. 5E971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 6001R- 931116 Method* Project: Crestview, #E -758 SAMPLE ASBESTOS VONASBESTOS APPEARANCE TREATMENT '/b TYPE % FIBROUS % NONFIBROUS I 'Dissolved j 8% Chrysotile None Detected 92% Matrix CVE- 30 -M01 Tan FT -tile • P CVE- 30•M01 -A 1Mastic Black Non - Fibrous Homogeneous Dissolved CVE- 324101 1Pale gray FT -tile Tan Dissolved Non - Fibrous Homogeneous CVE- 32 -M01 -A fMastic Black Dissolved Non - Fibrous Homogeneous CVE- 32 -M02 Pale green /gray FT- tile Grey Non - Fibrous Homogeneous —r None Detected < 1% Chrysotile 1% Cellulose 99% Matrix 5% talc 95% Matrix None Detected Dissolved I < 1% Chrysotile 4% Cellulose 96% Matrix None Detected 100% Matrix CVE- 32 -M02 -A Mastic Black Dissolved I 6% Chrysotile 1% Cellulose Non - Fibrous Homogeneous 93% Matrix [1 11 Comments: For all obviously heterogeneou s samples easily separated into subsamples, an d for layered camp b s, ea ch component is analyzed separately. Also, "# of Layers" refers to number of separable subsamples. ' NY samples also analyzed by ELAP 198 -1 Method Scott Walker Analyst Approved Signatory Disclaimers: PLM hss been known le miss ubasloe In wall peteenleae al sampw *hill aonlah ubulse. Thu neaeN s PLM null tonal be ouerenlead. Floor We and wipes should be baled w*h other UM or TEM, The above lest repot veislea only le NM Neme baled, The taparl 14 1 Grey Dissolved Non - Fibrous Homogeneous Black Non - Fibrous Homogeneous I- Westmont, NJ Piscataway, NJ Care Plan, NY Manhattan, NY Melbourne, FL n Arbor, MI San Mateo, CA Smyrna, GA Greensboro, NC Houston, TX I609458 -4800 908.981 .0550 51e- 997.7251 212.2900052 407.725.5223 3134684810 415. 570.5401 404. 3334068 910. 297 -1407 7134864835 ISAMPLE I `; CVE- 24 -M03 • Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 Tuesday, June 03, 1997 Ref Number. SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 6001R- 931116 Method* Project: Crestview, #E -758 SAMPLE ASBESTOS LOCATION APPEARANCE TREATMENT iG TYPE e/. FIBROUS % NONFIBROUS NONASBESTO$ Light gray FT -tile Grey Dissolved I 6% Chrysotile 3% talc 91% Matrix Non- Fibrous Homogeneous I CVE- 24 -M03 -A Mastic Black 'Dissolved Non - Fibrous Homogeneous II CVE- 16-M01 CVE- 16 -M01 -A fCVE- 25 -M02 I; II CVE- 25 -M02 -A Pink FT -tile Pink Non - Fibrous Homogeneous Dissolved Mastic Black Dissolved Non - Fibrous Homogeneous Dull gray -brown FT- tile f Mastic Dissolved lNone Detected • 5 %. Cellulose 95 Matrix g 1 < 1% Chrysolite 4% Other 92% Matrix 4% talc None Detected 2% Cellulose 98% Matrix T 4% Chrysolite 3% talc 93% Matrix None Detected 2% talc 98% Matrix Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. i Also, "# of Layers" refers to number of separable subsamples. NY samples also analyzed by ELAP 198 -1 Method I .p f s Scott Walker Analyst Approved Signatory Disclaimers PLM has been known to miss asbestos in a smell pm intape or samples which contain asbestos Thus negate.* PLM slues cannel I be guaranteed. Floor hies and wipes should be tested wth *ghee SEM or TEM. The above test report relates ony to the gams tested This report may arty be reproduud l runt with wean approval by EMIL. TM above test mull not be used by the dint b delra product endorsement by NVLAP nor any agency or the United steles Govnnmont All "MAP- woo wits NVLAP bee mud conbin N bat one squibs to be valid • - - . -.�... .- ...�... il- Iw. W- ur ru. wI .....Y. ..yam .�.. -..� V - ►.... -Jlu .-weed - r-►if- 1-,W� W.1� 15 Westmont, NJ Piscataway, NJ Carla Place, NY Manhattan, NY Melbourne, FL Ann Arbor, MI San Mateo, CA Smyrna, GA Greensboro, NC Houston, TX 609.858.4800 908.981.0550 516.997.7251 212.290.0052 407. 725.5223 3134646810 415. 570.5401 404.3334066 910. 297.1167 713486.3635 SAMPLE Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 Tuesday, June 03, 1997 Ref Number. SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 600 /R- 931116 Method" Project: Crestview, #E -758 SAMPLE LOCATION APPEARANCE TREATMENT ASBESTOS TYPE 1 i NONASBESTOS % FIBROUS % NONF/BROUS I , CVE- 18 -M01 ;Brown FT -tile Grey Dissolved 3% Chrysotile None Detected 97% Matrix Non - Fibrous Homogeneous I CVE- 18 -M01 -A !Mastic • CVE- 22401 ,Gray FT -tile Black Dissolved Non•Fibrous Homogeneous 1 Grey Dissolved Non - Fibrous Homogeneous None Detected < 1% Chrysotile 1% Cellulose 99% Matrix None Detected 100% Matrix CVE- 22•M01 -A Mastic Black/Brown Dissolved Fibrous I Heterogeneous CVE- 12 -M03 'Dark gray FT -tile Grey Non - Fibrous (Homogeneous None Detected 3% Cellulose 97% Matrix • Dissolved 6% Chrysotile 2% talc 92% Matrix CVE- 12 -M03 -A 'Mastic Black Dissolved None Detected 3% Cellulose 97% Matri: Non•Fibrous Homogeneous I i l i I i 11 Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. ' Also, "1 of Layers" refers to number of separable subsamples. • NY samples also analyzed by ELAP 198 -1 Method Scott Walker Analyst Approved 1 Signatory Disdsinten. PIA( his eon Moot to mio aaeawa in a amM pera Mee el ttamOm %NMI mash sabe1111o. T us motive PLM malts canna ba waterdaed. Floor lies and Moss should be lease will Ohm IIM et TEM_ Th. shore Mai nowt Moles eruM Is Me Yves lased_ This names 1 Vestment, NJ Piscataway, NJ Cara Placa, NY Manhattan, NY Melbourne, FL Ann Arbor, MI San Mateo, CA Smyrna, GA Greensboro, NC Houston, TX 609.858.4800 900.961 .0550 516.997.7251 212.2900052 407. 725.5223 3136606810 415- 570 -5401 404. 3336066 910. 297.1407 713686.3635 SAMPLE Attn.: Keith Johnson Geo Group Northwest, Inc. 13240 NE 20th Street Suite 12 Bellevue, WA 98005 Tuesday, June 03, 1997 Ref Number: SE971460 POLARIZED LIGHT MICROSCOPY (PLM) Performed by EPA 600 /R- 931116 Method' Project: Crestview, #E -758 SAMPLE LOCATION APPEARANCE TREATMENT ASBESTOS •/a TYPE NONASBESTOS % FIBROUS % NONFIBROUS CVE- 24 -M04 Exterior stucco Tan /Grey Crushed None Detected None Detected 100% Other Non - Fibrous Heterogeneous CVE- 33 -M01 I CVE- 43 -M01 Exterior stucco Grey Non - Fibrous Homogeneous Exterior stucco Crushed 3- Grey Crushed Non- Fibrous Homogeneous < 1% Chrysotile None Detected 100% Matrix CVE- 55 -M01 Exterior stucco —1717an/Grey iCrushed Non - Fibrous Heterogeneous None Detected I None Detected 100% Matrix None Detected None Detected 100% Other Comments: For all obviously heterogeneous samples easily separated into subsamples, and for layered samples, each component is analyzed separately. Also, "1# of Layers" refers to number of separable subsamples. NY samples also analyzed by FLAP 198 -1 Method Scott Walker Approved Analyst Signatory Disclaimers: PLM has been known to miss asbestos in • small percentage or samples which contain asbalos. This notPbW PLM mutts cannot be pummMeed. Floor Wee and wipes should be Mssd with sibs* SEM or TEM. The 'boys lest report relates only le tee items Mated. This repel may only be reproduced in tun will written approval by EMSL. The Wove Nat must not be used by the client to claim product andorumsM by MAAP not any scorn, d tha Undid SIataa Gowen/nanl AI -*Nl&P mean. mak rrVLAP Mee mum enniart r taut one Lambkin' le he valid 17 • You r Company Name: Project Name/Number: EMSL Analytical, Inc. CHAIN OF CUSTODY Geo Gror.[,n N �,wec +, 1nc l..reAvieiJ, Pr). tt E-7se Purchase Order #: Asbestos e SAMPLE NUMBER LOCATION VOLUME (If Applicable) gli. GV6 -R1 rr..-6, • mom- R rrm 4$ o rt en, Rand q 0 I I 1 CA/6 - K a. C,vg -)?3 Y ; £ - i . R Qui _.f icy) ;11-1- Q,,,vi o�r►3� CVE — R 4 a pa-lci, in -(- siiy i mo t• !APIA r o 33 ' J C.vE — 35- Tai kiva, /a.. • CvE - 36- Toi �,�, ,.1a-1-;r5. a,.m J piFaA CVE -• 34-1-03 Pk4-ly ; e, 44QQ Miiti (wi-th: il WI) CVE — 33- To9. PP p,i,zJbini hi II (wiuip,had41) CvE - 93 -To1 ke,i 1171:11 (iv F. - )1 -TOi pi pc I,2,14, ? (Lyr1�>~I,;I�.� cvF - I) - TO3- pip,. 6,4 1 27 r CVE -)0- io2 p.P„ ! �` ci �,,( vlic l J) CVE— o6- Sow ?,fz 9y? Lo. l� wail w/ M�1 [vE- 06- Soy.. 1 I' '' '' cv o,- So3 Gv€ - )C- Solt ,• ,• ,. ' CVE- 45 -So! '' „ '' -5. 14,../( CVE -4‘- Sol ., ,. ' - AJ.t -,.!( . LvE- 56 -Soj „ II ,, - O. c.),,t( _CVE - '5o — Soi �� �� �� .. 5, Wu(( NOTE: Please duplicate this form and use additional sheets if necessary. EMSL Analytical, Inc. Asbestos OF CUSTODY • tur Company Name: G Li, 111 L J Sri - 'oject Name/Number: Cr« -�„Q�, ?r,. E -1 •, Purchase Order N: rSAMPLE NUMBER LOCATION VOLUME ofApplieabte) ILE -54-S01 /I Wk, t. on c e.,.,, �.,-t6 o ;.t wall - — C • 4/4, (i • EMSL Analytical, Inc. CHAIN OF CUSTODY Asbestos Your Company Name: Project Name/Number: Ge, Gro.tf Ner4I,weil.. Inc.. (,'rte,;ea34 L;, d F -`73g Purchase Order 1!: elsbesir, s 2 rr SAMPLE NUMBER LOCATION 3AeliiiifiSONIIICatte) '1 Ka %_V6 -R1 rr.An.j QVr4.A. R.rJTM 4a ii rVSr nj en, Ro 11/O < I C '.l —C., .. CVC- a. J I CV6 -lZ4 ,1& pa4ckini -for Aylis • rn►iA Kr) Gm 33 • /J D a CV - P.6 b r CQ7'1nj' AV4.6. Merit J 7 /�I I ` t C . v 6 , - 3. - Tol vr'f ND / I S Ex/E- 36- Toi in,,.�'iin -ly am.,..,i G..i ,u D 1 lj - c, i"crl. CVO - Stf- . Tai r. r,, p 4 �Q ►.,�,� L,,; t�.�11��1) v -13- Tat PT , . ., ,. .. , 4-c Z■ - , I CVF - -Toi • 7•'"- NO / <I -c, I3 -A CvE - 1(- TOi IT iv2 , Q„'""' ii.% LL) �^'P No /3 -) to -A 1r. CYF' -11- 'Cog- p:r. 6,4 12Y3�n•1 oa W ND/ co-c, 14-A { y (.vE - •10 -To2- p rI ,' ... .... ^,' S -c IS -A " ..+ . Rio — w t ... ;"1' N o / N D u: of ; 1 - o - rz oa �, ,, ,.� ND /0llt� M N �? I'lll cvsr -vG- Sow ., .. ,. 4 kiwi ,j,. ,j o i„xtlikl. rV • - 0 i � p(.l�- NP /Nto cowl ,i - - ^ 01 . ' , (6311..,. 0D/0D ca.w'`' 1 CvE.- , Sol '' '' " - AJ.o..8 pt6k`'" N t7 /ND c`'''`,111-, cvc - 56- Sod „ ,. 'i - t'. c. f( (��,,pt4.. N DIND 0"4" cvC.- su- soy �� ,, �� _ s• (,..u..!! . OA— rJ D IND 0-II 1 EMSL Analytical, Inc. ASbeSLOS CHAIN OF CUSTODY 1 Jr Company Name: G �, b r eAr f\L- 41w..1 Snc' hject Name/Number: Cr(' �- }�,►e..� �r: E-lser Purchase Order N: SAMPLE NUMBER LOCATION : t'4- i01 VJA. a, c .. Uu)i . L.i / — .M-�( N� ND _ - 36- 00- d ; ^Y /J o so Kkohz i -- o S - M Oa- !brie linawn nta',ILlhi, L /Ji4 ' " :1� `" ND ha su*Aha. A#40 a4nr N 0 (7 y1 L I Cyr II- Mod J Wmila•..� p..41 v 3 —c. f CVE- 07- Mqd •1 / o —G a -j —C— •'C" - ("v6 ••L3- MOB. 1 cvE -�.4 - tM l -c Cy-24 -Ma o r '' `' El - c. 1 0/ E - . s -1,10 4 ', 1' < < -c 1 <_vE- 4O-1M03 <1-c -• CvE- `H-Med a 1 CVE- :k - Mog 3 -c. we- 5'] -My`t a - C- I C,vE- 1l -M01 F)i:nk illnleCa.41n� t —G 1 . -N -M J 35 -c 1 cve -5'4 -Mod I;e•Lka_a_ _ ',J7 1 /r -46- M9i 3r1 y fi 4.6 fat -to -G1 N l7 64.„ • r- ML.. , . r :.. -fib' 8 -c, Na h` h'- i e - 5.7 - M o l l a, . r — /a.,A`-i, e ,.k (O-t. MI) �yC- S7 -J 3 ' .. w....11 IL ' t.ZC -G. /JD 11 OTE: Please duplicate this form and use additional sheets if necessary. - L • / Page \'III, Your Company Name: Project Name/Number: EMSL Analytical, Inc. CHAIN OF CUSTODY Geo Grr h.•.14 TO1C. CVt.r} View l Asbestos 171,- s E - 7A" Purchase Order f!: 1 SAMPLE NUMBER LOCATION VOLUME (1f Applicable) C<U F -.5"7- 1103 /�"r► by Id- r lea,. ./ ►++,rI i c 4 -lit v•rt den.l �y CV E -40 - M41 yet if) r T 4„,,iit.tt + c l'"7,11., - - c,stF- 36- Mop by/N., F`r_ 4vi,r _4:;,d ff...ftfit 44 CV - 30 -11o,1 -1114_ r-r (NE-3 L Mal plc. 3>ay r T „li,.,4,a).% CUE - 32,-M02r p 21 it,. CVE- 2'}-•M03 7.2.„ -jrz7y _F-i "/..."c iiskt Fr -Iir E CU" i6` Moa. 3riy _446,1, FT 1-I`r.,Irl1, C /E- 9 -5 -MJ2. pini )uli M "i ii m1r1tl- r-VE71 —MO1 5,14,,„...., brawl& C T r✓(� 3;-I i< (ME- la.-MO1 • . ., CVC: - lP-- Mo113 'darl{ sr,y f i 41+,.a1f ie Exeria,r t4u«n CVE- a-4- molt C E - 33 - M O 1 ' �� " CV -4 - • CVE -6S. -Mot • ■ • NOTE: Please duplicate this form and use additional sheets if necessary. EMSL Analytical, Inc. CHAIN OF CUSTODY Asbestos 1 ■ Company Name: roject Name/Number: Gi. Gre-.,+.T Lc_ CVtt1 View , Pr' E -153 Purchase Order N: - bestps ('7. r .14-iMPLE NUMBER LOCATION / F - s 7-1103 J1¢.J j� , .# fLr q ,: 4 Ltai ,,.r, l.,, l,y ( see_ 1-.)d•cw: Cy E -40 -Moi + 4:7;_k._ cr.4 F T 4,„,'Et �- 5 - c ! N D fro.sfir4 jg - 36- Moi i«.,n ET 4.,A,41... ■-ft (` (17 -C1 Al 7 µ"A"hi Wig.- 5.R. -1► C.VC - 3Q -. Mal 42,1 FT ., /,.,,,i, , ,' -3a- , , . - <l -c NO E -21- .MJ3., s,.2 ..,•jriY rr 4„ 1s,.111�6 . •I —C./ to --C.. CVO- 29 --`103 p;,lo irii ET 1..1/M 1(i it (0- C ( NI. I1E -IC- Mud. 312. p;,, k n I ,/,„4„42,1_ JU/I .e L.... PT kl,„Ji -1,..,.. < t -c-- / til 0 4 -C- //J D ___ (•Vr`- '1s-ma/ IvE -I -Mot. J /- by erns. F T r.1,,, _I :41',. 3— c - /NIi) `- 2..3.- P lot FT wi.„ii -ilr. ‘ I -c-1n1 1-v `vr - a-. moJ3 3f2/ it dart T T ,. /'1•.i,4ic (o-c-1 i) r.v r - a4- molt y.), ��n Gr ,� r■! i 1 CAE - 33- Mo i 1 C�` -y3 -Mot _ A , 0 C,VE -55 -Mai 11 ' N 17 _ , . 1 9i¢l.f Vl (= 01. NOTE: Please duplicate this form and use additional sheets If necessary. 1,1D lax at $6- -O(, l' Page X 4 71/ C t:1t 501 - • EMSL Analytical, Inc. CHAIN OF CUSTODY //� Asbestos T EMSL Representative: Your Company Name: Daryl 1,Foley /� LI Street: Box #: City /State: Belle.Mz UJA st- 13a4o 116 10{ Zip 98'oos EMSL -Bill to: E__. S a,,,, e �t 4o Ieff Street: Box #: City /State: Zip: Phone Results to: Name Telephone #: Project Name/Number: MATRIX Fax Results to: Name f {e;(.& -3; Anse, Fax Number: (2.04) 6y9 C res4vie,.i . f', n x-755 Purchase Order #: ❑ Air ❑ Bulk ❑ Wipe El Floor Tile ❑ Drinking Water ❑ Wastewater O Soil ❑ Dust TURNAROUND it O 6 -10 Days ❑ 72 Hours ❑ 24 Hour 0 Same Day* X5 Days ❑ 48 Hours 0 12 Hour 0 6 Hours "S.D. - A.M. delivery by Fed. Ex.-Results by Mid -night or earlier ECM ❑ MOSH 7400 ❑ OSHA ❑ Other: PLM RI EPA 600 ❑ NOB ❑ Point Count ❑ Other: SEM ❑ Qualitative ❑ Quantitative TEM.AIR ❑ AHERA ❑ NIOSH 7402 ❑ Level 1 ❑ Level I1 TEM BULK ❑ Drop Mount (Qualitative) ❑ Chatfield ❑ Chatfield / SEM QC ❑ Conventional (Quantitative) ❑ EMSL Method ❑ NOB ❑ NOB / SEM QC • ❑ Micro Vac - Quantitative ❑ Micro Vac - Qualitative TEM WATER ❑ Wastewater ❑ Drinking Water EPA 100.1 ❑ Water - NY Wastewater ❑ Water -NY Drinking Water TEM WIPE ❑ Quantitative ❑ Qualitative XBR O Asbestos O Silica OTHER O Client Sample # (s) a ^erig - ducadi.,uou, Relinquished: Received: Date: i}m 0:71a414.t4 ira , Date: Total Samples: ea Time: /3-:06 Time: TAB V AHERA BUILDING INSPECTION HIGHLINE SCHOOL DISTRICT NO. 401 CRESTVIEW SCHOOL A. Introduction The original school consists of three structures built in 1957: a classroom building, a multipurpose building which includes a kitchen and boiler room, and the office building. The structure has a concrete foundation, brick exterior and interior with steel roof trusses, wood roof deck and exterior insulation. In 1960 four classrooms were added to the east end of classrooms in the multipurpose building wing. In 1966 the kindergarten building was constructed east of the multipurpose building. A storage area was added on the west side of the multipurpose building in 1979. The general architectural features of the additions and added buildings are similar to the original structures. The school buildings are heated by hot water unit ventilators from the central boiler room located in the multi- purpose building. The kindergarten building heating is electric. This school provides 27,022 square feet of space and was AHERA inspected on March 18, 1989. B. Documents Consulted Designers: 1957 1960 1966 1979 Waldron & Dietz, Seattle, WA Waldron & Dietz, Seattle, WA Waldron & Dietz, Seattle, WA Waldron & Dietz, Seattle, WA Documents Available (Used) Page 2 The Nielsen - Wurster Group Inc. 1957 Architectural, Structural, and Mechanical drawings 1960 1966 1979 n u 1 n Architectural and Structural drawings C. Homogeneous Areas with ACBM (surfacing materials) None Identified D. Homogeneous Areas with ACBM (Thermal Systems Insulation) CV -07 CV -09 CV -08 hard lagging - classroom and multipurpose buildings hard fittings in fiberglass lagged piping multipurpose, and office buildings equipment lagging - boiler room E. Homogeneous Areas with ACBM (Miscellaneous Materials) CV -05 floor tile - all buildings CV -06 sheet vinyl - restrooms, all buildings Homogeneous Areas determined to contain no ACBM CV -01 plaster CV -02 wallboard CV -03 ceiling tile (12" x 12" medium hole standard) CV -04 ceiling tile (12" x 12" medium /large hole random) F. Bulk Samplings Sixteen (16) samples were taken on a representative selection basis from the buildings. Several samples were subdivided by the laboratory and seventeen (17) reports were issued by the laboratory. No samples were found to contain asbestos. The laboratory reports and chain of custody reports are in appendix V -1. 11 11 11 11 11 11 Li G. Assessment • Data (See the following appendices:) Photos - Appendix V -2 Sketches - Appendix V -3 • Assumptions IFloor tiles, sheet vinyl flooring and mastic were assumed to contain asbestos. Pipe thermal insulation was visual inspected and found to be asbestos. • Condition Assessment There were no immediate h ealth hazards due to asbestos identified during the inspection. The thermal system ihsulation (TSI) is installed above grade. In exterior areas the piping is routed under covered walkways and the insulation is metal jacketed. Inside buildings the exposed TSI is wrapped with conventional cloth jacket. In general the overall condition of the TSI was good, however their was minor damage noted in the multi - purpose room. The equipment lagging in the boiler room was generally also in good condition, however minor damage was noted at inspection doors and from maintenance activities. The miscellaneous non - friable materials found were floor tiles, sheet vinyl and mastic were noted to be in good condition. H. Inspector's Comments The school is not currently being used for education. It is currently being used for storage only. The school is in a general state of deterioration due to non -use. Periodic inspections to maintain current condition of ACBM is recommended. Kern* C • ons AHERA I spector e00007 The Nielsen - Wurster Group Incorporated BULK SAMPLE INVENTORY AND CHAIN OF CUSTODY 03 -23 -1989 CRESTVIEW, 14ULTI-PURPOSE I Sample Number 1 Homogeneous Area 1 Type Of Material 1 1 Date Taken Condition Shipped + , Functional Space Date Shipped Taken By Shipped By 1 1734 03/18/89 GOOD CV 01 CLASS ROOM 03/23/89 PLASTER KERRY COONS KATE 1735 03/18/89 GOOD CV 01 STORAGE 03/23/89 PLASTER KERRY COONS KATE 1736 03/18/89 GOOD CV 01 FOYER 03/23/89 PLASTER KERRY COONS KATE 1 1737 03/18/89 GOOD CV 01 FOYER 03/23/89 PLASTER KERRY COONS KATE 1745 03/18/89 GOOD CV 03 RESTROOM 03/23/89 CEILING TILES KERRY COONS KATE 1746 03/18/89 GOOD CV 04 RESTROOM 03/23/89 CEILING TILES KERRY COONS KATE 1747 03/18/89 GOOD CV 04 CLASS ROOM 03/23/89 CEILING TILES KERRY COONS KATE +1 Laboratory Name: Received By: Date: 3/23/0 1 Analyzed By: Date: , � I Condition Received: C -gr�, 1 MICROLAB NORTHWEST Condition Analyzed: Batch Number: Samples Received: Page Number: I The Nielsen - Wurster Group Incorporated BULK SAMPLE INVENTORY AND CHAIN OF CUSTODY 03 -23 -1989 CRESTVIEW, MULTI- PURPOSE 1 Sample Number 1 Homogeneous Area 1 Type Of Material Date Taken Functional Space Taken By Condition Shipped Date Shipped Shipped By 1748 03/18/89 GOOD CV 04 CLASS ROOM 03/23/89 CEILING TILES KERRY COONS KATE + + Laboratory Name: MICROLAB NORTHWEST Received By: Date: 3 01 Analyzed By: ( Date: Condition Analyzed: Cti.ce"14 Condition Received: (--L Batch Number: -1 Samples Received: ir + + Number Of Samples Shipped: 8 Page Number: 2 000009 BULK ASBESTOS NVLAP ACCREDITATION NUMBER 1089 11 MICROLAB NORTHWEST 7609. 1400th F'1. N.E. Redmond, Wash., 98052 L ASBESTOS BULK SAMPLE ANALYSIS TO: The Ni el sen- Wurster Group 4900 Columbia Center Seattle, Washington 98104 -7106 Source: Crestview, Multi- Purpose Sample #: 1734A, Plaster, Classroom . Xiii XiiXiiisisisiiis i.• ♦ NN Xii! XXis ii Xi•XXisii:iiii Xiii iiisi isi XX• •.XX XXis hi i:i i iii XiiiiXisXXXXXii :. Analytical Method: This sample has been analyzed wing polarized light microscopy with dispersion staining (F'LM -DS Method). The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NIST) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: White Cake. Asbestos Present (percent) : None Other Fibrous Materials: None Nonfihrous Materials: Calcite (40%) Binder (60X) XXXXXXXXXxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx X X CONCLUSION: X X This specimen as received contains no asbestos. X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: Approved By: Date: March 25, 1989 Date: March 25, 1989. NVLAP ACCREDITATION 7609 140th Pl . N.E. NUMBER 1089 Redmond, Wash., 98052 ASBESTOS BULK SAMPLE ANALYSIS TO: The Ni e1 sen- Wurster Group 4900 Columbia Center Seattle, Washington 981c :04- 7106 Source: Crestview, Multi- Purpose Sample #: 1734B, Plaster, Classroom ,,,,,,,,,,,,,,,,,,xXXXX;:x;:>:>:;::;XXX:.XXXX xx:.,,X NX ::; ::,,...,.,...,....,... :: :• .x :::::,., : :::::>:;: > : :,x :: x > : :..: >: Analytical Method: This sample has been analyzed using polarized .light microscopy with dispersion staining (PLM -DS Method). The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NIST) though they represent work: done by a laboratory accredited by NIST to perform this analysis. Bross Appearance: Concrete Asbestos Present (percent): None Ot :her Fibrous Materials: Cellulose Fiber (<1%) Nonf ibrous Materials: Non - Fibrous Mineral Aggregate (70%) Binder (•'c :► %) xxxxxxxxxxxxxxxxxxXXXXXxxxxxxxxxxxxxXXXXxxxxxxxXXXXxXXXXXxxx x X X X CONCLUSION: X X X X X X This specimen as received contains no asbestos. X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX • Analysis By: Date: March 25o 1989 E. R. Crutcher Approved By: C.5!;*5.511%---- E. R. Crutcher Date: March 25, 1999 BULK ASBESTOS NVLAF' ACCREDITATION NUMBER 1089 MICROLAB NORTHWEST 7609 140th P1 . N.E. Redmond, Wash., 98052 ASBESTOS BULK SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 4900 Columbia Center Seattle, Washington 98104- 7106 Source: Crestview, Multi-Purpose Sample #: 1735. Plaster, Storage i i i I i i i i i I i i i i i X i i X X X i 1 X % I (% X I (X X% / X X i X X X i X i /iii % X% X X X ,I • X %( I i i i I r i i i X ( I II X I i(I I(% X I I I (X I\% I( Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (F'LM -DS Method). The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NIST) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: White Cake. Asbestos Present (percent) : Norge Other Fibrous Materials: None Nonfibrous Materials: Calcite (4(Y/.) Binder (60 %) XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X x X CONCLUSION: X X This specimen as received contains no asbestos. X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: Date: March 25, 1989 E. R. Crutcher Approved E(y: . R. Crutcher Date: March 25, 1989 1 1 1 1 t 1 1 1 1 1 1 1 i i • , , . r, , vr, , r 1 • �, t 1 1 •.. V ../ 1 NVLAP ACCREDITATION 7609 140th P1. N.E. NUMBER 1 089 'Redmond, Wash., 98052 ASBESTOS BULK SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 4900:0 Columbia Center Seattle, Washington 98104- 7106 fSource: Crestview, Multi - Purpose Sample #: 1736, Plaster, Foyer • Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (PLM -DS Method) . The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (MIST) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: White Cake. Asbestos Present (percent): None Other Fibrous Materials: None Nonf:ibron.is Materials: Calcite (407.) Binder (&:►Y.) XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXxxxxxxxXXXxxxxxxxXXxX. X X X X X CONCLUSION: X X X' X This specimen as received contains no asbestos. X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXxXXXXXXxxxxxxXXXXXX Analysis By: Date: March 25, 1989 E. R. Crutcher Approved By: (/�� Date: March 25, 1989 E. R. Crutcher 000013 BULK ASBESTOS NVLAF' ACCREDITATION NUMBER 1089 li MICROLAB NORTHWEST 7609 140th P1 . N.E. Redmond, Wash., 98052 1 ASBESTOS BULK SAMPLE ANALYSIS TO: The Ni el sen- Wurster Group 49c:00 Columbia Center Seattle, Washington 98104 -7106 Source: Crestview, Multi - Purpose Sample #: 1737, Plaster, Foyer .,.;;<;;;,,,,;;;;,;,xxx x xxx:•;:e:,;:;::;xxxxxxx;. >::c:• xxxgxxxxxxxxxxxx;:;a : c;,...,xxxx ; c::;,xxxxx;:xx Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (F'LM -DS Method). The following statement is included as required by law: These results have not been verified by the National Institute of Science and Technology (KIST) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross; Appearance: White Cake. Asbestos Present (percent): None Other Fibrous Materials: None Nonfibroc.cs Materials: Calcite (40%) Binder (60 %) XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X CONCLUSION: X X This specimen as received contains no asbestos. X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: E. R. Crutcher • Approved By: E. R. Crutcher Date: March 25,'1989 Date: March 25, 1989 1. 1 1 1 1 1 1 1 1 1 1 BULK ASBESTOS NVLAF' ACCREDITATION NUMBER 1089 MICROLAB NORTHWEST 7609 140th P1. N.E. Redmond, Wash., 98052 ASBESTOS BULK: SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 4900 Columbia Center Seattle, Washington 981:)4 -71c)6 Source: Crestview, Multi- Purpose Sample #: 1745, Ceiling Tile, Restroom XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXNXXXXXXXXXXXXX Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (F'LM -DS Method) . The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NISI) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: Brown Mat. Asbestos Present (percent): None Other Fibrous Materials: Cellulose Fiber (90''.) Nonf i brous Materials: Binder (10%) xxxxxxxxxxxxXXXXXXxxxxxxxxxxxxxxxxxxxxxxxxXX XXXXXXXXXXXxXX:xx X X X CONCLUSION: X X This specimen as received contains no asbestos. X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: Approved By: E. R. Crutcher E. R. Crutcher Date: March 25, 1989 Date: March 25, 1989 BULK: ASBESTOS NVLAF' ACCREDITATION NUMBER 1089 MICROLAB NORTHWEST 7609 140th F'i . N.E. Redmond, Wash., 98052 ASBESTOS BULK SAMPLE ANALYSIS TO: The Nielsen— Wurster Group 490 :u :0 Columbia Center Seattle, Washington 98104 -7106 Source: Crestview, Multi — Purpose Sample #: 1746, Ceiling Tile, Restroom xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxgxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (F'LM —DS Method). The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NIST) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: Brown Fibrous Mat And White, Fink Faint. Asbestos Present (percent): None Other Fibrous Materials: Cellulose Fiber (90% of mat Nonf i brews Materials: Calcite And Pigment (607.) Binder (10% of mat, 40% of paint) xxxxxxxXxxxxxXXXxXXXxXXXXXxxXXXXXxxxxxxxxxxxxxxxxxx XXXxxXXXx X X x X 1 1 1 1 1 1 1 1 1 1 1 X X CONCLUSION: X X This specimen as received contains no asbestos. x x X x X x xxxxxxXXXxxxxxxxXXxxxxxxxxxxxxxxxxxxxxXXxxxxxxxXxXXXXXXxXXXX Analysis By: Approved By: Date: March 25, 1989 Date: March 25, 1989 1 0(.3O«s6 r NVLHN ACCREDXTATLON JUMBEF: 1089 76'.9 14Otn P1 N.E. Redmond, Wash., 98052 ASBESTOS HULK SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 4900 Columbia Center Seattle, Washington 98104 - 7106 pounce: Crestview, Multi - Purpose Sample #: 1747, Ceiling Tile, Classroom x :,,.x:,. :: x xxxxx:,: :xxxxxx; : :• • :x:,x,,::x: ::xxxx:: xx xxxx:, xxx x:,. :xx::: :x: :xxx.,::;,..xxxx; : : : >: Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (PLM -DS Method). The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NIST) .though they represent wort: done by a laboratory accredited by NIST to aerform this analysis. Gross Appearance: Brown Fibrous Mat And White, Pin;: Paint. Asbestos Present (percent): None Jt.her Fibrous Materials: Cellulose Fiber (9c :)7 of mat) Nonf i br ous Materials: Calcite And Pigment (60%) Birder (10% of mat, 40% of paint) XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X CONCLUSION: X X X This specimen as received contains no asbestos. X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: Date: March 25, 1989 E. R. Crutcher Approved By:" Date: March 25, 1989 BULK ASBESTOS NVLAP ACCREDITATION NUMBER 1089 MICROLAB NORTHWEST 7609 140th P1. N.E. Redmond, Wash., 98052 ASBESTOS BULK SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 4900 Columbia Center Seattle, Washington 98104 -7106 Source: Crestview, Multi- Purpose Sample #: 1748, Ceiling Tile, Classroom :•: X :;::;:::: t>;>::: X>: xX>,.::;>...:, x>:::>:>: X>:>:>:>:>::,::: r:::,.,.; >::,.,,: >::::: :::: :,.,:: > : ::;:X xX> : >: >:X >:xX:4;1x >;:,. 1 1 1 1 1 Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (PLM -DS Method). The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NIST) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: Brown Fibrous Mat And White. Pink Paint. Asbestos Present (percent): None Other Fibrous Materials: Cellulose Fiber (90% of mat) Nonfibrous Materials: Calcite And Pigment (60%) Binder (10 of mat, 407. of paint). xxxxxxXXXxxxxxxXXXXXXxxxxxxXXXXXXxXXXxxxxxxxxxxxXXXXXXx .XXXXX X X X X X CONCLUSION: X X This specimen as received contains no asbestos. X X X X X X XXXXXXXXXXXXXxxxxxxXXXXXXxXXXXXXxxxxxxXxxxxxxxxxxxxxXXXXXXXX Analysis By: Approved By: Date: March 25, 1989 Date: March 25, 1989 1 z i 1 1 1 1 1 1 The Nielsen - Wurster Group Incorporated BULK SAMPLE INVENTORY AND CHAIN OF CUSTODY 03 -22 -1989 CRESTVIEW, CLASSROOM BLDG. 1 Sample Number 1 Homogeneous Area 1 Type Of Material Date Taken Functional Space Taken By Condition Shipped Date Shipped Shipped By 1738 03/18/89 GOOD CV 01 CLASS ROOM 03/22/89 PLASTER KERRY COONS KATE 1739 03/18/89 GOOD CV 01 CLASS ROOM 03/22/89 PLASTER KERRY COONS KATE 1744 03/18/89 GOOD. CV 03 CLASS ROOM 03/22/89 CEILING TILES KERRY COONS KATE + + Laboratory Name: MICROLAB NORTHWEST Received By: Date: Analyzed By: Date: Condition Analyzed: Condition Received: 04 Batch Number: ' '' 3 Samples Received: Number Of Samples Shipped: 3 Page Number: 1 000019 BULB: ASBESTOS NVLAP ACCREDITATION NUMBER 1089 MICFOLAB NORTHWEST 7609 140th P1. N.E. Redmond, Wash., 98052 ASBESTOS BULK SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 4900 Columbia Center Seattle, Washington 98104 -7106 Source: Crestview, Classroom Sample #: 1738, F'l aster, Classroom }.:•txxx::;:i::.:• x xxxx x.•: isi:`•• 5xxx xxx x);: f` t:;:lxx xx x:;;•,xxx x' r:'•.., ..,,.,,..i:•;2..,::::1,...i;::• xxi;;(i.xxx Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (F'LM -DS Method). The following statement is included as required by law: These results have not been verified by the National Institute of Science and Technology (NIST) though they represent work: done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: White Cake. Asbestos Present (percent): None Other Fibrous Materials: None Nonfibrous Materials: Calcite (40%) Binder (6c:)7.) XXXXXXXXXXXXXXXXXXYXXXXXXY, XXXXXXXXXXXXX XXXXXXXXXXXX':xXXXXXX X X X X X X X X CONCLUSION: X X This specimen as received contains no asbestos. X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: Approved By: E. R. Crutcher E. R. Crutcher Date: March 25, 1989. Date: March 25, 1989 1 1 1 1 1 1 1 1 1 1 1 1 1 BULK ASE+ES I uS JVLAP ACCREDITATION 'UMBER 1 089 MICROLAB NORTHWEST 7609 140th P1 . N.E. Redmond, Wash., 98052 ASBESTOS BULK SAMPLE ANALYSIS -TO: The Nielsen - Wurster Group 49c :00 Columbia Center Seattle, Washington 98104 -7106 Source: Crestview, Classroom -Sample #: 17.9, Plaster, Classroom Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (FLM -DS Method) . The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NISI) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: White Cake. Asbestos Present (percent): None Other Fibrous Materials: None Nonfibrous Materials: Calcite (40%) Binder (60%) xxXXXXXX;( XXxxxXXXXXxxxxxxxxxxxxxxxxxxXXXxx :',x.''xxxxxxxxXXXXX X X X X X CONCLUSION : X x x X This specimen as received contains no asbestos. X X X X X XXXXXXXXXXXXXxxxxxxxXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: Date: March 25, 1989 E. R. Crutcher Approved By: Date: March 25, 1989 C09071. BULK ASBESTOS NVLAP ACCREDITATION NUMBER 1089 '.1 MICROLAB NORTHWEST 7609 140th P1 . N.E. Redmond, Wash.. 98052 ASBESTOS BULK SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 49c ::0 Columbia Center Seattle, Washington 98104- 7106 Source: Crestview, Classroom 1 1 1 1 1 1 1 t 1 t Sample #: 1744, Ceiling Tile, Classroom 1 I ♦ :':I:I : \::I:is: ,. ,:xxxx x xi:i1 is isx x x is x I :: :/\x:: x I\ ::: I xx• ::I i\I:i I I xI: :: ::I:i:i:/i x i::' :::%:%::\: xI I %: xiiii i\x Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (PLM -DS Method). The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NIST) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: Brown Fibrous Mat And White Paint. Asbestos Present (percent): None Other Fibrous Materials: Cellulose Fiber (90`,'. of mat.) r'Jonf i brows Materials: Calcite (60 of paint) Binder (40;: of paint. 10% of mat) XXxxxxxxxxxxXx xxxxxxxxxxxxxxxxxxxxxxxXXXXX XXXXXXXxxxxxxxxxxx x x x x X CONCLUSION: x X This specimen as received contains no asbestos. X x x X X X x XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis by: v�v Date: March 25, 1989 E. R. Approved By: Date: March 25, 1989 E. F. Crutcher 1 1 1 1 1 The Nielsen - Wurster Group Incorporated BULK SAMPLE INVENTORY AND CHAIN OF CUSTODY 03 -22 -1989 CRESTVIEW, KINDERGARTEN Sample Number Homogeneous Area Type Of Material Date Taken Functional Space Taken By Condition Shipped Date Shipped Shipped By 1740 03/18/89 GOOD CV 02 CLASS ROOM 03/22/89 WALL BOARD KERRY COONS KATE 1741 03/18/89 GOOD CV 02 CLASS ROOM 03/22/89 WALL BOARD KERRY COONS KATE 1744 03/18/89 GOOD CV 02 CLASS ROOM 03/22/89 WALL BOARD KERRY COONS KATE Laboratory Name: MICROLAB NORTHWEST Received By: Analyzed By: Date: Condition Analyzed: Condition Received: Batch Number: Samples Received: Number Of Samples Shipped: 3 Page Number: 1 BULK; ASBESTOS NVLAP ACCREDITATION NUMBER 1089 MICROLAEi NORTHWEST 7609 140th F'1. N.E. Redmond, Wash., 9805 ASBESTOS HULK, SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 4900 Columbia Center Seattle, Washington 98104 - 7106 Source: Crestview, Kindergarten Sample #: 1740, Wallboard. Classroom x xx;:xx xxx x:,.:xxx x:,...;:;xxx x;,;,;;;;;,;;;;;,,,,,,,,,,,;;; cxxx xxx x::;::.:;;: ;;:,:,xxxxxx:;:;;;:•,,;xxxxx: :x Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (F'LM -DS Method). The following statement is included as required by law: These results have not been verified by the National Institute of Science and Technology (KIST) though they represent work done by a laboratory accredited by NISI to perform this analysis. Gross Appearance: White Cake And Paper. Asbestos Present (percent): None Other Fibrous Materials: Cellulose Fiber (57. cake. 90 of paper). Nonfibrous Materials: F'erolite (15% of cake) Clay (407. of cake) Binder (457. of cake, 10% of paper XXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX X X x X X CONCLUSION: X X This specimen as received contains no asbestos. X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: Approved By: Gru cher E. R. Crutcher Date: March 25, 1.989 Date: March 25, 1989 1 1 1 1 BULK ASBESTOS 1 NVLAP.ACCREDITATION NUMBER 1089 ., MICROLAF NORTHWEST 7609 140th P1 . N.E. Redmond . Wash., 98052 ASBESTOS BULK SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 49( :10 Columbia Center Seattle, Washington 98104 -7106 Source: Crestview, Kindergarten Sample #: 1741, Wallboard, Classroom Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (F'LM -DS Method). The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NISI) though they represent word: done by a laboratory accredited by NISI to perform this analysis. Gross Appearance: White Cake And Paper. Asbestos Present (percent) : None Other Fibrous Materials: Cellulose Fiber (5:'. cake, 90% of paper) . Nonf i brous Materials: Perol i •te (15% of cake) Clay (40 of cake) Binder (45% of cake, 10 of paper • xxxxxxXXXXXXxxxxxxxxxxxxXXXXXXxxxxxxXXXXXXxxxxxxXXXXXXXXXXxx X X X X X CONCLUSION: X X X X This specimen as received contains no asbestos. X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: Approved By: E. R. Crutcher E. R. Crutcher Date: March 25, 1989 Date: March 25, 1989 CCOO?. BULK ASBESTOS NVLAR ACCF:EDITATION _.h NUMBER 1089 • MICROLAB NORTHWEST 7609 140th P1. N.E. Redmond. Wash., 98052 II ASBESTOS BULK SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 4900 Columbia Center Seattle, Washington 98104 -7106 Source: Crestview, Kindergarten 1 1 1 Sample #: 1744, Wallbaord, Classroom ,;. x r . ;x,:.;, ., .r. 1 r is i. i. i': is is i': %. ii i': is i, r is i. is iii. ri 1. i': ii i.r • r •. r. i. %: is i. :., is ii :, ,., i:i.i.,. r. ,, r: ii :, i. r': %: i. ,. •. r. r. n,.r i': is :ir iii.,.,. Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (PLM-DS Method) . The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NIST) though they represent work done by a laboratory accredited by KIST to perform this analysis. 1 Gross Appearance: White Cal::e And Paper. Asbestos Present (percent) : None Other Fibrous Materials: Cellulose Fiber (5;: cake, 90;'. of pac:jer)• Nonf i brous Materials: F'erol i to (157. of • cake) Clay (40;: of cake) Binder (45 of cal::e, 10% of paper XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X • X X CONCLUSION: X X X X This specimen as received contains no asbestos. X X X x x XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: Date: March ' 25, 1989 E. R. rutcher Approved By: Date: March 25, 1989 1 1 t 1 1 1 1 1 1 1 The Nielsen - Wurster Group Incorporated BULK SAMPLE INVENTORY AND CHAIN OF CUSTODY 03-23-1989 CRESTVIEW, OFFICE BLDG. Sample Number Homogeneous Area Type Of Material Date Taken Functional Space Taken By Condition Shipped Date Shipped Shipped By 1733 03/18/89 GOOD CV 01 ADMINISTRATION 03/23/89 PLASTER KERRY COONS KATE 1743 03/18/89 GOOD CV 03 ADMINISTRATION 03/23/89 CEILING TILESS KERRY COONS KATE Laboratory Name: MICROLAB NORTHWEST I Received By: : Date: 3 /.3/g1 I Analyzed By: Date: I rr � I Condition Analyzed: C Condition Received: c-t. I Batch Number: 4/ r7 Samples Received: ;2._ 1 Number Of Samples Shipped: 2 Page Number: BULK ASBESTOS NVLAF' ACCREDITATION NUMBER 1 :089 MICROLAB NORTHWEST 7609 140th F'1. N.E. Redmond, Wash., 98052 ASBESTOS BULK SAMPLE ANALYSIS TO: The Nielsen - Wurster Group 4900 Columbia Center Seattle, Washington 98104 -7106 Source: Crestview, Administration Sample #: 1733, Plaster, Administration Vv"MXXXXXXXXNXXXXXI.AXXXXXXXXXXXXXXXXXXXXXMXXXXXXXXXXXXXXXXXXXX;IXXXXXXXX H Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (F'LM -DS Method) . The following statement is included as required by law: These results have not been verified by the National Institute of Science and Technology (NISI) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: White Cake. Asbestos Present (percent): None Other Fibrous Materials: None Nonf i bro't.tis Materials: Calcite (40 %) Binder (60%) XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X CONCLUSION: X X This specimen as received contains no asbestos. X X X X •X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Analysis By: Approved 8 • E. R. Crutcher E. R. Crutcher Date: March 25. 1989 Date: March5. 1989 11 BULK ASBESTOS 1 N'YLAP ACCREDITATION NUMBER 1(:►89 MICROLAB NORTHWEST 7609 140th P1. N.E. Redmond, Wash., 98052 ASBESTOS BULK SAMPLE ANALYSIS (• TO: The Nielsen - Wurster Group I 4900 Columbia Center Seattle, Washington 98104 -7106 Source: Crestview, Office Bldg. 1 Sample #t: 1743, Ceiling Tile, Administration Analytical Method: This sample has been analyzed using polarized light microscopy with dispersion staining (PLM -DS Method). The following statement is included as required by law; These results have not been verified by the National Institute of Science and Technology (NIST) though they represent work done by a laboratory accredited by NIST to perform this analysis. Gross Appearance: Brown Fibrous Mat And White Paint. Asbestos Present (percent): None Other Fibrous Materials: Cellulose Fiber (90% of mat) Nonfibrous Materials: Calcite (60;: of paint) Binder (40% of paint, 10% of mat) XXXX. XXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X CONCLUSION: _ X X This specimen as received contains no asbestos. X X X X X X X X x xxxxxxXXXXXXxxxxxxXXXXXXxxxxxxxxxxxxXXXXXXXxxxxxxXXXXXXXXXXX Analysis By: Approved By: E. R. Crutcher Date: March 25, 1989 Date: March 25, 1989 1992 •AHERA RE- INSPECTION 1 1 CONTENTS 1 1. REVISED DRAWINGS 2. RE- INSPECTION FORMS 1 1 PHYSICAL ASSESSMENTS 4. RESOURCE EVALUATION INSPECTORS JANICE BURLEY JACK JOHNSON MANAGEMENT PLANNER ALAN J. SCHMIDT • r •••- ; i 1 1 1 • OFFICE BUILDING 14 BELLA C00LA ME M 13 KLALLUM OUST CV -12.01 � SOUTH CLASSROOMS BUILDING MULTI - PURPOSE NORTH . ' CLASSROOMS • T s KITCHEN DISH TR CUST 12 LUMMI 11 NOOTKA 10 QUINALT 9 TLINGIT 8 KWAKIUTL Iflf �ME BOILER STOR BUILDING CEMENT ASBESTOS BOARD COVERED WALKWAYS \ \ \\\\\\\\ \\ HOMOGENEOUS AREAS: CRESTVI EW 16200 42nd Ave. S. TUKWILA 98188 94. -42f3 7 HAIDA . \\ \N` c . 4 W . 5 . 6 .' YAKUTAT • SAMISH CHIMACUM ME NORTH . ' CLASSROOMS • T s KITCHEN DISH TR CUST 12 LUMMI 11 NOOTKA 10 QUINALT 9 TLINGIT 8 KWAKIUTL Iflf �ME BOILER STOR BUILDING CEMENT ASBESTOS BOARD COVERED WALKWAYS \ \ \\\\\\\\ \\ HOMOGENEOUS AREAS: CRESTVI EW 16200 42nd Ave. S. TUKWILA 98188 94. -42f3 7 HAIDA . \\ \N` T K— BUILDING 1 SALISH 11 2 QUILLEUTE CHINOOK 3 OFFICE BUILDING ME N STOR ETX WORK ROOM OFFICE STAFF CONF PRIN CV -131 .. • , • YAK U.TAT ME W� ; .,..:f!. .1 t : SAM . ISH ' CHIMACUM ME NORTH • . • CLASSROOMS BUILDING • CEMENT ASBESTOS BOARD DOOR KICK. PANELS ,HOMOGENEOUS AREA C's/13 14 BELLA COOLA ME M .//4 13 KLALLUM CUST ������� ICV -131- 12 LUMMI SOUTH 1 1 CLASSROOMS BUILDING NOOTKA MULTI- PURPOSE MAKAH FOYER STOR CV -13 `-- 10 0UINALT 9 TLINGIT 8 KWAKIUTL W ME s KITCHEN DISH TR //i CUST BOILER STOR ' /// I\ Ni 7 HAIDA CR ESTVI EW 16200 42nd Ave. S. TUKWILA 98188 1� An._ T T K- BUILDING 1 SALISH 2 QUILLEUTE CHINOOK 3 OFFICE BUILDING ME N STOR c WORK RON OFFICE STAFF CONF PRIN 4 ME M : 5 6: YAK UTAT SAMISH. CHIMACUM ME NORTH CLASSROOMS BUILDING FIRED00R HOMOGENEOUS AREA: CV -14 14 BELLA COOLA ME M 13 KLALLUM OUST SOUTH CLASSROOMS BUILDING MULTI- PURPOSE STOR1 MAKAH FOYER 12 LUMMI 11 NOOTKA 10 QUI NALT 9 TLINGIT 8 KWAKIUTL w. ME S KITCHEN DISH TR CUST, BOILER STOR •• • • 7 HAIDA CRESTVIEW 16200 42nd Ave. S.. TUkWILA 98188 9d? -L9F1 • . • • • T T K-BUILDING CV-15 1 SALISH 2 QUILLEUTE CHINOOK 3 OFFICE BUILDING N STOR KRK ROO OFFICE STAFF CON F PRIN :4, .:.,.........„ .. ... ...f.h. .0.... ....; •••.!). ..' . . • 4.,' - ....., YAKUTAT,. •,. -.. n"-... O 0 '. :.4.••;;i5...:,: .. • 1..147 r. , • 1... '* ., . !..'"....?: .......q• . 0.. ... ,... • ...' . . . .. .SAMISH:..... ..... '. „ . • .• • .. .. ••••■•4; .1. ..o.i ,......".• 1 , •...i.".. !. : . ; ' ' I... . .6 .. . . CH. IMACUM • NORTH - • BUILDING • • • 1CV-15 14 BELLA COOLA Mi!::::: M 13 KLALLUM CUST SOUTH CLASSROOMS BUILDING MULTI- PURPOSE STOR MAKAH FOYER 12 LUMMI 1 1 NOOTKA 1 • 10 QUINALT T. .2_ — KITCHEN S • DISH TR CUST „,. BOILER STOR . ',FLEXIBLE DUCT , CONNECTORS HOMOGENEOUS AREA: ,CV:-15 M • CRESTVIEW 16200 42nd Ave. S. TUKWILA 98188 T T K- BUILDING CV 5.021 OFFICE BUILDING SOUTH CLASSROOMS BUILDING I CV -5.01 CV -05 ,,,i' ,\,..., ,J ,. kl . :\ ,, ME NORTH ' CLASSROOMS BUILDING 9X9 FLOOR TILE HOMOGENEOUS AREAS: CV -05, 5.01, 5.02 C R ESTVI EW 16200 42nd Ave. S. TUKWILA 98188 243 -4263 T K-BUILDING 1 SALISH 2 QUILLEUTE CHINOOK 3 OFFICE BUILDING ME N STOR OK ROOM OFFICE STAFF CONF PRIN ' •,` . • • .: • ' • 0„ .:i.x.....:;;;;?..,;•.;,;:: ;: : .::::...:..1,4:oi • f io!! i V •,:.ki. ......:.: ." ... . .... . ......, .. ..,...,..: 4 iv ....,7-- . ...?...•':;•:...y....:i...7,...?..!..••••••.,,...... ....':?44;...7,1.: N ..• .; ..., t ke.:%..if:!A...i.,44 1 •••::,.-•/..:,..• :- 6 .;•.;::'i,.,.:,•..•.f • • YARUTAT..4..... ,SAMISH .. CHiMACUM • • . • • • • •.`•V,:•.■••••• ••: 14 BELLA COOLA ME M 13 KLALLUM CUST SOUTH CLASSROOMS BUILDING MULTI- PURPOSE MAKAH FOYER STOR ••• •, 7 .•. KITCHEN DISH TR • -STOR " . -;","•:• • • • t : • ; . • GASKET MAtERIAL‘ • HOMOGENEOUS AREA: Cyr16 cUst BOILER • CRESTVIEW 16200 42nd Ave. S. TUKWILA 98188 12 LUMMI NOOTKA 10 .1 OUINALT 1.1 9 TLINGIT 111 8 1 KWAKIUTL •W ME I 7 • HAIDA • 11 Ar1,_ 1 1 T K-BUILDING 1 SALISH 2 QUILLEUTE CHINOOK 3 OFFICE BUILDING ME N STOR c ctIM WCRK ROOK OFFICE T T STAFF CONF PRIN CV-09 .. ..: • .: 4.. .: • • ... , ... . . . . .. :;.:YAKUTAT ... ,: C w ;:i.•• 'X.= ;;'.'“.• • — ',....V. — •..5 . . .. SAMISH,• . . .. ' .7,.:' : • • . • - • '... , 6 CHIMACUM :-•-•-- 'it.. ..• 4...:' • NORTH • • • • " CLASSROOMS I CV-09 I ' • • -* • BUILDING::: • HARD FITTINGS HOMOGENEOUS AREA CV-09 14 BELLA COOL ME M 13 KLALLUM CUST CV-09 SOUTH CLASSROOMS BUILDING MULTI- PURPOSE FOYER CV-09 12 LUMMI 11 NOOTKA 10 QUINALT 9 TLINGIT 8 KWAKIUTL ME • . . 1 • KITCHEN DISH TR STOR CUST fo■' • A.".• 7. HAIDA CRESTVIEW •16200 42nd Ave. S. TUKWILA 98188 0.41—Ae7A1 T T K- BUILDING OFFICE BUILDING 14 BELLA COOLA ME M 13 KLALLUM CUST SOUTH CLASSROOMS BUILDING 4 'YAKUTAT • }; ,,.. . • ;�•SAMISH ,.. CHIMACUM ME . NORTH .CLASSROOMS' • BUILDING' '' • • 1'. • HARD . IAGGINGI'' HOMOGENEOUS AREAS: CV -07, 7.01 ' • CRESTVIEW 16200 42nd Ave. S. TUKWILA 981 88 1 2 3 M ME N STOR WR OFFICE FAC IcaNF PRIN 1957 4 k W 5 6 SE 14 ME C M 13 1960 ... MULTI- PURPOSE TO FOYER W 12 11 10 V 'Kt ITCHE, 11111 DISH CUST STOR 1979 • HARD FITTINGS IN F/G N CRESTVIEW 16200 42nd Ave. S. SEATTLE 98188, 243 -4263 SCALE 1' = 40' CV -09 0000'35 \sti-V."*.= 1957 \\y\ ,c1/4 ME 1960 .. • FO'rEP 10 9 8 1979 FLOOR TILE 9x9 ORES T View 16200 420 Ave S SEATTLE 9818E 24:; -42E3 SCALE i' = 40 CV-05' 1 2 S1OR Mf N WR OFFICE rAc rnN' PRIN 1957 4 L W 5 6 ME 14 ME C M 13 1960 ... ////M—ULTI- PURPOSE FOYER 12 11 •- 10 W ImEl T S • KITCHEN -.. DISH TR STOR COST BOILER 1979 CRESTVIEW. 16200 42nd Ave. S. SEATTLE 98188 243 -4263 SCALE 1' = 40' • 0003 14 ME M 13 4 1960 1957 1979 HARD LAGGING CRESiViEl/ 16200 4rM AN,e S. SEATTLE 9E129, 243 -42E3 SCALE r = 40' i CV -07 1 1 1 1 I I 1 t 1 1 1 1 1 1 c � 4 5 6 ME 1979 HARD LAGGING CRESiViEl/ 16200 4rM AN,e S. SEATTLE 9E129, 243 -42E3 SCALE r = 40' i CV -07 1 1 1 1 I I 1 t 1 1 1 1 1 1 1 2 WIN 3 M ME N I JR S TOR OFriCE r eic to% PRIM 1957 4 1 t: 1 ME 5 6 14 ME M 13 - C 1960 MULTI_ PURPOSE • FOYER STO 12 11 10 9 2 s ITCHEN DISH TR GUST BOILER S TOR 1979 1• • • M 7 SHEET VIOL CRESTVIEW 16200 42nd Ave S SEATTLE 98!88 243-4263 SCALE V = 40• • CV-06 14 ME c M 13 1960 MULTI- PURPOSE 4 1 k W 5 6 ME. S ITCHEN • - - • DISH 1R STOR CUST - - 1979 NON - ASBESTOS CRESTVIEW SAMPLE LOCATION 16200 42nd Ave. S. SEATTLE 98188 243-4263 SCALE 1' = 40' • wI 12 11 10 • 9 8 W IMF:i 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX D E-0758 LABORATORY ANALYSIS REPORT FOR SOIL SAMPLES OnSite Environmental Inc, Analytical Testing and Mobile Laboratory Services May 19, 1997 Keith Johnson GEO Group Northwest, Inc. 13240 NE 20th St., Suitel2 Bellevue, WA 98005 Re: Analytical Data for Project E -758 Laboratory Reference No, 9705 -057 Dear Keith. Enclosed are the results of the analyses, and associated quality control data, of samples submitted on May 15, 1997 The standard policy of OnSite Environmental Inc., is to store your samples for 30 days from the date of receipt. If you require longer storage, please contact the laboratory. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the data, or need additional information, please feel free to call me. Sincerely, Andy Bay Project Chemist. Enclosures r r 2 Date of Report: May 19, 1997 Samples Submitted: May 15, 1997 Lab Traveler: 05 -057 Project: E -758 WTPH -D Date Extracted: 5 -15 -97 Date Analyzed: 5 -16 -97 Matrix Soil Units: mg /Kg (ppm) Client ID Lab ID Dilution TPH- Diesel o- Terphenyl Diesel Flags Factor C12 -C24 Surrogate POL Recovery B-1©15' 05-057-02 1.0 ND 74% 27 B -1 @25' 05- 057 -03 1.0 ND 84% 27. 13-2 @15' 05- 057 -04 1.0 ND 75% 26 B -2 @25' 05- 057 -05 1.0 ND 76% 28 IT N IT '1J Date of Report: May 19, 1997 Samples Submitted: May 15, 1997 Lab Traveler: 05-057 Project: E-758 WTPH-D METHOD BLANK QUALITY CONTROL Date Extracted: 5-15-97 Date Analyzed: 5-16-97 Matrix: Units: Lab ID MB0515S1 Soil mg/Kg (ppm) Dilution Factor 1.0 TPH-Diesel C12-C24 ND o-Terphenyl Diesel Surrogate PQL Recovery 93% 25 3 i 1-:, r 1 E i Date of Report: May 19, 1997 Samples Submitted: May 15, 1997 Lab Traveler: 05 -057 Project: E -758 WTPH -D DUPLICATE QUALITY CONTROL Date Extracted: 5 -14 -97 Date Analyzed: 5 -15 -97 Matrix: Soil Units: mg /Kg (ppm) Lab ID Dilution TPH- Diesel o- Terphenyl Diesel Flags Factor C12 -C24 Surrogate PQL Recovery 05- 050 -01 1.0 ND 81% 05- 050 -01 OUP 1.0 ND. 75% RPD NA f Date of Report: May 19, 1997 Samples Submitted: May 15, 1997 Lab Traveler: 05 -057 Project: E -758 Date Analyzed: 5 -15 -97 Client ID B -1 @15' B-1@25' B-2@15' B -2 @25' % MOISTURE Lab ID % Moisture 05- 057 -02 7.0 05- 057 -03 6,0 . 05- 057 -04 5.0 05- 057 -05 10 OnSite .r; Environmental Inc. DATA QUALIFIERS AND ABBREVIATIONS A - Due to high sample concentration, amount spiked insufficient for meaningful MS /MSD data recovery. B - The analyte indicated was also found in the blank sample. C - The duplicate RPD outside control limits due to analyte concentration within five times the quantitation limit. D - Data from 1: dilution. E - Value reported exceeds the quantitation range. Value is an estimate. F - Surrogate recovery data not available due to the high concentration in the sample. G • Insufficient sample quantity for duplicate analysis. J - The value reported was below the practical quantitation limit. The value is an estimate. K - Sample duplicate RPD outside control limited due to sample inhomogeniety. Sample re- extracted and re- analyzed with similar results. L - Quantitated from C7 -C34 as diesel fuel #2. M - Predominantly range hydrocarbons present in the sample. N • Hydrocarbons in the gasoline range (C7- toluene) present in the sample. N1 - Hydrocarbons in the gasoline range (C7- toluene) present in the sample which are elevating the diesel result. Q - Hydrocarbons in the heavy oil range ( >C24) present in the sample. 01 - Hydrocarbons in the heavy oil range ( >C24) present in the sample which are elevating the diesel result. R - Hydrocarbons outside defined gasoline range present in the sample. S • Surrogate recovery data not available due to the necessary dilution of the sample. T - The sample chromatogram is not similar to a typical U - Matrix Spike /Matrix Spike Duplicate RPD outside control limits due to matrix effects. V - Matrix Spike /Matrix Spike Duplicate recoveries outside control limits due to matrix effects. Z - Interferences were present which prevented the quantitation of the analyte below the detection limit reported. ND - Not Detected MRL - Method Reporting Limit PQL - Practical Quantitation 7 a)ntsiov % ‘c V G7CI x MO MO 0) z t0 = 1i. IT IT IT Mr. Keith A. Harris, P.E. Manager, Planning/Construction High line Water District 23828 30''' Avenue South P.O. Box 3867 Kent, Washington 98032 Office File Technical and Quality Review by: William Chang, P.E. Principal • DISTRIBUTION E-0758 , 3 Copies i 1 I PR E April 17th, 1998 PACIFIC RIM ENVIRONMENTAL, INC. Parametrix P.O. Box 460 Sumner, WA 98390 Attn.: Michael 011ivant Subject: Highline Water District Crestview Elementary School 16200 42nd Avenue South Tukwila, WA Mr. 011ivant: FE APR 2 2 1998 Parametnx, inc. File # On April 7th and 9th, 1998, after reviewing the previous asbestos survey performed by Geo Group Northwest, Inc Mr. Michael Piro with Pacific Rim Environmental, Inc. (PRE) conducted a limited inspection of the Crestview Elementary School. PRE's survey was intended to identify PCB - containing material, lead -base paints and any asbestos - containing materials that were not addressed in the Geo Group Northwest report. After meeting with you, Mr. Piro collected samples of brown duct paper, cementitious material in the ducts, chalk boards, mastics, boiler refractory materials, and debris. A total of 16 bulk samples were obtained, The asbestos samples were submitted to our laboratory for analysis by Polarized Light Microscopy. Asbestos concentrations greater than 1% by weight were found in the rope gasket, in the gray roofing mastic, in the tan mastic behind paneling in the foyer, and in the debris on top of awning. Lead chip samples were collected of the brown paint on the metal beams, of the beige paint on stucco, and of the gray paint on stucco. Only one of the paint samples exceeded the HUD lead -based paint guideline of 0.5% lead by weight, This sample was of the brown paint on the metal beams. Three transformers were observed in a small room to the southwest of the kitchen. These transformers had oil staining on the sides and did not have a "Non -PCB" label and are assumed to contain PCBs. Fluorescent Tight ballasts within the facility were also inspected. One - 4' 2 light and 1 ballast light fixture in the foyer was examined. A label stating "Non -PCB" was identified on this 4' light fixture. Therefore; 4' fluorescent light fixtures can be assumed not to contain PCBs. There were a total of four- 8' 2 light and 1 ballast light fixtures observed in the kitchen area. A label stating "Non -PCB" was not identified on these 8' light fixtures and these four light ballasts are assumed to contain PCBs. Data summary and the results of the analysis sheets are enclosed. Should you have any questions or need additional information, please contact me at (206) 244 -8965. Thank you for allowing PRE to be of service. Regards, Michael Piro Project Manager enclosures cc: George Bruce cic; V O 00 CG Project Name: Crestview Elementary School 8 None Detected ro 0 z° None Detected Cementitious material in vent None Detected Light green chaulk board None Detected Gray chaulk board None Detected None Detected iiiiiiii 20 Linear Feet Chrysotile 60 - 65% oq 2 2 5 a a a None Detected None Detected None Detected Light brown door insulation material 800 Square Feet Chrysotile 5 - 7% Chrysotile 3 - 5% Tan mastic behind paneling Chrysotile 60 - 65% Gray debris on top of awning None Detected 2 5 - O E E E E E E E :O Boiler room on back side of boiler O O O O O O O O O O2 E Li' F° 8 • .▪ Nr f+l I" . 0 0 a. 0 00 .H A4 r .0 .a 0 O m 3 0 S h e h n O O O to O 0 Elii El a 3 z Beige paint on stucco South exterior of Room #12 .a-+ N M .3 O O O . c� PR E PACIFIC RIM ENVIRONMENTAL, INC. BULK SAMPLE ANALYSIS REPORT CLIENT: Parametrix, Inc. 5700 Kitsap Way, Suite 202 Bremerton, WA 98312 -2234 Project: Crestview School Highline Water District PRE #: Report #: Report Date: Date Received: Date Analyzed: Page : Analyst: 11480 0498281 04/17/98 04/08/98 04/16/98 1 of 3 Fred Golloway Attached are the results of analysis of 16 bulk samples submitted for asbestos identification, lab ID #0498281 through #0498297. Samples were analyzed in accordance with method EPA - 600 /R- 93/116: "Method for the Determination of Asbestos in Bulk Building Materials ". Each sample was initially examined under a Nikon SMZ - 2T stereoscopic microscope at a magnification of 10X to 50X. Fibrous material was examined for morphology and content. Representative fibers from each sample were immersed in a fluid with a known refractive index. The specimens were examined under polarized light using a Nikon Labophot microscope with a McCrone Dispersion Staining objective under 100X magnification. Optical characteristics of the fibrous material were examined to determine the mineralogy of the fiber. The observed optical characteristics include angles of extinction, sign of elongation and refractive indices. Separate layers of inhomogeneous samples were analyzed and reported separately. Unless otherwise stated, asbestos content was quantified by calibrated visual estimation (CVES). Samples in which asbestos was not observed were reported "none detected ". Test results pertain only to the samples submitted for analysis. This report can not be represented by the client to claim product endorsement by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full without written permission of the laboratory. NVLAP Accredited LAB #101631 -0 Reports reviewed by: AIX Approved Signatory PACIFIC RIM ENVIRONMENTAL, INC. BULK SAMPLE ANALYSIS REPORT CLIENT: Parametrix, Inc. Project: Crestview School Highline Water District PRE #: Report #: Report Date: Date Received: Date Analyzed: Page : Analyst: 11480 0498281 04/17/98 04/08/98 04/16/98 2 of 3 Fred Golloway Client/Lab Number Sample Location and Description Asbestos Type /% Other Material Date Analyzed 11480 -01 Room 8. None detected. Cellulose (75- 80 %)., 04/16/98 0498281 Brown paper with tar paper layer Tar, Binder, Soot. (vent paper). 11480.02 Room 8. None detected. Cellulose (75 -80 %), 04/16/98 0498282 Brown paper with foil layer (vent paper). Foil, Binder, Soot. 11480 -03 Room 8. None detected. Cellulose (3 -5 %), 04/16/98 0498283 Light brown -gray, powdered cement- Tike material. Mineral Aggregate, Binder.. 11480 -04 Room 8. None detected. Cellulose (75 -80 %), 04/16/98 0498284 Blue -gray, brittle "chalk board" material with brown, fibrous material. Binder, Mineral Aggregate. 11480.05 Room 7. None detected. Cellulose (65 -70 %), 04/16/98 0498285 Gray, brittle "chalk board" material with brown, fibrous material. Binder, Mineral Aggregate. 11480.06 Room 12. None detected. Cellulose (65 -70 %), 04/16/98 0498286 Brown, brittle "chalkboard" material on brown press board. Binder, Mineral Aggregate. 11480.07 Room 11. None detected. Cellulose (<1%), 04/16/98 0498287 Brown, brittle mastic with light green paint and white, chalky material on cork board. Cork, Paint, Adhesive, Binder. 11480 -08 Outside office, Room 25. None detected. Cellulose (<1%), 04/16/98 0498288 Black, brittle mastic material. Mineral Aggregate, Binder. 11480 -09 Boiler (water). Chrysotile 60 -65% Cellulose (15 -20 %), 04/16/98 0498289 White paper gasket material. Binder. r r r • PACIFIC RIM ENVIRONMENTAL, INC. BULK SAMPLE ANALYSIS REPORT CLIENT: Parametrix, Inc. Project: Crestview School Highline Water District PRE #: Report #: Report Date: Date Received: Date Analyzed: Page : Analyst: 11480 0498281 04/17/98 04/08/98 04/16/98 3 of 3 Fred Golloway Client/Lab Number Sample Location and Description Asbestos Type /% Other Material Date Analyzed 11480 -10 Boiler, top front door. None Detected. Cellulose (<1%), 04/16/98 0498290 Light brown, crumbled refractory-like material. Animal Hair ( <1 %), Mineral Aggregate, Binder. 11480 -11 Boiler. None Detected. Cellulose ( <1 %), 04/16/98 0498292 Light brown and gray, brittle refractory material. Mineral Aggregate, Binder. 11480 -12 Boiler room, back of boiler. None Detected. Perlite, Mineral 04/16/98 0498293 Brown, brick -like "insulation" material. Aggregate, Binder. 11480 -13 Roof. Chrysotile 5 -7% Fiberglass (3 -5 %), 04/16/98 0498294 Black tar mastic with gray surface hue. Tar, Mineral Aggregate. 11480.14 Foyer, behind wood. Chrysotile 3 -5% Mineral Aggregate, 04/16/98 0498295 Green -brown ("tan ") brittle mastic. Adhesive. 11480.15 Awning, top section. Chrysotile 60 -65% Cellulose (15 -20 %), 04/16/98 0498296 Gray, fibrous debris material. Moss. 11480.16 Ground. None detected. Cellulose (<1%), 04/16/98 0498297 White, crumbled debris material. Binder, Moss. ELECTRON MICROSCOPY SERVICES LABORATORIES, INC. 1001 SW Klickitat Way, Suite 107, Seattle, WA 98134 - Tel (206) 233 -9007 - Fax 233 -9011 Monday, April 13, 1998 Pacific Rim Environmental, Inc. 6510 Southcenter Blvd. Tukwila, WA 98188 • Billing Number: SE981044 ATOMIC ABSORPTION SPECTROPHOTOMETRIC ANALYSIS LEAD IN BULK PAINT SAMPLES METHOD: SW 846 -7420 PROJECT: 11480 EMSL # SAMPLE # RESULTS ( %wt ) 72926 11480-01L 3.019 72927 11480 -02L 0.059 72928 11480 -03L 0.074 gerald Laboratory Manager Page 1of 1; NORTH BLDG, 1 3 r" 7 8 REMOVE FIRE DOOR SOUTH BLDG, 29 30 31 32 10 12 OFFICE BLDG. 13 1916 20 23 25 17 21 24 • REMOVE PANELING MASTIC CORRUGATED CEMENT ASBESTOS BOARD PANELS ON VALKVAYS AND SUNSHADES G DOOR KICK PANELS F5 F..] FLEXIBLE DUCT CONNECTORS 9' X 9' VINYL ASBESTOS TILE V/ BLACK MASTIC 9' X 9' VINYL ASBESTOS TILE V/ SLACK MASTIC UNDER CARPET SHEET VINYL FLOORING V/ ILACK MASTIC MOM VINDOV PUTTY /GLAZING COMPOUND 33 C 34 0 35 36 oor 42 OM FOYER AREA 43 MULTI - PURPOSE 44 LT U 37 38� 56 54 51 R 39 40 11 11 41 45 46 49 50 ABATEMENT FLOOR PLAN 1/32' =1'-0' KIr �PACIl+IC RIM ENV r K ASNFSTOS ARAM NORTH BLDG, 1 3 F. 7 8 TRANSFORMER ROOM BOILER SOUTH BLDG, HW TANK 29 30 10 11 12 OFFICE BLDG. 13 116 20 23 25 17 21 24 KEY CORRUGATED CEMENT ASBESTOS BOARD PANELS ON WALKWAYS AND SUNSHADES © DOOR KICK PANELS r 17 A FLEXIBLE DUCT CONNECTORS 9' X 9' VINYL ASBESTOS TILE V/ BLACK MASTIC 9' X 9' VINYL ASBESTOS TILE W BLACK MASTIC UNDER CARPET SHEET VINYL FLOORING W BLACK MASTIC •11a11i VINDOV PUTTY /GLAZING COIPOUND 31 32 33 0 34 42 35 43 MULTI - PURPOSE 44 56 54 3 36 u u 37 u 39 40 41 45 46 49 51 I 50 ABATEMENT MECHANICAL PLAN 1/32' =1' -0' KIND PACIFIC RIM BNYIRI R ACRFSTOS ARATFWF 12 17 KEY CORRUGATED CEMENT ASBESTOS BOARD PANELS ON WALKWAYS AND SUNSHADES C3 DOOR KICK PANELS FLEXIBLE DUCT CONNECTORS 9' X 9' VINYL ASBESTOS TILE W/ BLACK MASTIC 9' X 9' VINYL ASBESTOS TILE V/ BLACK MASTIC UNDER CARPET SHEET VINYL FLOORING V/ BLACK MASTIC ■II11U■ VINDOV PUTTY /GLAZING COMPOUND MULTI - PURPOSE 45 46 49 56 r r 1■••r� 54 3 51 I 50 57 KINDERGARTEN BLDG. NOTE! REFER TO ORIGINAL MECHANICAL DRAWINGS FOR LOCATION OF PIPING SYSTEMS, INCLUDING BURIED PIPE FlOPACIFIC RIM ENVIRONMENTAL, INC. ASBESTOS ABATEMENT MECH. PLAN CRESTVIEW ELEMENTARY 16200 42ND AVENUE SOUTH TUI(WII A_ WASHINGTON 98188 NORTH BLDG. 1 r 7 8 SOUTH BLDG. 29 30 10 11 12 OFFICE BLDG. 13 1516 20 23 25 17 2 21 24 CORRUGATED CEMENT ASBESTOS BOARD PANELS ON WALKWAYS AND SUNSHADES © DOOR KICK PANELS A FLEXIBLE DUCT CONNECTORS 9' X 9' VINYL ASBESTOS TILE W/ BLACK MASTIC 9' X 9' VINYL ASBESTOS TILE V/ BLACK MASTIC UNDER CARPET SHEET VINYL FLOORING V/ BLACK MASTIC ■I1•11u WINDOW PUTTY /GLAZING COMPOUND 31 32 33 1 O 35 4 r r 42 36 37 43 44 MULTI - PURPOSE 39 40 41 45 46 49 56 54 51 50 KIND NORTH ABATEMENT ROOF PLAN PACIFIC RIM ENVIR ASBESTOS ABATEME Y CORRUGATED CEMENT ASBESTOS BOARD PANELS ON VAUCVAYS AND SUNSHADES LO DOOR KICK PANELS FLEXIBLE DUCT CONNECTORS 9' X 9' VINYL ASBESTOS TILE V/ BLACK MASTIC 9' X 9' VINYL ASBESTOS TILE V/ BLACK MASTIC UNDER CARPET SHEET VINYL FLOORING V/ BLACK MASTIC UII1•II■ VINDOV PUTTY /GLAZING COMPOUND 57 KINDERGARTEN BLDG. RiPAASCBIFESICTORIMS BNVIRONlI@fl'AL, INC. CRESTVIEW ELEMENTARY ABATEMENT ROOF PLAN TUKWI�l.A4 WASHINGTON 98188 SECTION 01010 SUMMARY OF WORK PART 1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work to be performed will be performed as a subcontract to a General /Demolition Contractor. The entire structure is scheduled for demolition for the construction of a new subterranean water tank. The Owner will remove or salvage all equipment and moveable objects from the work area(s) prior to the start of work. All items that remaining at the time of the walk- through will become the Contractor's responsibility. The project consists of four (4) separate buildings; North Building, South Building with a Multi- Purpose Room, Office Building and a Kindergarten Building. The work comprises of the following: 1. Hard Asbestos Containing Pipe Lagging 400 LF - Rooms 1,7,8,1 0,11,12 & East end of North Walkway. Located on overhead pipe runs. 20 LF - Room 44. "Aircell" insulation. 2. Hard Asbestos Containing Pipe Fittings 18 EA - Rooms 7,8,10,11,12 & outside Rooms 8,27. Located on overhead pipe runs. Potential of 50 EA - Rooms 10, 34, 39, 46, 50. Generally located within walls adjacent to Boy's Toilet Room 9. 12 EA - South Building. Located on fiberglass pipe runs. 4 EA - Room 44. Located on "Aircell" pipe run. 3. Hard Asbestos Containing Pipe Sleeves 6 EA - Rooms 36,49,51. Passing through walls above doorways. Located on overhead pipe runs. 4. Flexible Duct Connectors 4 EA - Rooms 2,14,38,55. Located on overhead duct runs. 5. Boiler Room #34 - South Building 20 LF - Rope Gasket 75 SF - Hot Water Tank Lagging 6 LF - Hard Pipe Lagging 62 EA - Hard Pipe Fittings 1 EA - Fire Door 12 EA - Boiler Gaskets 6. Sheet Vinyl Flooring w/ Mastic 300 SF - Rooms 1,7,8,11,39, 57. mainmast 111111A 1512G11141.4•11 7. 9" X 9" Vinyl Asbestos Floor Tile w/ Asbestos - Containing Mastic 21,000 SF - All buildings. 1,200 SF is located under carpet in Rooms 39,40,41,42. 8. Corrugated Cement Asbestos Board 8,250 SF - Located on exterior walkways and building sunshades. 9. Door Kick Panels 23 EA - 30" X 24 ". Located in North, South and Office buildings. 10. Sinks w/ Black Undercoating 14 EA - All classrooms. Located in Rooms 1, 7, 8, 10, 11, 12, 36, 39, 40, 41, 45, 46, 50, 56. 11. Window Putty /Glazing Compound 8,000 LF - All buildings. 12. Paneling Mastic 600 SF - Located in Foyer between South Building and Multi- Purpose Room. 13. Miscellaneous Debris 10 SF - Located on top of awning at Main Entry. 14. Roofing Mastic 800 SF - Gray mastic located on all roofs. C. Should quantities shown above vary by more than +1- 10 %, the contract will be adjusted by the unit price as listed on the schedule of values for "Removal and Disposal of Asbestos. ". D. All removal within Boiler Room is to be done within a full negative pressure enclosure under Type "C" respiratory protection. E. All CAB, vinyl floor tile, sheet vinyl flooring, door kick panels, sinks, window putty, paneling mastic, miscellaneous debris, roofing, and pipe fitting (glovebag) removal work will be done within a regulated area utilizing the proper respiratory protection. During any work that is completed utilizing ladders and/or scaffolding, a site specific fall protection program required. 1.03 SUBMITTALS /SCHEDULES A. All Abatement Contractors submitting bids must provide with their bids the following submittals to be considered for this project. 1. Provide a list 5 similar projects of equal or greater value perform within the last three (3) years. 2. Provide a list of any citations received by regulatory agencies within the last three (3) years, including the type of citation, location of project and current status. 3. Provide a resume of the Certified Asbestos Supervisor to be proposed for the project, including a list of similar projects he /she has worked on within the last two (2) years. 4. Provide proof of insurance for coverage as requested in 1.08 of this Section. 5. Provide a detailed schedule of the work reflecting the most efficient time frame in which the work could be completed and the manpower necessary to meet this proposed schedule. 1.04 NOTIFICATIONS A. The successful Contractor will be required to file and pay for all required notifications to Puget Sound Air Pollution Control Agency (PSAPCA) and Washington State Department of Labor and Industries (L &1). The cost of notifications will be included in the lump sum bid amount and a copy of the required notices for asbestos removal and demolition shall be provided to the Owner. The notices must submitted as soon as a notice of intent to award is received by the successful Contractor. 1.05 MISCELLANEOUS A. All work must be performed following the most recent regulations of applicable regulatory agencies having jurisdiction over this project. B. All required compliance air monitoring will be performed by the Consultant, excluding personnel samples. Cost of the air monitoring will be incurred by the building owner. However, costs for personnel air sampling and the re- sampling of failed clearances will be borne by the Abatement Contractor. C. The Contractor is responsible for water and electrical connections. Existing water and electrical systems may be used but shall be coordinated with the Owner. D. The work area containments must pass visual inspections prior to final clearance samples being taken. All containment's will have clearance samples pulled by the consultant prior to take down. Clearance samples will have a minimum of 1200 liters pulled at 10 liters per minute with an approximate duration of 120 minutes. Clearance levels will be 0.01 f /cc or below. See Section 01714 for specific clearance sequence. E. If the Contractor does not meet the completion dates specified, liquidated damages in the amount of $750 per day will be deducted from the contract for each day the work is not completed. F. Contractors are responsible for verifying all quantities. Any variances from the approximated quantities within +/- 10% are the responsibility of the Contractor and shall not be justification for a contract price increase. 1.07 SPECIAL INSTRUCTIONS A. Sealed bids for completing the contract as described in these Contract Documents must be received by Owner on or before bid due date. 09/04/98 01010 PREM11480 B. Bids must include the following to be considered: 1. All items requested in 1.03. 2. Contractor's License. 1.08 ASBESTOS CONTRACTORS INSURANCE REQUIREMENTS A. General Liability: Throughout the period when work is performed and until its final acceptance by the Owner, the Contractor shall carry and maintain general liability insurance with limits of not less than those identified below for bodily injury including death, personal injury and property damage. Such insurance shall be on a form acceptable to the Owner and shall contain coverage for all premises and operations, broad for property damage, contractual liability (including, without limitation, that specifically assumed herein), products and completed operations coverage for a minimum of 12 months after final acceptance of the work by Owner, and an the following acceptable cross liability clause: Such insurance shall not exclude pollution related to the handling or removal of asbestos, explosion collapse, underground excavation, or lateral support. Any policy which provides the insurance required shall name the Owner as additional insured, without qualification, limitation or reservation and shall contain a waiver of rights of subrogation against the Owner. B. Form: Occurrence (with no sunset provision). On -shore carriers with a minimum Best rating of A +7. C. Limits: $1,000,000 Per Occurrence $1,000,000 Products & Completed Operations Aggregate $2,000,000 General Aggregate D. Automobile Liability: If licensed vehicles will be used in connection with the performance of the work, Contractor shall carry and maintain, and shall ensure that any subcontractor who uses a licensed vehicle in connection with the performance of the work carries and maintains, throughout the periods when work is performed and until final acceptance by the Owner, automobile liability insurance covering all vehicles, whether owned, hired, rented, borrowed or otherwise, with limits of liability of not less than one million dollars ($1,000,000) per occurrence combined, single limit for bodily injury and property damage. Any vehicle hauling asbestos material shall provide proof of the MCS 90 form and coverage for sudden and accidental pollution. Any policy which provides the insurance required shall name the Owner as additional insured, without qualification, limitation or reservation and shall contain a waiver of rights of subrogation against the Owner. E. Workman's Compensation: Statutory. F. Certificates of Insurance: Prior to commencement of the work, Contractor shall provide to owner for review and approval, reflecting full compliance with the requirements set forth in the preceding sections relating to general liability, automobile liability and workers' compensation. Such certificates shall be kept current and in compliance throughout the period when work is being performed and until its acceptance by the Owner (and for 12 months thereafter for products and completed operations liability), and shall provide for 30 days advance written notification to Owner in the event of cancellation, non - renewal, or material change. Each certificate shall state the specific project for which it is provided. G. Self-Assumption: Any deductibles and exclusions in coverage in the policies required under this contract, will be assumed by, for the account of, and at the sole risk of Contractor or the subcontractor who provides the insurance. H. Insured: Contractor shall name the Highline Water District its successors and assigneds as additional insured. PART 2- PRODUCTS Not Used PART 3- EXECUTION Not Used END OF SECTION 01010 SECTION 01041 PROJECT COORDINATION PART1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to the work of this section. 1.02 DESCRIPTION OF WORK A. This section sets forth the minimum administrative and supervisory requirements necessary for coordination and scheduling of the work. Contractor to coordinate and schedule all phases of the work of the Contract Documents with the Owner, Owner's Consultant, material suppliers, other contractors and other parties necessary to insure the smooth and orderly transition of separate phase, timely placement of items and materials, complete cooperation between parties and proper execution of the work. 1.03 ADMINISTRATIVE AND SUPERVISORY PERSONNEL: A. Asbestos Supervisor: Provide a full -time Asbestos Supervisor who has a minimum two years experience in administration and supervision of asbestos abatement projects including work practices, protective measures for building and personnel, disposal procedures, etc. This person must have successfully completed a State of Washington asbestos supervisor course as required by WAC 296 -65 -012 or meet the requirements of WAC 296 -65 -010, and must have a current card certifying as such. This individual is the representative of the Contractor and is responsible for compliance with all applicable federal, state and local regulations, particularly those relating to asbestos - containing materials. 1.04 SPECIAL REPORTS A. General: Except as otherwise indicated, submit special reports directly to the Owner's Project Manager and Consultant, immediately upon any occurrence requiring a special report. B. Reporting Unusual Events: When an event of unusual and significant nature occurs at the site (examples: failure of negative pressure system, rupture of temporary enclosures), prepare and submit a special report listing chain of events, persons participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. When such events are known or predictable in advance, advise Owner in advance at earliest possible date. C. Reporting Accidents: Prepare and submit reports of significant accidents, at site and anywhere else work is in progress. Record and document data and actions; comply with industry standards. For this purpose, a significant accident is defined to include events where personal injury is sustained, or property loss of substance is sustained, or where the event posed a significant threat of loss or personal injury. Advise Pacific Rim Environmental, Inc. Representative immediately upon occurrence. 04/24/98 01041 -1 PRE# 11480 1.05 CONTINGENCY PLAN A. Contingency Plan: Prepare a contingency plan for emergencies including fire, accident, power failure, negative air system failure, supplied air system failure, or any other event that may require modification or abridgment of decontamination or work area Isolation procedures. Include in plan specific procedures for decontamination or work area isolation. Note that nothing in this specification should impede safe exiting or providing of adequate medical attention in the event of an emergency. B. Post plan in clean room of personnel Decontamination or changing area post telephone numbers and locations of emergency services including but not limited to fire, ambulance, doctor, hospital, police, power company, telephone company. PART 2- PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01041 SECTION 01091 DEFINITIONS AND STANDARDS PART1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections, apply to work of this section. 1.02 SUMMARY OF REQUIREMENTS A. General Explanation: A substantial amount of specification language constitutes definitions for terms found in other contract documents, including the drawings. (Drawings must be recognized as diagrammatic in nature and not completely descriptive of the requirements indicated thereon.) Certain terms used in contract documents are defined in this article. Definitions and explanations of this section area not necessarily either complete nor exclusive, but are general for the work to the extent they are not stated more explicitly in another element of contract documents. B. General Requirements: The provisions or requirements of Division 1 sections apply to entire work of Contract and, where so indicated, to other elements which are included In project. 1.03 DEFINITIONS A. Approve: Where used in conjunction with Consultant's response to submittals, requests, applications, inquiries, reports and claims by Contractor, the meaning of term "approved" will be held to limitations of Consultant's responsibilities and duties as specified in General and Supplementary Conditions. In no case will "approval" by Consultant be interpreted as a release of Contractor from responsibilities to fulfill requirements of contract documents. B. Directed, Requested, etc.: Where not otherwise explained, terms such as "directed ", "requested ", "authorized ", "selected ", "approved ", "required" and "permitted" mean "directed by Consultant ", "requested by Consultant" and similar phrases. However, no such implied meaning will be interpreted to extend Consultant's responsibility into Contractor's responsibility for construction supervision. C. Furnish: Except as otherwise defined in greater detail, the term "furnish" is used to mean supply and deliver to project site, ready for unloading, unpacking, assembly, installation, etc., as applicable in each instance. D. Indicated: The term "Indicated" is a cross - reference to graphic representations, notes or schedules on drawings, to other paragraphs or schedules in the specifications, and to similar means of recording requirements in contract documents. Where terms such as "shown," "noted," "scheduled," and "specified" are used in lieu of "indicated," it is for purpose of helping reader locate cross - reference, and no limitation of location is intended expect as specifically noted. 04124188 01091 -1 PRE', 11480 E. Project Site: The term "project site" is defined as the space available to Contractor for performance of the work, either exclusively or in conjunction with others performing other work as part of the project. F. Furnish: Except as otherwise defined in greater detail, term "furnish" is used to mean supply and deliver to project site, ready for unloading, unpacking, assemble, installation, etc., as applicable in each instance. G. Install: Except as otherwise defined in greater detail, term "install" is used to describe operations at project site including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing protecting, cleaning and similar operations, as applicable in each instance. H. Installer: The term "installer" is defined as the entity (person or firm) engaged by Contractor, or its subcontractor or sub - subcontractor for performance of a particular unit of work at project site, including installation, erection, application and similar required operations. It is a general requirement that such entities (Installers) be expert in operations they are engaged to perform. Provide: Except as otherwise defined in greater detail, term "provide" means furnish and install, complete and ready for intended use, as applicable in each instance. J. Testing Laboratory: The term "testing laboratory" is defined as an independent entity engaged to perform specific inspections or tests of the work, either at project site or elsewhere; and to report and (if required) interpret results of those inspections or tests. K. Owner's Representative: The Owner's Representative will represent the Owner during construction and until final payment is due. The Owner's instructions to the Contractor shall be forwarded through the Consultant. L. Project Consultant: is the entity described as the Architect or Designer. The Project Consultant is a full -time representative of the Owner at the project site with authority to stop the work upon verbal order if requirements of the contract documents are not met, or if in the sole judgment of the Project Consultant, or Owner, the interests of the Owner, safety of any person or the Owner's property are jeopardized by the work. M. Asbestos Supervisor: is the Contractor's representative at the work site. This person must be a certified by the State of Washington as Asbestos Supervisor there by meeting the requirements of WAC 296 -65 -010, WAC 296 -65 -012, WAC 296 -65 -030. 1.04 DEFINITIONS RELATIVE TO ASBESTOS ABATEMENT: A. Aerosol: A system consisting of particles, solid or liquid, suspended in air. B. Air Cell: Insulation normally used on pipes and duct work that is comprised of corrugated cardboard which is frequently comprised of asbestos combined with cellulose or refractory binders. C. Air Monitoring: The process of measuring the fiber content of a specific volume of air. D. Amended Water: Water to which a surfactant has been added. 11hI2LI9 01091.2 MEN 111Se IT E. Asbestos: The asbestiform varieties of serpentine (chrysotile), amosite, riebeckite (crocidolite), cummingtonite - grunerite, anthophyllite, and actinolite - tremolite. For purposes of determining respiratory and worker protection both the asbestiform and non - asbestiform varieties of the above minerals and any of these materials that have been chemically treated and /or altered shall be considered as asbestos. F. Asbestos - Containing Material (ACM): Any material containing more than 1% asbestos of any type or mixture of types. G. Asbestos - Containing Waste Material: Any material which is or is suspected of being or any material contaminated with an asbestos - containing material which is to be removed from a work area for disposal. H. Authorized Visitor: The Owner, the Owner's Consultant, testing lab personnel, the Architect/Designer or a representative of any federal, state and local regulatory or other agency having authority over the project. I. Barrier: Any surface that seals off the work area to inhibit the movement of fibers. J. Breathing Zone: A hemisphere forward of the shoulders with a radius of approximately 6 to 9 inches. K. Certified Industrial Hygienist (CIH): An industrial hygienist certified in Comprehensive Practice by the American Board of Industrial Hygiene, L. Demolition: The wrecking or taking out of any building component, system, finish or assembly of a facility together with any related handling operations. M. Disposal Bag: 6 mil thick leak -tight plastic bags used for transporting asbestos waste from work and to disposal site. Each is labeled as follows: DANGER CONTAINS ASBESTOS FIBERS AVOID CREATING DUST CANCER AND LUNG DISEASE HAZARD AVOID BREATHING AIRBORNE ASBESTOS FIBERS and as required by applicable law. N. Encapsulant: A material that surrounds or embeds asbestos fibers in an adhesive matrix, to prevent release of fibers. O. Bridging Encapsulant: An encapsulant that forms a discrete layer on the surface of an In situ asbestos matrix. P. Penetrating Encapsulant: An encapsulant that is absorbed by the in situ asbestos matrix without leaving a discrete surface layer. Q. Removal Encapsulant: A penetrating encapsulant specifically designed for removal of asbestos - containing materials rather than for in situ encapsulation. 04/24/98 01091 -2 PRE# 11480 R. Encapsulation: Treatment of asbestos - containing materials, with encapsulant. S. Enclosure: The construction of an air - tight, impermeable, permanent barrier around asbestos - containing material to control the release of asbestos fibers into the air. T. Filter: A media component used in respirators to remove solid or liquid particles from the inspired air. Also sampling cassette. U. Fitting: With regard to pipe insulation, fitting is defined to be any elbow, offset, reducer, valve, union, tee, thermometer, etc., insulated with a different material from the adjacent straight run of pipe. V. Friable Asbestos Material: Material that contains more than 1% asbestos, and that can be crumbled, pulverized, or reduced to powder by hand pressure when dry. W. Glovebag: A sack (typically constructed of 6 mil transparent polyethylene or poly vinyl chloride plastic) with two inward projecting long sleeve gloves, which are designed to enclose an object from which an asbestos - containing material is to be removed. X. HEPA Filter: A High Efficiency Particulate Absolute (HEPA) filter capable of trapping and retaining 99.97% of asbestos fibers greater than 0.3 microns in length. Z. HEPA Filter Vacuum Collection Equipment (or vacuum cleaner): High efficiency particulate air (absolute) filtered vacuum collection equipment with a filter system capable of collecting and retaining asbestos fibers. Filters should be of 99.97% efficiency for retaining fibers of 0.3 microns or larger. AA. High - Efficiency Filter: A filter which removes from air 99.97 or more of monodisperse dioctyl phthalate (DOP) particles having a mean particle diameter of 0.3 micrometer. BB. Negative Pressure Respirator: A respirator in which the air pressure inside the respiratory-inlet covering is positive during exhalation in relation to the air pressure of the outside atmosphere and negative during inhalation in relation to the air pressure of the outside atmosphere. CC, Negative Pressure Ventilation System: A local exhaust system, utilizing HEPA filtration capable of maintaining a negative pressure inside the work area and a constant air flow from adjacent areas into the work area and exhausting that air outside the work area. DD. Negative Pressure: Air pressure lower than surrounding areas, generally caused by exhausting air from a sealed space (work area). EE. Personal Monitoring: Sampling of the asbestos fiber concentrations within the breathing zone of an employee. FF. Protection Factor: The ratio of the ambient concentration of an airborne substance to the concentration of the substance inside the respirator at the breathing zone of the wearer. The protection factor is a measure of the degree of protection provided by a respirator to the wearer. fl119L /QQ Aron, _L GG. Respirator: A device designed to protect the wearer from the inhalation of harmful atmospheres. HH. Surfactant: A chemical wetting agent added to water to improve penetration, thus reducing the quantity of water required for a given operation or area. II. Time Weighted Average (TWA): The average concentration of a contaminant in air during a specific time period. JJ. Visible Emissions: Any emissions containing particulate asbestos material that are visually detectable without the aid of instruments. This does not include condensed un- combined water vapor. KK. Wet Cleaning: The process of eliminating asbestos contamination from building surfaces and objects by using cloths, mops, or other cleaning utensils which have been dampened with amended water or diluted removal encapsulant and afterwards thoroughly decontaminated or disposed of as asbestos contaminated waste. LL. Work Area: The area where asbestos related work or removal operations are performed which is defined and /or isolated to prevent the spread of asbestos dust, fibers or debris, and entry by unauthorized personnel. Work area is a Regulated Area as defined by 29 CFR 1926 1.05 INDUSTRY STANDARDS A. General Applicability of Standards: Except to the extent that more explicit or more stringent requirements are written directly into the contract documents, applicable standards of the construction industry have the same force and effect (and are made a part of contract documents by reference) as if copied directly into contract documents, or as if published copies were bound herewith. Refer to the other contract documents for resolution of overlapping and conflicting requirements which result from the application of several different industry standards to the same unit of work. Refer to individual unit of work sections for indications of which specialized codes and standard the Contractor must keep at the project site, available for reference. 1. Referenced standards (referenced directly in contract documents or by governing regulations) have precedence over non - referenced standards which are recognized in industry for applicability to work. 2. Non - referenced standards are hereby defined to have no particular applicability to the work, except as general requirements of whether the work complies with standards recognized in the construction industry. B. Publication Dates: Except as otherwise indicated, where compliance with an industry standard is required, comply with standard in effect as of date of contract documents. C. Updated Standards: At the request of the Owner's Consultant, submit a change order proposal where an applicable industry code or standard has been revised and reissued after date of the contract documents and before the performance of the work affected. The Owner's Consultant will decide whether to issue the change order to proceed with the updated standard. 04124/88 01081.5 PREP 11480 D. Copies of Standards: The contract documents require that each entity performing work be experienced in that part of the work being performed. Each entity is also required to be familiar with recognized industry standards applicable to that part of the work. Copies of applicable standards are not bound with the contract documents. E. Where copies of standards are needed for proper performance of the work, the Contractor is required to obtain such copies directly from the publication source. F. Although certain copies of standards needed for enforcement of the requirements may be required submittals, the Owner's Consultant reserves the right to require the Contractor to submit additional copies of these standards as necessary for enforcement of the requirements. G. Abbreviations and Names: Where acronyms or abbreviations are used but not identified in specifications or other contract documents they are defined to mean the industry recognized name of trade association, standards generating organization, governing authority or other entity applicable to context of text provision. Refer to "Encyclopedia of Associations," published by Gale Research Co., available in large libraries. H. Standards which govern asbestos abatement work or hauling and disposal of asbestos waste materials include, but are not limited to the following: 1. American National Standards Institute (ANSI) a. Fundamentals Governing the Design and Operation of Local Exhaust Systems Publication Z9.2 -79 b. Practices for Respiratory Protection Publication Z88,2 -80 2. American Society for Testing and Materials (ASTM) a. Specification for Encapsulants for Friable Asbestos - Containing Building Materials, Proposal P -189 b. Safety and Health Requirements Relating to Occupational Exposure to Asbestos, E 849 -82 1. National Institute of Occupational Safety and Health (NIOSH) a. "A Guide to Respiratory Protection for the Asbestos Abatement Industry", EPA 560 - OPTS -86 -001 1.06 ABBREVIATIONS AND NAMES A. Trade association names and titles of general standards are frequently abbreviated. The following acronyms or abbreviations as referenced in contract documents are defined to mean the associated names. Both names and addresses are subject to change and are believed to be accurate and up-to -date as of the date of contract documents. 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 AIA AIHA ANSI American Institute of Architects 1735 New York Ave. NW; Washington, DC 20006 202/626 -7474 American Industrial Hygiene Association 475 Wolf Ledges Parkway; Akron, OH 44311 216/762 -7294 American National Standards Institute 1430 Broadway; New York, NY 10018 212/354 -3300 ASHRAE American Society for Heating, Refrigerating, Air Conditioning Engineers 1791 Tullie Circle NE: Atlanta, GA 30329 404/636 -8400 ASTM CFR CGA CS EPA American Society for Testing and Materials 1916 Race St.; Philadelphia, PA 19103 215/229 -5400 Code of Federal Regulations Available from Government Printing Office; Washington, DC 20402 (usually first published in Federal Register) Compressed Gas Association 1235 Jefferson Davis Highway; Arlington, VA 22202 703/979 -0900 Commercial Standard of NBS (US Dept. of Commerce); Government Printing Office Washington, DC 20402 Environmental Protection Agency 401 M St., SW; Washington, DC 20460 202/382 -3949 FM Factory Mutual Research Corporation 1151 Boston Providence Turnpike; Norwood, MA 02062 FS Federal Specification (General Services Adm.) Obtain from your Regional GSA Office, or purchase from GSA Specifications Unit (WFSIS); 7th and D Streets, SW Washington, DC 20406 202/472 -2205 or 2140 GA Gypsum Association 1603 Orrinton Ave.; Evanston; IL 60201 312/491 -1744 04124/98 01091 - 7 PREP 11480 GSA L &I MIL General Services Administration F St. and 18th St., NW; Washington, DC 20405 202/655 -4000 Dept. of Labor and Industries Div. of Industrial Safety and Health Industrial Hygiene Section 300 West Harrison, Seattle, WA 98119 206/281 -5470 Military Standardization Documents (.S. Dept. of Defense) Naval Publications and Forms Center 5801 Tabor Ave.; Philadelphia, PA 19120 MSHA Mine Safety and Health Administration NEC National Electrical Code (by NFPA) NEMA National Electrical Manufacturers' Association NFPA National Fire Protection Association Batterymarch Park, Quincy, MA 02269 617 -770 -3000 NIOSH National Institute of Occupational Safety and Health US Dept. of Commerce Gaithersburg, MD 20234 301/921-1000 OSHA Occupational Safety & Health Administration (US Dept. of Labor) Government Printing Office; Washington, DC 20402 PS Product Standard of NBS (US Dept. of Commerce) Government Printing Office; Washington, DC 20402 PSAPCA Puget Sound Air Pollution Control Agency 110 Union Street, Suite. 500, Seattle, WA 98101 206/343 -8800 UL Underwriters Laboratories 333 Pfingsten Rd.; Northbrook, IL 60062 312/272 -8800 WAC Washington Administrative Code WISHA Washington Industrial Safety and Health Act 04/24/98 01091 -8 PREif PART 2 - PRODUCTS Nor Used PART 3 - EXECUTION Not Used 04/34/99. END OF SECTION 01091 1 SECTION 01092 REGULATORY REQUIREMENTS PART 1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to the work of this section. 1.02 DESCRIPTION OF THE WORK A. This section sets forth governmental regulations which are included and incorporated herein by reference and made part of the specification. This section also sets forth those notices and permits which are known to the Owner and which either must be applied for and received, or which must be given to governmental agencies before the start of Work. B. Requirements included adherence to work practices and procedures set forth in applicable codes and regulations. C. Requirements included obtaining permits, licenses, inspections, releases and similar documentation, as well as payments, statements and similar requirements associated with codes and regulations. D. Contractor is responsible for notifying the State of Washington Department of Labor & Industries and Puget Sound Air Pollution Control Authority (PSAPCA). 1.03 CODES AND REGULATIONS: A. General Applicability of Codes, Regulations, and Standards: Except to the extent that more explicit or more stringent requirements are written directly into the contract documents, all applicable codes, regulations, and standards have the same force and effect (and are made a part of the contract documents by reference) as if copied directly into the contract documents, or as if published copies are bound herewith. B. Contractor Responsibility: The Contractor shall assume full responsibility and liability for the compliance with all applicable Federal, State, and local regulations pertaining to work practices, hauling, disposal, and protection of workers, visitors to the site, and persons occupying areas adjacent to the site. The Contractor is responsible for providing medical examinations and maintaining medical records of personnel as required by the applicable Federal, State, and local regulations. The Contractor shall hold the Owner and Owner's representative harmless for failure to comply with any applicable work, hauling, disposal, safety, health or other regulation on the part of himself, his employees, or his subcontractors. C. Federal Requirements: Those requirements which govern asbestos abatement work, hauling and disposal of asbestos waste materials include, but are not limited to the following: 1. U.S. Environmental Protection Agency (EPA): Including, but not limited to: 04124198 01092 -1 PRE #11480 a. Asbestos Abatement Projects Rules 40 CFR 762 CPTS 62044, FRL 2843 -9 Federal Register, Vol. 50, No 134, July 12, 1985 P28530 -28540 b. National Emissions Standard for Asbestos (NESHAPS) 40 CFR 61, Sub -parts A and M (revised Sub -part B) c. EPA Guidance Documents "Guidance for Controlling Asbestos - Containing Materials in Buildings ", EPA 560/5 -85 -024 "Asbestos- Containing Materials in School Buildings ", Parts 1 and 2, EPA C00090, 3 -79, Parts 1 and 2 "Managing Asbestos in Place" EPA 20T -20003 d. "Asbestos Containing Materials in Schools ", Final Rule and Notice Section 203 of Title II of Toxic Substances Control Act (TSCA), 40 CFR Part 763 2. U.S. Department of Labor, Occupational Safety and Health Administration, (OSHA): Including, but not limited to:. a. General Industry Regulations 29 CFR 1910 b. Construction Industry Regulations 29 CFR 1926 c. Asbestos Regulations 29 CFR 1910.1001 29 CFR 1926.58 d. Respiratory Protection 29 CFR 1910.134 Hazard Communication 29 CFR 1910.1200 d. Access to Employee Exposure and Medical Records 29 CFR 1910.20 f. Specifications for Accident Prevention Signs and Tags 29 CFR 1910.145 3. U.S. Department of Transportation (USDOT) Including, but not limited to: nl19L/QQ 01020 2 PRE AMMO a. Shippers- Hazardous Materials Regulations 49 CFR 171 and 172 4. American National Standards Institute (ANSI) Including, but not limited to: a. ANSI Z9.2 Fundamentals Governing the Design and Operation of Local Exhaust Systems b. ANSI Z88.2 -1980 American National Standards Practice for Respiratory Protection c. ANSI Z117.1 -1989 Safety Requirements for Confined Spaces d. ANSI Z87.1 -1980 Practice for Occupational and Educational Eye and Face Protection e. ANSI /CGA G7.1 -1989 Commodity Specifications for Air f. ANSI /CGA C -4 -1878 Method of Marking Portable Compressed Gas Containers to Identify the Material Contained D. State Requirements: Those requirements which govern asbestos abatement work, hauling and disposal of asbestos waste materials include, but are not limited to the following: 1. WAC 296 -65 -001 to 0050 and all amendments Asbestos Removal and Encapsulation 2. WAC 296 -62, Part H Air Contaminates 3. WAC 296 -62 -071 to 07121 Respiratory Protection 4. WISHA Regional Directive (WRD) 79 -23 (Amended) Minimum Airborne Concentration for Initiation and Continuation Asbestos Medical Examinations 5. WISHA Regional Directive (WRD) 80 -16 (Amended) Respirable Air Supplied by Oil Lubricated Compressors 6. WISHA Regional Directive (WRD) 83 -10 (Amended) Respirator Requirements for Removal, Demolition and Spraying of Asbestos 7. WISHA Regional Directive 87 -2 Special Respirable Protection Requirements for Negative Pressure Enclosures 04/24/98 01080.9 PRE 811480 8. WAC 296 -62 -145 to 14529 Confined Spaces 9. WAC 296 -62 -077 to 7761 General Occupational Health Standards 10, WAC 296 - 155 -475 Ladders, Scaffolds and Elevated Work Platforms Fail Protection 11. WAC 296 -62 -9015 to 9055 Hearing Conservation 12. WAC 296 - 155 -426 to 462 Electrical 13. Revisions found in WAC 62/65 E. Local: 1. PSAPCA, Regulation III, Article 4, Asbestos Control Standard F. Notifications: Contractor will notify the appropriate local office of the Washington State Department of Labor and Industries and the appropriate local air pollution control authority or the Washington State Department of Ecology in the absence of an air pollution control authority at least ten working days prior to the commencement of abatement. Send written notification as required by local, state and federal regulations immediately upon receipt of Notice to Proceed to the following: 1. Department of Labor and Industries Division of Industrial Safety and Health Industrial Hygiene Section 310 West Harrison Seattle, WA 98119 2. Puget Sound Air Pollution Control Agency 110 Union Street, Suite 500 Seattle, WA 98101 1.04 LICENSES A. Maintain current licenses as required by Washington State Department of Labor & Industries for the removal, transporting, disposal or other regulated activity relative to the work of this contract as required by WAC 296 -65 -017. Maintain other local, city, county, state or federal licenses required for work of this nature. 04124/98 01060 -4 PRE 411480 41 PART 2- PRODUCTS Not Used PART 3- EXECUTION Not Used 04124198 . END OF SECTION 01092 SECTION 01300 SUBMITTALS PART1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to the work of this section. 1.02 DESCRIPTION OF WORK A. Make submittals required by the Contract Documents in a timely manner to allow for sufficient and prompt review by Consultant. Revise and resubmit as necessary to establish compliance with the specified requirements. Submittals to be delivered to the office of the Consultant, 1.03 WORK INCLUDED A. Submit complete, bound sets of the submittals required in the Contract Documents. Submit separate sets entitled "Pre -Job Submittals" and "Project Closeout Submittals ". B. Update submittals to Consultant as required to account for any and all new equipment, materials or personnel used on the project. C. Submit two (2) complete sets of "Pre -Job Submittals" within ten (10) days of Notice of Award to Consultant for review. The work may not proceed until the "Pre -Job Submittal" package has been reviewed an accepted by Consultant. D. Submittals shall be bound in 3 ring binders of sufficient size to accommodate all submittal items. E. Identify individual submittals by name and include a table of contents in each submittal package. F. All submittal regarding personnel shall be organized in alphabetical order. 1.04 QUALITY ASSURANCE A. Carefully review and coordinate all aspects of each item being submitted. B. Verify that each item and its appropriate submittal conform in all aspects with the specified requirements. 1.05 PRE -JOB SUBMITTALS A. Copy of notifications to: 1. Puget Sound Air Pollution Control Agency 2. Washington State Department of Labor & industries 04/24/98 01300.1 PRE# 11480 B. Copy of insurance certificates issued to Owner by Contractor's insurance carrier(s), including Commercial General Liability, Automobile, Employers Liability and proof of Workers Compensation coverage. C. Proposed progress schedule for the work. At a minimum, indicate the sequence of work by day for the commencement and completion of general categories of the work, such as mobilization, work area isolations, work area preparation, abatement, cleaning, clearances, encapsulation, substantial completion, individual construction related items to be replaced, etc. Indicate the planned work shift schedules and the number of workers to be utilized on each shift. D. Proposed Schedule of Values for the project. At a minimum, indicate each category of work and assign a value in conformance with the project schedule. E. Detailed written work plan, drawings or combination thereof describing, but not limited to the location of decontamination units, work areas, enclosures, negative air machines and breathing air system(s). Also describe the removal methods, decontamination procedures, worker protection, removal, disposal, landfill and any other pertinent information that completely describes the means and methods to be utilized to accomplish the work. F. Copies of submittal items for all equipment to be utilized on the project, including but not limited to, decontamination units, water filtration systems, breathing air systems, respirators, negative pressure units, airless sprayers, specialized equipment, etc. G. Copies of all material submittal items for all materials to be utilized on the project, including but not limited to, polyethylene sheeting, tape, spray adhesive, protective clothing, respirator filters, water filters, surfactants, encapsulants, glovebags, disposal bags, etc, H. Copies of all material submittal items for all replacement materials to be utilized on the project by individual specification section. I. Copies of all medical documentation for each worker or supervisor to be utilized on the project. J. Copies of all training documentation for each worker or supervisor to be utilized on the project, including certificates or copies of certification cards as required by federal, state and local agencies. K. Copies of all fit test documentation for each worker or supervisor to be utilized on the project. L. Certification that waste transporters to be used for the project are licensed and insured for the transportation of asbestos waste. M. Examples of project forms, including but not limited 10, Sign In /Out Log, Daily Log or Field Report, disposal manifest, etc. N. Submittals specifically required in other specification sections not listed above. Ol12L1011 01300 .2 PREY 11120 1.06 PROJECT CLOSEOUT SUBMITTALS A. Certificates of Visual Inspections. B. Copies of daily Togs, field reports, sign in /out forms. C. Air monitoring data. D. Fully executes disposal manifests. E. Copies of all changes to the contract sum. F. Copies of lien waivers, G. Submittals specifically required in other specification sections not listed above. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01300 04/24/11 01300 PRE# 1141 SECTION 01313 SCHEDULES, REPORTS, PAYMENTS PART1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to the work of this section. 1.02 COORDINATION A. Coordinate both the listing and timing of reports and activities required by provisions of this section and other sections, so as to provide consistency and logical coordination between required reports. Maintain coordination and correlation between separate reports by updating daily. Make appropriate distribution of each report and updated report to all parties involved in the work including the Owner and Project Consultant. In particular, provide closer coordination of the progress schedule, schedule of values, listing of subcontracts, schedule of submittals, progress reports and payment requests. 1.03 SCHEDULES A. Provide proposed detailed schedule including work dates, work shift time, number of employees, dates of start and completion including dates of preparation work, removals, final inspection dates and demobilization. 1.04 PRE- CONSTRUCTION CONFERENCE A. An initial progress meeting , recognized as the "Pre- Construction Conference ": Prior to start of any work, meet at project site, with Asbestos Supervisor, Project Consultant, and other entities concerned with asbestos abatement work. The Project Consultant shall record discussions and agreements and furnish a copy to each participant. At least 48 hours advance notice will be provided to all participants prior to convening pre - construction conference. B. This is an organizational meeting to review responsibilities and personnel assignments, to review the containment and decontamination areas, to review the work plan and proposed schedule, to locate temporary facilities including power, light, water, etc., to review HVAC system lock -out, air monitoring strategy and protocol, emergency or contingency plans, etc. 1.05 REPORTING A. Daily Log: Maintain with the decontamination unit a daily log documenting the dates and time of the following items: 1. Visitations; authorized and unauthorized. 2. Personnel, by name, entering and leaving the work area. 3. Special or unusual events, (i.e. barrier breaching, equipment failures), 4. Air monitoring tests and results. 04/24/80 01313.1 PRE 11480 B. Documentation with confirmation signature of Owner's Project Consultant, of the following: 1. Inspection of work area preparation prior to start of removal and daily thereafter. 2. Removal of any polyethylene barriers. 3. Contractor's inspections prior to encapsulation. 4. Removal of waste materials from work area. 5. Decontamination of equipment (list items). 6. Contractor's final inspection/final air test analysis. C. Provide two (2) copies of this log at final close -out of project for use by the Owner. 1.06 REQUEST FOR PAYMENT A. General: Except as otherwise indicated, the progress payment cycle is to be regular. Each application must be consistent with previous applications and payments. Certain applications for payment, such as the initial application, the application at substantial completion, and the final payment application involve additional requirements. Payment procedures are outlined in detail in the General Conditions. B. Waivers of Lien: For final payment application, submit waivers of lien from every entity (including Contractor) who could lawfully and possibly file a lien arising out of the Contract and related to work covered by the payment. Submit partial waivers for the amount requested prior to deduction or retainage on each item. When application shows completion of an item, submit final or full waivers. Owner reserves the right to designate which entities involved in the work must submit waivers, C. Waiver Forms: Submit waivers on forms, and execute in a manner, acceptable to Owner. PART 2- PRODUCTS Not Used PART 3 - EXECUTION Not Used earlaroa END OF SECTION 01313 o1sis .'s SECTION 01410 TESTING LABORATORY SERVICES PART 1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to the work of this section. B. Section 01714 - Work Area Clearance. 1.02 DESCRIPTION OF THE WORK A. This section describes air monitoring carried out by the Consultant to verify that the facility beyond the work area and the outside environment remain uncontaminated. This section also sets forth airborne fiber levels both inside and outside the work area as action levels, and describes the action required by the Contractor if an action level is met or exceeded. B. Air monitoring as detailed in Item 1.07 will be provided by Consultant to assure that work practices and engineering controls are adequate. All additional air monitoring shall be provided by the Contractor and the cost of such air monitoring and laboratory testing shall be at no additional expense to Owner. 1.03 TESTING LABORATORY RESPONSIBILITIES A. Consultant representative(s) will, in addition to performing routine and special testing necessary to determine general compliance with the Contract Documents, observe and document, on a daily basis, the execution and progress of the Work. Such observation and documentation shall be for the sole benefit of the Owner and shall not be construed in any way as to include responsibility for Contractor's means, methods, techniques, sequences or procedures involved with the execution of the work. In addition, such observation and documentation by Consultant shall not be construed as to include responsibility for any safety programs or procedures either utilized or not utilized by Contractor during the Work. B. Provision of the Testing Laboratory by Owner to perform testing for Owner shall not relieve Contractor from providing its own testing for compliance with all applicable codes, regulations and as specified by this Section and elsewhere in the Contract Documents. 1.04 WORK INCLUDED A. Cooperate with Owner's Consultant in all aspects of the testing to expedite testing and results. B. Provide Consultant representative(s) access to the work site at all times and in all locations requested as necessary to perform testing and inspections. C. Provide necessary power supply for Consultant in order to perform services needed. 04124198 01410 -1 PREN 11480 D. Pay for all re- testing subsequent to noncompliance of preliminary and final air tests as required in the Contract Documents. 1.05 WORK NOT INCLUDED A. Contractor is responsible for their own personnel air monitoring, including excursion sampling, at no additional cost to the owner. 1.06 AIR MONITORING A. Work Area Isolation: The purpose of the Consultant's air monitoring will be to detect potential faults in the work area isolation such as: 1. Contamination of the facility outside of the work area with airborne asbestos fibers. 2. Failure of filtration or rupture in the negative pressure system. 3. Contamination of the environment of the building with airborne asbestos fibers. 4. Should any of the above occur the contractor shall immediately cease asbestos abatement activities until the fault is corrected. Work shall not recommence until authorized by the Owner's representative. B. Work Area Airborne Fiber Concentrations: The Consultant will monitor airborne fiber concentrations in the work area. The purpose of this air monitoring will be to detect airborne fiber concentrations which may significantly challenge the ability of the work area isolation procedures or temporary enclosure to protect the balance of the facility or outside the facility from contamination by airborne fibers. C. Work Area Clearance(s): To determine if the elevated airborne fiber concentrations encountered during abatement operations have been reduced to an acceptable level. The Consultant will sample and analyze as per Section 01714. D. Personal air monitoring will be conducted periodically to establish the time weighted average exposure to workers in order to assure that work practices and engineering controls comply with applicable laws and Contract requirements. E. The Consultant will be conducting air monitoring throughout the course of the project, including periodic excursion limits. Contractor is responsible for their own personnel air monitoring, including excursion sampling, at no additional cost to the owner. 1.04 AIRBORNE FIBER CONCENTRATIONS A. Inside Work Area: 1. Maintain an average airborne fiber concentration In the work area of Tess than 0,1 fibers per cubic centimeter (f /cc). If the fiber concentrations rise above this figure for any sample taken, revise work procedures to lower fiber concentrations. 04 /24199 01410 - 2 PRE# 11480 2. If airborne fiber concentrations exceed 1.0 f /cc for any period of time, cease removal work, revise work procedures to lower fiber concentrations to below .1 f /cc and immediately notify Consultant. Do not recommence work until authorized in writing by Consultant. 3. If the Time Weighted Average (TWA) fiber concentration for any work shift or 8 hour period exceeds 0.1 f /cc, stop all work, leave negative air system in operation and notify Consultant. Do not recommence work until authorized in writing by Consultant. B. Outside Work Area: 1. If any air sample obtained outside of the work area or in the clean room exceeds 0,01 f /cc or the established base line airborne fiber concentration, immediately stop all work activity for inspection and repair of barriers. Perform necessary corrective measures outside work area, including but not limited to, isolation of the affected area from the remainder of the building as set forth in Section 01562 - Temporary Enclosures and subsequent cleaning. Do not re- commence removal work until corrective measures have been completed and the results of the re- testing indicate the fiber levels outside the work area to be less .01 f /cc or base line. Contractor shall be responsible for costs of cleaning and re- testing to verify test results below the levels specified above. C. Glove Bag Work: The TWA may not exceed the action level of 0.05 f /cc or the fifteen (15) minute excursion limit of .5 f /cc. If either of limits are exceeded, stop work immediately and propose alternate removal methods for review by Consultant. 1.05 AIR SAMPLING REQUIREMENTS A. Before start of work: The Consultant will secure the following air samples to establish a baseline (prevalent level) before start of work. 1. In work areas that the final clearance testing method is Phase Contrast Microscopy (PCM), the baseline samples will be collected and analyzed by PCM. 1 2. In work areas that the final clearance testing method is Transmission Electron Microscopy (TEM), the baseline samples will be collected and analyzed by PCM with a portion of each sample held for possible analysis by TEM. 3. Baseline: The baseline testing shall be expressed in fibers per cubic centimeter (f /cc) or structures per square millimeter (s /mm2) based on the following: a. Average of the samples collected outside the work area(s) prior to abatement activities. ( or b. 0.01 f /cc (reported at a 95% upper confidence level) or 70 s /mm2. 04/24/98 01410.3 PRE* 11400 B. Area environmental samples will be collected daily by the Consultant in areas and at times during the work as deemed necessary by the Consultant or as specified in the Contract Documents. Daily and periodic samples shall be analyzed by PCM. C. Clearance samples shall be analyzed by PCM. Fibers Counted: The following procedure will be used to resolve any disputes regarding fiber types when a project has been stopped due to excessive airborne fiber counts. "Airborne Fibers" referred to above include all fibers regardless of composition as counted in the NIOSH 7400 Procedures. If work has stopped due to high airborne fiber counts, air samples will be secured in the same area by the Consultant for analysis by electron microscopy. "Airborne Fibers" counted in samples analyzed by Transmission Electron microscopy shall be only asbestos fibers, but of any diameter and length. Subsequent to analysis by electron microscopy the number of "Airborne Fibers" shall be determined by multiplying the number of fibers, regardless of composition, counted by the NIOSH 7400 procedure by a number equal to asbestos fibers counted divided by all fibers counted in the electron microscopy analysis. J. Effect on Contract Sum: If Electron microscopy is used to arrive at the basis for determining "Airborne Fiber" counts in accordance with the above paragraph, and if the average of airborne asbestos fibers in all samples taken exceeds 0.01 fibers per cubic centimeter, or if any one sample exceeds 0.01 fibers per cubic centimeter, then the cost of such analysis will be born by the Contractor, at no additional cost to the Owner. 1.06 ANALYTICAL METHODS A. The following methods will be used by the Consultant in analyzing filters used to collect air samples. 1. Cellulose ester filters used for PCM sampling shall be analyzed in accordance with the National Institute for Occupational Safety and Health (NIOSH) 7400 Method and will follow the guidelines issued by the US Environmental Protection Agency regarding detection limits. 2 Cellulose ester filters used for TEM sampling shall be analyzed in accordance with the National Institute for Occupational Safety and Health (NIOSH) 7402 Method and will be performed in general accordance with 40 CFR Part 763, Subpart E, Appendix A. 3.04 SCHEDULE OF AIR SAMPLES AND SAMPLE VOLUMES A. Before Start of Work: The Contractor will secure the following Pre - abatement air samples to be collected using PCM analysis to establish a baseline. Location Sampled Number of Detection Limit Minimum Volume Rate Samples Fibers /cc (Liters) (LPM) Inside Work Area 2 0.010 3,000 2 -10 Outside Work Area 2 0.010 3,000 2 -10 Outside Building 2 0.010 3,000 2 -10 04124/99 01410.4 PREP/ 11420 1. Base Line, is an action level expressed in fibers per cubic centimeter which is ten percent greater than the largest of the following: a. Average of the samples collected on cellulose ester filters outside each work area. b. Average of the samples collected on cellulose ester filters outside the facility; or 0.01 fibers per cubic centimeter. B. Daily: From start of work of Section 01526 - Temporary Enclosures through the work of Section 01711 - Project Decontamination, the Contractor will take the following samples on a daily basis. Location Sampled Number of Detection Limit Minimum Volume Rate Samples Fibers /cc (Liters) (LPM) Work Area 2 0.010 600 2 -10 Outside Work Area 1 0,010 3,000 2 -10 HEPA Exhaust 2 0.010 3,000 2 -10 Personal 4 0.010 600 0.5 -4.0 volume will be adjusted as needed in an attempt to attain a fiber density of 100 fibers per square millimeter. C. If airborne fiber counts exceed allowed limits additional samples will be taken as necessary to monitor fiber levels. If airborne fiber counts routinely exceed allowable limits a fibrous aerosol monitor will be used to monitor fiber levels, at Contractor's expense. 1.08 SCHEDULING A. The services of a testing laboratory will be employed by the Owner to perform laboratory analysis of the air samples. A microscope and technician will be setup at the project site, so that verbal reports on air samples can be obtained immediately. A complete record, certified by the testing laboratory, of all air monitoring tests and results will be furnished to the Owner, the Project Consultant, and the Contractor. B. Written reports of all air monitoring tests will be posted at the project site on a daily basis. Final reports of all air monitoring will be made available on a weekly basis. 1.09 PERSONAL AIR MONITORING Contractor shall perform air monitoring as required to meet requirements for maintenance of Time Weighted Average (TWA) fiber counts for types of respiratory protection provided. All additional air monitoring will also be provided by the Contractor and the cost of such air monitoring and laboratory testing shall be at no additional expense to the Owner. 04124198 01410.6 PRE# 11480 PART 2 - PRODUCTS Not Used PART 3 - EXECUTION END OF SECTION 01410 1 SECTION 01500 TEMPORARY FACILITIES PART1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. 1.02 DESCRIPTION OF THE WORK A. This section sets forth the information pertaining to the temporary utilities and related equipment to be supplied by the Contractor and Owner as necessary to carry out the work of these Contract Documents. 1.03 WORK INCLUDED A. Provide temporary connection to existing building utilities or provide temporary facilities as required herein or as necessary to carry out the work. PART 2- PRODUCTS 2.01 MATERIALS AND EQUIPMENT A. Provide new or used materials and equipment that are undamaged and in serviceable condition. Provide only materials and equipment that are recognized as being suitable for the intended use, by compliance with appropriate standards. 2.02 SCAFFOLDING A. Provide all scaffolding, ladders and /or staging, etc. as necessary to accomplish the work of this contract. Scaffolding may be of suspension type; or standing type such as metal tube and coupler, tubular welded frame, pole or outrigger type or cantilever type. The type, erection and use of all scaffolding shall comply with all applicable WISHA and /or OSHA provisions. B. Equip rungs of all metal ladders,-etc. with an abrasive non -slip surface. C. Provide a nonskid surface on all scaffold surfaces subject to foot traffic. 2.03 WATER SERVICE A. Temporary Water Service Connection: All connections to the Owner's water system shall Include backflow protection. Valves shall be temperature and pressure rated for operation of the temperatures and pressures encountered. B. After completion of use, connections and fittings shall be removed without damage or alteration to existing water piping and equipment. 04124188 01600.1 PRE# 11480 C. Leaking or dripping valves shall be piped to the nearest drain or located over an existing sink or grade where water will not damage existing finishes or equipment. D. Water Hoses: Employ heavy -duty abrasion resistant hoses with a pressure rating greater than the maximum pressure of the water distribution system to provide water into each work area and to each Decontamination Unit. Provide fittings as required to allow for connection to existing wall hydrants or spouts, as well as temporary water heating equipment, branch piping, showers, shut -off nozzles and equipment. E. Hot Water: Hot water may be secured from the facility hot water system, provided backflow protection is installed at point of connection as described in this section under Temporary Water Service connection, and if authorized in writing by the Owner's Consultant. F. Hot Water Heater: Provide UL rated electric hot water heater of adequate size to supply hot water for the Decontamination Unit shower if hot water is not readily available from existing systems. Activate from 30 amp circuit breaker located within the Decontamination Unit Sub - panel. Provide with relief valve compatible with water heater operation; pipe relief valve down to drip pan on floor. Drip pans shall be leak -proof galvanized steel or break proof plastic. Drip pan shall be securely fastened to the hot water heater with bailing wire or similar material. Wiring of the hot water heater shall be in compliance with NEMA, NECA, and UL standards; OR, with Owner's approval. 2.04 ELECTRICAL SERVICE A. Comply with applicable NEMA, NECA and UL standards and governing regulations for materials and layout of temporary electric service. B. Temporary Power: Provide service to Decontamination Unit Sub -panel with minimum 60 amp, 2 pole circuit breaker or fused disconnect connected to the facility's main distribution panel. Sub -panel and disconnect shall be sized and equipped to accommodate all electrical equipment required for completion of the work. C. Ground Fault Protection: Provide receptacle outlets equipped with ground fault circuit interrupters, reset button and pilot Tight for plug -in connection of all power tools and equipment. D. Voltage Differences: Provide identification warning signs at power outlets which are other than 110 -120 volt power. Provide polarized outlets for plug -in type outlets, to prevent insertion of 110 -120 volt plugs into higher voltage outlets. Dry type transformers shall be provided where required to provide voltages necessary for work operations, E. Electrical Power Cords: Use only grounded extension cords; use "hard- service" cords where exposed to abrasion and traffic. Use single lengths or use waterproof connectors to connect separate lengths of electric cords, if single lengths will not reach areas of work. Provide GFI equipped drop cords of sufficient length to permit the use of fans and leaf blowers required for aggressive air sampling by Consultant. F. Lamps and Light Fixtures: Provide general service incandescent tamps of wattage required for adequate illumination. Protect lamps with guard cages or tempered glass enclosures, where fixtures are exposed to breakage by construction operations. Provide exterior fixtures where fixtures are exposed to weather or moisture. Provide sufficient battery- operated lighting in all work areas to allow safe egress in the event of power failure. 04/24/98 01600 - 2 PRE# 11480 2.05 FIRST AID A. First Aid Supplies: Comply with governing regulations and recognized recommendations within the construction Industry. 2.06 FIRE EXTINGUISHERS A. Fire Extinguishers: Provide Type "A" fire extinguishers, one per work area, for temporary offices and similar spaces where there is minimal danger of electrical or grease -oil- flammable liquid fires. In other locations provide type "ABC" dry chemical extinguishers, or a combination of several extinguishers of NFPA recommended types for the exposures in each case (Le. 1 per 2000 square feet). B. Comply with the applicable recommendations of NFPA Standard 10 "Standard for Portable Fire Extinguishers ". Locate fire extinguishers where they are most convenient and effective for their intended purpose, but provide not less than one extinguisher in each Work Area in Equipment Room and One outside Work Area in Clean Room (i.e. 1 per 2000 square feet). C. For mini - abatement enclosures of less than 1,000 square feet, only one 4A/608C extinguisher shall be required, within 5 feet of the Clean Room side of the decontamination unit. PART 3 - EXECUTION 3.01 INSTALLATION, GENERAL A. Use qualified tradesmen for installation of temporary services and facilities. Locate temporary services and facilities where they will serve the entire project adequately and result in minimum interference with the performance of the Work. 1. Require that tradesmen accomplishing this work be licensed as required by local authority for the work performed. Use qualified tradesmen for installation of temporary services and facilities. B. Relocate, modify and extend services and facilities as required during the course of work so as to accommodate the entire work of the project. 3.02 SCAFFOLDING A. During the erection and /or moving of scaffolding, care must be exercised so that the polyethylene floor covering is not damaged. B. Clean as necessary, debris from non slip surfaces. C. At the completion of abatement work clean, all construction aids within the work area, wrap in one layer of 6 mil polyethylene sheet and seal before removal from the work area. 04/24/88 01800.3 !REM 11440 T 3.03 WATER SERVICE A. General: Water connection to Owner's existing potable water system is not available at the project site. Hot water shall be heated to a minimum temperature of 100 F. Supply hot and cold water to the Decontamination Unit in accordance with Section 01563. In addition, the following precautions shall be taken to minimize damage to Owner facilities: 1. Maintain hose connections and outlet valves in leak proof condition. 2. Where finish work below an outlet might be damaged by spillage or leakage, provide a drip pan of suitable size to minimize the possibility of water damage. 3. Drain water promptly from pans as it accumulates. 3.04 ELECTRICAL SERVICE A. General: Connect to Owner's electrical power service or provide and install weatherproof, grounded temporary electrical power service and distribution system of sufficient size, capacity and power to accommodate performance of the work. Temporary service and installation to be performed by Contractor or its subcontractor. B. Temporary Electrical Panel: Provide temporary electrical panel sized and equipped to accommodate all electrical equipment and lighting required by the work, Coordinate with Owner's representative to assure that rated capacity of temporary circuitry is sufficient for the performance of the work. Protect with circuit breaker or fused disconnect. C. Power Distribution System: Provide circuits of adequate size and proper characteristics for each use. In general run wiring overhead, and rise vertically where wiring will be least exposed to damage from construction operations. D. Temporary Wiring: In the work area shall be type OF non - metallic sheathed cable located overhead and exposed for surveillance. Do not wire temporary lighting with plain, exposed (insulated) electrical conductors. Provide liquid tight enclosures or boxes for wiring devices. E. Circuit Protection: Protect each circuit with a ground fault interrupter (GFCI) of proper size located in the temporary panel(s). Provide overload - protected disconnect switch for each temporary circuit located at the power distribution center, F. Provide additional power service and distribution service, consisting of individual dedicated 15 amp 110 volt circuits to electrical drops with receptacle outlets for the exclusive use of the testing laboratory as follows: 1. Five drop outlets for air sampling pumps within work area(s). One drop outlet inside the clean room(s) of decontamination unit(s) and outside each major critical barrier designated by the Consultant. 2. One drop outlet per 10,000 cubic feet of air space with the work area, for fans to be utilized for final air clearance testing. G. For power hand tools and task lighting, provide a temporary 4 -gang outlet as needed and where available, Provide a separate 110 -120 Volt, 20 Amp circuit for each 4 -gang outlet (4 outlets per circuit). 04/24/88 01600.4 PRE# 11480 3.05 TEMPORARY LIGHTING A, Lockout: Lock out all existing power to lighting circuits in the work area containments, Unless specifically noted otherwise, existing lighting circuits within the work area containments are not to be used. All lighting to the work area(s) and decontamination facilities is to be provided using temporary lighting provided by Contractor, powered from temporary electrical panel described above. B. Install temporary lighting adequate to provide sufficient illumination for safe work and traffic conditions in every work area. Provide sufficient battery operated lighting in all work areas to allow for safe egress in the event of power failure. 3.06 SANITARY FACILITIES A. Toilets: Contractor to supply sanitary toilet facilities sufficient to serve the crew. A minimum of one sanitary toilet facility per 10 workers will be required. 3.07 FIRE EXTINGUISHERS A. Fire Extinguishers: Comply with acceptable recommendations of NFPA Standard 10 "Standard for Portable Fire Extinguishers ". Locate fire extinguishers where they are most convenient and effective for their intended purpose, but provide not Tess than one extinguisher in each work area, in equipment room and one outside work area in clean room. END OF SECTION 01500 041241118 01600.6 :RIO .1.1 SECTION 01513 NEGATIVE PRESSURE SYSTEM PART 1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to the work of this section. 1.02 DESCRIPTION OF THE WORK A. This section sets forth the requirements under which each work area shall be placed under negative pressure utilizing HEPA filtration systems which comply with ANSI Z9.2- 79, local exhaust ventilation. PART 2 - PRODUCTS 2.01 NEGATIVE AIR MACHINES A. General: Supply the required number of asbestos air filtration units to the site in accordance with these specifications and all applicable regulations. B. Cabinet: Constructed of steel or other durable materials able to withstand damage from rough handling and transportation. The width of the cabinet should be Tess than 30 inches to fit through standard -size doorways. Cabinet shall be factory sealed to prevent asbestos - containing dust from being released during use, transport, or maintenance. Access to and replacement of all air filters shall be from intake end. Unit shall be mounted on casters or wheels. C. Fans: Rate capacity of fan according to usable air - moving capacity under actual operating conditions. Units shall be equipped with centrifugal -type fans. D. HEPA Filters: The final filter shall be the HEPA type. The filter media (folded into closely related panels) must be completely sealed on all edges with a structurally rigid frame. 1. A continuous rubber gasket shall be located between the filter and the filter housing to form a tight seal. 2. Each filter shall be individually tested and certified by the manufacturer to have an efficiency of not less than 99.97 percent when challenged with 0.3 um dioctylphthalate (DOP) particles. Testing shall be in accordance with Military Standard Number 282 and Army Instruction Manual 136 - 300 -175A. Each filter shall bear a UL586 label to indicate ability to perform under specified conditions. 3. Each filter shall be marked with the name of the manufacturer, serial number, air flow rating, efficiency and resistance and the direction of test air flow. 04/24190 01513 -1 PRE# 11400 4. Prefilters, which protect the final filter by removing the larger particles, are required to prolong the operating life of the HEPA filter. Two stages of pre - filtration are required. The first -stage prefilter shall be a low- efficiency type (i.e. for particles 10 um and larger). The second -stage (or intermediate) filter shall have a medium efficiency (i.e. effective for particles down to 5 um). Pre - filters and intermediate filters shall be installed either on or in the intake grid of the unit and held in place with special housing or clamps. 5. Instrumentation: Each unit shall be equipped with a magnehelic gauge or manometer to measure the pressure drop across filters and indicate when filters have become loaded and need to be changed. A table indicating the usable air - handling capacity for various static pressure readings on the magnehelic gauge shall be affixed near the gauge for reference, or the magnehelic reading indicating at what point the filters should be changed, noting cubic feet per minute (CFM) air delivery at the point. Provide units equipped with an elapsed time meter to show the total accumulated hours of operation. 6. Safety and Warning Devices: The unit shall have an electrical (or mechanical) lockout to prevent fan from operating without a HEPA filter. Units shall be equipped with automatic shutdown system to stop fan in the event of a major rupture in the HEPA filter or blocked air discharge. Warning lights are required to indicate normal operation, too high a pressure drop across the filters (Le. filter overloading), and too low of a pressure drop (i.e. major rupture in HEPA filter or obstructed discharge). Audible alarm if unit shuts down due to operation of safety systems. 7. Electrical components shall be approved by the National Electrical Manufacturers Association (NEMA) and Underwriter's Laboratories (UL). Each unit shall be equipped with overload protection sized for the equipment. The motor, fan, fan housing and cabinet shall be grounded. 2.02 QUALITY ASSURANCE A. Monitor pressure differential manometers across Decontamination Unit with a differential pressure meter equipped with a strip chart print out or hard copy disk. Meter shall be equipped with a warning buzzer which will sound If pressure differential drops below - 0.02" of water. B. Exhaust Ducts: Ducts from exhaust of negative air machines shall be flexible polyethylene ducts manufactured for this purpose and sized to fit the outlet of the unit(s). Ducts field fabricated from polyethylene sheeting shall not be permitted. Ducts shall not be the type that collapse when air is not moving through them. C. Emergency Shutdown Switch: Provide a single switch or set of switches for the emergency shutdown of all negative air machines located in the work area(s). 04/24/98 01513 - T PREN 11480 PART 3 - EXECUTION 3.01 PRESSURE DIFFERENTIAL A. Provide a fully operational negative air system within the work area, where feasible, maintaining a continuous pressure differential across work area equal or greater than - 0.02 inches of water. Demonstrate to the Consultant the pressure differential by use of a pressure differential meter or manometer before the disturbance of any asbestos - containing materials, or by visual inspection and approval by the Consultant. 3.02 PREPARATION OF THE WORK AREA A. Determining the Ventilation Requirements: Provide fully operational negative pressure systems supplying a minimum of one air change every 15 minutes. Determine the volume in cubic feet of the work area by multiplying floor area by ceiling height. Determine total ventilation requirement in cubic feet per minute (cfm) for the work area by dividing this volume by the air change rate. B. Ventilation Required (CFM) = Vol. of work area(cu. ft.) /15 min C. Determine Number of Units needed to achieve 15 minute change rate by dividing the ventilation requirement (CFM) above by capacity of exhaust unit(s) used. Capacity of a unit for purposes of this section is the capacity in cubic feet per minute with fully loaded filters (pressure differential which causes loaded filter warning light to come on) in the machines labeled operating characteristics. 1. Number of Units Needed = Ventilation Requirement (CFM) divided by Capacity of Unit with Loaded Filters (CFM) D. Add one (1) additional unit as a backup in case of equipment failure or machine shutdown for filter changing. E. Location of Exhaust Units: Locate exhaust unit(s) so that makeup air enters work area primarily through decontamination facilities and traverses work area as much as possible. This may be accomplished by positioning the exhaust unit(s) at a maximum distance from the worker access opening or other makeup air sources. F. Place End of Unit or its exhaust duct through an opening in the plastic barrier or wall covering. The plastic around the unit or duct shall then be sealed with tape. G. Vent to outside of building, unless authorized in writing by the Owner's Consultant. H. Supplemental Makeup Air Inlets: Provide where required for proper air flow through the work space in location approved by the Consultant by making openings in the plastic sheeting that allow air from outside the building into the work area. Locate auxiliary makeup air inlets as far as possible from the exhaust unit(s) (e.g., on an opposite wall), off the floor (preferably near the ceiling), and away from barriers that separate the work area from occupied clean areas. Cover with flaps to reseal automatically if the negative pressure system should shut down for any reason. Spray flap and around opening with spray adhesive so that flap seals if it closes. 04/24/98 01513 •4 PRE# 11480 3.03 USE OF THE NEGATIVE PRESSURE SYSTEM A. General: Each unit shall be serviced by a dedicated minimum 115V -20A circuit with overload device tied into an existing building electrical panel which has sufficient spare capacity to accommodate the Toad of all negative pressure units connected. Dedication of an existing circuit may be accomplished by shutting down existing Toads on the circuit. B. Testing the System: Test negative pressure system before any asbestos - containing material is wetted or removed. After the work area has been prepared, the decontamination facility set up, and the exhaust unit(s) installed, start the unit(s) (one at a time). Demonstrate operation and testing of negative pressure system to Consultant. C. Demonstrate Operation of the negative pressure system to the Consultant will include, but not be limited to, the following: 1. Plastic barriers and sheeting move lightly in toward work area. 2. Curtain of decontamination units move lightly in toward work area. 3. There is a noticeable movement of air through the decontamination unit. Use smoke tube to demonstrate air movement from Clean Room to Shower Room, from Shower Room to Equipment Room, and from Equipment Room to Work Are, 4. Use smoke tubes to demonstrate a positive motion of air across all areas in which work is to be performed. 5. Use a differential pressure meter or manometer to demonstrate a pressure difference of at least -0.02 inches of water across every barrier separating the work Area from the balance of the building or outside. 6. Modify the Negative Pressure System as necessary to successfully demonstrate the above. 3.04 USE OF SYSTEM DURING ABATEMENT OPERATIONS A. Start exhaust units before beginning work (before any asbestos - containing material is disturbed). After abatement work has begun, run units continuously to maintain a constant negative pressure until decontamination of the work area is complete. Do not turn off units at the end of the work shift or when abatement operations temporarily stop. B. Do not shut down negative air system during encapsulating procedures, unless authorized by the Owner's Consultant in writing. C. Start abatement work at a location farthest from the exhaust units and proceed toward them. If an electric power failure occurs, immediately stop all abatement work and do not resume until power is restored and exhaust units area operating again. D. At completion of abatement work, allow exhaust units to run as specified under section 01711, to remove airborne fibers that may have been generated during abatement work and cleanup and to purge the work area with clean makeup air. The units may be required to run for a longer time after decontamination, if dry or only partially wetted asbestos material was encountered during any abatement work. 04124198 01513 -4 PRE# 11410 3.05 PERSONNEL DECONTAMINATION FACILITY A. The dirty side of the PDF shall be maintained under negative pressure throughout the work shift. 3.06 DISMANTLING THE SYSTEM A. When a final inspection and the results of final air tests indicate that the area has been decontaminated, exhaust units may be removed from the work area. Before removal from the work area, remove and properly dispose of pre- filter, and seal intake to the machine with 6 mil polyethylene to prevent environmental contamination from the filters. 04/24 /98 END OF SECTION 01513 SECTION 01526 TEMPORARY ENCLOSURES PART1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to the work of this section. 1.02 SUBMITTALS A. This section sets forth the requirements for the construction and maintenance of temporary enclosures and barriers utilized to perform asbestos abatement. PART 2 - PRODUCTS 2.01 MATERIALS A. Polyethylene Sheet: Provide polyethylene film, in the largest size possible to minimize seams, 6 mils in thickness, clear or opaque in color. B. Reinforced Polyethylene Sheet: Provide reinforced polyethylene sheet for all containment's, enclosures or decontamination facilities that are subject to wind damage, 10 mils in thickness. C. Tape: Provide tape in 2" or 3" widths as indicated, with an adhesive which is formulated to aggressively stick to polyethylene sheeting. D. Spray Adhesive: Provide spray adhesive in aerosol cans which is specifically formulated to stick tenaciously to sheet polyethylene. E. Spray Foam: Provide spray foam sealant in aerosol cans for the purpose of sealing small openings in existing wall, floor and ceiling barriers (Le. penetrations created by piping, conduit and structural members). Spray Foam is not acceptable for enclosure of asbestos containing materials. F. Signage: Provide standard 20" X 14" asbestos abatement warning signs for placement at access points to the work area. G. Rigid Framing Materials: Provide 2 X 4 or larger wooden or 3-5/8", 25 gauge metal framing materials as needed to build and support enclosures and mini - containments. H. Sheathing: Provide plywood or gypsum wall board a minimum of 1/2" thick as needed for partition walls. 04/24/98 .01526 -1 PRE# 11480 PART 3 - EXECUTION 3.01 SEQUENCE OF WORK A. Carry out work of this section sequentially. Complete each activity before proceeding to the next. Unless otherwise specified. B. Coordinate sequence of work area preparation throughout the building with Owner and Consultant. 3.02 GENERAL A. Work Area: The location where asbestos - abatement work occurs. It is a variable of the extent of work of the contact. It may be a portion of a room, a single room, or a complex of rooms. A "work area" is considered contaminated during the work, and must be isolated from the balance of the facility and decontaminated at the completion of the asbestos - control work. B. Completely isolate the work area from other parts of the building so as to prevent asbestos - containing dust or debris from passing beyond the isolated area. Should the area beyond the work area(s) become contaminated with asbestos- containing dust or debris as a consequence of the work, clean those areas in accordance with the procedures indicated in Section 01711 - Project Decontamination. Perform all such required cleaning or decontamination at no additional cost to Owner. C. Disable ventilating systems or any other system bringing air into or out of the work area. Disable system by disconnecting wires, removing circuit breakers, by lockable switch or other positive means that will prevent accidental premature restarting of equipment. Coordinate mechanical lock -out with Owner's Consultant. D. Shut down and lock out all electrical power from circuit breaker panels within the work area(s). Install required temporary electrical panels adjacent to existing panels as specified for use in asbestos abatement activities. Protect existing temporary panels from water or other damage during abatement activities. E. Provide marked emergency exits and emergency lighting. Emergency lighting shall be battery operated and shall turn on automatically in the event of a power failure. F. Isolate the work area to prevent entry by building occupants or the general public. Only authorized visitors will be allowed to enter the work area(s). G. Where the work area is immediately adjacent to or within view of occupied areas, or at exterior glass doors or windows, provide a visual barrier of opaque polyethylene sheeting at least 6 mils in thickness. H. Remove all uncontaminated removable furniture, equipment, and /or supplies from the work area before commencing work, or completely cover with two (2) layers of polyethylene sheeting, at least 6 mil in thickness, securely taped in place with duct tape. Such furniture and equipment shall be considered outside the work area unless covering plastic or seal is breached. 04/24/98 01528.2 PRE# 11480 3.03 CONTROL ACCESS A. Permit access to the work area only through the Decontamination Unit. All other means of access shall be closed off and sealed and warning signs displayed on the clean side of the sealed access. Fire exits /Emergency access. B. Provide Warning Signs at all approaches to regulated areas. The warning signs are to bear the following information: DANGER ASBESTOS CANCER AND LUNG DISEASE HAZARD AUTHORIZED PERSONNEL ONLY RESPIRATORS AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA C. Alternate methods of containing the work area may be submitted to the Owner's Consultant for approval. Do not proceed with any such method(s) without prior written approval of the Owner's Consultant. 3.04 RESPIRATORY AND WORKER PROTECTION A. Before proceeding beyond this point in providing Temporary Enclosures: 1. Provide Respiratory Protection per Section 01562 2. Provide Worker Protection per Section 01560 3.05 PRE - CLEANING THE WORK AREA A. Clean items such as windows, doors, walls, cabinets, fixtures and other surfaces which are to be protected from contamination during asbestos removal activities by HEPA vacuuming and wet wiping all exposed surfaces prior to installation of the critical barriers. 3.06 CRITICAL BARRIERS A. Completely separate the work area from other portions of the building, and the outside by polyethylene sheeting barriers at least 6 mil in thickness. B. Individually seal all ventilation openings (supply and exhaust), lighting fixtures, clocks, doorways, windows, convectors and speakers, and other openings into the work area with polyethylene sheeting at least 6 mil in thickness, taped securely in place with duct tape. Maintain seal until all work including project decontamination is completed. Take care in sealing off lighting fixtures to avoid melting or burning of sheeting. C. Provide polyethylene sheeting barriers at least 6 mil in thickness as required to completely seal openings from the work area into adjacent areas. Seal the perimeter of all sheet plastic barriers with tape and /or spray adhesive. D. Mechanically support polyethylene sheeting independently of tape or spray adhesive seals so that seals do not support the weight of the plastic. 04124108 01626 - 3 PRE# 11480 E. Provide Decontamination Units per Section 01563. F. Provide Negative Pressure Systems per Section 01513. G. Clean housings and ducts of all overspray materials prior to erection of the critical barrier polyethylene sheeting. 3.07 PRIMARY BARRIER A. Clean all contaminated furniture, equipment, and /or supplies with a HEPA filtered vacuum cleaner or by wet cleaning, as specified in Section 01712, prior to being moved or covered. All equipment, furniture, etc. is to be deemed contaminated unless specifically declared as uncontaminated on the drawings or in writing by the Owner's Consultant. B. Cover floors of work areas with two (2) individual layers of polyethylene sheeting, each at least 6 mil in thickness, turned up walls at least 12 inches. Form a sharp right angle bend at junction of floor and wall so that there is no radius which could be stepped on causing the wall attachment to be pulled loose. Both spray adhesive and tape shall be used to seal all seams in floor covering. Locate seams in top layer six feet (6') from, or at right angles to, seams in bottom layer. Install sheeting so that top layer can be removed independently of bottom layer. C. Cover walls of work areas with two (2) individual layers of polyethylene sheeting, each at least 6 mil in thickness. Form a sharp right angle bend at junction of floor and wall so that there is no radius which could be stepped on causing the wall attachment to be pulled loose. Both spray adhesive and tape shall be used to seal all seams in floor covering. Locate seams in top layer six feet (6') from, or at right angles to, seams in bottom layer. Install sheeting so that top layer can be removed independently of bottom layer. D. Remove all electrical and mechanical items, such as lighting fixtures, clocks, diffusers, registers, escutcheon plates, etc., which cover any part of the surface to be worked on with the work. 3.08 EXTENSIONS OF WORK AREA A. Extensions of Work Area: If the enclosure barrier is breached in any manner that could allow the passage of asbestos debris or airborne fibers, then add affected area to the work area, enclose it as required by this section of the specification and decontaminate it as described in Section 01711 - Project Decontamination. 3.09 SECONDARY BARRIER A. Use secondary layer of polyethylene sheeting as a drop cloth to protect the primary layer from debris generated by the asbestos abatement work is specified in the appropriate work sections. 04/24/88 01526.4 PRE# 11480 3.10 WORK AREA PREPARATION A. Place all tools, scaffolding, staging, etc. necessary for the work In the area to be isolated prior to erection of plastic sheeting temporary enclosure. B. Moveable objects will be relocated by Owner. C. Protect any building surfaces, utilities, immovable objects and miscellaneous items remaining in the work area(s) with two (2) layers of 6 mil polyethylene sheeting. D. Install critical, primary and secondary barriers as specified above. E. Protect all non- cleanable ceiling surfaces not subject to asbestos removal with two (2) layers of 6 mil polyethylene sheeting. F. Ensure that all barriers and enclosures remain effectively sealed and taped for duration of abatement and subsequent cleaning. Repair damaged barriers and remedy defects immediately upon discovery. Visually inspect enclosures at the beginning and end of each work period. Use smoke methods or other approved methods to test effectiveness of barriers when requested by Owner or Consultant. G. Construct personnel and equipment decontamination units as specified in Section 01563 - Decontamination Units. H. Post decontamination procedures in change room for duration of the work. Maintain Sin In /Out Log in the immediate area of the Change Room to be utilized by every person, each time upon entering and leaving work area(s). Permit access to work area(s) only through personnel decontamination unit. I. Place each work area under negative pressure utilizing HEPA filtration systems which comply with Section 01513 - Negative Pressure System. J. Maintain emergency exits from the work area(s) or establish alternative exits satisfactory to fire officials. 3.11 WORK AREA PREPARATION FOR REMOVAL OF NON - FRIABLE MATERIALS A. Completely separate the work area from other portions of the building, and the outside by polyethylene sheeting barriers at least 6 mil in thickness. B. Individually seal all ventilation openings (supply and exhaust), lighting fixtures, clocks, doorways, windows, convectors and speakers, and other openings into the work area with polyethylene sheeting at least 6 mil in thickness, taped securely in place with duct tape. Maintain seal until all work including project decontamination is completed. C. Provide polyethylene sheeting barriers at least 6 mil in thickness as required to completely seal openings from the work area into adjacent areas. Seal the perimeter of all sheet plastic barriers with tape and /or spray adhesive. D. Install 1 layer of 6 mil polyethylene sheeting 4' up walls and immovable objects to act as a splash guard for the use of solvents on mastic. 04124198 01528 - 6 PRE# 11480 E. Disable ventilating systems or any other system bringing air into or out of the work area. Disable system by disconnecting wires, removing circuit breakers, by lockable switch or other positive means that will prevent accidental premature restarting of equipment. Coordinate mechanical lock-out with Owner's Consultant. 3.12 . STOP WORK A. If the critical or primary barrier fails or Is breached in any manner, Contractor shall stop work immediately and repair breached containment. Do not start work until containment is re-sealed. Notify Consultant of each and every incident. END'OF SECTION 01526 • 0412410 • •' • ' • • • • •• • ••,', • ••. • ' . • ; • ..• • , • , , • .• 1 SECTION 01560 WORKER PROTECTION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections, apply to work of this section. 1.02 DESCRIPTION OF WORK A. This section describes the equipment and procedures required for protecting workers against asbestos contamination and other workplace hazards except for respiratory protection. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Section 01562 - Respiratory Protection. 1.04 WORKER TRAINING A. All individuals working or supervising asbestos projects shall be certified as such in the state work is being conducted. 1.05 MEDICAL EXAMINATIONS A. Provide medical examinations for all workers who may encounter an airborne fiber level of 0.1 f /cc or greater for an 8 hour time weighted average. In the absence of specific airborne fiber data provide medical examination for all workers who will enter the work area for any reason. Examination shall as a minimum meet OSHA requirements as set forth in 29 CFR 1926, In addition, provide an evaluation of the individuals ability to work in environments capable of producing heat stress in the worker. If applicable. PART 2- PRODUCTS 2.01 PROTECTIVE CLOTHING A. Coveralls: Provided disposable full -body coveralls and disposable head covers, and require that they be worn by all workers in the work area. Provide a sufficient number for all required changes, for all workers and authorized visitors in the work area. B. Goggles: Provide eye protective (goggles) as required by OSHA for all workers involved in scraping, spraying, or any other activity which may potentially cause eye injury. C. Gloves: Provide work gloves to all workers and require that they be wom at all times in the work area. Dispose of asbestos contaminated waste at the end of the work. D. Boots: Provide work boots with non -skid soles for all workers. Do not allow boots to be removed from the work area for any reason without prior decontamination. 04/24/98 01560 -1 PRE# 11480 E. Hard Hats: Provide protective head gear as required by OSHA for all workers when overhead demolition is being performed. F. Protective clothing is to be worn whenever respiratory protection is required. G. Provide double layer suites (protective clothing) during glovebag and non - friable material abatement not performed within an enclosure and roof abatement. 2.02 ADDITIONAL PROTECTIVE EQUIPMENT A. Respirators, disposable coveralls, head covers, and footwear covers shall be provided by the contractor for the Owner, Project Consultant, and other authorized visitors who may inspect the project site. Provide two (2) respirators and six (6) complete coveralls and where applicable, six (6) respirator filter changes per day. PART 3 - EXECUTION 3.01 GENERAL A. Provide worker protection as required by the most stringent State OSHA, and /or EPA standards applicable to the work. The following procedures are minimums to be adhered to regardless of fiber count in the work area. B. Each time work area is entered remove all street clothes in the Changing Room of the Personnel Decontamination Unit and put on new disposable coverall, new head cover, foot cover and a clean respirator. 3.02 DECONTAMINATION PROCEDURES A. Require all workers to adhere to the following personal decontamination procedures whenever they leave the work area: B. Type "C" Supplied Air or Powered Air- Purifying Respirators. C. Require that all workers use the following decontamination procedure as a minimum requirement when ever leaving the work area: 1. When exiting area, remove disposable coveralls, disposable head covers, and disposable footwear covers or boots in the equipment room. 2. Still wearing respirators, proceed to showers. Showering is mandatory. Care must be taken to follow reasonable procedures in removing the respirator to avoid asbestos fibers while showering. The following procedure is required as a minimum: a. Thoroughly wet body including hair and face. If using a Powered Air - Purifying Respirator (PAPR) hold blower unit above head to keep canisters dry. 04/24/68 01680.2 PREW 11480 b. With respirator still in place thoroughly wash body, hair, respirator face piece, and all parts of the respirator except the blower unit and battery pack on a PAPR. Pay particular attention to seal between face and respirator and under straps. Take a deep breath, hold it and /or exhale slowly, completely wet hair, face, and respirator. While still holding breath, remove respirator and hold away from face before starting to breath. d. Carefully wash face piece of respirator inside and out. e. If using PAPR: shut down in the following sequence, first cap inlets to filter cartridges, then turn off blower unit (this sequence will help keep debris which has collected in the inlet side of filter from dislodging and contaminating the outside of the unit). Thoroughly wash blower unit and hoses. Carefully wash battery pack with wet rag. Be extremely cautious of getting water in battery pack as this will short out and destroy battery. D. Air Purifying - Negative Pressure Respirators; Require that all workers use the following decontamination procedures as a minimum requirement whenever leaving the work area with a half or full face cartridge type respirator: 1. When exiting area, remove disposable coveralls, disposable head covers, and disposable footwear covers or boots in the equipment room. 2. Still wearing respirators, proceed to showers. Showering is mandatory. Care must be taken to follow reasonable procedures in removing the respirator and filters to avoid asbestos fibers while showering. The following procedure is required as a minimum: a. Thoroughly wet body from neck down. b. Wet hair as thoroughly as possible without wetting the respirator filter if using an air purifying type respirator. c. Take a deep breath, hold it and /or exhale slowly, complete wetting of hair, thoroughly wetting face, respirator and filter (air purifying respirator). While still holding breath, remove respirator and hold it away from face before starting to breath. d. Dispose of wet filters from air purifying respirator. e. Shower completely with soap and water. f. Rinse thoroughly. g. Rinse shower room walls and floor prior to exit. h. Proceed from shower to Changing Room and change into street clothes or into new disposable work items. 04/24/18 01660 -3 PRE! 11480 3.03 WITHIN WORK AREA A. Require that workers NOT eat, drink, smoke, chew gum or Tobacco in the work area.. To eat, chew, drink or smoke, workers shall follow the procedure described above, then dress in street clothes before entering the non -work areas of the building. ENO OF SECTION 01560 SECTION 01562 RESPIRATORY PROTECTION PART 1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. 1.02 DESCRIPTION OF WORK A. Instruct and train each worker involved in asbestos abatement or maintenance and repair of friable asbestos - containing materials on proper respirator use and require that each worker always wear a respirator, properly fitted on the face in the work area from the start of any operations which may cause airborne asbestos fibers until the work area is completely decontaminated. Use respiratory protection appropriate for the fiber level encountered in the work place or as required for other toxic or oxygen - deficient situations encountered. 1.03 STANDARDS A. Expect to the extent that more stringent requirements are written directly into the Contract Documents, the following regulations and standards have the same force and effect (and are made a part of the Contract Documents by reference) as if copied directly into Contract Documents, or as if published copies were bound herewith. Where there is a conflict in requirements set forth in these regulations and standards, meet the more stringent requirement. 1. OSHA - U.S. Department of Labor Occupational Safety and Health Administration, Safety and Health Standards 29 CFR 1910, Section 1001 and Section 1910.134. 29 CFR 1926. 2. CGA - Compressed Gas Association, Inc., New York, Pamphlet G -7, "Compressed Air for Human Respiration ", and Specification G -7.1 "Commodity Specification for Air ". 3. CSA - Canadian Standard Association, Rexdal, Ontario, Standard Z180.1 -1978, "Compressed Breathing Air ". 4. ANSI - American National Standard Practices for Respiratory Protection, ANSI Z88.2 -1980. 5. NIOSH - National Institute for Occupational Safety and Health. 6. MSHA - Mine Safety and Health Administration. 1.04 SUBMITTALS A. Before Start of Work submit the following to the Owner's Consultant for review. Do not begin work until these submittals are returned with the Owner's Consultant's action stamp indicating that the submittal is returned for unrestricted use. B. Product Data: Submit manufacturer's product information for each component used, including NIOSH and MSHA Certifications for each component in an assembly and /or for entire assembly. 04124188 01662.1 PRE# 11480 C. System Diagram: When a Type "C" supplied air respiratory system is required by the work, submit drawing showing assembly of components into a complete supplied air respiratory system. Include diagram showing location of compressor, filter banks, backup air supply tanks, hose line connections in work area(s), routing of air lines to work area(s) from compressor. D. Operating Instruction: Submit complete operation and maintenance instructions for all components and systems as a whole. Submittal is to be in bound manual form suitable for field use. E. Respiratory Protection Program: Submit level of respiratory protection intended for each operation required by the project. Submit this information on the "Respiratory Protection Program" form at the end of this section. F. Historic Airborne Fiber Data: Submit airborne asbestos fiber count data from an independent air monitoring firm to substantiate selection of respiratory protection proposed. Data submitted shall include at least the following for each procedure required by the work: 1. Date of measurements. 2. Operation monitored. 3. Sampling and analytical methods used and evidence of their accuracy. 4. Number, duration and results of samples taken. G. Resume Information: Submit resume and information on training for individual monitoring the operation of supplied air respiratory systems. Submit training certifications where applicable. 1.05 AIR QUALITY FOR SUPPLIED AIR RESPIRATORY SYSTEMS A. Provide air used for breathing in Type "C" supplied air respiratory systems that meets or exceeds standards set for C.G.A. type 1 (Gaseous Air) Grade H or CSA Z190 -1 whichever presents the more stringent quality standard. B. Provide air used for breathing in Type "C" supplied air respiratory systems that meets or exceeds standards set for C.G.A, type 1 (Gaseous Air) Grade D: C. Submit test results of compressed air if compressors are used. D. Submit calibration Togs on CO2 Monitor. 1.06 ALLOWABLE CONTAMINANTS: A. The following table sets forth the quantity of any given contaminant allowed according to the referenced standards: CGA Contaminant Type 1 (Gaseous Air) CSA Grade D Grade E Grade H Z180.1 Carbon Monoxide, PPM /v 20 10 5 5 Carbon Dioxide, PPM /v 1,000 500 500 500 Condensed Hydrocarbons, 5 5 1 mg /m3 Gaseous Hydrocarbons as 10 25 methane, PPM /v Water Vapor, (1) (1) (1) 27 PPM /v - Dew Point -50 °F -50 °F -50 °F -63 °F Objectionable Orders None None None None Nitrogen Dioxide, PPM /v - 0,5 0.2 Nitrogen Oxide, PPM /v - 5 Sulfur Dioxide, PPM /v - 0.5 - Halogenated Solvents, PPM /v - 1 Other Gaseous Contaminants (2) Inorganic Particulates, mg /m3 1 - Indicates that the standard shows no limiting characteristics. (1) The CGA standards do not call out a specific moisture limit when the ambient temperature is above freezing. However, since a moisture content no greater than a -50 Degrees Fahrenheit dew point (66 PPM /v) Is necessary for carbon monoxide elimination, the CO limits could not be met unless the air were dried to a -50 Degrees Fahrenheit dew point or better. (2) Maximum allowable content of trichlorotrifluorethane, dichlorodifluoromethane, and chlorodifluoromethane is 2 PPM /v for each. Unlisted values (TLV's) for chemical substances in workroom air adopted by the American Conference of Governmental Industrial Hygienists (ACGIH). 1.07 DELIVERY A. Deliver replacement parts, etc., not otherwise labeled by NIOSH or MSHA to project site in manufacturer's containers. 1.08 AIR PURIFYING RESPIRATORS A. Respirator Bodies: Provide half face or full face type respirators. Equip full face respirators with a nose cup or other anti- fogging device as would be appropriate for use in air temperatures less than 32 degrees Fahrenheit. B. Filter Cartridges: Provide, at a minimum, HEPA type filters labeled with NIOSH and MSHA Certification for "Radio nuclides, Radon Daughters, Dust, Fumes, Mists including Asbestos - Containing Dust and Mists" and color coded in accordance with ANSI Z228.2 (1980). In addition, a chemical cartridge section may be added, if required, for solvents, etc., in use. In this case, provide cartridges that have each section of the combination canister labeled with the appropriate color code and NIOSH /MSHA Certification. 04124199 01662.3 PRE# 11480 C. Non - Permitted Respirators: Do not use single use, disposable or quarter face respirators. 1.09 SUPPLIED AIR RESPIRATOR SYSTEMS A. Provide equipment cable of producing air of the quality and volume required by the above referenced standards applied to the project site conditions and crew size. Comply with provisions of this specification if more stringent than the governing standard. B. Face Piece and Hose: Provide Full face piece and hose by same manufacturer that has been certified by NIOSH /MSHA as an approved Type "C" respirator assembly operating in pressure demand mode with a positive pressure face - piece. C. Auxiliary Backup System: In atmospheres which contain sufficient oxygen (greater than or equal to 19.5% oxygen) provide a pressure- demand full face piece supplied air respirator equipped with an emergency back up HEPA filter. D. Escape Air Supply: In atmospheres which are oxygen deficient (less than 19.5% oxygen) provide a pressure- demand full face piece supplied air respirator incorporation an auxiliary self- contained breathing apparatus (SCBA) which automatically maintains an uninterrupted air supply in pressure demand mode with a positive pressure face piece. E. Warning Device: Provide a warning device that will operate independently of the building's power supply. Locate so that alarm is clearly audible above the noise level produced by equipment and work procedures in use, in all parts of the work area and at the compressor. Connect alarm to warn of: 1. Compressor shut down or other fault requiring use of back up air supply, 2. Carbon Monoxide (CO) levels in excess of 5 PPM /v. F. Carbon Monoxide (CO) Monitor: Continuously monitor Carbon Monoxide (CO) levels. Connect monitors so that they also sound an alarm as specified under "Warning Devices ". G. Compressor Shut Down: Interconnect monitors, alarms and compressor so that compressor is automatically shut down and the alarms sounded if any of the following occur: 1. Carbon Monoxide (CO) concentrations exceed 5 PPM /v in the air line, 2. Compressor Temperature exceeds normal operating range. H. Compressor Motor: Provide a compressor driven by an electric motor. Do not use a gas or diesel engines to drive compressor. Insure that electrical supply available at the work site is adequate to energize motor. I. Compressor Location: Locate compressor outside of building in location that will not impede access to the building, and that will not cause a nuisance by virtue of noise or fumes to occupied portions of the building. J. Air Intake: Locate air intake remotely from any source of automobile exhaust or any exhaust from motors. or buildings. 04/24/98 01562 •4 PRE# 11480 I i fK. After Cooler: Provide an after cooler at entry to filter system which is capable of reducing temperatures to outside ambient air temperatures. fL. Self Contained Breathing Apparatus (SCBA): Configure system to permit the recharging of 1/2 hour 2260 PSI SCBA cylinders. IPART 3 - EXECUTION 1 3.01 GENERAL A. Respiratory Protection Program: Comply with ANSI Z88.2 - 1980 "Practices for Respiratory Protection" and OSHA 29 CFR 1910 AND 1926. B. Require that respiratory protection be used at all times that there is any possibility of disturbance of asbestos - containing materials whether intentional or accidental. C. Require that a respirator be worn by anyone in a work area at all times regardless of activity, during a period that starts with any operation which could cause airborne fibers until the area has been cleared for re- occupancy in accordance with Section 01714. D. Regardless of Airborne Fiber Levels: Require that the minimum level of respiratory protection used be half -face air- purifying respirators with high efficiency filters. E. Do not allow the use of single -use disposable, or quarter face respirators for any purpose. 3.02 FIT TESTING A. Perform at least qualitative fit- testing on all negative - pressure half -mask respirators every 6 months. A quantitative fit test must be provided every 6 months for any type of full -face negative air respirator including supplied air respirators that are equipped with an emergency backup HEPA filter. Submit quantitative fit test results for each worker. Provide fit testing as required, to Asbestos Consultant and other authorized visitors. B. On a Weekly Basis, check the fit of each worker's respirator by having irritant smoke blown into the seal of the respirator from a smoke tube. C. Upon Each Wearing: Require that each time an air - purifying respirator is put on, it be checked for fit with a positive and negative pressure fit test in accordance with the manufacturer's instructions or ANSI Z88.2 (1980). 3.03 TYPE OF RESPIRATORY PROTECTION REQUIRED A. Determine the proper level of protection by dividing the expected or actual airborne fiber count in the work area by the "protection factors" given below, unless more stringent respiratory protection is required in other sections of these specifications. The level of respirator, at the breathing zone of the wearer, at or below the permissible exposure limit (PEL) is the minimum level of protection allowed. 04124198 01662 .6 PRE# 11480 i B. Fibers: For purposes of this section fibers are defined as all fibers regardless of composition as counted in the OSHA Reference Method (ORM), NIOSH 7400 procedure, or asbestos fibers of any size as counted using either a scanning or transmission electron microscope. 3.04 RESPIRATORY PROTECTION FACTOR RESPIRATOR TYPE PROTECTION FACTOR Air Purifying: 10 Negative Pressure Respirator High Efficiency Filter Half Face Piece Air Purifying: Negative Pressure Respirator High Efficiency Filter Full Face Piece Powered -Air Purifying (PAPR): Positive Pressure Respirator High Efficiency Filter Half or Full Face Piece Type C Supplied air: Positive Pressure Respirator Continuous -Flow Half or Full Face Piece Type C Supplied Air: Positive Pressure Respirator Pressure Demand Full Face Piece Type C Supplied Air: Positive Pressure Respirator Pressure Demand Full Face Piece Equipped with an Auxiliary Positive Pressure Self- Contained Breathing Apparatus (SCBA) Self- Contained Breathing Apparatus (SCBA): Positive Pressure Respirator Pressure Demand Full Face Piece 3.05 AIR PURIFYING RESPIRATORS: 50 100 100 1000 over 1000 over 1.000 A. Negative Pressure - half or full face mask: Supply a sufficient quantity of respirator filters approved for asbestos, so that workers can change filters during the work day. Require that respirators be wet - rinsed, and filters discarded, each time a worker re- enters the work area. Store respirators and filters at the project site in the changing room and protect totally from exposure to asbestos prior to their use. 04/24/88 01562 -6 PRE* 11480 B. Powered Air Purifying - half or full face mask: Supply a sufficient quantity of the high efficiency respirator filters approved for asbestos so that workers can change filters at any time that flow through the face piece decreases to the level at which the manufacturer recommends filter replacement. Require that regardless of flow, filter cartridges be replaced after 40 hours of use. Require that HEPA elements in Titer cartridges be protected from wetting during showering. Require entire exterior housing of respirator including blower unit, filter cartridges, hoses and battery pack, face mask, belt, and cords to be washed each time a worker leaves the work area.. Caution should be used to avoid shorting battery pack during washing. Provide an extra battery pack for . each respirator to that one can be charging while one is in use. 3.06 TYPE "C" RESPIRATOR Air Systems Monitor: Continuously monitor the air system operation including compressor operation, filter system operation, backup and all warning and monitoring devices at all times that system Is in operation. Assign an individual trained, by manufacturer of equipment in use or by a Certified Industrial Hygienist, in the operation and maintenance of the system to provide this monitoring. Assign no other duties to this individual which will take him away from monitoring the air system. 3.07 RESPIRATORY PROTECTION PROGRAM A. Submit completed form "Respiratory Protection Program ", found at the end of this section, indication type of respiratory protection proposed for each portion of the work. B. Submit Contractor's "Respirator Protection Program ", 04/24/0 01562.7 RESPIRATORY PROTECTION PROGRAM: Project Name Location Date Based upon airborne asbestos -fiber counts encountered on previous projects of similar type working on materials similar to those found on the above referenced project. The following level of respiratory protection is proposed for the indicated operations to maintain an Airborne Fiber Count (as measured by NIOSH 7400 Method) below the specified Permissible Exposure Limit (PEL) inside the respirator face piece. Operation Anticipated f /cc Respiratory Protection Protection Factor f /cc in Mask Pre Cleaning Installing Critical Barriers Installing Sheet Plastic Removing Trim: Contact with ACM Removal of Acoustical Spray -on Finish Removal of Pipe Insulation Gross Debris Removal Cleaning Primary Sheet Plastic Cleaning Critical Barrier Removing Decon. Unit Disposal at Landfill Small Scale Work Other 04/24/88 01862.8 PRE# 11480 a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 The contractor certifies that to the best of his knowledge and belief the above represent a true and accurate representation of Airborne Fiber Counts to be expected for the operations indicated, and are based upon airbome fiber data from past projects with similar materials and operations. Contractor Signed by: Signature Date Print name Title 04/24/! END OF SECTION 01562 SECTION 01563 DECONTAMINATION UNITS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. 1.02 DESCRIPTION OF WORK A. Provide separate personnel and equipment decontamination facilities. Require that the Personnel Decontamination Unit be the only means of ingress and egress for the enclosed work area. Require that all materials exit the enclosed work area through the Equipment Decontamination Unit. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Refer to Section 01500 Temporary Facilities - Asbestos Abatement for electrical requirement and requirements relative to connection of decontamination facilities to facility systems such as water, sewer, and electrical. PART 2 - PRODUCTS 2.01 PRODUCTS A. Polyethylene Sheet: A single polyethylene film in the largest sheet size possible to minimize seams, 6.0 mils thick, clear. B. Tape: Provide duct tape in 2" or 3" widths as indicated, with an adhesive which is formulated to aggressively stick to sheet polyethylene. C. Spray Adhesive: Provide spray adhesive in aerosol cans which is specifically formulated to stick tenaciously to sheet polyethylene. D. Shower Pan: Provide one piece waterproof shower pan 4' x 8' by 6" deep. Fabricated from seamless fiberglass minimum 1/16" thick reinforced with wood, 18 gal. stainless steel with welded seams, or a seamless liner of minimum 60 mil thick rubber roofing. E. Shower Walls: Provide 8' long by approximately 7' high walls fabricated from rigid, impervious, waterproof material, either corrugated fiberglass roofing or equivalent. Structurally support as necessary for stability. Preformed shower pans may be used if approved by Consultant. F. Shower Head and Controls: Provide a factory made shower head producing a spray of water which can be adjusted for spray size and intensity. Feed shower with water mixed from hot and cold supply lines. Arrange so that control of water temperature, flow rate, and shut off is from inside shower without outside aid. 04124188 01563 -1 PRE# 11480 G. Filters: Provide cascaded filter units on drain lines from shower or any other water source carrying asbestos contaminated water from the work area. Provide units with disposable filter elements as indicated below. Connect so that discharged water passes primary filter and output of primary filter passes through secondary filter. 1. Primary Filter: Pass particles 20 microns and smaller 2. Secondary Filter: Pass particles 5 microns and smaller H. Aqua -Hog or Approved Equal: Waste water filtration device. I. Hose Bibs: Provide heavy bronze angle type with wheel handle, vacuum breaker, and 3/4" National Standard male hose outlets. J. Shower Stall: For Wash Down Station provide leak tight shower enclosure with integrated drain pan fabricated from fiberglass or other durable waterproof material, approximately 3' x 3' square with a minimum 6' high sides and back. Structurally support as necessary for stability. Equip with hose bib, as specified In this section, mounted at approximately 4' -0" above drain pan. Connect drain to a reservoir, pump water from reservoir through filter to drain or store and use for amended water. Mount filter inside shower stall on back wall beneath hose bib. K. Lumber: Provide kiln dried lumber. PART 3 - EXECUTION 3.01 PERSONAL DECONTAMINATION UNIT A. Provide a Personnel Decontamination Unit consisting of serial arrangement of connecting rooms or spaces, Changing Room, Shower Room, Equipment Room. Require all persons without exception to pass through this decontamination unit for entry into and exiting from the work area for any purpose. Do not allow parallel routes for entry or exit. Do not remove equipment or materials through Personnel Decontamination Unit. Provide temporary lighting within decontamination units as necessary to reach a lighting level of 100 foot candles. B. Changing Room (clean room): Provide a room that is physically and visually separated from the rest of the building for the purpose of changing into protective clothing. Construct using polyethylene sheeting, at least 6 mil in thickness, to provide an airtight seal between the Changing Room and the rest of the building. Locate so the access to Work Area from Changing Room is through Shower Room. Separate Changing Room from the building by a sheet of polyethylene flapped doorway. C. Require workers to remove all street clothes in this room, dress in clean disposable coveralls, and don respiratory protection equipment. Do not allow asbestos contaminated items to enter this room. Require Workers to enter this room either from outside the structure dressed in street clothes, or naked from the showers. D. An existing room may be utilized as the Changing Room if it Is suitably located and of a configuration whereby workmen may enter the Changing Room directly from the Shower Room. Protect all surfaces of room with plastic as set forth in Section 01526 - Temporary Enclosures. 04/24/98 01583 - 2 PRE# 11480 1 T I 1 1 E. Authorization for this must be obtained from the Owner's Consultant in writing prior to start of construction. F. Maintain floor of changing room dry and clean at all times. Do not allow overflow water from shower to wet floor in changing room. G. Damp wipe all surfaces twice after shift change with a disinfectant solution. H. Provide a continuously adequate supply of bath towels. I. Provide posted information for all emergency phone numbers and procedures. J. Provide one (1) storage locker per employee. K. Shower Room: Provide a completely water tight operational shower to be used for transit by cleanly dressed workers heading for the Work Area from the Changing Room, or for showering by workers headed out of the Work Area after undressing in the Equipment Room. L. Construct room by providing a shower pan and 2 shower walls in a configuration which will cause water running down walls to drip into pan. Install a freely draining wooden floor in shower pan at elevation of top of pan. 1. Separate this room from the rest of the building with air tight walls fabricated of 6 mil polyethylene. 2. Separate this room from the Changing Room and Equipment Rooms with air tight walls fabricated of 6 mil polyethylene. M. Provide splash proof entrances to Changing Room and Equipment Rooms with 2 doors arranged in the following configuration: N. At each entrance to the Shower Room construct a door from out of 2 X 4 lumber with 1 1/2" jambs (sides) and a 1 1/2" head (top) and sill (bottom). Attach to this door frame two overlapping flaps of rubber roofing material, fastened at the head (top) and jambs (sides) (by clamping between a 1 1/2" x 3/4" batten and frame,) Overlap the flaps a minimum of 6" in a direction that presents a shingle -like configuration to the water stream from the shower. Overall sill (bottom) by 1 1/2" minimum. Arrange so that any air movement in and out of the Work Area will cause the flaps to seal against the door frame. O. At 1" toward shower from each entrance to the Shower Room construct a second 2 X 4 door head (top). Attach to this door head a one piece flap of rubber roofing material, fastened at the top (by clamping between a 1 1/2" x 3/4" batten and head), overlapping onto each side of shower unit by 1 1/2" and stopping 1" clear of shower floor. P. Provide shower head and controls. Q. Provide temporary extensions of existing hot and cold water, add drainage as necessary for a complete and operable shower. R. Provide a soap dish and a continuously adequate supply of soap and maintain in sanitary condition. 04/24/98 01563 - 3 PRE# 11480 S. Arrange so that water from showering does not splash into the Changing Room or Equipment Rooms. T. Arrange water shut off and drain pump operation controls so that a single individual can shower without assistance from either inside or outside of the work area. Provide flexible hose shower head. U. Pump waste water to drain or to storage for use in amended water. If pump to drain, provide 20 micron and 5 micron waste water filters in line to drain or waste water storage. Change filters daily or more often if necessary. Locate filters inside shower unit so that water lost during filter changes is caught by shower pan. V. Provide Hose Bib. W. Equipment Room (contaminated area): Require work equipment, footwear and additional contaminated work clothes to be left here. This is a change and transit area for workers. X. Separate this room from the work area by 6 mil polyethylene flap doorway. 1. Separate this room from the rest of the building with air tight walls fabricated of 6 mil polyethylene. 2. Separate this room from the Shower Room and Work Area with air tight walls fabricated of 6 mil polyethylene. Y. Work Area: Separate work area from the Equipment Room by polyethylene barriers. If the airborne asbestos level in the work area is expected to be high, as in dry removal, add an intermediate cleaning space between the Equipment Room and the Work area. Damp wipe clean all surfaces after each shift change. Provide one additional floor layer of 6 mil polyethylene per shift change and remove contaminated layer after each shift. 3.02 CONSTRUCTION A. Walls and Ceiling: Construct air tight walls and ceiling using polyethylene sheeting, at least 6 mil in thickness. Attach to existing building components or a temporary framework. B. Floors: Use 2 layers (minimum) of 6 mil polyethylene sheeting to cover floors in the Equipment, Shower, (underneath shower pan), and Changing Rooms. Provide an additional layer in the Equipment Room for every shift change expected. Roll one layer of plastic from Equipment Room into Work Area after each change shift. Provide a minimum of two (2) layers of plastic at all times. Use only clear plastic to cover floors, C. Doors: Fabricated from overlapping sheets with openings a minimum of three feet (3) wide. Configure so that sheeting overlaps adjacent surfaces. Weight sheets at bottom as required so that they quickly close after being released, Put arrows on sheets to indicate directions of overlap and /or travel. Provide a minimum of six feet (6') between entrance and exit of any room. D. If the decontamination area is located within an area containing friable asbestos on overhead ceilings, ducts, piping, etc., provide the area with a minimum 1/4 inch hardboard or 1/2 inch plywood "ceiling" with polyethylene sheeting, at least 4 mil in thickness covering the top of the "ceiling ". 04/24/98 01663.4 PRE# 11480 E. Visual Barrier: Where the decontamination area is immediately adjacent to and within view of occupied areas, provide a visual barrier of opaque polyethylene sheeting at least 4 mil in thickness so that worker privacy is maintained and work procedures are not visible to building occupants. Where the area adjacent to the decontamination area is accessible to the public, construct a solid barrier with wood or metal studs covered with a minimum 1/4 inch thick hardboard or 1/2 inch plywood. Where the solid barrier is provided, sheeting need not be opaque. F. Alternate methods of providing decontamination facilities may be submitted to the Owner's Consultant for approval. Do not proceed with any such method(s) without written authorization of the Owner's Consultant. G. Electrical: Provide Subpanel at Changing Room to accommodate all removal equipment. Power Subpanel directly from a contractor's supplied electrical panel. Connect all electrical branch circuits in decontamination unit and particularly any pumps in Shower Room to a ground -fault circuit protection device. 3.03 DECONTAMINATION SEQUENCE A. Entering Work Area: 1. Worker enters Changing Room and removes street clothing, puts on clean disposable overalls and respirator, and passes through the Shower Room into the Equipment Room. 2. Any additional clothing or equipment left in Equipment Room needed by the worker are put into the Equipment Room. 3. Worker proceeds to Work Area. B. Exiting Work Area: 1. Before leaving the work area, require the worker to remove all gross contamination and debris from overalls and feet. The worker then proceeds to the Equipment and removes all clothing except respiratory protection equipment. Extra work clothing may be stored in contaminated end of Equipment Room. Disposable coveralls are placed in a bag for disposal with other material. Decontamination procedures found in Section 01560 shall be followed by all individuals leaving the work area. 2. After showering, the worker moves to the Changing Room and dresses in either new coveralls for another entry or street clothes if leaving. 3.04 EQUIPMENT DECONTAMINATION UNITS A. Provide an Equipment Decontamination Unit consisting of a serial arrangement of rooms, Clean Room, Holding Room, Wash Room for removal of equipment and material from work area through Equipment Decontamination Unit. B. Wash Down Station: Provide an enclosed shower unit located in work area just outside of Wash Room as an equipment, bag and container cleaning station. 04/24188 01663 -6 PRE,' 11480 C. Wash Room: Provide Wash Room for cleaning of bagged or contained asbestos - containing waste materials passed from the work area. D. Construct wash room of 2X4 wood framing and polyethylene sheeting, at least 6 mil in thickness and located so that packaging materials, after being wiped clean can be passed to the Holding Room. Separate this room from the work area by a single flap of 6 mil polyethylene sheeting. E. Holding Room: Provide Holding Room as a drop location for bagged asbestos - containing materials passed from the Wash Room. Construct the Holding Room of 2X4 framing and polyethylene sheeting, at least 6 mil in thickness and located so that bagged materials cannot be passed from the Wash Room through the Holding Room to the Clean Room. Separate this room from the adjacent rooms by double flaps fabricated from 6 mil polyethylene sheeting. F. Clean Room: Provide Clean Room to isolate Holding Room from the facility exterior. Construct Clean Room of 2X4 wood framing and polyethylene sheeting, at least 6 mil In thickness and located to provide access to the holding room from the exterior by a single flap of 6 mil polyethylene sheeting. G. Equipment and Materials: Take all equipment or material from the work area through the Equipment Decontamination Unit according to the following procedure: 1. At washdown station, thoroughly wet -clean contaminated equipment or sealed polyethylene bags and pass into Wash Room. 2. When passing equipment or containers Into the Wash Room, close all doorways of the Equipment Decontamination Unit, other than the doorway between the Wash Down Station and the Wash Room. Keep all outside personnel clear of the Equipment Decontamination Unit. 3. Once inside the Wash Room, wet -clean the bags and /or equipment. 4. When cleaning Is complete pass items into Holding Room. Close all doorways except the doorway between the Holding Room and the Cleaning Room. 5. Workers from the building exterior enter Holding Area and remove decontaminated equipment and /or containers for disposal. 6. Require these workers to wear full protective clothing and wearing appropriate respiratory protection. 7. At no time is a worker from an uncontaminated area to enter the enclosure when a removal worker is inside. 3.05 CLEANING OF DECONTAMINATION UNITS A. Clean debris and residue from inside the Decontamination Units on a daily basis or as otherwise indicated on contract drawings. Damp wipe or hose down all surfaces after each shift change. Clean debris from shower pans on a daily basis. 04/24/88 01883.8 PRE 11480 B. If the Changing Room of the Personnel Decontamination Unit becomes contaminated with asbestos-containing debris, abandon the entire decontamination unit and erect a new decontamination unit. Use the former Changing Room as an inner section of the new Equipment Room. 3.06 SIGNS A. Post an approximately 20 inch by 14 inch manufactured caution sign at each entrance to the work area displaying the following legend with the letter sizes and styles of a visibility required by 29 CFR 1926. END OF SECTION 01563 SECTION 01700 PROJECT CLOSE -OUT PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. 1.02 DESCRIPTION OF REQUIREMENTS A. Definitions: Project Close -Out is the term used to describe certain collective project requirements, indicating completion of the Work, that are to be fulfilled near the end of the Contract time in preparation for final acceptance and occupancy of the Work by the Owner, as well as final payment to the Contractor and the normal termination of the Contract. B. Specific requirements for individual units of work are included In the appropriate sections in Divisions 2 through 16. C. Time of close -out is directly related to "Substantial Completion "; therefore, the time of close -out may be either a single time period for the entire Work or a series of time periods for individual elements of the Work that have been certified as substantially complete at different dates. This time variation, if any, shall be applicable to the other provisions of this section. PART2- PRODUCTS Not Used PART 3 - EXECUTION 3.01 PREREQUISITES TO SUBSTANTIAL COMPLETION A. General: Complete the following before requesting the Owner's Consultant to inspect for certification of substantial completion, either for the entire work or for portions of the work. Include list of known exceptions. B. In the progress payment request that coincides with, or is the first request following, the date substantial completion is claimed, show either 100% completion for the portion of the Work claimed as "substantially complete ", or list incomplete items, the value of incomplete work, and any reasons for the Work being incomplete. C. Include supporting documentation for completion as indicated In these contract documents. 1. Submit a statement showing an accounting of changes to the Contract Sum. 2. Advise Owner of pending insurance change -over requirements. 04/24/98 01700 -1 PRE# 11480 D. Inspection Procedures: Upon receipt of Contractor's request for inspection, the Owner's Consultant will either proceed with inspection or advise Contractor of unfulfilled prerequisites. E. Following initial inspection, Owner's Consultant will either prepare the certificate of substantial completion, or will advise the Contractor of work which must be performed before the certificate will be issued. The Owner's Consultant will repeat the inspection when requested and when assured that the Work has been substantially completed. F. Results of the completed inspection will form the initial "punch -list" for final acceptance. 3.02 PREREQUISITES TO FINAL ACCEPTANCE A. General: Complete the following before requesting the Owner's Consultant's final inspection for certification of final acceptance, and final payment. List known exceptions, if any, In request: 1. Submit the final payment request with final releases and supporting documentation not previously submitted and accepted. 2. Submit an updated final statement, accounting for final changes to the Contract Sum. 3. Submit a copy of the Consultant's final punch list of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance and has been endorsed and dated by the Owner's Consultant and the Owner. B. Re- inspection Procedure: The Owner's Consultant will re- Inspect the Work upon receipt of the Contractor's notice that the Work, including punch -list items resulting from earlier inspections, has been completed, except for those items whose completion has been delayed because of circumstances that are acceptable to the Owner's Consultant. C. Upon completion of re- inspection, the Owner's Consultant will either prepare a certificate of final acceptance, or will advise the Contractor of work that is incomplete or of obligations that have not been fulfilled, but are required for final acceptance. D. If necessary, the re- inspection procedure will be repeated. 3.03 RECORD DOCUMENT SUBMITTALS A. General: Specific requirements for record documents are indicated in the individual sections of the specifications. Other requirements are indicated in the General Conditions. General submittal requirements are indicated in "submittals" section. 1. Do not use record documents for construction purposes; protect from deterioration and Toss in a secure, fire - resistive location; provide access to record documents for the Owner's and Owner's Consultant reference during normal working hours. 04/24/98 01700 - 2 PRE/4 11480 1 1 1 i 1 1 i 1 1 i B. Miscellaneous . Record Submittals: Refer to other sections of these specifications for requirements of miscellaneous record - keeping and submittals in connection with the actual performance of the Work. Immediately prior to the date or dates of substantial completion, complete miscellaneous records and place in good order, properly identified and filed, ready for continued use and reference. Submit to the Owner's Consultant for inclusion in the project manual for Owner's records. 3.04 FINAL CLEANING A. General: Special cleaning requirements for specific units of Work are included in the appropriate sections of Divisions 2 through 16. General cleaning during the regular process of the Work is required by the General Conditions and is included under section "Temporary Facilities ". B. Cleaning: Provide final cleaning of the Work at the time indicated. Complete the following cleaning operations before requesting the Owner's Consultant inspection for certification of substantial completion. 1. Clean project site (yard and grounds), including landscaped areas, of litter and foreign substances left during the course of the work. 2. Sweep paved areas which have been effected by the Work to broom -clean condition; remove stains, petrochemical spills and other foreign deposits left by the Work. END OF SECTION 01700 04124198 RES. SECTION 01711 PROJECT DECONTAMINATION PART1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. 1.02 DESCRIPTION OF REQUIREMENTS A. General: Decontamination of the work area following asbestos abatement. 1. If the asbestos abatement work is on damaged or friable materials, then the facility space is deemed contaminated before start of the work and in need of decontamination. In this case the work is a four step procedure with two cleanings of the primary barrier plastic prior to its removal and two cleanings of the room surfaces to remove any new or existing contamination. 2. If the asbestos abatement work is on undamaged and non - friable materials, then the facility space is deemed uncontaminated before start of the work. The decontamination procedure in this case is a two step procedure with two cleanings of the primary barrier plastic to remove contamination, thus preventing contamination of the facility when the work area isolation barriers are removed. 3. Requirements of this section apply only when a negative pressure enclosure is used. Otherwise, Contractor is to clean all visible debris. 4. If approved by Consultant, one cleaning of the primary plastic barrier, followed by encapsulation of the plastic barrier, after visual inspection and approval by Consultant, may be substituted for the first paragraph, the requirements of the second paragraph may be waived by Owner. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Removal of gross debris is integral with the performance of abatement work and as such is specified in the appropriate work section(s) of these specifications: 1. Section 02080 - Removal of Asbestos- containing Materials B. Work Area Clearance: Air testing and other requirements which must be met before release of Contractor and re- occupancy of the work area are specified In Section 01714 - Work Area Clearance. PART 2 - PRODUCTS Not Used 04/24/98 01711 7 1 PRE# 11480 PART 3 - EXECUTION 3.01 GENERAL A. Work of This Section: Includes the decontamination of air in the work area which has been, or may have been contaminated by the elevated airborne asbestos fiber levels generated during abatement activities, or which may previously have had elevated fiber levels due to friable asbestos contaminating material in the space. B. Work of This Section: Includes the cleaning, decontamination, and removal of temporary facilities installed prior to abatement work, including: 1. Primary and critical barriers erected by work of Section 01526. 2. Decontamination unit erected by work of Section 01563. 3. Negative pressure system installed by work of Section 01513. C. Work of This Section: Includes cleaning, and decontamination of all surfaces (pipes, tanks, etc.) of the Work Area, and all furniture or equipment in the Work Area. 3.02 START OF WORK A. Previous Work: During completion of the asbestos abatement work specified in other sections, the Secondary Barrier of polyethylene sheeting will have been removed and disposed of along with any gross debris generated by the asbestos abatement work. B. Start of Work: Work of this section begins with the cleaning of the Primary Barrier. At start of work the following will be in place: 1. Primary Barrier: Two layers of polyethylene sheeting on floor and one layer on walls. 2. Critical Barrier which forms the sole barrier between work area and other portions of the building or the outside. 3. Critical Barrier Sheeting over lighting fixtures and clocks, ventilation openings doorways, convectors speakers and other openings. 4. Decontamination Unit: for personnel in operating condition. 5. Negative Pressure System: maintain in continuous operation. 3.03 ADDITIONAL CLEANING A. Note: Consultant may approve alternate decontamination procedures, such as encapsulating the plastic, which may render the requirements of this section, and the final cleaning section below, moot. B. Additional Cleaning: Carry out a additional cleaning of all surfaces in the work area in the same manner as the first cleaning immediately after removal of primary plastic. This cleaning is now being applied to existing room surfaces. Take care to avoid water marks or other damage to surfaces. 04124/88 01711 - 2 PRO 11480 3.04 VISUAL INSPECTION A. Perform a complete visual inspection of the entire work area including: decontamination 1 unit, all plastic sheeting, seals over ventilation openings, doorways, windows, and other openings; look for debris from any sources, residue on surfaces, dust or other matter. If any such debris, residue, dust or other matter is found repeat final cleaning and continue 1 decontamination procedure from that point. When the area is visually clean, complete the certification at the end of this section. Visual inspection is not complete until confirmed in writing, on the certification, by Project Consultant. 3.05 FINAL AIR SAMPLING A. Phase Contrast Microscopy (PCM): After the work area is found to be visually clean, air samples will be taken and analyzed in accordance with the procedure for phase contrast microscopy set forth in section 01714: 1. If release criteria are not met, repeat final cleaning and continue decontamination procedure from that point. 2) If release criteria is met, remove the interior of the decontamination unit leaving in place only the critical barriers separating the work area from the rest of the building and the operation negative pressure system. B. Any small quantities of residual material found upon removal of the plastic sheeting shall be removed with a HEPA filtered vacuum cleaner and local area protection. If significant quantities, as determined by the Owner's Consultant, are found then the entire area affected shall be decontaminated as specified herein for the final cleaning. C. Transmission Electron Microscopy (TEM): Is not required for this contract. 3.06 COMPLETION OF ABATEMENT WORK A. Seal negative air machines with 6 mil polyethylene sheet and duct tape to form a tight seal at intake end before being moved from work area. B. Asbestos abatement work is complete upon meeting the work area clearance criteria and fulfilling the following: 1. Remove all equipment, materials, debris from the work site. 2. Dispose of all asbestos - containing waste material as specified in Section 02084. 3. Repair or replace all interior finishes damaged during the course of asbestos abatement work. C. Fulfill Project Close -Out Requirements of Section 01712. 3.07 CERTIFICATE OF VISUAL INSPECTION A. Following this section is a "Certificate of Visual Inspection ". This certification is to be completed by the Contractor and certified by the Project Consultant. Submit completed certificate with application for final payment. Final payment will not be made until this certification is executed. 04/24/98 01711 -3 PRO 11480 CERTIFICATION OF VISUAL INSPECTION (FORM) In accordance with Section 01711 "Project Decontamination" the contractor hereby certifies that he has visually inspected the work area (all surfaces including pipes, beams, ledges, walls, ceiling and floor, decontamination unit, sheet plastic, etc.) and has found no dust, debris or residue. By: (Signature) Date (Print Name) (Print Title) 3.08 PROJECT CONSULTANT CERTIFICATION 04/24/88 The Project Consultant hereby certifies that he has accompanied the contractor on his visual inspection and verifies that this inspection has been thorough and to the best of his knowledge and belief, the contractor's certification above is a true and honest one. By: (Signature) Date (Print Name) (Print Title) END OF SECTION 01711 5 SECTION 01712 CLEANING AND DECONTAMINATION PROCEDURES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. I^ 1.02 DESCRIPTION OF THE WORK A. This section sets forth the extent of cleaning and decontamination work as described in Section 01010 - Summary of Work. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Work Area Clearance: Visual or Section 01714 as applicable. PART- PRODUCTS Not Used PART - EXECUTION 3.01 GENERAL A. Complete the following before start of work of this section: 1. 01527 Local Area Protection 2. 01562 Respiratory Protection 3. 01560 Worker Protection 3.02 REMOVAL OF ASBESTOS - CONTAINING DEBRIS A. Work of this section is limited to the clean up of a small quantity of amassed debris which has fallen from equipment and damaged tanks. B. Remove asbestos- containing debris and decontaminate the area involved using the following sequence: 1. Isolate the work area with barrier tape and warning signs. 2. Remove all small debris with the HEPA vacuum. 3. HEPA vacuum surfaces of all pieces too large to be removed by the suction of the HEPA vacuum. 04124188 01712.1 PRE# 11410 Pick up such pieces and place in the bottom of a 6 mil polyethylene disposal bag conforming to the requirements of Section 02084 - Disposal of Asbestos Containing Materials of these specifications. Place pieces in the bag without dropping and avoiding unnecessary disturbance and release of material. 5. Remove all remaining visible debris with HEPA vacuum. HEPA vacuum an area 3 feet beyond the location in which any visible debris was found in two directions each at right angle to the other. 7. Place a 6 mil polyethylene drop cloth in accordance with Section 01527 - Local Area Protection, immediately on top of the HEPA vacuumed area before performing any repair work on site from which fall -out occurred. 8. HEPA vacuum the site from which material fell removing all loose material which can be removed by the vacuum suction. 9. Repair or remove remaining material. END OF SECTION 01712 1 t SECTION 01714 WORK AREA CLEARANCE PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. 1.02 CONTRACTOR RELEASE CRITERIA r A. The Work is Complete when the work area is visually clean and airborne fiber levels have been reduced to the level specified below. 1.03 AIR MONITORING A. To determine if the elevated air borne fiber counts encountered during abatement operations have been reduced to the specified level, the Owner will secure samples and analyze them according to the following procedures. B. Fibers Counted: "Fiber" referred to in this section shall be either all fibers regardless of composition as counted in the NIOSH 7400 and /or OSHA Reference Method Procedures for asbestos fibers of any size as counted using a Transmission Electron Microscope. ( PART 2 - PRODUCTS ( Not Used 1 PART 3 - EXECUTION 3,01 AGGRESSIVE SAMPLING A. Required on this project for all full containment areas where work is performed within a negative pressure enclosure. 3.02 SCHEDULE OF AIR SAMPLES A. General: The number and volume of air samples taken and analytical methods used by owner will be in accordance with the following schedule. Sample volumes given may vary depending upon the analytical instruments used. 3.03 PHASE CONTRAST MICROSCOPY A. In each homogeneous work area after completion of all cleaning work, a minimum of 5- 13 samples will be taken and analyzed as follows, as directed by Industrial Hygienist or Owner: 04/24/88 01714 -1 PRE# 11480 Location Number Detection Minimum Rate Sampled of Limit Volume LPM Samples Fibers /cc (liters) Each Work 5 -13 0.01 1200 2 -10 B. Analysis: Fibers on each filter will be measured using OSHA Reference Method (ORM) procedures or NIOSH 7400. C. Release Criteria: Decontamination of the work site is complete when every work area sample is below the Detection Limit above. If any sample is above the Detection Limit then the decontamination is incomplete and re- cleaning per section 01710 is required. 3.04 LABORATORY TESTING A. The service of a testing laboratory will be employed by the Consultant to perform laboratory analysis of the air samples. A microscope and technician will be setup at the project site, so that verbal reports on air samples can be obtained immediately. A complete record, certified by the testing laboratory, of all air monitoring tests and results will be furnished to the Owner's Representative, the Owner and the Contractor. In the event the initial clearance samples indicate the work area 1s not clean, or during the course of removal of the enclosure barriers bulk ACM is discovered, or in the event any other action or inaction by Contractor, whether or not Contractor is solely negligent, is such that additional clearance samples are required, Contractor shall bear the cost of this additional air monitoring. 3.05 CLEARANCE CRITERIA A, Each individual work area shall be considered clean when all clearance samples drawn in that work area indicate Tess than 0.01 f /cc airborne concentration of fibers. END OF SECTION 01714 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( SECTION 02080 (( REMOVAL OF ASBESTOS - CONTAINING MATERIALS IPART 1- GENERAL 1.01 RELATED DOCUMENTS fA. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Installation of Critical and Primary Barriers, and work area isolation procedures are set forth in Section 01526. ( B. Project Decontamination procedures after removal of the secondary barrier are specified Ij in Section 01711, C. Disposal of asbestos - containing waste is specified in Section 02084. D. Encapsulation of the substrate is in accordance with applicable law, Section 09905. ` 1.03 SUBMITTALS A. Before Start of Work: Submit the following to the Consultant and the Owner's Representative for review. Do not start work until these submittals are returned with Owner's Representative's action stamp indicating that the submittal is returned for unrestricted use. ' B. Surfactant: Submit product data, use instructions and recommendations form manufacturer of removal encapsulant intended for use. Include data substantiating that material complies with requirements. 1 C. NESHAP Certification: Submit certification form manufacturer of surfactant or removal encapsulant that, to the extent required by this specification, the material, if used in accordance with manufacturer's instructions, will wet asbestos- containing materials to I which it is applied as required by the National Emission Standard for Hazardous Pollutants (NESHAP) Asbestos Regulations (40 CFR 61, Subpart M). D. Material Safety Data Sheet: Submit the Material Safety Data Sheet, or equivalent, in accordance with the OSHA Hazard Communication Standard (29CFR 1910.1200) for each surfactant and encapsulation material proposed for use on the work. E. Include a separate attachment for each sheet indicating the specific worker protective equipment proposed for use with the material indicated. 1 04/24/98 02080 -1 PRE9 11480 PART 2- PRODUCTS 2.01 PRODUCTS A. Wetting Materials: For wetting prior to disturbance of asbestos - containing materials use either amended water or a removal encapsulant: 1. Amended Water: Provide water to which a surfactant has been added. Use a mixture of surfactant and water which results in wetting of the asbestos - containing material and retardation of fiber release during disturbance of the material equal to or greater than that provided by the use of one ounce of a surfactant consisting of 50% polyoxyethylene ester and 50% polyoxyethylene ether mixed with five gallons of water; OR 2. Removal Encapsulant: Provide a penetrating type encapsulant designed specifically for removal of asbestos - containing material. Use a material which results In wetting of the asbestos - containing material and retardation of fiber release during disturbance of the material equal to or greater than that provided by water amended with surfactant consisting of 50% polyoxyethylene ester and 50% polyoxyethylene ether mixed with five gallons of water. B. Polyethylene Sheet: A single polyethylene film in the largest sheet size possible to minimize seams, 6.0 mils thick clear. C. Tape: Provide tape in 2" or 3" widths as indicated, with an adhesive which is formulated to aggressively stick to sheet polyethylene. D. Spray Cement: Provide spray adhesive In aerosol cans which is specifically formulated to stick tenaciously to sheet polyethylene. E. Disposal Bags: Provide 6 mil thick leak -tight polyethylene bags labeled as required by applicable law and regulation. PART 3 - EXECUTION 3.01 SECONDARY BARRIER A. Secondary Barrier: Over the Primary Barrier, install a clear 6 mil sheet plastic on walls and ceilings in all areas where asbestos removal work is to be carried out. 3.02 WORKER PROTECTION A. Before beginning work with any material for which a Material Safety Data Sheet has been submitted provide workers with the required protective equipment. Require that appropriate equipment be used at all times. 3.03 WET REMOVAL A. Thoroughly wet to satisfaction of Consultant asbestos - containing materials to be removed prior to stripping and/or tooling to reduce fiber dispersal into the air. Accomplish 04/24/98 02080 - 2 PRE 11480 wetting by a fine spray (mist) of amended water or removal encapsulant. saturate material sufficiently to wet to the substrate without causing excess dripping. Allow time for water or removal encapsulant to penetrate material thoroughly. If amended water is used, spray material repeatedly during the work process to maintain a continuously wet condition. If a removal encapsulant is used, apply in strict accordance with manufacturer's written instructions. Perforate outer covering of any installation which has been painted and /or jacketed in order to allow penetration of amended water or removal encapsulant, or where necessary, carefully strip away while simultaneously spraying amended water or removal encapsulant on the installation to minimize dispersal of asbestos fibers into the air. B. Mist work area continuously with amended water whenever necessary to reduce airborne fiber levels. C. Remove saturated asbestos - containing material in small sections from all areas. Do not allow material to dry out. As it is removed, simultaneously pack material while still wet into disposable bags. Twist neck of bags, bend over and seal with minimum three wraps of duct tape. Clean outside and move to washdown station adjacent to material decontamination unit. D. Acoustical Materials: Spray -on asbestos acoustical finish with a fine mist of amended water or removal encapsulant. Allow sufficient time for amended water or removal encapsulant to saturate materials to substrate. Do not over saturate to cause excess dripping. Scrape materials form substrate. Remove materials in manageable quantities and control the decent to staging or the floor below. If using amended water, spray mist the surface continuously during the work process. Remove residue remaining on the substrate using stiff nylon bristled hand brush. If a removal encapsulant is used, remove the residue completely before the encapsulant dries. If the substrate dries before the complete removal of the residue, re -wet with amended water or removal encapsulant. E. Pipe Insulation: Spray with a mist of amended water or removal encapsulant. AIIow amended water or removal encapsulant to saturate material to substrate. If a removal encapsulant is used, use in strict accordance with manufacturer's instructions. Cut bands holding performed pipe insulation, slit jackets at seams, remove and hand -place in a disposal bag. Remove project molded fitting insulation in chunks and hand place in a disposal bag. Do not drop to floor. Remove any residue on pipe or fitting with stiff bristle nylon hand brush. In locations where pipe fitting insulation is removed from pipe with straight runs insulated with fibrous glass or other non asbestos - containing fibrous material, remove fibrous material 6" form the point where it contacts the asbestos - containing insulation. F. Flooring Materials: Sheet vinyl, VAT and mastic, leveling compound, etc. 1. Use methods as described above for wetting. All efforts shall be made to avoid breaking of material and releasing fiber. Mechanical methods of removal are allowable by the Consultant as long as work is performed within a negative pressure enclosure. Where mechanical methods such as drills, saws, etc. are necessary, all efforts shall be made to control dust including engineering controls as specified. 2. Do not allow asbestos waste material to accumulate. 04124188 02080 - 3 PRE# 11480 3. When using solvents for removal of mastics and adhesives, insure proper respiratory protection and ventilation of work area and adjacent areas. Comply with the manufacturer procedures. To be approved by Owner. 4. Follow procedures for project decontamination as specified. G. Non Friable Materials: 1. This section shall apply to Cement Asbestos Roof Shingles, Cement Asbestos Board Panels, Window Glazing Putty /Compound and undamaged Flexible Duct Connectors. 2. Clean and isolate the work areas. 3. Wet all asbestos - containing materials with an amended water solution using equipment capable of providing a fine spray mist, in order to reduce airborne fiber concentrations when the material is disturbed. Saturate the material to the substrate to the extent feasible, however, do not allow excessive water to accumulate in the removal area, Keep all removed material wet enough to prevent fiber release until it can be containerized for disposal. If removal area temperatures are below 32 degrees Fahrenheit and amended water is subject to freezing, dry removal permits and procedures must be utilized. Maintain a high humidity in the removal area by misting or spraying to assist in fiber settling and reduce airborne concentrations. Wetting procedures are not equally effective on all types of asbestos - containing materials but shall none the less be used in all cases. 4. Remove any retaining bolts, clips, nails or screws. Attachment bolts, screws, nails or clips with visible asbestos residue must be re -wetted and disposed of as asbestos waste. Remove asbestos materials in the largest possible manageable sections. Immediately wet any broken edges or pieces which may break during removal. Use a HEPA vacuum to control incidental dust which may be generated during attachment bolt removal. 5. Removal will be accomplished using non - abrasive methods. Methods acceptable include spud bar, dry ice, heat, or solvents. Breakage of material should be kept to a minimum. 6. Material removed from building structures or components shall not be dropped or thrown to the ground. Remove material in intact sections or components whenever possible and carefully lower to the ground. 7. After removal, carefully lower material to the ground. Re -wet the material and immediately double wrap in 6 -mil polyethylene and attach labels as required for asbestos waste while the wrapped materials are still on the drop cloth. 8. Containerize removed material before moving it to a new location for continuance of work. Surrounding areas shall be periodically sprayed and maintained in a wet condition until visible material is cleaned up. 04124/88 02080.4 PRE# 11480 9. Wet wipe and HEPA vacuum the entire area after removal of the material to collect any small chips or pieces which may remain. 10. Containers (6 -mil polyethylene bags, 6 mil polyethylene lined boxes, or metal drums) shall be sealed when full and dated. Double bag all waste material. Bags shall not be overfilled. They should be securely sealed to prevent accidental opening and leakage by tying tops of bags in an overhand knot or by taping in gooseneck fashion. Do not seal bags with wire or cord. Bags may be placed in drums or a dumpster for storage and transportation to the land fill. Bags shall be decontaminated on exterior surfaces by wet cleaning and HEPA vacuuming before being placed in clean drums or dumpsters. Drums shall be sealed with locking ring tops. 11. Large components removed intact may be wrapped in 2 layers of 6 -mil polyethylene sheeting secured with tape for transport to the landfill. 12. Inspect the removal area for visible residue. If any accumulation of residue is observed, It will be assumed to be asbestos and cleaning cycle repeated. 13. The work area shall be cleaned until it is in compliance with state and local requirements and any more stringent criteria agreed upon by the Contractor and Consultant prior to initiation of abatement activities. Additional cleaning cycles shall be provided as necessary at no cost to the Owner until these criteria have been met. 3.04 AIRBORNE FIBER COUNTS 04/24/88 A. General: Use work procedures that result in a 8 hour time Weighted Average (TWA) airborne fiber count less than that indicated in the section of these specifications on "Air Monitoring - Testing Laboratory Services ". If airborne fiber counts exceed this level immediately mist the area with amended water to lower fiber counts and revise work procedures to maintain airborne fiber levels within the required limit. END OF SECTION 02080 SECTION 02084 DISPOSAL OF ASBESTOS - CONTAINING MATERIALS PART1- GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of the contract and other Division Specifications sections apply to the work of this section. 1.02 DESCRIPTION OF REQUIREMENTS A. This section sets forth the requirements for disposal of asbestos containing materials, including transport to an EPA approved landfill. 1.03 DISPOSAL A. All asbestos - containing waste material and debris which is packaged in accordance with the provision of this Specification will be disposed of at a designated EPA Certified landfills when certain precautions are taken. 1. Notice to appropriate Environmental Protection Agency regional office or state equivalent. 2. Notice and permit from appropriate state and /or local agencies. 3. See Section 01092 for agency locations and codes. 4. Approval has been obtained from the an EPA certified landfill for disposal of asbestos- containing materials as follows: a. All asbestos contaminated material shall be sprayed with a penetrating encapsulant. b. All asbestos contaminated material shall be labeled with asbestos warning labels in compliance with all federal, state, and local regulations. 1.04 SUBMITTALS A. Submit copies of all manifest landfill receipts, and photographs of the disposal process to Project Consultant in a timely manner or at project close -out. PART 2- PRODUCTS Not Used PART 3 - EXECUTION 3.01 GENERAL A. Carefully Toad containerized waste on sealed trucks or other appropriate vehicles for transport. Exercise care before and during transport, to insure that no unauthorized persons have access to the material. Do not store disposal bagged material outside of the work area. Take bags from the work area directly to a sealed truck or dump site, 04/24188 02084.1 PRE# 11480 B. Do not transport disposal bagged materials in or on open trucks. Double bagged material may be transported on open trucks if they are first loaded in sealed drums. Label drums with same warning labels as bags. Uncontaminated drums may be reused. Treat drums that have been contaminated as asbestos - containing waste and dispose of in accordance with this specification. C. Advise the sanitary landfill operator, at least twenty -four hours in advance of transport, of the quantity of material to be delivered. D. At the burial site, sealed plastic bags must be carefully hand off loaded from the truck or other conveyance. If bags are broken or damaged, leave in the truck and clean entire truck and contents using procedures set forth in section 01711 Project Decontamination. E. Provide at least five photographs of the off loading and site storage process at the landfill for each truck or container load delivered, including one of the truck or container prior to leaving the project site, one of the excavated landfill site, two of the off loading process, and one of the excavated burial site after off loading is complete. Photograph all containers that spill or burst both before and after clean -up. Ensure all photographs are representative of the condition of the landfill and the off loading process. F. Retain receipts from landfill for materials disposed of. END OF SECTION 02084 1 1 1 1 1 1 1 1 1 1 1 04/24/ 911 02084 SECTION 09905 ENCAPSULATION OF SUBSTRATE PART1- GENERAL 1.01 RELATED DOCUMENTS B. Drawings, General Conditions of the Contract and other Division Specification sections apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The extent of encapsulation work is shown on the drawings and as herein specified. B. The work includes the application of encapsulation to the substrate after removal of asbestos - containing materials from surfaces and mechanical systems. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's technical information including label analysis and application instructions for each material proposed for use. B. Installation Instructions: Submit manufacturer's installation instructions with specific project requirements noted. C. Performance Warrantee: Submit manufacturer's performance guarantee. D. Material Safety Data Sheet: Submit the Material Safety Data Sheet, or equivalent, in accordance with the OSHA Hazard Communication Standard (29CFR 1910.1200) for each surfactant and encapsulating material proposed for use on the work. Include a separate attachment for each sheet indicating the specific worker protective equipment proposed for use with the material indicated. 1.04 DELIVERY AND STORAGE A. Deliver materials to the project site in original, new and unopened packages and containers bearing manufacturer's name and label, and following information: 1. Name or title of material. 2. Manufacturer's stock number and date of manufacture. 3. Manufacturer's name. 4. Thinning instructions. 5. Application instructions. B. Deliver materials together with a copy of the OSHA Material Safety Data Sheet for the material. 1.05 JOBSITE CONDITIONS A. Apply encapsulating materials only when environmental conditions in the work area are as required by the manufacturer's instructions. 04/24/98 08806.1 PRE# 11480 PART2- PRODUCTS 2.01 MATERIALS A. Encapsulants: Provide penetrating type encapsulant specifically designed for application to asbestos - containing material. B. Fire Safety: Use only materials that have a flame spread index of Tess than 25, when dry, when tested in accordance with ASTM E -84. C. Tint: Compatible with encapsulant, any color. 2.02 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the work include, but are not limited to, the following: 1. Penetrating Encapsulants: Northwest Coating, Fibresele or equal. 2, Tint: Any paint manufacturer. PART 3 - EXECUTION 3.01 GENERAL A. Prior to applying any encapsulating material, ensure that removal work within the work area has been completed, as determined by the Owner's Consultant. 3.02 WORKER PROTECTION A. Before beginning work with any material for which a Material Safety Data Sheet has been submitted provide workers with the required protective equipment. Require that appropriate protective equipment be used at all times. B. In addition to protective breathing equipment required by OSHA requirements or by this specification, use painting pre - filters on respirators to protect the dust filters when organic solvent based encapsulant are in use. 3.03 FIXTURE PROTECTION A. Ensure that all light fixtures, ducts, columns, architectural trim, and other visible materials and surfaces are protected from overspray and drips or runs. At the completion of the project, or during the application of the encapsulant, clean all overspray, drips and runs from visible surfaces not intended to be encapsulated. Use manufacturer's recommended cleaning instructions. 3.04 LOCK DOWN AND FINISH REQUIREMENTS: A. Mix enough tint to each five (5) gallons of encapsulant to enable Owner's Consultant to visibly inspect the application of lock -down encapsulant to ensure 100% coverage of substrates. 04/24/98 08806.2 PRE# 11480 B. Apply one (1) coat of tinted encapsulant to the substrate after all asbestos - containing material has been removed. Apply in strict accordance with the manufacturer's printed instructions for use of the encapsulant as an asbestos coating. Any deviations from such printed instructions must be approved by the Owner's Consultant in writing prior to commencing work. C. Apply encapsulant with an airless spray gun with air pressure and nozzle orifice as recommended by the encapsulant manufacturer. 1. Provide worker protection per Section 01560. 2. Provide respiratory protection per Section 01562. 3. Complete enclosure of work area per Section 01526 - Temporary Enclosures and Section 01563 - Decontamination Units. D. Encapsulate all surfaces in full compliance with manufacturer's procedures. E. At completion of encapsulation and before removal of work area enclosures and negative pressure system decontaminate space in accordance with requirements of Sections 01711 and 01714. END OF SECTION 09905 SECTION 02125 PCB BALLAST AND FLUORESCENT LIGHT TUBE REMOVAL PROCEDURES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. B. Section 01300 - Submittals. 1.02 WORK INCLUDED A. General: This section includes all work necessary to properly remove and package identified fluorescent light tubes. No PCB containing light fixtures were found on the site. Disposal of the packaged tubes is to be performed by the Contractor. B. Proper decontamination or packaging of fluorescent light tubes. C. Fluorescent Light Tubes: 1. One (1) 4', 2 light tube fixture in the Foyer. 2. Four (4) 8', 2 Tight tubes in Kitchen. 1.03 CONTRACTOR'S RESPONSIBILITIES A. The Contractor shall assume full responsibility and liability for compliance with all applicable Federal, State and local regulations pertaining to the protection of workers, visitors to the site and persons occupying areas adjacent to the site. The Contractor is responsible for providing medical examinations and maintaining medical records of personnel as required by Federal, State and local regulations, and shall hold Owner harmless for faili4re to comply with any applicable safety or health regulation on the part of himself, his employees or his subcontractors. 1.04 CODES AND REGULATIONS A. All applicable Codes, Standards and Regulations have the same force and are incorporated into the contract documents as if copied directly into the contract documents. B. Federal Requirements: Federal requirements which govern the hauling and disposal of mercury containing fluorescent Tight tubes include but are not limited to the following: 1. United States Department of Labor, Occupational Safety and Health Administration (OSHA): a. 29 CFR 1910.20, Subpart C, General Safety and Health Provisions. 07/20188 02125 -1 PRE# 11480. b. 29 CFR 1910.147, Control of Hazardous Energy. 2. United States Environmental Protection Agency (EPA), including but not limited to: a. 40 CFR 173, Transportation and Labeling Requirements. b. 40 CFR 761, Toxic Substances Control Act. 3. State Requirements: Washington State Requirements and /or Department of Labor and Industries rules which govern fluorescent light tube disposal include, but are not limited to the following: a. WAC 173 -303, Dangerous Waste Regulations. b. WAC 296 -62 -300, Hazardous Waste and Emergency Response Training. 1.05 QUALITY ASSURANCE A. Contractor Qualifications: The Contractor shall be a firm of established reputation (or if newly organized, whose personnel have previously established a reputation in the same field), which is regularly engaged in the removal of fluorescent light tubes and has performed this work on previous projects. 1.06 SUBMITTALS A. Make submittals required by the contract documents in a timely manner and at appropriate times in the execution of the work to allow for sufficient and prompt review by the Owner and Owner's Representative. Revise and resubmit as necessary to establish compliance with the specified requirements. B. Submit complete bound sets of the submittals to the Project Consultant as described in this section. Submit separate sets entitled "Pre -Job Submittals" and Project Closeout Submittals" as described in Section 01300 and below. C. Pre -Job Submittals 1. Plan of Action: Submit a detailed work plan of the procedures proposed for use in complying with the regulations included in this specification. The plan must be approved by the Owner's Representative prior to the commencement of work. Provide a description of fluorescent Tight tube removal methods to be used. 2. Packaging Plan: Submit packaging plan for fluorescent Tight tubes, including packaging, labeling and manifesting. 3. PPE: Provide a description of protective clothing and manufacturer's specifications of all equipment to be used. 4. Emergency Plan: Provide a description of spill prevention, containment and clean -up contingency measures to be implemented. OT/20/98 02125.2 PRE# 11480 D. Project Closeout Submittals 1. Certification: Provide written certification that Contractor has fully completed work in strict accordance with the Specifications. PART 2- PRODUCTS 2.01 PROTECTIVE CLOTHING, EQUIPMENT AND SUPPLIES A. Compliance: Equipment, including protective clothing and respirators, used in the execution of this contract and provided to visitors to the site, shall comply with ASTM E 849 and with applicable Federal, State and local regulations. Respirators, if required, shall conform to OSHA requirements in 29 CFR 1910.134. B. Work Area Responsibility: It is the Contractor's responsibility to require that each person (worker or visitor) entering the work area wears approved protective clothing. C. Protective Clothing: Provide approved protective clothing including head, foot and full body protection, and gloves, in sufficient size and quantity for all workers, Owner Representatives or governmental entity. PART 3 - EXECUTION 3.01 WORK PROCEDURES A. General Procedures: Perform all fluorescent light tube removal work and comply with the general safety and health provisions in conformance with all applicable safety and health regulations, Use general work practices, removal and disposal practices as specified in 40 CFR Part 761 and WAC 173 -303. B. Preparation: Isolate the control area for the duration of the work by sealing off the area with signs and warning tape. Cover floor surfaces in the work area with plastic sheeting to protect from breakage. C. Fluorescent Light Removal: Remove and properly dispose of fluorescent light tubes without breaking. D. Packaging of Waste: Collect tubes, tape together and place in 6 -mil polyethylene disposal bags or cardboard packaging specifically for fluorescent light tubes. Comply with all DOT labeling and placard requirements. Contractor is responsible for the proper disposal of fluorescent light tubes. END OF SECTION 02125 07120108 02125 - 3 PRE# 11480 SECTION 02126 PCB REMEDIATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. B. Section 01300 - Submittals. 1.02 WORK INCLUDED A. PCB remediation work generally consists of exposure to PCBs on contaminated surfaces or leakage from transformers. One (1) PCB transformer was found in the Transformer Room adjacent to the Boiler Room that showed some signs of leakage. B. The Contractor shall be responsible for the planning an scheduling of hazardous material work with all other work under the Contract and shall conduct all hazardous material work in accordance with an approved Health & Safety Plan and Waste Management Plan. C. The levels of contamination found in dielectric fluid in the transformer to be removed has not been determined, however the fluid should be assumed to contain in excess of 5 ppm. D. PCB remediation items included in this scope of work are as follows: 1. Three (3) 50 gallon, liquid - filled Transformers. 2. Approximately Four (4) cubic feet of contaminated concrete. 3. Approximately Four (4) each assumed PCB light ballasts in eight foot fluorescent Tight fixtures in the kitchen area. 1.03 CONTROL AREA A. The Control Area shall consist of the Transformer Room and the pathway for the transport of any contaminated material to the transportation receptacle and/or vehicle. Any temporary holding area identified by the Owner's Representative or the Contractor shall also be considered as part of the Control Area. 1.04 QUALITY ASSURANCE A. Laboratory Qualifications: Laboratory shall be regularly engaged in PCB testing. B. PCB Control Limits: Concentrations of PCBs outside the Control Area shall not exceed the ambient level in the area before the work has started. Any cleanup costs 07/13/98 02126.1 PRE# 11480 associated with cross - contamination of previously clean areas shall be borne by the Contractor. 1. The Contractor shall provide analysis of samples by an EPA Certified Laboratory Practices (CLP) Laboratory and report all results of analysis at Level 4 QA/QC. Sampling and costs for sampling will be performed by the Owner's Representative. 2. Analytical detection limits for all results shall be no greater than 10mg/100cm2 for all wipe samples by EPA method 8080 and 1 mg/kg for all soil, concrete and asphalt samples as applicable. 1.05 REFERENCES A. Code of Federal Regulations (CFR): 1. Midwest Research Institute, "Verification of PCB Spill clean -up by Sampling and Analysis ", EPA 560/5 -85 -026, Aug., 1985, 2. Midwest Research Institute, "Field Manual for Grid Sampling of PCB Spill Sites to Verify Clean -up ", EPA 550/5 -86 -017, May, 1986. 3. USEPA, 'Test Methods for Evaluating Solid Waste ", EPA SW -846. 4. 40 CFR 271. 5. 29 CFR 1910.1001, Occupational Safety and Health ACT (OSHA). 6. 29 CFR 1910.20, Subpart C, General Safety and Health Provisions. 7. 29 CFR 1910.147, OSHA Control of Hazardous Energy. 8. 29 CFR 1910.134, OSHA Respiratory Requirements. 9. 29 CFR 1926.417, OSHA Lockout and tagging of circuits. 10. 40 CFR 761, Subparts C, D, J & K Rules for Controlling PCBs. B. State and Local Regulations: 1. WAC 296 -62- 09003, Lighting and illumination Safety. 2. WAC 173 -303, Dangerous Waste Regulations. 3. Washington State DOT Regulations. 1.06 SUBMITTALS A. Submit the disposal site and transporter's name and EPA ID Number to the Owner at least ten (10) days prior to the transportation of waste off -site. n7I19wan fl414R . 9 DDCY 11dnn B. Submit complete bound sets of the submittals to the Project Consultant as described in this section. Submit separate sets entitled "Pre -Job Submittals" and "Project Closeout Submittals" as described in Section 01300 and below. C. Prepare and submit a Health and Safety Plan to the Owner's Representative, meeting applicable regulatory requirements of this section, for review and approval within seven (7) days after Notice to Proceed and prior to conducting any work. Health and Safety Plan shall be prepared and signed by a Certified Industrial Hygienist (CIH). D. Prepare and submit a Waste Management Plan meeting the applicable regulatory requirements of this section for review and approval seven (7) days after Notice to Proceed and prior to conducting any work. E. Submit proof of 40 Hour and current 8 -hour Annual Refresher training for personnel who engage in work associated with hazardous materials as per OSHA 1910.120, including supervisory personnel. 1.07 QUALIFICATIONS A. Contractor's Health and Safety Officer for the project shall specialize in preparing and implementing construction health and safety programs, as specified in this section. B. Contractor's employees who engage in hazardous materials work shall meet training requirements as specified in this section. 1.08 REGULATORY REQUIREMENTS A. Due to the potential health and environmental hazards associated with the work at this site, as described in this section, the work shall be performed in compliance with the applicable provisions of the Washington Industrial Safety and Health Act (WISHA), the Toxic Substances Control Act (TSCA), the Resource Conservation and Recovery Act (RCRA) and the Washington State Hazardous Waste Management Act, as well as other applicable federal, state and local codes and regulations governing hazardous materials and hazardous waste. The Contractor is fully responsible for planning and executing all the work under this Contract in a manner that meets the requirements of the Washington Administrative Code (WAC) for protecting the health and safety of employees and the public, and for protecting the environment. B. Contractor or subcontractor employees that are to perform the work included within this section shall be familiar with, but not limited to, the following regulations: 1. Federal Regulations a. US Department of Labor Occupational Safety and Health Administration (OSHA), 29 CFR 1926, Construction Regulation. b. US Department of Labor Occupational Safety and Health Administration (OSHA), 29 CFR 1910.20, Hazardous Waste Operations and Emergency Responses. 07/13/98 02126.3 PRE# 11480 c. US Department of Labor Occupational Safety and Health 1 Administration (OSHA), 29 CFR 1910.1200, Hazard Communication Standard. d. US Department of Transportation (DOT), Shipper - Hazardous Materials Regulations, 40 CFR 761, Toxic Substances Control Act (TSCA). 2. State Regulations a. WISHA General Safety Standard, WAC 296 -24. , b. WISHA Safety Standards for Construction Work, WAC 296 -155. c. WISHA Respiratory Protection Standard, WAC 296 -62 -071. d. Washington State Department of Ecology Dangerous Waste Regulations, WAC 73 -303. e. WISHA Hazard Communication Standard, WAC 296 -62 -054. f. WISHA Hazardous Waste Operations and Emergency Response, l WAC 296 - -62 -300. g. WISHA Electrical Work Safety Rules, WAC 296 -45. 1 1.09 CONTRACTOR RESPONSIBILITY A. The Contractor shall assume full responsibility and liability for compliance with all applicable Federal, State and local regulations pertaining to the protection of workers, visitors to the site and persons occupying areas adjacent to the site. The Contractor is responsible for providing medical examinations and maintaining medical records of personnel as required by Federal, State and local regulations, and shall hold Owner harmless for failure to comply with any applicable safety or health regulation on the part of himself, his employees or his subcontractors. 1.10 PROJECT /SITE CONDITIONS A. Maintenance of Equipment 1 1. All appurtenances associated with the removal of the transformer and contaminated materials will be maintained to ensure worker safety. 2. Adequate safety lighting will be maintained during work to ensure safe working conditions and emergency exit/egress of personnel. B. Environmental Conditions to be Maintained 1 1. PCB - containing materials and devices shall be handled to avoid breakage, subsequent spillage and /or spreading of PCB oils and fluids. 2. Spilled PCB - containing oils, fluids, concrete, soil and other materials will be cleaned immediately. The Contractor shall take all precautions to avoid 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a 1 traffic through spills and contaminated areas. All equipment and disposables used to clean spills shall be disposed as hazardous waste. 3. Secure all drains in work area to prevent PCBs from entering drain system. E. Access to Work Area: Access to work areas shall be through decontamination areas. Only the Contractor, the Owner and Owner's Representative shall have access to work area. PART 2 - PRODUCTS 2.01 EQUIPMENT A. Equipment, including temporary lighting, protective clothing and respirators, if required in the execution of this contract and provided to visitors to the site, shall comply with ASTM E 849 and with applicable Federal, State and local regulations. Respirators shall conform to the OSHA requirements in 29 CFR 1910.134. B. Contaminated debris shall be stored in containers which meet TSCA and 40 CFR 761 requirements. C. Labels, manifests and other shipping documentation shall meet TSCA and 40 CFR 761 and DOT requirements.. D. Vapor and dust barrier material shall be a minimum of 6 mil polyethylene sheeting of sufficient strength to control movement of dust. E. Water containers shall meet all TSCA requirements for storage and shipping. The containers shall be water -tight with covers, caps or valves which allow filling and emptying in a controlled manner. All labels shall be waterproof. 2.02 REPORTS A. Results of analysis and accompanying QA/QC information will be submitted to the Contractor and Owner by the Owner's Representative within seven (7) days of taking samples. B. Notify Owner when concrete and soil removal is complete. C. Notify Owner five (5) days in advance of waste shipments. D. Notify Owner two (2) days in advance of electrical equipment shipments. 2.02 WASTE REMOVAL A. Transport waste to one of the following list of approved sites or Owner accepted equivalent. The list of accepted incineration sites are as follows: 1. Rollins Environmental, Deer Park, Texas n7i1 Aga 11212R .c DOE& 11 auf 2. Aptus, Coffeyville, Kansas The list of accepted chemical waste landfill sites are as follows: 1. US Ecology, Beatty, Nevada 2. Chemical Waste Management, Arlington, Oregon The Owner reserves the right to change or update this list at any time. The Contractor shall submit the name of the disposal site and EPA ID Number for disposal and receive for Owner's acceptance prior to disposal. B. Submit transporter name and EPA ID Number and receive Owner's acceptance prior to transport of waste. 2.04 PROTECTIVE CLOTHING, EQUIPMENT AND SUPPLIES A. Protective Clothing: Provide approved protective clothing to all workers and to all official representatives of the Owner, State or other government entity, and Owner's Representatives who may inspect the site. B. Respirators: Respirators shall be of the type approved by NIOSH and MSHA for use during PCB cleanup operations. C. Work Area Responsibility: It is the Contractor's responsibility to require that each person (worker or visitor) entering the work area wears approved protective clothing. There shall be no exceptions to this requirement. D. Vacuums: Ail vacuum cleaners shall be equipped with HEPA filters. E. Miscellaneous Safety Equipment: Hard -hat, protective eyewear, gloves, rubber boots or other footwear shall be provided as required for authorized visitors. Safety shoes may be required for some activities. 2.05 PCB DISPOSAL AND STORAGE A. Provide an adequate number of removable -top containers (DOT Specification 55B or 17C) to package removed sections of contaminated concrete, soils, demolished equipment, contaminated clothing, contaminated wastewater, etc. B. Provide plastic drum liners of a minimum 6 -mil thickness designed for use in the drum size specified. C. Cover contaminated electrical equipment and wrap to prevent water from running over equipment during storage and transportation. 2.06 HEALTH AND SAFETY PLAN A. Prepare and maintain for the duration of the project a Health & Safety Plan to promote the health and protection of all on -site personnel and the environment. B. Contractor shall assess the potential risks to on -site personnel and the environment and develop its Health and Safety Plan to safely execute the work under this contract. The Owner's review of the Contractor's plan shall not relieve Contractor of its responsibility for health and safety, nor shall such approval be construed as limiting, in any manner, Contractor's obligation to undertake any action which may be necessary or required to establish and maintain safe working conditions at the site. C. Contractor and subcontractors shall comply with the Health and Safety Plan for the duration of this contract. Coordinate with the Owner and with all subcontractors on health and safety, personal protective equipment and facilities and enforce the use of such equipment and facilities by its employees and its subcontractors of any tier. D. As a minimum, the Health & Safety Plan shall include: 1. A description of the site activities to be performed. 2. A listing of hazardous substances and associated work known to be or suspected of being present at the site. Where possible, the location and estimated concentration of each chemical shall be listed. This information shall be used to implement adequate health and safety procedures during work under this Contract. 3. A map of the site showing the known and possible locations of the chemical substances and the proposed work activity locations, evacuation routes and assembly areas as applicable. 4. Medical surveillance prior to, during and immediately after the completion of the work under this Contract for appropriate employees. 5. General health and safety directives regarding on -site conduct, including levels of protection and contingency plans. 6. Site - specific health and safety directives for potentially hazardous activities. 7. Employee training requirements for working with hazardous materials and using personal protective equipment. ' 8. Disposal procedures for disposable safety gear, equipment, wash water and other items. 9. Emergency procedures in case of hazardous waste spillage or exposure to personnel, personal injury, fire, explosion, etc. This section of the plan shall include emergency telephone numbers, on -site first aid procedures and specific procedures for immediate removal to a hospital or doctor's care of any person who may be Injured on the job site. E. As conditions change or if new operations are to be performed, the Contractor's Health and Safety Plan shall be modified or amended. 2.07 WASTE MANAGEMENT PLAN A7/13/118 A. Contractor shall prepare and maintain for the duration of the project a Waste management Plan detailing the procedures that shall be employed to ensure compliance with applicable environmental regulations, including but not limited to 02126 - 7 PRE# 114110 RCRA, TSCA, DOT Hazardous waste transportation regulations and the state dangerous waste regulations. B. As a minimum, the Waste Management Plan shall include: 1. Site specific procedures for using, handling, storing, accumulating and transporting hazardous substances and dangerous wastes, including specific instructions on container selection, labeling and marking, inspections of storage, accumulation and staging areas, waste manifesting and shipment and reporting and recordkeeping as applicable. 2. A contingency plan and emergency procedures meeting the requirements of WAC 173 - 303 -350 and 360. 3. Site specific procedures for working with a named hazardous waste transporter for delivery of hazardous wastes to a named disposal /treatment slte. D. As conditions change or if new operations are to be performed, the Contractor's Waste Management Plan shall be modified or amended. PART 3 - EXECUTION 3.01 PREPARATION A. Isolate the control area for the duration of the work by sealing off area with signs and fencing. Post warning signs and labels as required by 29 CFR 1910.1001, ASTM E 849, and as directed by the Owner's Representative. 3.02 WORK PROCEDURES A. General Procedures: Perform all work and comply with general safety and health provisions in conformance with 29 CFR 1910.1001 and 29 CFR 1910.20, respectively. B. All materials removed shall be handled, stored and disposed of al TSCA waste. Meet all federal, state and local requirements. C. During removal and transportation of old electric equipment, all level surfaces shall be covered with a membrane which will contain any oil or debris which may fall from the equipment. Movement of PCB contaminated equipment shall not contaminate any clean areas. Any cross contamination shall be cleaned and disposed of at the Contractor's expense. D. All contaminated soil, concrete, electrical equipment, personal protective equipment, tools or materials which cannot be decontaminated shall be stored and disposed of by the Contractor in accordance with all federal, state and local regulations. E. Personnel and equipment decontamination shall occur whenever people or equipment leave the work site. Decontamination waste shall be stored, labeled and disposed of according to TSCA, DOT and all other applicable requirements at the cost of the Contractor. 3.03 CLEAN -UP AND DISPOSAL A. Housekeeping: Essential parts of PCB contamination control are housekeeping and clean -up procedures. Maintain all surfaces throughout the building free of contaminated debris, soils, transformer oils as well as dust, to the maximum extent practicable. Give meticulous attention to restricting the spread of oils, dust and stained debris, keep waste from being distributed over the general area or to other levels. B. Disposal of Waste: Collect and dispose concrete, soil, oil- stained waste, scrap, debris, bags, containers, equipment and clothing in sealed 55- gallon drums approved for such use by DOT, EPA and WDOE. Solid waste material shall be disposed of in accordance with all Federal regulations at an EPA approved chemical waste landfill. Establish a temporary holding area with spill containment for liquid wastes. Each drum shall be labeled with the exact contents including the amount, and type of material contained, the date filled and any other wastes enclosed. Drums shall be stored on wood pallets, maximum two (2) drums per pallet, secured to each other and the pallet with steel bands and the labels clearly visible. C. Final Clean -up and Removal of Enclosure: The Owner's Representative will inspect the work area prior to decontamination and removal of enclosure or barriers. Oil or oil- stained debris through visual observation is not permitted on any surface in or around the work area. Owner's Representative will sample the work area In accordance with EPA approved methods. If enclosure or work area is found to meet clean -up criteria, the Owner's Representative may authorize removal of the enclosure. 3.04 DECONTAMINATE BY WASH AND RINSE MECHANICAL EQUIPMENT A. General 1. Mechanical equipment means overhead pipes, conduits, doors and metal surfaces. 2. The decontamination procedure shall involve three applications of solvent and a double rinse following manufacturer's recommendations. 3. All wash and rinse applications shall be conducted in a manner to prevent surrounding surfaces from being in contact with the wash or rinse material. 4. The Contractor shall handle all materials that were in contact with the wash /rinse material as a dangerous waste, including storage, transportation, manifesting and disposal, unless otherwise directed by the Owner's Representative. 5. Contractor shall take measures to prevent contamination of washed, rinsed surfaces after decontamination. 8. Quality Assurance 07/13/98 02128.9 PRE# 11410 S +. 1. Wipe samples will be taken by the Owner's Representative, upon notification by the Contractor, that the decontamination is complete. Owner shall be responsible for the cost of analyses and wipe samples. All tested surfaces shall have PCB concentrations . of less than those indicated above on decontaminated surface's. In the event sampling and analysis indicates clean -up is not achieved, Contractor shall conduct .additional wash and rinse during periods specified by Owner and at no additional cost to the Owner. 3.05 GENERAL SAMPLING AND ANALYSIS A. General: The Contractor shall pay for sample analysis which will be performed by a qualified laboratory on a 24 -hour rush basis. The Owner's Representative will select location and take samples and submit for analysis. The samples shall be analyzed by EPA method 8080. 3 soils samples will be collected from areas of concrete and soil removal. Work shall stop after samples are collected and shall not commence until Owner's acceptance. 3.06 CLEAN -UP A. Contractor shall be responsible for continued decontamination, excavation or remediation as necessary to meet designated clean -up levels following the receipt of laboratory results. These activities shall be conducted at the Contractor's expense until clean -up levels are achieved. END OF SECTION 02126 SECTION 02075 LEAD CONTROL PART 1- GENERAL 1.01 RELATED DOCUMENTS 1 A. Drawings, General Conditions of Contract and other Division Specification sections apply to work of this section. B. Section 01300 - Submittals. 1.02 WORK INCLUDED A. General work items include, but are not limited to: 1. Demolition: The work includes the segregation of building components and equipment to be demolished that have been determined to contain elevated levels of lead- containing paint or primer. Materials identified to contain lead generally included, but are not limited to: a. Brown Paint and primer on metal beams. 2. Waste Sampling: Contractor will be required to collect representative samples of construction debris for analysis as required under WAC 173 -303, Dangerous Waste Regulations, to determine appropriate disposal methods. 3. Worker Protection: The work includes all measures necessary to adequately protect workers from lead exposures during the general demolition process and surface preparation activities. 1.03 SUBMITTALS A. Before Start of Work: Submit the following to the Consultant and the Owner's Representative for review. Do not start work until these submittals are returned with Owner's Representative's action stamp indicating that the submittal is returned for unrestricted use. B. Submit complete bound sets of the submittals to the Project Consultant as described in this section. Submit separate sets entitled "Pre -Job Submittals" and "Project Closeout Submittals" as described in Section 01300 and below. C. Health & Safety Plan: Provide a site specific Health & Safety Plan, including a worker protection program demonstrating the methods by which all applicable health and safety requirements, including WAC 296- 155 -176, will be met. As a minimum, the program will include the following components: a. Exposure Monitoring Plan. b. Personal Protective Equipment. c. Respiratory Protection Program. 07120188 02075 1 PRE# 11480 d. Personal Hygiene Practices. e. Administrative Controls. f. Emergency Plan. g. Housekeeping. h. Engineering Controls /Equipment. Medical Surveillance. j. Medical Removal Protection. k. Employee Training. Signage. m. Laboratory Qualification Information. n. Plans for disposing of lead- containing and contaminated items, coatings and debris. o. Decontamination of Equipment and Areas. p. Record Keeping. q. Disposal Location. r. Disposal Location. s. Respirator Fit Test Records. t. Blood Tests for Workers Prior to the Start of Work. u. Lead Abatement Plan. D. Project Closeout Submittals 1. Air Monitoring: Submit documentation of all employee personal air monitoring results relative to the OSHA and WISHA respiratory protection level compliance. Include copies of all air monitoring data and analysis reports conducted at the site. 2. Project Record Documents: Provide record of lead control activities including disposition of each type of lead- contaminated item removed from the site, all contract changes clearly indicated, project photographs, supervisor's daily field reports and similar final record documentation, 3. Disposal Manifests: Submit copies of all waste disposal transportation and disposal, including signed receipts from the landfill. Submit documentation from the recycling facility, acknowledging receipt of the sampling data pertaining to the materials received and confirming the facility's acceptance of the materials as lead- contaminated. 4. Workers post - project blood tests, if applicable. 1.04 CONTRACTOR'S RESPONSIBILITIES A. The Contractor shall remove and dispose of all sanding dust, paint chips, disposable protective equipment, cleaning rags, wash water and any other materials contaminated from these painted surfaces as hazardous material. B. The Contractor, in the course of work, shall be aware that Lead Containing Coatings exist on most of the structural steel surfaces to be impacted by demolition activities and shall conduct such activities so as to minimize paint dust generation. 07/20/88 02076.2 PRE# 11480 C. The Contractor shall assume full responsibility and liability for compliance with all federal, state and local regulations pertaining to work practices, hauling, disposal and protection of workers, visitors to the site, building occupants in areas adjacent to work areas. 1.05 CODES AND REGULATIONS A. All applicable Codes, Standards and Regulations have the same force and are incorporated into the contract documents as if copied directly into the contract documents. B. Federal Requirements: Federal requirements which govern the hauling and disposal of lead containing material include but are not limited to the following: 1. United States Department of Labor, Occupational Safety and Health Administration (OSHA): a. 29 CFR 1910.134; Respiratory Protection b. 29 CFR 1910.1025; Lead c. 29 CFR 1910.1200; Hazard Communication d. 29 CFR 1926.55; Gases, Vapors, Fumes, Dusts and Mists e. 29 CFR 1926.57; Ventilation f. 29 CFR 1926.62; Lead Exposure in Construction; Interim Rule (with appendices A,B,C and subpart D) 2. United States Environmental Protection Agency (EPA), including but not limited to: a. 40 CFR 260; Hazardous Waste Management Systems: General b. 40 CFR 281; Identification and Listing of Hazardous Waste c. 40 CFR 268; Land Disposal Restrictions d. 40 CFR 745; Lead; Requirements for Lead -based Paint Activities; Proposed Rule e. 40 CFR 172; Hazardous Materials Tables and Hazardous Materials Communications Regulations 3. State Requirements: Washington State Requirements and /or Department of Labor and Industries rules which govern lead paint work or hauling and disposal include, but are not limited to the following: a. WAC 296 -62; General Occupational Health Standards 07/20 /00 02076.3 b. WAC 296 -24; Safety Standards for Construction Work c. WAC 173 -303, 304; Dangerous Waste Regulations, Minimal Functional Standards for Solid Waste Handling d. WAC 1296 - 155 -176; Occupational Health and Environmental Control; Lead 1.06 DEFINITIONS A. Whenever the terms below occur in this contract document, they will have the meanings which follow: 1. Action Level: Employee exposure, without regard to use of respirators, to an airborne concentration of lead of 30 micrograms (µg) per cubic meter (m3) of air averaged over an 8 -hour period. As used in this section, "30 . g/m3" refers to the action level. 2. Air Monitoring: The process of measuring the lead content of a specific volume of air in a stated period of time. Analysis of air samples shall be in accordance with methods specified by the National Institute for Occupational Safety and Health (NIOSH Method 7105). 3. Eight -Hour Time Weighted Average (TWA): Airborne concentration of lead averaged over an 8 -hour work day to which an employee is exposed. 4. Lead: Metallic lead, inorganic lead compounds and organic lead soaps, Excluded from this definition are other organic lead compounds. 5. Lead Permissible Exposure Limit (PEL): 50 µg /m3 of air as an 8 -hour time weighted average. 6. Personal Air Monitoring: Sampling of lead concentrations within the breathing zone of an employee to determine the 8 -hour time weighted average concentration in accordance with WAC 296- 155 -176. Samples shall be representative of the employee's work tasks. Breathing zone shall be considered an area within the hemisphere, forward of the shoulders, with a radius of 6 to 9 inches and the center at the nose or mouth of an employee. 1.07 QUALITY ASSURANCE A. Training: Train each employee performing paint removal, disposal and air sampling operations prior to the time of initial Job assignment, in accordance with WAC 296 - 155 -176. 07/20/95 02075.4 PREM iisin B. Safety and Health Compliance: In addition to the detailed requirements of this specification, comply with laws, ordinances, rules and regulations of federal, state and local authorities regarding removing, handling, storing, transporting and disposing of lead waste materials. Submit matters regarding interpretation of standards to the Owner's Representative for resolution before starting work. Where specification requirements and the referenced documents vary, the most stringent requirement shall apply. C. Hazard Communication Program: Establish and implement a Hazard Communication Program as required by WAC 296 -62 -1220. PART 2- PRODUCTS 2.01 PROTECTIVE CLOTHING, EQUIPMENT AND SUPPLIES A. Compliance: Equipment, including protective clothing and respirators, used in the execution of this contract and provided to visitors to the site, shall comply with ASTM E 849 and with applicable Federal, State and local regulations. Respirators, if required, shall conform to OSHA requirements in 29 CFR 1910.134. PART 3 - EXECUTION 3.01 WORK PROCEDURES A. Removal Procedures: Perform removal of lead- contaminated Items in accordance with approved lead work plan. Use procedures and equipment required to limit occupational and environmental exposure to lead when lead- containing paint is impacted or when building components are demolished. The procedures employed by the Contractor shall not create the potential for contaminating surrounding areas or materials with lead- containing coatings or dust. Dust generation shall be kept to a minimum. Dry scraping, dry sanding, or dry grinding on lead- containing coatings or lead- contaminated surfaces will not be permitted without a full enclosure. B. Monitoring: Monitoring of airborne concentrations of lead shall be in accordance with WAC 296- 155 -176 and as specified herein. Air Monitoring, testing and reporting shall be performed by an Industrial Hygiene Technician (IH) trained in monitoring for airborne lead. This monitoring shall be performed by the Owner's Representative. 1. Collect personal air monitoring samples on employees who are anticipated to have the greatest risk of exposure as determined by the IH. In addition, collect air monitoring samples on at least 25% of the work crew or a minimum of two employees, whichever is greater, during each work shift. 2. Results of air monitoring samples, signed by the IH, will be submitted to the Contractor within 24 hours after the samples are taken. 07/20/88 02075.6 PRE# .11480 3.02 CLEANUP, TESTING AND DISPOSAL A. Cleanup: Maintain surfaces of the lead control area as free of accumulations of paint chips and dust as practicable. Restrict the spread of dust and debris; keep waste from being distributed over the work area. Do not use compressed air to clean up the area. At the end of each shift, clean the area of visible lead paint contamination by vacuuming with a HEPA filtered vacuum cleaner and wet mopping. B. Testing of Lead- Containing Paint Residue and Building Demolition Debris: Collect representative samples of the building demolition debris for TCLP analysis, Test lead containing paint residue in accordance with 40 CFR 261 for hazardous waste. C. Disposal: 1. Collect lead- contaminated waste, scrap, debris, bags, containers, equipment and lead- contaminated clothing which may produce airborne concentrations of lead particles. Label the containers in accordance with 29 CFR 1910.1025. 2. Handle, store, transport and dispose of lead or lead- contaminated waste in accordance with 40 CFR 260, 40 CFR 261, 40 CFR 262, 40 CFR 263, 40 CFR 264, 40 CFR 265 and WAC 173 -303. Comply with land disposal restriction notification requirements as required by 40 CFR 268. 3. The Owner will provide a Generator EPA ID Number for hazardous waste. Waste cannot be transported or disposed of without this number. 4. The Transporter and Disposal Facility must each have an EPA ID Number. The Contractor shall submit the name, address and EPA ID Number of the Transporter and Disposal Site to the Owner prior to the disposal of the hazardous waste. D. Disposal Documentation: Submit written evidence that the hazardous waste treatment, storage, or disposal facility (TSD) or recycling facility is approved for lead disposal or recycling by the EPA and state or local regulatory agencies. Submit one copy of the completed manifest, signed and dated by the initial transporter in accordance with 40 CFR 262. Payment for disposal of hazardous waste will not be made until a signed copy of the manifest from the treatment or disposal facility certifying the amount of lead- containing materials to be delivered is returned and a copy is furnished to the Owner. END OF SECTION 02075 EXISTING GROUND Parametrlx, Inc. FILE: F7140108.dug DATE: 04/27/98 REMOVE & CAP ALL VERTICAL SERVICE LINES THAT ARE GREATER THAN 12" IN DEPTH TO THE TOP OF THE SERVICE LINE PIPE REMOVE ALL HORIZONTAL & VERTICAL SERVICE LINES & APPURTENANCES THAT ARE 12" OR LESS IN DEPTH TO THE TOP OF THE SERVICE LINE PIPE FILL SEWER LINE WITH LEAN CONCRETE OR MORTAR EXISTING SANITARY OR STORM SEWER LINE TYPICAL SANITARY & STORM SEWER SERVICE LINE ABANDONMENT DETAIL (" NO SCALE Figure 1 Highline Water District Water Storage Improvements, • DI1AtMi 1 rt/Al4u1abw Q, hAAI iiAIMAII•IAw 6" x 6" x 14 Ga. WIRE FABRIC OR EQUALIVENT SILT FENCE, MIRAFI 100X OR APPROVED EQUAL (36" WIDE ROLLS). USE STAPLES OR WIRE RINGS TO ATTACH SILT FENCE TO WIRE FABRIC. PILE: P7140107.dwg GATE: 04/27/9E 1 I I 2 "x4" WOOD POST OR STEEL FENCE POST BURY BOTTOM OF SILT FENCE IN 8 "x6" TRENCH 6' MAX. PLAN FILTER FABRIC OVER WIRE FABRIC Parametrlx, Inc. 8" NATIVE MATERIAL BACKFILL OVER SILT FENCE (6" MIN DEPTH) SECTION SILT. FENCE DETAIL NO SCALE Figure 2 Highline Water District`, Water Storage Improvements Phase I Crestview School: Demolition 1 O Ca M OO O .9 yaritaig COL KVN ..z aµ+ CHAIN LINK FENCE TYPE LINK FENCE CHAIN LINK FENCE TYPE 3 CHAIN LINK FENCE TYPE 4 N 1 J 1Y ▪ � d ! .i . _ N ! �!E 01 2{ • 0.: 2 ..; ;_ |§ . §' a- ` ▪ •- 4 o • $I 22 -: o $ §! k; •h : 0_ �& � : }k /_ �� / -J 0 § k ROLL FORMED SECTIONS w Q u. z -J z 2 u MEMBER 1 : VI i »I - If ® GATE POST 1 a ) ) 1 aƒ� - - - IT , - - ` § 2 £ f £ ENO, CORNER, & PULL POST IROLL FORMED )Sr t 31 . ' . . 11; - ]1 - $ . $ $ . $ $ . q ( $ o .1 i4! • n. A 2 vi §G.4 £ N N £ LINE & BRACE POST o!t CC d §2| a. n 4 . . . • . ] - - 0 • X e . 0 . X . 0 x .) � j § � N . 04 . tk_ $ § o Li 1 ■ s4■ 4. _ 01 . N _ P4 . - . f 2 . BRACE RAIL & TOP RAIL o) It ) _ ;fa. _ WI _ 1.1 In ] & 'iH ] ] ] A - 2 2 t '6 ;4 o 0.4 • . . , _ IV 4f 1 =1 £ Ig £ 1 CHAIN LINK GATES STANDARD PLAN L -3 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements Is provided on the Benefit Code Key, KING COUNTY Effective 09 -02 -98 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE" Code Q Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $26.50 1M 5D BOILERMAKERS JOURNEY LEVEL $33.63 1R 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $31.67 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $11.71 1 CARPENTERS ACOUSTICAL WORKER $30,93 1M 5D CARPENTER $30.77 1M 5D CREOSOTED MATERIAL $30.87 1M 5D DRYWALL APPLICATOR $30.77 1 M 5D FLOOR FINISHER $30.90 1M 5D FLOOR LAYER $30.90 1M 50 FLOOR SANDER $30.90 1M 5D MILLWRIGHT AND MACHINE ERECTORS $31.77 1M 5D PILEDRIVERS, BRIDGE DOCK & WARF CARPENTERS $30.77 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $30.97 1M 5D SAWFILER $30.90 1M 5D SHINGLER $30.90 1M 50 STATIONARY POWER SAW OPERATOR 830.90 1M 5D STATIONARY WOODWORKING TOOLS $30.90 1M 5D CEMENT MASONS JOURNEY LEVEL $31.69 1M 5D DIVERS & TENDERS DIVER $66.30 1M 5D DIVER TENDER $32.98 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $31.22 IT 5D 8L ASSISTANT MATE (DECKHAND) $30.78 1T 5D 8L BOATMEN 531.22 1T 5D 8L ENGINEER WELDER 831.27 IT 5D. 8L LEVERMAN, HYDRAULIC $32.86 1T 5D M. MAINTENANCE 530. 1T 5D 8L MATES $31.22 1T 50 8L OILER 530.86 78 IT 5D 8L DRYWALL TAPERS JOURNEY LEVEL $30.88 1J 5A ELECTRICIANS - INSIDE CABLE SPLICER 838.66 1J 6H CABLE SPLICER (TUNNEL) $53.20 1J 6H CERTIFIED WELDER 837.25 1J 8H CERTIFIED WELDER (TUNNEL) $51.13 1J 6H . CONSTRUCTION STOCK PERSON 520.79 1J .•• ' • 6H JOURNEY LEVEL $35.83 1J. 611 JOURNEY LEVEL (TUNNEL) 849.04 1J 611 ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $34.69 4A 5A 8E CERTIFIED LINE WELDER 531.88 4A, 5A 8E GROUNDPERSON $23.03 4A 5A 8E HEAD GROUNDPERSON $24.21 4A. 5A 8E HEAVY LINE EQUIPMENT OPERATOR $31.88 4A 5A 8E JACKHAMMER OPERATOR 524,21: .4A: 5A 8E ' ' JOURNEY LEVEL LINEPERSON $31.88 4A 5A 8E LINE EQUIPMENT OPERATOR 827.05 4A 5A BE KING COUNTY Effective 09 -02 -98 Classification POLE SPRAYER POWDERPERSON ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL ELEVATOR CONSTRUCTORS CONSTRUCTOR MECHANIC MECHANIC IN CHARGE PROBATIONARY CONSTRUCTOR FENCE ERECTORS FENCE ERECTOR FENCE LABORER NAGGERS JOURNEY LEVEL GLAZIERS JOURNEY LEVEL HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC INLAND BOATMEN DECKHAND ENGINEER - DECKHAND OPERATOR INSULATION APPLICATORS JOURNEY LEVEL IRONWORKERS JOURNEY LEVEL LABORERS ASPHALT RAKER BALLAST REGULATOR MACHINE BATCH WEIGHMAN CARPENTER TENDER CASSION WORKER CEMENT DUMPER/PAVING CEMENT FINISHER TENDER CHIPPING GUN (OVER 30 LBS) CHIPPING GUN (UNDER 30 LBS) CHUCK TENDER CLEAN -UP LABORER CONCRETE FORM STRIPPER CONCRETE SAW OPERATOR CRUSHER FEEDER CURING LABORER DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) DITCH DIGGER DIVER DRILL OPERATOR (HYDRAULIC, DIAMOND) DRILL OPERATOR, AIRTRAC DUMPMAN FALLER/BUCKER, CHAIN SAW FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window cleaning; NOT construction debris cleanup) FINE GRADERS FIRE WATCH FORM SETTER GABION BASKET BUILDER GENERAL LABORER GRADE CHECKER & TRANSIT PERSON GRINDERS GROUT MACHINE TENDER HAZARDOUS WASTE WORKER LEVEL A HAZARDOUS WASTE WORKER LEVEL B HAZARDOUS WASTE WORKER LEVEL C HIGH SCALER Page 2' PREVAILING WAGE $31.88 $24.21 $12.07 $28.45 $38.49 $42.49 $14.88 $13.80 $11.60 $21.82 $29.01 $32.33 $23.30 $25.19 $26.08 $27.67 $31.42 $26.98 $26.50 $21.82 $26.50 $27.34 $26.98 $26.50 $26,98 $26.50 $28.50 $26.50 $26.50 $26.98 $21.82 $26.50 $26.50 $28,50 $27.34 $26.98 $27.34 $26.50 526.98 $19.50 $26.50 526.50 526.50 526.50 526.50 $26.98 526.50 $26.50 $27.34 $26.98 528.50 $27.34 (See Benefit Code Key) Over Time Holiday Note Code ode 4A 5A 4A 5A 1 4A 61 4A 61 4A 61 4A 61 1 1 1M 5D 2E 5G IF 5C 1K 5D 1K 51) 1K 5D 1M 5D 18 5A 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 513 1M 50 1M 5D 1M 50 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 50 1M 50 1M 5D 1M 1M 1M 1M 1M 1M 1M 1M ." 1M 1M 5D 5D 5D 5D 50 50. 5D 50 5D 5D" 1M. • 8E 8E 1 R KING COUNTY Effective 09 -02 -98 Classification HOD CARRIER/MORTARMAN JACKHAMMER LASER BEAM OPERATOR MINER NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER PILOT CAR PIPE RELINER (NOT INSERT TYPE) PIPELAYER & CAULKER PIPELAYER & CAULKER (LEAD) PIPEWRAPPER POT TENDER POWDERMAN POWDERMAN HELPER POWERJACKS RAILROAD SPIKE PULLER (POWER) RE- TIMBERMAN RIPRAP MAN SIGNALMAN SLOPER SPRAYMAN SPREADER (CLARY POWER OR SIMILAR TYPES) SPREADER (CONCRETE) STAKE HOPPER STOCKPILER TAMPER & SIMILAR ELECTRIC, AIR & GAS TAMPER (MULTIPLE & SELF PROPELLED) TOOLROOM MAN (AT JOB SITE) TOPPER - TAILER TRACK LABORER TRACK LINER (POWER) TUGGER OPERATOR VIBRATING SCREED (AIR, GAS, OR ELECTRIC) VIBRATOR WELDER WELL -POINT LABORER LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS LANDSCAPING OR PLANTING LABORERS LATHERS JOURNEY LEVEL PAINTERS JOURNEY LEVEL PLASTERERS JOURNEY LEVEL PLUMBERS & PIPEFITTERS JOURNEY LEVEL POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) BACKHOES, (75 HP & UNDER) BACKHOES, (OVER 75 HP) BARRIER MACHINE (ZIPPER) BATCH PLANT OPERATOR, CONCRETE BELT LOADERS (ELEVATING TYPE ) BOBCAT BROOMS BUMP CUTTER CABLEWAYS Page 3 PREVAILING WAGE 526.98 526.98 526.98 527.34 526.98 526.98 521.82 $26.98 526.98 527.34 $26.98 526.50 527.34 526.50 $26.98 526.98 527.34 526.50 526.50 528.50 526.98 526.98 526.50 526.50 528.98 526.98 526.50 526.50 526.50 528.98 526.98 526.50 526.98 526.50 526.98 511.07 510.63 58.42 $30.88 524.63 531.78 539.56 529.39 531.85 532.29 532.79 531.49 531.85 531.85 531.85 531.49 529.39 529.39 531.85 532.29 (See Benefit Code Key) Over Time Holiday Note Code Code Code 1M 1M 1M 1M 1M 5D 5D 5D 5D 50 1M 5D 1M 50 1M 50 1M 5D 1M 50 1M 50 1M 50 1M 5D 1M 50 1M 50 1M 5D 1M 50 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 50 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 50 1M 5D 1M 5D 1M 5D 1M 5D 1M 50 1 1 1 1M 5D 28 5A 1R 5A 18 5A 1T 1T 1T 1T 1T IT 1T IT 1T IT IT 1T IT 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 8L 8L, 8L 8L 8L 8L 8L 8L 8L 8L 8L 8L 8L KING COUNTY Effective 09 -02 -98 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code ode CHIPPER $31.85 1T 50 8L COMPRESSORS $29.39 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $29.39 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $31.85 1T 5D 8L CONCRETE PUMPS $31.49 17 5D 8L CONVEYORS $31.49 IT 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $31.49 IT 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $31.85 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB WITH $32.29 1T 5D 8L ATACHMENTS) CRANES, 100 TONS -199 TONS, OR 150 FT OF BOOM (INCLUDING JIB WITH $32.79 IT 50 8L ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB WITH $33.29 1T 5D 8L ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $29.39 1T 5D 8L CRANES, A- FRAME, OVER 10 TON $31.49 IT 50 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $33.52 1T 5D 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $31.85 1T 5D SL CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $32.29 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $32.79 1T 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $32.79 1T 5D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $33.29 1T 5D 8L CRUSHERS $31.85 1T 5D 8L DECK ENGINEER/DECK WINCHES (POWER) $31.85 1T 5D 8L DERRICK, BUILDING $32.29 IT 50 8L DOZERS, D -9 & UNDER $31.49 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $31.49 1T 50 81. DRILLING MACHINE $31.85 IT 50 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $29.39 1T 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $31.49 1T 50 8L FINISHING MACHINE /BIDWELL GAMACO AND SIMILAR EQUIP $31.85 17 5D 8L FORK LIFTS, (3000 LBS AND OVER) $31.49 17 50 81 FORK LIFTS, (UNDER 3000 LBS) $29.39 1T 5D 8L GRADE ENGINEER $31.49 1T 5D 8L GRADECHECKER AND STAKEMAN $29,39 1T 50 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $31.49 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $31.49 17 50 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $31.85 1T 513 8L HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER) $29.39 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $31.49 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $32.29 17 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $32.79 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $31.85 17 5D 8L LOCOMOTIVES, ALL $31.85 1T 5D 8L MECHANICS, ALL $31.85 IT 5D 8L MIXERS, ASPHALT PLANT $31.85 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $31,85 1T 5D 8L MOTOR PATROL GRADER (NON - FINISHING) 531.49 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $32.29 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING OPERATOR $29.39 IT 5D 81 PAVEMENT BREAKER 529.39 17 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $31.85 1T 5D 81 PLANT OILER (ASPHALT CRUSHER) $31.49 17 5D 81 POSTHOLE DIGGER, MECHANICAL $29.39 1T 50 8L POWER PLANT $29.39 17 50 8L PUMPS, WATER $29.39 1T 5D 8L QUAD 9, D -10, AND HD-41 532.29 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING EQUIP 532.29 1T 5D 8L RIGGER AND BELLMAN 529.39 1T 5D 8L ROLLAGON $32.29 1T 50 8L ROLLER, OTHER THAN PLANT ROAD MIX 529.39 1T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS 531.49 1T 5D 8L Page 4 a 1 1 1 1 1 1 1 T z G 1 1 1 1 KING COUNTY Effective 09 -02 -98 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code rack ROTO -MILL, ROTO- GRINDER 531.85 IT 5D 8L SAWS, CONCRETE 531.49 IT 5D 8L SCRAPERS, CONCRETE AND CARRY ALL 531.49 IT 5D 8L SCRAPERS, SELF - PROPELLED ( UNDER 45 YD) 531.85 1T 5D 8L SCRAPERS, SELF - PROPELLED (45 YD AND OVER) 532.29 1T 5D 8L SCREED MAN 531.85 IT 50 8L SHOTCRETE GUNITE 529.39 IT 5D 8L SLIPFORM PAVERS 532.29 IT 5D 8L SPREADER, TOPSIDE OPERATOR BLAW KNOX 531.85 1T 5D 8L SUBGRADE TRIMMER 531.85 IT 5D 8L TRACTORS, (75 HP & UNDER) 531.49 IT 5D 8L TRACTORS, (OVER 75 HP) 531.85 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE 531.85 IT 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE 532.29 1T 5D 8L TRENCHING MACHINES 531.49 IT 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) 531.49 IT 5D 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) 531.85 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE 529.39 IT 5D 8L YO YO PAY DOZER 531.85 IT 5D 8L POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE 526.52 4A 5A SPRAY PERSON 525.08 4A 5A TREE EQUIPMENT OPERATOR 525.44 4A 5A TREE TRIMMER 523.50 4A 5A TREE TRIMMER GROUNDPERSON 517.10 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC 538.01 1B 5A ROOFERS JOURNEY LEVEL 529.03 1R 5A USING IRRITABLE BITUMINOUS MATERIALS 532.03 1R 5A SHEET METAL WORKERS JOURNEY LEVEL 535.28 1J 6L SOFT FLOOR LAYERS JOURNEY LEVEL 527.01 1B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL 512.44 1 5S SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL 537.00 1B 5C SURVEYORS CHAIN PERSON 59.35 1 INSTRUMENT PERSON 511.40 1 PARTY CHIEF 513.40 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER 522.71 2B 5A HOLE DIGGER/GROUND PERSON 512.13 2B 5A INSTALLER (REPAIRER) 521.73 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $21.04 2B 5A SPECIAL APPARATUS INSTALLER I 522.71 2B 5A SPECIAL APPARATUS INSTALLER II 522.24 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) 522.71 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) 521.04 2B 5A TELEVISION GROUND PERSON 511.44 2B 5A TELEVISION LINEPERSON /INSTALLER 515.65 2B 5A TELEVISION SYSTEM TECHNICIAN 518.88 2B 5A TELEVISION TECHNICIAN 516.85 213 5A TREE TRIMMER 521.04 2B 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL 529.13 1N 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER 524.37 1N 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL 524.69 1K 5A TRUCK DRIVERS Page 5 KING COUNTY Effective 09 -02 -98 Classification DUMP TRUCK DUMP TRUCK & TRAILER OTHER TRUCKS TRANSIT MIXER WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER OILER WELL DRILLER PREVAILING WAGE $29.82 $30.20 $30.20 $26.48 $17.71 $12.97 $17.68 (See Benefit Code Key) Over Time . Holiday Note She- Code gask 1T 1T IT 5D 8L 5D 8L' 5D 81 BENEFIT CODE KEY - EFFECTIVE 09 -02 -98 ****************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS), SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 09 -02 -98 -2- N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S. ALL HOURS WORKED ON SUNDAYS BETWEEN THE HOURS OF I2:OOAM SUNDAY AND 6:OOAM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:OOPM SATURDAY TO 6:OOAM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALt. I-tnr rR c wnuY pn F. BENEFIT CODE KEY - EFFECTIVE 09 -02 -98 -3- ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE - HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE - HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE- ( HALF TIMES THE HOURLY RATE OF WAGE. 4. A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEARS DAY, WASHINGTONS BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). BENEFIT CODE KEY - EFFECTIVE 09 -02 -98 -4- I. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). 5. N. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). O. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). S. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T. PAID HOLIDAYS: SEVEN (7) PAID HOLIDAYS. U. PAID HOLIDAYS: NEW YEARS DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY, AND A DAY OF THE EMPLOYEES CHOICE (7). V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W. PAID HOLIDAYS: NINE (9) PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEARS DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). Y. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6. C. HOLIDAYS: NEW YEARS DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). T 1 D. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, I INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER BENEFIT CODE KEY - EFFECTIVE 09 -02 -98 -5- H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). L. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAY PRESIDENTS' DAY. R. HOLIDAYS: NEW YEARS DAY; MARTIN LUTHER KING, JR. DAY; WASHINGTON'S BIRTHDAY; MEMORIAL DAY; INDEPENDENCE DAY; THANKSGIVING DAY; THE FRIDAY AFTER THANKSGIVING DAY; AND CHRISTMAS DAY (8). S. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (8). T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). 6. U. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY, AND A FLOATING HOLIDAY (9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEES BIRTHDAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (10). W. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE CHRISTMAS DAY (10). X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES BENEFIT CODE KEY - EFFECTIVE 09 -02 -98 -6- 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250'- DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR. E. ALL CLASSIFICATIONS, INCLUDING ALL APPRENTICES, REPORTING TO AN EMPLOYER'S DESIGNATED JOB HEADQUARTERS AND WORKING A MINIMUM OF FOUR (4) HOURS IN ANY ONE (1) DAY SHALL RECEIVE A PER DIEM ALLOWANCE OF TWENTY -FOUR DOLLARS ($24.00) IN ADDITION TO THE PREVAILING HOURLY RATE OF WAGE AND FRINGE BENEFITS. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25. May 5, 2000 r Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mike 011ivant 1231 Fryar Ave Sumner Wa 98390 RE: Permit Status MI98 -0168 16200 42 "d Ave S Dear Mr 011ivant: In reviewing our current permit files, it appears that your permit to demolish an elementary school issued on March 8, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)433 -7165 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, ga/MP/1— Bill Rambo Permit Technician Xc: Permit File No. MI98 -0168 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 •. Phone: 206 -431 =3670 • `Pak: 206. 431.3665 Sent by: Parametrix Sumner 4 p Pararnetrix, Inc. 1231 Fryar Ave., P.O. Sax 480, Su n r, WA N300 -1518 253.5835128 • Fax 253-863-0S46 • www.paremetrfx.com 206 863 0948; 05/11 /49.p 1 : 07PM; ; Page 1 /3 Cons d ants in Engineering and Environmental Sdances FAX TRANSMISSION COVER PAGE FAX IS 253. 883 -0946 To: Keith Harris, P.E. Highline Water District Phone: Fax*: 206424.0806 x: Bill Rambo, City of Tukwila, 206.431.3665 Gate: May 11, 2000 From Mike 011ivant Sent Sr Pat Crews Project Number, 216 -2714. 0031100 Project Name Highline Water District Total 0 of Pease; ❑ URGENT ® FOR REVIEW ❑ PER YOUR REQUEST 0 PLEASE REPLY ❑ FOR YOUR FILES BACKUP COPY WILL NOT SE SENT Comments/MelsaQe: Copy of Record of Communication dated 5/10/00 and letter from City of Tukwila dated 5/5/00 RECEIVED MAY 11 2000 COMMUNITY DEVELOPMENT tecaim1• is con ldsnesi end may also be sttomeyerivilsped. It you as not the Warded registers or the p.mn responsible for Its dirlrfation, please call us cola immediately at 3638135125 and return the WO to ua via the U.S. Pedal Service. Thank you Quality Swan Through Employee Owrirs/ilp,' Sent by: Parametrix Sumner 206 863 0946; ord of Communication 05/11/00 1 :07PM; jitFax #690;Page 2/3 O TELEPHONE COMMUNICATION ❑ INCOMING OUTGOING INDIVIDUAL „Ptss" n PHONE NO. 2 -V31 - 7I L, s— oRGlwwTu» Ze- af7 LOCATION O MIX STAPP MEETING O GLIENTIAGENCI CONSULTATION MEETING LOCATION 4,45 Ricugar No. 2/L • 32ye20 -e ' PROJECT NAME _CimejNe✓i�� �s+a, —, {lrei_ TIMe /i 4'9 4'i DATE By ROUTE TO: IVIVEITENTIZL PARTICIPANTS A, „L 5,0e 5.44./ .,.% Sent by: Parametrix Sumner May 5, 2000 206 863 0946; 05 /1 1 /00 1 : 08PM; )Mtrax #690; Page 3/3 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mike 011ivant 1231 Fryer Ave Sumner Wa 98390 RE: Permit Status M198 -0168 16200 42ad Ave S Dear Mr 011ivant: MAY :J r• • • 2000 •IIJf�liYlr}2SJ�, 1114, 0 In reviewing our current permit tiles, it appears that your permit to demolish an elementary school issued on March 8, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division, Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206)433.7165 if you wish to schedule a final inspection, Thank you for your cooperation in this matter, Sincerely, aaPPIt- Bill Rambo Permit Technician Xi:: Perini' File No. M198 -0168 Duane Griffin. Buildlns Official July 13, 1999 Ms. Brenda Holt Permit Coodination City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Project 96 -3 / 7.6 Million Gallon Reservoir Dear Ms. Holt: Serving the Southwest Metropolitan Area since 1946 RECEIVED JUL 1 41999 COMMUNITY DEVELOPMENT Please be advised that all future coordination for the construction of the 7.6 million gallon reservoir at the Crestview Elementary School Site will be directed to Highline Water District. Please address all correspondence to: Please call if you have any questions. Sincerely, lZ,Y1 Keith A. Harris, P.E. 23828 30th Ave. S. Kent, WA 98032 Keith A. Harris, P.E. Manager, Planning /Construction KAH:maf cc : uise Nacq••c Lo ►tic q.. cog I Dqq -CaOq Gc- oio35 23828 - 30th Ave. S. • P.O. Box 3867 • Kent, WA 98032 .• (206) 824- 0375. % FAX: (206) 824 -0806 Sent by: Parametrix Sumner 206 863 0946; 2/09/99 3:15PM;JetFax #832;Page 2/3 RIESIERV6/1 'h C P, 'u„tecl by 1)1 t, 23828 30th Avenue South • P.O. Box 3867 • Kent.WA 98032 • (206) 8240375/FAX Demolition/construction Project Overview The Highline Water District will be proceeding on the construction phase of a 7.6 million gallon water reservoir in early 1999. Many of you live adjacent to or could be affected by the reservoir construction and we want to keep you informed on the status of the upcoming construction. This project will provide needed water storage capacity to serve the Highline Water District customers. The enure project is set to begin in late February 1999 and run through October 2000. The water reservoir will be constructed in three distinct and separate construction contracts including: Phase I • School Demolition Demolition of the abandon Crestview Elementary School located southeast of the intersection of South 160th Street and South 42nd Avenue. Construction is scheduled to begin in late February or early March 1999 and will be completed in May of 1999. 824 -0806 to begin on new reservou Phase II - 1eservoir Construction Construction of the 7,6 million gallon water reservoir on the school site directly north of the existing school buildings. Reservoir construction will begin once the existing school has been demolished. It is expected to take slightly more than one year to complete. Phase 111 - Pipeline Construction Construction of 24 and 18 inch diameter water lines along South 160th Street starting approximately 300 feet east of 42nd Avenue and ending approximately 1000 feet west of 42nd Avenue. $99!`" What Can 1 Expect During School Demolition? The following tasks will be completed during demolition: • Construction of a 6 -foot high chain link fence, double gate. and silt fence around the school. The fencing will remain until reservoir construction is completed. • Removal and disposal of asbestos material within the school. • Removal and disposal of all contents of the school. • Removal and disposal of two underground fuel storage tanks. • Demolition and removal of the existing school structures. • Regrade the existing site. Site Access - The main access into the park off 42nd Avenue S. will remain open to the public during demolition. The contractors will provide traffic control measures into and out of the site. Access to the north parking lot (adjacent to the picnic shelter) and to the baseball field will be maintained during school demolition only. The park and baseball field will also be open to the public during school demolition. The picnic area will not be open to the public once the reservoir construction suits. but the baseball fields, Big Toy, west patting ot, and basketball courts will remain accessible to the public during reservoir construction. PUBLIC OUTREACH PLAN FOR THE CRESTVIEW ELEMENTARY SCHOOL DEMOLITION AND HIGHLINE WATER RESERVOIR CONSTRUCTION Prepared for City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Prepared by. Parametrix, Inc. 5808 Lake Washington Blvd. NE, Suite 200 Kirkland, WA 98033 PUBLIC OUTREACH PLAN PURPOSE The purpose of the public outreach plan is to provide information on how the surrounding neighborhood and the public which use Crestview Park will be notified about the demolition and construction planned for the site. The public outreach plan is also intended to fulfill a condition of the unclassified use permit (number L98 -0034) approved by the City of Tukwila. This condition states that, "A public outreach plan must be submitted and approved by the Department of Community Development prior to the issuance of a Demolition Permit for the removal of Crestview School. This plan shall include information on how the neighborhood will be notified about the construction schedule and related construction activities, potential road closures and solutions that address limits to park access." OBJECTIVES The objectives of the plan are as follows: Contact the public most likely impacted by the project Provide information in a timely fashion (i,e., prior to activities at the site which could impact the public) Give public the opportunity to ask questions and receive feedback (e.g., at public meetings) Fulfill conditions of the Unclassified Use permit. PUBLIC OUTREACH PLAN The public outreach plan consists of the following elements: Contact List: The mailing list for the project will include the names listed in Attachment A (Unclassified Use mailing list), local libraries, the contact person(s) for the little league that use Crestview Park, the Cities of SeaTac (Michael Booth) and Tukwila (Michael Jenkins Public Outreach Plan 1 February 2, 1999 and Don Williams) and any additional names suggested by the City of Tukwila Departments of Community Development and Parks (Michael Jenkins and Don Williams will be contacted prior to establishing the final contact list). Initial Mailing /Newsletter: The initial mailing will be used to provide citizens with an overview of all the planned activities at the site as well as a schedule. This mailing will also include a general description of some of the impacts that can be expected during demolition of the school and construction of the reservoir. However, the initial mailing will focus mainly on demolition of the school. The initial mailing is included in Attachment B of this plan. Update Newsletters: Newsletter updates will be used to inform citizens of any significant changes in the schedule, unforeseen activities at the site and/or alterations in accessing the site. They will also be used as reminders of significant events such as construction work along S. 160t Street which will cause partial lane closures. Including the initial mailing, there will be four newsletters produced (at a minimum). These include the initial mailing and a newsletter similar to the initial mailing that will be used to describe construction of the reservoir. There will also be at least two newsletter updates sent out during construction of the reservoir. Public Informational Meetings: Two public information meetings will be held; one prior to starting reservoir construction and one at 20% of reservoir construction. The purpose of the meetings will be to describe the reservoir construction activities at the site and to allow the public to ask questions of the Highline Water District. The public will be notified of these meetings through the mailing list and also by public notice (see below). The format for the meetings will include a brief presentation by the design team followed by an informational discussion and question period. Graphics, handouts and other materials will be prepared as necessary. In addition, a public open house was held in January of 1998. The purpose of the meeting was to inform nearby residents of the proposed project. Newspaper Advertisements: A public notice will be published in the Seattle Times and Seattle Post Intelligencer newspapers informing citizens of the date, time and place of the two informational meetings. The public outreach plan includes several attachments that follow. Attachment A is the mailing list that was used to notify the surrounding neighborhood about the Unclassified Use permit application for the project. This list will be augmented as described above. Attachment B is the initial mailing and includes a public meeting notice letter and a newsletter. The newsletter that will be sent out prior to demolition of the Crestview School and will also function as notification of the first public Public Outreach Plan 2 February 2, 1999 meeting prior to commencing reservoir construction. The first construction newsletter will follow the format and content found in Attachment B. IMPLEMENTATION SCHEDULE Outreach Event/Milestones Date Initial Newsletter Mailing Second or third week in February 1999 First Public Meeting Second week in March 1999 Start of Demolition Third or Fourth week in February 60 Working Days to Complete Demolition Initial Construction Newsletter Last week in March 1999 Public Meeting August 1999 Complete Demolition Start of Reservoir Construction 14 Months to Complete Construction Update Newsletter Update Newsletter Complete Construction May 1999 May 1999 July 1999 January 2000 October 1, 2000 Public Outreach Plan ATTACHMENT A - MAILING LIST ' • . .• •• • .• . •` I. " ••• ,.„ 1 ( Name Address Company /Affiliation BS Avent Lawrence Adcock Josie Anderson Marvin Arave Richard Barene Randall Barton Julie Berge Michael Booth James Bragg Ken Branton Richard Bruns Tod Byquist Jerry Cabunoc Walter Carr Evert Carter Clyde Cogger Susan Conroy Jerrold Cowin Gordon Cruttenden RD Danner Terri Dart Judith Deking Marsilio Di Giovanni Ainsley Dixon Terry Dooley Michael Dunlop Richard Ealy Robert Emsley Brian Englin Roland Enyeart Peggy Fokkema Jon Fosberg 16051 46th Avenue S 4037 S 160th Street 16061 42nd Avenue S 4035 S 160th Street 4030 S 152nd Street 4219 S 164th Street 57 Leonard Ct 17900 International Blvd 4448 S 164th St. 16303 45th Place S 4033 S 160th Street 16211 45th Avenue S 16312 45th Place S 4455 S 164th Street 16311 45th Place S 12421 1st Avenue S 4406 S 164th Street 4250 S 164th Street 15854 42nd Avenue S 16005 46th Avenue S 4015 S 160th Street 4236 S 164th Street 17015 53rd Avenue S 15856 43rd Avenue S 4409 S 164th Street 4554 S 163rd Place 4116 Hampton Way 16221 45th Avenue S 4234 S 166th Street 16026 42nd Avenue S 4440 S 160th Street 4626 S 164th Street Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Sea Tac, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Danville, CA 94526 Sea Tac, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98168 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Sea Tac, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Kent, WA 98032 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 Pnnc 1 City of Sea Tac Clyde Cogger Accting Svcs Lands Associates Name Address Company /Affiliation Mike William DS Virgil Nellie Robert Elsie Wanda Burl Clifton Daniel Keith Nancy Louis Kevin Fowler Fowler Gallagher Gardner Gath Gillen Grant Grays Hamilton Harper Harris Harris Hathaway Hauskins Henry Leonard Hicks Highline School District Larry Gerald Frank Joseph Holmes Honemann Hoskin Hoskyn Elizabeth Hughes Wesley Huit David Hume James Michael Peter Adaline Herbert George Richard R Jenkins Jenkins Joaquin Johnson Johnson Johnston Johnston Jordan 4251 S 139th Street 16402 Military Road S 4451 S 164th Street 4512 S 163rd Place 4456 S 164th Street 4603 S 164th Street 15850 43rd Avenue S 4458 S 160th Street 16032 46th Avenue S 16032 42nd Avenue S 4605 S 164th Street 23828 30th Ave S 16304 45th Place S 14305 15th Avenue SW 16039 46th Avenue S 16043 42nd Avenue S 15675 Ambaum Blvd SW 4621 S 164th Street 4408 S 164th Street 4404 S 160th Street 16017 46th Avenue S 4253 S 164th Street 16042 40th Place S 16319 45th Place S 4256 S 164th Street 6300 Southcenter Blvd. 4410 S 160th Street 4432 S 164th Street 16025 46th Avenue S 4417 S 164th Street 4216 S 160th Street 16061 Military Road S Tukwila, WA 98168 Seattle, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Sea Tac, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Sea Tac, WA 98188 Kent, WA 98032 Highline Water District Seattle, WA 98188 Seattle, WA 98166 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98166 Sea Tac, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 City of Tukwila Seattle, WA 98148 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Foster Community Club R &M Jordan Enterprises Simon Joanna Thelma DD Ulysses Walter Warren Hans LD Mark Sharon Tania Melvin James Melinda Walter Michael Miles Boris Martin Stephen David Srant Joel Duane James Clyde James James John John Robert Name Josowitz Kinsolving Klecka Knittel Kollias Kramer Larer Larsen Lockwood MacDonald Mann Maybee McDonald McKinley Merry Meyer Miller Mitchell Mitin Moloney Mounsey Muirhead Neiss Nelson Nienaber O Connor Olson Onorati Phillips Plummer Pool Porter Address Company /Affiliation 6716 Eastside Drive NE #11 16037 40th Place S 16045 46th Avenue S 16036 40th Place S 16360 42nd Avenue S P.O. Box 68592 4255 S 164th Street 4247 S 164th Street 4235 S 164th Street 16036 42nd Avenue S 4450 S 160th Street 16211 42nd Avenue S 4434 S 166th Street P.O. Box 68071 16023 42nd Avenue S 4433 S 164th Street 4228 S 160th Street 4412 S 160th Street 15857 42nd Avenue S 4418 S 164th Street 215 W Lake Roesiyer Rd 4243 S 164th Street 16318 45th Place S 16046 46th Avenue S 719 Woodmont Beach RD S 16031 40th Place S 4252 S 160th Street 16042 42nd Avenue S 16216 42nd Avenue S 16023 40th Place S 16018 42nd Avenue S 4416 S 164th Street Browns Point, WA 98422 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98168 Seattle, WA 98188 Seattle, Wa 98188 Seattle, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Snohomish, WA 98290 Seattle, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 Des Moines, WA 98198 Sea Tac, WA 98188 Seattle, WA 98188 Seattle, WA 98122 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Name Address Company /Affiliation AE Preiser Dorothy Price Gary Raab Charles Ransier Thomas Reeder Douglas Restad JW Roan Edward Rogers David Rupert Clarice Savage Joanna Sayson Thomas Scheffler Alan Schmidt Edward Schmidt Jess Schober Richard Schroeter Mario Segale Frank Sengstock Scott Sengstock Samuel Sewell Clyde Shaw John Siedenburg GJ Skogsbergh Floyd Smith Bruce Snyder Victor Sondreson Christophe St John William Stambaugh Fasil Tekola Peter Tiemann Harold Todd Anita Valdez 4608 S 166th Street 22749 Marine View Drive #1 4241 S 164th Street 4227 S 164th Street 4430 S 166th Street 4420 S 166th Street 4031 S 160th Street 15837 42nd Avenue S 16204 Military Road S 4430 S 160th Street 14004 SE 201st Street 16050 42nd Avenue S 15675 Ambaum Blvd SW 2609 S 133rd Street 4230 S 164th Street 846 SW 143rd Street 18010 Southcenter Pkway 16212 42nd Avenue S 19648 Marine View Drive S 4238 S 164th Street 4504 S 163rd Street 4448 S 166th Street 16011 46th Avenue S 15031 -B Military Road S #27 31622 8th Avenue S 4040 S 160th Street 16035 42nd Avenue S 4419 S 164th Street 4039 S 160th Street 4402 S 164th Street 16315 45th Place S 4459 S 164th Street Seattle, WA 98188 Des Moines, WA 98198 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Kent, WA 98042 Tukwila, WA 98188 Seattle, WA 98166 Seattle, WA 98162 Tukwila, WA 98188 Seattle, WA 98166 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98166 Tukwila, WA 98188 Seattle, WA 98188 Sea Tac, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Federal Way, WA 98003 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Sea Tac, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 oet..e A Highline School District 401 Childworks Learning Center 1 Name Address Company /Affiliation Leroy Vaneaale HJ Wagner Theresa Walker Michael Wallace Vivian Walsh Evelyn Werts WH Wetz Jeanne Wilkerson Don Williams Ina Williams Lyle Wilson Daniel Winston Oscar Wirkkunen Robert Woolsey Robert Woolsey Mark Zupan Citizen Citizen Citizen Citizen Citizen Citizen Citizen Citizen Citizen Citizen Citizen Citizen Citizen P.O. Box 68905 16038 46th Avenue S 4211 S 160th Street 4438 S 166th 16017 42nd Avenue S 4428 S 164th Street 16031 46th Avenue S 16076 Military Road S 6300 Southcenter Blvd 4611 S 164th Street 16203 45th Avenue S 19019 Pacific Highway S 16024 40th Place S 16030 45th Place S 16030 40th Place S 16043 40th Place S 1629 NW 82nd Avenue 1850 Mt. Diablo Blvd P.O. Box 88753 4217 S 160th St. 4225 S 160th St 4237 S 160th St 4245 S 160th St 4251 S 160th St 4255 S 160th St 4403 S 160th St 4410 1/2 S 160th St 4411 S 160th St 4220 S 164th St 4232 S 164th St 16217 45th Ave S 16012 42nd Ave S Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Tukwila, Wa 98188 City of Tukwila Seattle, WA 98188 Tukwila, WA 98188 #1 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Miami, FL 33126 Sea Investments Limited #250 Walnut Creek, CA 9459 Safeway Store #1493 Tukwila, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 Seattle, WA 98188 09110 Seattle Tractor Parts, Inc. Name Address Company/Affiliation Citizen 16218 42nd Ave S Seattle, WA 98188 Citizen 16228 42nd Ave S Seattle, WA 98188 Citizen 16234 42nd Ave S Seattle, WA 98188 Citizen 16238 42nd Ave S Seattle, WA 98188 ATTACHMENT B - INITIAL INFORMATIONAL NEWSLETTER FOR DEMOLITION OF THE CRESTVIEW ELEMENTARY SCHOOL Sent by: Parametrix Sumner' 206 863 0946; 02/19/99 3:15PM;JetFax #832;Page 2/3 R[SEVCO RPORT P i i I e 1 h / F I r h t 1 I r i s. V V I) 1 r 1 1 � r. 23828 30th Avenue South • P.O. Box 3867 • Kent,WA 98032 • (206) 824.0375/FAX 824 -0806 February 1999 Demolition/construction to begin on new reservoi Project Overview The Highline Water District will be proceeding on the construction phase of a 7 6 million gallon water reservoir in early 1999. Many of you live adjacent to or could be affected by the reservoir construction and we want to keep you informed on the status of the upcoming construction. This project win provide needed water storage capacity to serve the Highline Water District customers, The entire project is set to begin in late February 1999 and run through October 2000. The water reservoir will be constructed in three distinct and separate construction contracts including: Phase I • School Demolition Demolition of the abandon Crestview Elementary School located southeast of the intersection of South 160th Street and South 42nd Avenue. Construction is scheduled to begin in late February or early March 1999 and will be completed in May of 1999. Phase II - Reservoir Construction Construction of the 7.6 million gallon water reservoir on the school site directly north of the existing school buildings. Reservoir construction will begin once the existing school has been demolished. It is expected to take slightly more than one year to complete. Phase III - Pipeline Construction Construction of 24 and 18 inch diameter water lines along South 160th Street starting approximately 300 feet east of 42nd Avenue and ending approximately 1000 feet west of 42nd Avenue. What Can 1 Expect During School Demolition? The following tasks will be completed during demolition: • Construction of a 6 -foot high chain link fence, double gate, and silt fence around the school. The fencing will remain until reservoir construction is completed. • Removal and disposal of asbestos material within the school. • Removal and disposal of all contents of the school. • Removal and disposal of two underground fuel storage tanks. • Demolition and removal of the existing school structures. • Regrade the existing site. Site Access - The main access into the park off 42nd Avenue S. will remain open to the public during demolition. The contractors will provide traffic control measures into and out of the site. Access to the north parking lot (adjacent to the picnic shelter) and to the baseball field will be maintained during school demolition only. The park and baseball field will also be open to the public during school demolition. The picnic area will not be open to the public once the reservoir construction starts. but the baseball fields, Big Toy, west pantie lot, and basketball courts will remain accessible to the public during reservoir construction. Sent by: Parametrix Sumner c HighlineWater District 23828 30th Avenue South PO Box 3867 Kent,WA 98032 206 863 0946; 02/09/99 3:16PM;].LFu #832; Page • Construction Notice - Crestview Park Water Reservoir Improvements 41 • 4P ior• yam, 'or The following areas of the site will be unavailable for public use during the demolition of the old Crestview Elementary School: • A 6 -foot high chain link fence will surround the main school area. This area will be closed to public access. • The west parking lot (that was part of the school's parking) will be unavailable for parking (this lot is currently closed off to public parking). The demolition contractor will use this lot. In addition, limited work will be perfo outside of the fence including sidewalk or asphalt removal. Noise - Initially, much of the demolition work will not generate excessive noise. However, when the structures are torn down, more noise is to be expected. To minimize noise impacts, demolition work will be limited to typical working hours: 7:30 AM w 5:30 PM Monday through Sansrday. lie • Trucks are required to haul demolition debris away from the site. All haul traffic to and from the demolition site will be required to travel from 42nd Ave S. to the Military Road intersection. %.- 1'... How Can 1 Learn More About the Project? Two public open houses will be held to inform the community and answer questions regarding the reservoir and construction activities. The lust open house will be held during the demolition contract but prior to construction of the reservoir. This meeting is scheduled for March 4, 6 :00 pm at the Highline Water District headquarters 23828 30th Avenue S., Kent. The second open house will be held at the 20-30% construction phase of the reservoir. hi addition, newsletters will be sent out to inform you of progress at the site and changes in schedule. If you have any questions, feel free to contact the following people: Keith Harris Highline Water District 23828 30th Avenue S. Kent, WA 98032 (206) 824-0375 Michaid Jenkins City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 (206) 431-3685 rco o3 t000 IA* 112 Date: 2/2/9 J l IMncn c01 ITtlf 1CTon I a Ic TUkWIL& PIMP nroaOTU Ii1T SPECIAL PERMIT No 25 -99 76-99 BY virtu, of The PrewinInns of the Uniform Piro Cade adopted by City of Tukwila Winona*. 1(1 -• _, i. E+R" N{� gal a_._._ H ..,, bowed at _160th. .amti. _ iie lath.' ~Ow Allims n.03 having mneln nppllnnrinn in Sitlf 1pnn1 Ind *1 Um walllilinnw 111neewln/11.QI..•pa .01J1IVI niueIa pm Ip pry • Ierbp. busk sus the, Intent of the Orairmanee con tmo obaaniee. authority si Iwudly Ia+vun fond TM. palIMIT Ia woven leg 1Q_iTWtaU, altar, r, rni ivr, place temporarily out of co ytoo or o>theewbm rliapam of may f1aAmeb1e or combustible Liquid tank per 79.116 of the II arm- - — Fire.Code* Thl, PERMIT ir ircuod and a000p nd aw anritlan that all O11AlIiMlsan Inrlrinillna nnw }rigprod or fiat may heraahar be adop'bdr ahali iff ovtnand wtt1Y tr+IR PF17MIT VAI In rap TrW. fo81194e a... AM r.r111 NMI r1Y►+ v1 owl !Wel r 12, err r rl I.W am 1. now minor% in mos use et OfNlihMi inlli</ new ovnit, ) w10 a1t11MIY MILT NI POMO ON TIIC fMlemr0C01MCNT1ONCta AOOVE TOTAL P.02 Received: 2/ 3/99 7:29AM; FEB -03 -1999 07 :1? 4r J HARPER CONTRACTOR INC _y Parametrix Sumner; Page 2 From KlL n EnvironmiThnt;i1 Talc hn( )lnrpos mervinnmentimaregetnentacepany 4Plk P.02 Orb: Pages to follow: I!. From:.. Klccn Eavironmtaal Trchoolopa Phone (206) 2154010 Pam (206) 2115 -0646 ComnnntIn KIT Fat 3044154010, Phone 21 *2111141010 Received: 2/ 3/99 7:29AM; -> Parametrix Sumner; FEB -03 -1999 07:17 41r J HARPER CONTRACTOR INC Kisen Environmental Tochnologiss, Inc.. February 1, 1999 J. P arper Construction Attn: Pat !Unbar 8425 - Ave. South Seattle, WA 98108 Page 3 Rt: OWL P.03 Crestvum Elementary Schoot Dernolivpn Lear Pat, Enclosed you will llrd all the in1onfiatgon' you should need in regards to our company for your p'-e co c oh `rn> tisg on.;2t2i93. 't any further information is W needed please I me alt (260: 81 -$010; 4: :!7'.. • . . . it is our Intention to use Marino. Vacuum Servioi •' :o; .dump and dispose of remaining product rrt1`telWOV S ladated.drrthis'p xt -. t'tiavc Qrcia&ed their • EPA ID # as well as'FeCera -Tax ID f!. This ehOistd:s tisfy.Oispzai criteria listed :n specs. <;:::•:.�.;x :r':.r,�- :c��_.. Thank you, Received: 2/ 3/99 7:31AM; - FEB- 03- 1999 07 :19 J HARPER CONTRACTOR INC Marine Vacuum Service (208) 762 -0240 phone (20E) 763 -8084 tax P.O. Sox 24293 Seattle, WA 98124 EPA ID *WAD 980974521 Fed. Tex • 91- 1153034 . Parametrix Sumner; Page 4 {/ j P.04 Received: 2/ 3/99 7:32AM; -" FEB -03 -1999 07:19 J HARPER CONTRACTOR INC ■ Parametrix Sumner; Page 5 P.05 -: _ 41 1 t ; K l .Fire Code Institute Inter nation: , , , i 1 li ' ELIZABETH E ROSE 1 r ti, I is CERTIFIED in i UNDERGROUND STORAGE TANK R i DECOMMISSIONING De htenradonai Fire Corse built* °Nests that tkt indiv lnol maned on this conflate hes satiiaderdy , II deambo4d nk ed ltnowleige of national anderground storage tank regnf Noes ad Mdnsrry aondants in effect 1 M i 1 on fhb doe in the awry shown above by :accessibly • opgieting the prescnbed written eeiusui Mork. i E r i • 1 r Wanersdf by oar hand E r I &dreade No. 1116983 -26 i Mk Issued Noreneer It 19M ` For the loteraattend fire Cole Insulate IM J' ► 1 atot I , i - . �. Received: 2/ 3/99 7:34AM; -> Parametrix Sumner; Page B FEB -03 -1999 07:22 3 HARPER CONTRACTOR INC Klssn Environmental Technologies, Inc. January 28. 1999 Parker, Smith, & Fisk Attn: Jolene Vis Fax 382 -1135 Re: Crestview Elementary School - Additional Insured Into P. 08 Jolene; • Per our conversation the :4010 R t is needed to obtain additional insured certificates: :......, .. :. .,...... ..,_ ... Additional Insured: J:• :Ha p+er• :Contractor Inc :•:(Gerersi Contractor) .:',f . .::44.- l .' 424..1.0 Ay*. e�.' .l'.:� S'�.... t • � ���(`Ss♦sttbr V IA 901 :0 ..:rte.. • . -... • • ... :.x:(208},',783 -9441 taut ;.... :..:.,......_ _ ...�.. .. . ':.Contact: Pat IG . Water DietridlCiili er) - 'PQ.;... Box 3867 a..... .. VAA,8.8032 M . :.r.. �....::i(206) 8Z4.037s,',•exl::1 2 ..... • C0 t:'tllla�r Foaaas•.... . Oescription: iiiiiiiiiiiiiiiiiiiiiiiii roegval of (1) One 788 liter • ,diesel UST' acid (1) 9,000 gallon heavy oil UST. in :accordance with ell federal, state, and local .regulations. Location: Crestview Elementary School 16200 - 42nd Avenue South Tukwila, WA Contract Amount 58,788.50 Time For Complete: 60 wonting days 754 Gamow swat • Seen* WA 94109 -3005 • (206) 111114010 •, fait (OD6) Sl<S4646 Received: 2/ 3/99 7:35AM; -> Parametrix Sumner; Page 9 FEB- 03- 1999 07:23 4'' J HARPER CONTRACTOR INC. Est. Start/End: Feb. 8, 1999 - April 29, 1999 If any other info is needed pleas. Cell me at (208) 285 -8010. Thanks, P. 09 FEB -03 -1999 06 45 T HARPER CONTRACTOR INC .t! P. 02 LID..`- M w N ,, M1 I• IWIw'w+%illf .:L.. . .w............- ...�.....w�.bVAI nrooucts 4701 S d Middleton Insurance 471)1 South 19th Street P.O. BOX 1131E Tacoma, WA 9=411.0703 low iT r0 TF1CA NO T 4#7161$17111111r" �� �y�p glp0W. AL THE 9E ATiaFE 7HE Q�L 01t COMM* APPOAD wti COMMIE A Transpnrtndon lntutsnee Co. MUM J. iurpar Caetiictor Ise. 8423 » lac Avenue Smith Seattle, WA MOE TAR 1 N" America Cas. Co. of Radios PA mom, Continental Casualty Co. 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TMST 1 fi• 01f114A1 • AA IMPLOtEE 1 D Cosltatturs Equip Hirsilars14,42p ^ 1073223e51 Il31UI lla< d3M1/99 Rohr N iu.cdp1iw Sir Burks mpg Emmus l/1 Ortll?�tlrteratlAlTlowKVOI►T DNiA►p 11p,isMllhow Imo NE: CRFSTVI E W EL,.EMENrAaY SCHOOL DIDWOLrTWN, PROJECT 01.3rCONTRACr os-mos IMMUNE WATER DISTRICT AND CITY u1+TUKWILA ARE ADDITIONAL INSUREDS Prise ry additiosal Isatsesss ;Adagio It Amy person or argsais -ikw caned RRwww•' ���( .F«.. ... ..., ...%r-�X'.'1CLw.w•...n - N� ....0 .. - .•Tii-1:, ^C:5.3L1,r, i .'rt.r ..w ; t` c4. y...y...z..7 1. .•'ir'+.r.::••.i� ;7..i . ,..„ 11aum Off OP nu Amu O1I0AIitO Micas si CMlrsyp Mahe mi 1IIGHLINE WATER DISTRICT 1lsllAMS am rlRNOlt Tits M IMIO Ow/IAIIt WILL cltdraa 10 nu. 3312130,111 AVE. s. as OHMS EIItIT'nsl pallet Ye lit EMg11eMe mop Rum To Ds LUt KENT, WA NOM An MUM TO SRL ruEM Jolts Mau. swum MO OINOATISI all mount r Ain no • stl WS ACMIITIt Os mumumemunsus 1 »........ ! • .. -s .. � over Into r .,.•.,�., w.. r Y . 2 •. {x..utel iMt m., -. 1 'a- FEB -03 -1999 06 :46 , MAw ww• .wy. . max:A • iH .....M...,... W7:444. :011,01.034,... JAM) JJWIY. • • •M•MIV• .M/.w .M «wi.V • "" . .. ..• •.:: z.... ....: S.. .^.: „J.:'X'«+I+..w. t M.•v J..v:I:i.:. r{. At HARPER CONTRACTOR INC V INSURED: J. Harper Contractor Inc. P.03 3.74alU2:111 . I �I• 1 . ^•...I „'• 7 �•I•MM Vw.r•. •:• • ••.I..�I�.I. .r. •� r-.* DESCRIPTN N OF QPEDATIQNS& CIAL MIS - (Continued): tor by wawa aMtraet or woman per Nu111 4- IlPs7m lnrs aM altar c Mantilla r elk ice Obi Project 0401142 TAN FEB -02 -1999 14:51 J HARPER CONTRACTOR INC Agcaay Cass No. -. v,. ash/ Project Tzte_ 1. ■ Asbeocos GET SOUND AIR POLLUTION CONTROL. AGENCY 110 Uaiea Sus. Suite SOO. Seattle- WA 911101.203( NOTICE OF INTENT . TO PERFORM: lyrrra7 the Qd. P. 02 -bate Received 1 2. Asbestos Remove1 dt Denoolldon 3. ' De4loUdoas. No AsMtos 1laaeval Demolition Inbrmetlims Demolition Contrricter-. No. of Saeetaees: mails ac (List we Dept as demolition contactor below) O Ordered Demolition (sUach copy of Order) /10OWAUS«Ucc'RUMASwwAeMrna IIMlaw MR/ i1MIRNCeUM1 IMMEOWW NM 1 fsnjest and 1Jd C.•d•►d&r1 -Tat . •. No. of Structures: o beck if a 1 ,2.. bona Sytean ht:stladoa: acacias Mat'1: O Amnia Lt1C. Mat•L: LUCIE= 04i. o Cams Pl e.1llooisj M■'l poems Ma'I . Otte- L Asbe:ioa&Deaer9tion Pryat C414ritrlw: NOtlfica1j0e 1iV jp 1. U Ow. -Occupied. Singto•Fataiy Residence Asbestos Removal Project Prior Notice Sinsla•Facdly Radtke De:leoltdas Praiser Ft Slats Completion ZS'� Wit. w Q Su asbestos enamel be ■ Y, Dee re-. riot bbl. f., .., �..r;,, .,, — k. Palate 1;1 Misr o Casa • ■ 1e- riYl■.l 0 - -91 .7 girmak ■ tf,ir's.4 ... or 4 - ISO fin Or $150 150 b 9. 100. • 149 ■ •f'1'r. "i :. .r, .f .7" 1.• L ■ t :2.1_ ._- �` -- - > _I ' - :►..rV1 "1.""ai[.."r1•iE'30:T1:? u"M"`*'MI it "'1_," — C`•"i=y1 • I do frowy eenty dm dui Lotomotim oombod oulam ia.. rani Mr/ImmOol Area demited•1mis, is as sr Ws at my airwOOF mosaic cad campinao 1 sou MA ma or ells. all lam* Mims « dwe -Mien ami•Mi« to Weir roil i eopso/,irm miles period teas dosed. &tam Fwf. N.. do. WO (.rim' tare) AM • Il..nweiwis r p*iriesso Remo Palionsad By FEB -02 -1999 14 51 J HARPER CONTRACTOR INC P.03 Kitsap Counties. PSAPCA's Regulati TB. Article 4, enquires advance aocifcation be 'omitted to PSAPCA, on Agency- approved form no. 66.160 (devised 10M ° for any albesros project involving materials eqei, a or greater in sine than 10 linear feet or 48 square feet and for any dernolition project, regardless of asbestos contest, involving structures with a projected roof arse greater than 120 square feet. NodCts of intent sbouW be mailed or bend delivered to PSAPCA (address on mane side) wish ties appropriate project fee. A PSAPCA representative will eewiew the notification, sad if it 1s completed correctly a copy will be returned by snail within 3 to 5 days to the uniling address meted in box C and box 1. ma returned copy will be rut valid notification. v t 211 �. • •� t .... •►•.. •, I..! t.,. ., l •!. :1 • r .. Ate: e7S Cary: •eaff-f le • c LI__ ■ • I.• .!t..11 t. •. r /YNiC. stair w Izip: f8fetr ., r •i I.•t 0.1 4I11-t.•d..'- 1:.• Phone: l2tq,) 7tC;3' —y3g3 Fu: (Zot1j3— tVV/ autoeuNES FOR 6I MIT RNO A NOTICE OF INTENT Eater all applicable information accurately and Completely. Incomplete Notices of Intent w111 be returned. Contractor lob rt: Box A. Check the appropriate project type. Sox 8. Eater the legal property owner information Box C. Enter the asbestos contractor inform:Eden, or "not applicable" (N/A) for demolition projects when no asbestos - coataining materials are present. For an Owner Occspied, SimPe-Farally Residence asbestos removal project (project allegory ICI), Est the asbestos removal contractor or property owner doing the asbestos removal (Indude property owner's mailing address). Boa D. Eras the asbestos removal or demolition silo address. For an Owner- Occuplsd, Single- FatnhIy Residence asbestos removal project (project category HI) where the property owner's mailing address differs from tire site address listed in Box D, rr letter mast aecoapeny the Notice of Boo* verifying that the structure located at ties site address is aurentIy being wed as the property owner's domicile. Multiple ubeotoaldcantolitioo ptvjeecte involving mots than one atrueane (project category 112 thtuugh M8) roust be aubtcdtted in accordance with PSAPCA Regulation G Seczion 4.03(4)(7). Boar E. Enter the asbestos survey informedon or check material presumed (for asbestos projects only). An AKERA building inspector must conduct as asbestos surrey prior to any demolition project (i.e.. the wrecking, rating, leveling, disnandi ►g or busting of a structure, making the structure permanently uninhabitable or unusable). . Box F. Enter tbs demolidon project infix-nudge. If the structure is to be used in a training flee. list the fire department responsible for conducting site bum u the demolition cootractar a Bax i. 11 the property owner has been ordered to perform a demolidon by a government official. submits copy of the order from ebe appropriate official. Ion C. Eater all asbestos project information or enter "N/A" for demolition projects with ao asbestos removal required. AU multiple structure asbestos projects (project category 1110 sad H11) moat be submitted wind a wo&plegi,ineg.d gj aEglpL ,• • .. ;. .dress _ and r „ . . .All.. ..• fro .•, . -.t L. . .1.1• work ask. Bert il. Check ono project category in boxes 1 through g. The project fcc includes the demolition fee. Asbestos removal projects and demolitions with eat asbestos removal Involving teu than 10 linear feat or 46 square fact may be filed as project cameo 3. An emergency asbestos project or demolition may be requested by checking iris appropriate job size category in boxes 2 through 9 and then checking the applicable emergency box in category 9. Emergency asbestos project natlfs:miens must be submitted with a letter from the property ownm *xplainin$ the tecwity for the 9111erga•tcy. Eranieacy demelkion nodflcacioas taunt be submitted with a laser from en wtborised government official or a licensed unmoral engineer documenting ens we shtmune is in imminent danger of collapse. To request ere alternative means of compliance for friable or aonf cable =trials, check the appropriate job ate category is addition to the applicable box is categories 10 and 11. A work plan must be submitted by an sppropetately trained individual along veltte toes; nvdflcattoo. Sore 1. Sign the c+ottf'reatian certifying the accuracy sad completeness or the information provided ou the fors. Soar J. Enter deatolidon contractor malting inkematton too back). masasumingide are required for changes Mu incre use the project type, .lob altos cstegory, dm types of abates aaawdals to be removed and work schedule changes. No fee is required for worts schedule changes if the contractor is participation its the Agency work schedule Cur program. A $50.00 massing fee is squired for all other aumendnrnts. For technical assistance. contact Tom Hudson at (206) 689.4010 Larry Vaughn (206) 6894033 or >Kwanss Agyel (200) 669• 4051. For inquiries concerning notification and amendment status contact Anne Morgan at (206) 689.4090. , P$APCA Forces N..; 61-140 etttwieei 41ea) ACM TOTAL P.03 Received: 2/ FEB -03 -1999 'assist fele its 11f i r r f ECOL O G �Y 3/99 7:36AM; -> Parametrix Sumner; Page 10 07:23 ;fir J HARPER CONTRACTOR INC UNDERGROUND STORAGE TANK 30 DAY NOTICE See back of form for instructions Please 0 the appropriate box JIntent to Install Intent to Close -Site ID Number (en invoices*/ available lrgnr Ecology' it the tank is mists Site/9uiin*gs p,& + / 11. /.4. % b! Leta S � . P. 10 For Office Use Only Owner M Site. Both Site Address: t 1. radar TANK i jF ( t, 'a :•TANKS TO BE .CLOSED Tf+is section to ba law outiONLY'if tares el; DeirigrelnoverS: • Tank ID Proje.tsd: • •. Tank . Substance : 'Date ...:Is aura .. . lino,. Cbsura Capacity • Stove . tank product :in.... date tank Darla... last usad th*.tank? pumped TANK IN ;I;'I l isT.fiN f'f F;f 1 JFir.it 1 ) I- r (.t ■•nt-1.\,1i TANKS TO of INSTALLED This MOM t � pu 1► re Tank ID Install Date rA K FLHI Senvice Provider: Coroact Name: TaNpnoAr. AdOrs$s. 4■ id in. . J• t i�pb0a b Ori out NAY d IMAM 1 Yid Isom rdyat marl rp,rMINN UST OM1n Nv J / �/+ OPERATOR !riI Vetit r MAILING I com Ibt l Jr+ Cot Plea= typc el pnai tadortwmion M ipwa _PeninR brills �YS lima a�iai• 15 r ECY 020.33 02/05/1999 09:59 2064332103 MAINTENANCE D. PROPERTY OWNER DECLARATION The undersigned snakes the following statements based upon personal knowledge: 1. 1 am the current owner of the property which ie the subject of his application. 2. All statements contained in the application are true and correct to the best of my knowledge. • The application is being submitted with my knowledge and consent. ▪ I understand that condltfons of approval, which the City and applicant have Jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated Into an agreement to be executed and recorded against the property prior to issuance of any construction permits. PAGE. 02 I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at $I.AriiffA/ (city), Lr/AthIj /it/4'72' / (state), on 190.2. A/ ,27 d"CJ+/-)Jor (Print_ !Name /7 'I Sri* AMEANIQ .6 ou (Address) ,3Oie /41fYV 1444 9a/4 - /ras zee.. digs ¢z (Phone Number) (Signature) Use additional sheets u needed for all property owner signatures. MEMORANDUM TO: File MI98 -0168 FROM: Michael Jenkins DATE: February 2, 1999 RE: Crestview Reservoir public outreach plan I received a phone call today from Mike 011ivant of Parametrix concerning the development of the Public Outreach plan required under the Unclassified Use Permit approval. The Public Outreach element is required to be approved prior to the issuance of a Demolition Permit. Mike indicated that they are trying to prepare their plan but cannot fully complete it as they have not hired a contractor or completed their scope of work. Mike did indicate that they will be filing a draft Plan that includes the following elements: • Letters to residents about demolition of building, including time frame, dates of work and possible completion date • Signage posted on -site concerning demolition time frame and contacts • A public meeting following demolition concerning construction schedule and possible impacts I told him that this framework appeared to be satisfactory but some additional steps may have to be added. TO: FROM: DATE: SUBJECT: r City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering March 4, 1999 Crestview Reservoir Crestview Elem. School Demolition 16200 42nd Avenue South Permit Number: (PRE97 -050) MI98 -0168 Contact: Mike 011ivant Phone: (253) 863 -528 John W Rants, Mayor Ross A. Eamst, P. E, Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MARCH 4,1999. Land Altering Storm Drainage - capping only Sanitary Side Sewer - capping of pipes leading to existing Septic tank Septic tank abandonment under a separate permit Total: PERMIT FEE $23.50 No Fee $23.50 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /cs CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept (with copy of permit & application) City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS File: M198 -0168 Applicant: Highline Water District Address: Crestview Park, 16200 - 42nd Ave S. Date: October 8, 1998 If you have any questions about the comments indicated below, please contact Michael Jenkins at (206) 431 -3685. 1. At their October 5, 1998 public hearing, the City Council required the following condition as part of their approval of the Unclassified Use Permit: 1. A public outreach plan must be submitted and approved by the Department of Community Development prior to the issuance of a Demolition Permit for removal of Crestview School. This plan shall include information on how the neighborhood will be notified about the construction schedule and related construction activities, potential road closures and solutions that address limits to park access. Please submit the plan for review and approval. Once approved, the Demolition Permit will be approved by the Planning Division. c City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E, Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 19, 1998 PROJECT NAME: Crestview School Demolition PERMIT NUMBER: MI98 -0168 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1) Plan sheet 3 of 3 indicates that the septic tanks will be removed during Phase II, excavation and construction of a 7.6 million gallon reservoir. Please state on the plan what will happen to the existing sanitary sewer line between the capping point inside the security fence perimeter and existing septic tank. 2) Please indicate on the plan the estimated amount of cubic yards to be cut and filled for land altering, including the fill after removal of the two existing underground storage tanks. Our land altering fee is a progressive fee based on the cumulative yardage of both cut and fill. 3) A separate permit from Tukwila Fire Dept. is required for removal of the two underground storage tanks. Applicant shall contact Tukwila Fire Dept. @ 206 - 433 -1859. 4) A separate miscellaneous permit is required for hauling activities - see attached permit application. The following items shall be submitted with your hauling permit application. a) A copy of Certificate of Insurance (minimum of $1,000,000) naming the City of Tukwila as additional insured. b) A $2,000.00 bond made out to the City of Tukwila for possible property damage caused by hauling activities. c) 5 copies of a map showing the haul route to be used. CITY OF iJKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT (P- SHORE) APPLICATION 1. PROJECT BACKGROUND A. NAME OF PROJECT /DEVELOPMENT:(�`t[1a 1�dt2ta 9SFi ,r�,�pl'170� -, B. LOCATION OF PROJECT /DEVELOPMENT: STREET ADDRESS: G•d ©t f23 i ST • ASSESSOR PARCEL NUMBER: 441 I, 4 2 30 4 g Ado? - d 4 LEGAL DESCRIPTION: $ELCU3 •, Quarter: V%.Lt) Section: 34 Township: 2.3 Range: 4. (This information may be found on your tax statement) C. CONTACT: (Primary contact regarding the application, and to whom all notices and reports shall be sent) NAME: ∎ V) V7E1 Yl1 Y14miZ i LMT c 1 A. t. A A. ADDRESS: 4 t 28 W. 2f..t/YtE?S t.• • V42.. hE • TaDM eVnt', wA . Qe2oG -3 PHONE: 425 Sao 48,S% [LEGAL DESCRIPTION CITY OFET I SEP 22 1998 PERMIT CENTER Legal: 362304 87 BEG AT NW COR SEC 36TH S 01 -19-01 W 1320.01 FT TO NW COR OF GL 4 TH S 88 -04 -53 E 381.81 FT TH S 01 -55 -07 W 341 FT TH N 88 -04 -53 W 50 FT TO TPOB TH S 88 -04 -53 E 426 FT M/L TO TOP OF LEFT BANK OF GREEN RIVER TH S 07 -00 E 10617 TH S 01 -06 W 104 FT TH S 09 -12 W 106 FT TH S 26 -49 W 102 FT TH S 47 -21 W 103 FT TH S 60 -15 W 40 FT TH S 7 4 -35 W 60 FT TH W 106 FT TH N 67 -30 W 107 FT TH N 26 -19 W 104 FT TH N 20 -22 W 1 -3 FT TH N 21 -54 W 105 FT TH N 32 -38 W 116 FT TH N 44- 04 W 35 FT M/L TAP FR WH TPOB BEARS S 70 -20 -07 W TH N 70 -20 -07 E 220 FT M/L TO TPOB TGW ESMTS TGW UND INT IN PRIVATE RD ADJ FOR ASSESSMENT PURPOSES FOR STAFF'USE ONLY . Planner: File Number: Z c7F - c Receipt. Number: . Project File #: p9 g -Qaso ❑ Application complete (Date: ) SEPA File #: ❑ Application incomplete (Date: ) C3C - / �1( n 1. PROJECT BACKGROUND A. NAME OF PROJECT /DEVELOPMENT:(�`t[1a 1�dt2ta 9SFi ,r�,�pl'170� -, B. LOCATION OF PROJECT /DEVELOPMENT: STREET ADDRESS: G•d ©t f23 i ST • ASSESSOR PARCEL NUMBER: 441 I, 4 2 30 4 g Ado? - d 4 LEGAL DESCRIPTION: $ELCU3 •, Quarter: V%.Lt) Section: 34 Township: 2.3 Range: 4. (This information may be found on your tax statement) C. CONTACT: (Primary contact regarding the application, and to whom all notices and reports shall be sent) NAME: ∎ V) V7E1 Yl1 Y14miZ i LMT c 1 A. t. A A. ADDRESS: 4 t 28 W. 2f..t/YtE?S t.• • V42.. hE • TaDM eVnt', wA . Qe2oG -3 PHONE: 425 Sao 48,S% [LEGAL DESCRIPTION CITY OFET I SEP 22 1998 PERMIT CENTER Legal: 362304 87 BEG AT NW COR SEC 36TH S 01 -19-01 W 1320.01 FT TO NW COR OF GL 4 TH S 88 -04 -53 E 381.81 FT TH S 01 -55 -07 W 341 FT TH N 88 -04 -53 W 50 FT TO TPOB TH S 88 -04 -53 E 426 FT M/L TO TOP OF LEFT BANK OF GREEN RIVER TH S 07 -00 E 10617 TH S 01 -06 W 104 FT TH S 09 -12 W 106 FT TH S 26 -49 W 102 FT TH S 47 -21 W 103 FT TH S 60 -15 W 40 FT TH S 7 4 -35 W 60 FT TH W 106 FT TH N 67 -30 W 107 FT TH N 26 -19 W 104 FT TH N 20 -22 W 1 -3 FT TH N 21 -54 W 105 FT TH N 32 -38 W 116 FT TH N 44- 04 W 35 FT M/L TAP FR WH TPOB BEARS S 70 -20 -07 W TH N 70 -20 -07 E 220 FT M/L TO TPOB TGW ESMTS TGW UND INT IN PRIVATE RD ADJ FOR ASSESSMENT PURPOSES D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon personal knowledge: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the application are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at 5103 f 43 Qt g Ca (city), (d\ (state), on �c � a- - «,199 Y. • AEas (Print Name) ) l (Address) 1-I /5 3 ?6 0;r7 (Phone Numbe (Signature) Use additional sheets as needed for all property owner signatures. E. TIgt CURRENT ZONING OF PROPERTY: F. PRESENT USE OF PROPERTY: •• .: - h . - L . ► •IS.'flrzl - G. SHORELINE ENVIRONMENTAL DESIGNATION: H. GENERAL DESCRIPTION OF SURROUNDING LAND USES: (Within 1,000 feet in all directions from the development site.) �— r- Itap +. It -`-AI . -_.li f OW) il "Mel/I1. 114t)1?O.Tal 440 / CDKiknGY''ei 44.. "cal Vrn16e- I. TOTAL CONSTRUCTION COST & FAIR MARKET VALUE of the proposed d *elopment: (Include additional future phases of development contemplated but not included in current proposal.) 2tr", err) J. BRIEF NARRATIVE DESCRIBING PROPOSED IMPROVEMENTS: AVG) 111 eh-1 pf is 2.��' • .. L ....1..- + !_ , = ! - • . - - - ■ +al K. PORTION OF PROPOSED ACTIVITY ALREADY COMPLETED: (If any portion or phase of the proposed activity is already completed on subject site, indicate month and year of completion,) N . . L. PROPOSED STARTING DATE: uPtret Cbt4APA T1Dr7 d!° Fkle iC Piasnews, 7 ESTIMATED COMPLETION DATE OF CONSTRUCTION ACTIVITY: 9O LiA -tt mewl.) smo kl+T . (If project will be constructed in stages, indicate dates:) M. TYPE AND EXTENT OF RECONSTRUCTION OF RIVERBANK (IF ANY) AND PROPOSED RIVERBANK VEGETATION: N. IF PROPOSED ACTIVITY TO CAUSE FLOODING OR DRAINING OF WETLANDS, INDICATE IMPACTED AREA (acres): O. TYPE AND EXTENT OF PUBLIC ACCESS PROPOSED (if any): Z*,t15.T1y1�r�i4V-ra1,ms NATURE OF EXISTING SHORELINE: (Describe type of shoreline, such as stream, lake, marsh, flood plain, floodway, delta; type of beach, such as erosion, high bank, low bank or dike; type of material, such as sand, gravel, mud, clay, rock, riprap; and extent and type of bulkheading, if any.) P. SETBACK OF PROPOSED PARKING/LOADING /STORAGE AREAS AND PROPOSED SCR NING: (setback measured from mean high water mark.) 1u= _ : - a �- _ _ s - : : vi ' - _ wiL . Eit_ 90 1I]Rern Wi.H•W. Wt . RESIDENTIAL VIEWS OBSTRUCTED BY STRUCTURES OVER 35' IN HEIGHT: (In the event that any proposed buildings or structures exceed a height of 35' above average grade, indicate the approximate location of, and number of, residential units, existing and potential, that will have views of the shoreline obstructed by the proposed development.) O. HEIGHT AND SETBACK OF ALL PROPOSED BUILDINGS AND STRUCTURES: (height measured from average grade level to the highest point of the structure, or mid -point of pitched roof; setback measured from mean high water mark.) t-1mttm+-�- dR 5+t12�crtrrz a u,t 1 ' - eil. 24 C. R. MEASURES PROPOSED TO PROTECT WILDLIFE AND FISH HABITAT IN AND ALONG RIVER: no Alla Aw00%FATED II. A. TO BE COMPLETED BY LOCAL SHORELINE OFFICIAL NATURE OF EXISTING SHORELINE: (Describe type of shoreline, such as stream, lake, marsh, flood plain, floodway, delta; type of beach, such as erosion, high bank, low bank or dike; type of material, such as sand, gravel, mud, clay, rock, riprap; and extent and type of bulkheading, if any.) B. RESIDENTIAL VIEWS OBSTRUCTED BY STRUCTURES OVER 35' IN HEIGHT: (In the event that any proposed buildings or structures exceed a height of 35' above average grade, indicate the approximate location of, and number of, residential units, existing and potential, that will have views of the shoreline obstructed by the proposed development.) C. CONDITIONAL USE OR VARIANCE REQUIRED: (If a conditional use is required, state in full that portion of the Master Program which provides that the proposed use may be a conditional use, or, if a variance is required, that portion from which the variance is being sought. c III. OTHER PERMITS REQUIRED FOR THIS PROJECT Indicate permits for which you have applied or will apply to the federal government, the State, City of Tukwila and other agencies; include permit application date, whether the permit is pending, approved or denied, and the permit number. ❑ Tukwila Conditional Use Permit ❑ Tukwila Variance Permit ▪ Tukwila SEPA Environmental Checklist SEPA Lead Agency: SEPA decision date: Tukwila Design Review ❑ Tukwila Preliminary Plat Approval ❑ Tukwila Flood Control Zone Permit (per Flood Ord. #1462) in Tukwila Storm Drainage Permit (per Ord. 1755) PERMIT # APPLICATION DATE DATE APPROVED ❑ Tukwila Land Altering Permit (per Ord. 1591) ❑ Archaeological Excavation Permit (WA :- DCD /Office of Public Archaeology) 9. ❑ Section 106 Review (WA DCD /Office of Public Archaeology) ❑ Coastal Zone Management Certification (WA Dept. of Ecology) 1-1 ▪ Hydraulic Project Approval (HPA) (WA Dept. of Fish & Wildlife) ❑ • Approval to Allow Temporary Exceedance of Water Quality Standards (WA Dept. of Ecology) ❑ National Pollutant Discharge Elimination System (NPDES) Permit (WA Dept. of Ecology) (Nationwide Permit) (WA Dept. of Ecology) ❑ Aquatic Lease (WA Dept. of Natural Resources) ❑ Section 401 Water Quality Certification Nationwide Permit (WA Dept. of Ecology) ❑ Section 404 or Section 10 Permit (Army Corps of Engineers) ❑ Other: CITY OFUKW/LA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT (P- SHORE) APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Department of Community Development (DCD). Please contact the DCD if you feel certain items are not applicable to your project and should be waived. Application review will not begin until the application is determined to be complete. The initial application materials allow project review to begin and vesting of the applicant's rights. However, submittal of these materials in no way limits the City's ability to require additional information as needed to establish consistency with development standards. The DCD Planning staff are available to answer questions about application materials at 206 - 431 -3670. APPLICATION FORMS: 21 Application Checklist (1 copy), indicating items submitted with application �7 Shoreline Permit Application (6 copies) L..JShoreline Permit Application Fee ($550) L� SEPA Environmental Checklist (6 copies) EPA Environmental Checklist Fee ($325) id Design Review Permit Application ( if building permit required) ( 6 copies) ($900) ❑ Utility Permit Application for Flood Control Zone (4 copies) ❑ Utility Permit Application for Storm Drainage Review (4 copies) PLANS [Six (6) copies of the following]: Tr Vicinity map showing location of the site. ITV Surrounding area map showing existing land uses within a 1000 -foot radius from the site's property lines. Er Survey at a scale of 1" = 20' or 1".30', with north arrow, graphic scale, and date; and the license stamp of the surveyor with surveyor's original signature. The following information must be contained on the survey: O Property dimensions, lot size and names of adjacent roads O Existing top of bank, landward catch -point of levee, riverbank toe, Mean High Water Mark and base flood elevation (100 -year flood) O For work riverward of the Mean High Water Mark: - Distance work extends into the river beyond Mean High Water Mark - Distance to federal projects and navigation channels O Limits of the 40 -foot River Environment and 60 -foot Low Impact Environment O Existing watercourses and wetlands (if any), with required buffers (TMC 18.45.040) O Existing grades at 2' contours, extending at least 5' beyond subject property's boundaries, with a notation of the slope of areas in excess of 20% O Existing trees over 4" in diameter by size and species, and any trees to be saved a Shoreline profile cros ' lotions at minimum 75 -foot intervals z(- g site's shoreline, showing: O Existing top of bank, landward catch -point of levee, riverbank toe, Mean High Water Mark and base flood elevation (100 -year flood) O Proposed structures /improvements O For work riverward of the Mean High Water Mark: - Distance work extends into the river beyond Mean High Water Mark - Distance to federal projects and navigation channels O Limits of the River Environment, 60 -foot Low Impact Environment and High Impact Environment O Existing and proposed ground elevations � O Plan view location of shoreline profile cross - sections lJ / Site plan at same scale as survey, with north arrow, graphic scale, and date; and the license stamp of the architect. The following information must be contained on the site plan: z 0 Property lines and names of adjacent roads O Existing top of bank, landward catch -point of levee, riverbank toe, Mean High Water Mark and base flood elevation (100 -year flood) O Limits of the 40 -foot River Environment and 60 -foot Low Impact Environment O Existing watercourses and wetlands (if any), with required buffer widths (TMC 18.45.040) O Proposed grades at 2' contours, extending at least 5' beyond the subject property's boundaries, with a notation of the slope of areas in excess of 20% O Construction limit lines, and areas of clearing/grading /filling - Notations identifying source, composition, volume (cu. ft.) and extent (acres) of any fill material - Notations identifying composition, volume (cu. ft.) extent (acres) and proposed disposal site of any extracted material A A- 0 Erosion control measures and tree /buffer protection measures (e.g. barricades, fencing). O Location and gross floor area of existing and proposed structure(s) with required setbacks 0 Lowest finished floor elevation 0 Location of driveways, fire lanes, parking, loading and service areas, with parking calculations and location and type of dumpster /recycling area screening O Location and type of site lighting, including parking and pedestrian areas O Location of site furniture, such as benches, bike racks; location and type of any proposed public outdoor art O Location and type of any trails, parks, plazas or other outdoor open space provided for employees or the public; existing and proposed open space easements and dedications, including any trail easements O Dike /riverbank maintenance easement (min. width: 30' riverward from catch -point of levee) O Location of closest existing fire hydrant; location and size of utility lines; location and size of utilities or street/sidewalk easements or dedications 0 Conceptual storm drainage plans with storage, detention and water - quality improvements (see Utility Application requirements for Storm Drainage Review) �,, /O Other relevant structures or features, such as rockeries, fences L� Landscape /planting plan at same scale as site plan, with north arrow, graphic scale, and date; and the license stamp of the landscape architect. The following information must be contained on the plan: O Existing trees to be saved by size and species O Proposed landscaping, including size, species, location and spacing O Location of service areas, vaults and mechanical units with proposed screening. IV. IMPACTS ON SHORELINES POLICIES A. SHORELINE MASTER PROGRAM POLICIES APPLICABLE TO PROJECT: (List the Tukwila or King County Master Program sections, goals and/or policies, including page numbers, which apply.) 712. WILL ! 4 )2. 144 I Pi r KV))4 -L. , X12 POLic..I 4 A -N I Av1 �X "% �r� t &r1 maxis. --c rG - ""r;+-E1(2.% , 42 4.):Zrt, r"aD ;,., *,; .rz Lim:.. 04 v.rxi' = rl,.... r t2)4W1 Poi:rc.) B. COMPREHENSIVE PLAN POLICIES APPLICABLE TO PROJECT: (List the Comprehensive Plan sections, goals and/or policies, including page numbers, which apply.) fQ Pc) !4L lS I x -M. Vet! F.0ti1STtNb idea W r- ) r_t OAP 1•' IM 4o'r c)►2L L- 4-✓► c-14-to (( T72-I411. AC ( 4 j Awl Ft) l�jl_l G 1 v) 'Pv2-•4 -s, 2 -0c_-c txar. 1 -1 CC--rPi Cr' (-Orr.'" T.'" A- Al Pot - l e, t c. V. SHORELINES DESIGN POLICIES All projects in the Shoreline Zone must be consistent with Tukwila's Comprehensive Plan and Shoreline Master Program policies (or King County's Shoreline Master Program if project located north of the 42nd Avenue bridge). In addition, all structures requiring a building permit (except single family development of 4 or fewer Tots) located in the Shoreline Zone must undergo design review with the Tukwila Board of Architectural Review (BAR). The BAR's decision is based on design guidelines contained in the Zoning Code (TMC 18.60.050) and the Tukwila Comprehensive Plan (see DESIGN REVIEW APPLICATION). The SHORELINE MASTER PROGRAM POLICIES and Comprehensive Plan's SHORELINE DESIGN POLICIES are summarized below. Note that more than one category may apply. In some cases, the goal for the use or area is noted to provide context for the design policies. NOTE: a) If your project requires a building permit you must meet additional criteria in DESIGN REVIEW APPLICATION. b) If your project requires a variance, you must meet additional criteria in VARIANCE PERMIT APPLICATION. c) If your project requires a conditional use permit, you must meet additional criteria in CONDITIONAL USE PERMIT APPLICATION. TUKWILA SHORELINE MASTER PROGRAM POLICIES (King County shoreline policies follow) A. ECONOMIC DEVELOPMENT ELEMENT 1. Commercial /industrial development along the shorelines should not favor outside interests at the expense of the local population. 2. Locate commercial /development in areas with low potential for recreation or other public uses. 3. Preference should be given to commercial /industrial development that will provide an opportunity for a substantial number of people to enjoy the shoreline. City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director October 22, 1998 Mike 011ivant, P.E. 1231 Fryar Avenue Sumner, WA 98390 Dear Mr. 011ivant: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number MI98 -0168 Crestview School Demolition 16200 42nd Avenue S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Planning Division and Public Works Department. At this time the Building Division and Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Brenda Holt Permit Technician Enclosures File: MI98 -0168 City of Tukwila Fire Department Fire Department Review Control #MI98 -0168 • John W. Rants, Mayor Thomas P. Keefe, Fire Chief September 16, 199.8 Re: Crestview Elementary School - Demolition - 16200 42nd Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A permit is required to remove the underground tanks. Contact the Fire Prevention Bureau for details at 206 -575 -4407. 2. Maintain existing hydrants in operable condition. 3. Maintain access for fire apparatus during demolition. 4. The accumulation of combustible debris on site is prohibited. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd DEPARTMENT OE LABOR AND INDUSTRIES • y. • REGISTERED AS PROVIDED BY ,LAW •AS, CONST CONT .GENERAL lrr5 V r 1 ) - e r :fib -4 r� Mfr: J HARPER CONTRACTOR INC 84.25 1ST AVE S SEATTLE WA 98108