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Home My WebLink AboutPermit 6943 - Rhone-Poulenc - RCRA Storage Shed Demolitioni4n 16 re kr" VDig POuLEKL )124K47q 43 CITY OF TUKWILA Dept. of Community Development - Building Division DESCRIPTION 6300 Southcenter Boulevard, Tukwila WA 98188 BUILDING PERMIT FEE.:::; (206) 431 -3670 PLAN CHECK BUILDING :SURCHARGE >;::: `i'i:,r'!'"�i �ii`S'.. 'rl�i'9�1�. "ti w: ~i:.c.i;�•�;5d'y+c':lrr� '�, ' "z. t BULDR4 '. PERMT (POST WITH INSPECTION CARD AND PLANS Its A CONSPICUOUS LOCATION) .'n�.,,,•„Pa ;l;'`ro�`�.9a�,iR�'.A�r i.i•`y ��lfcF;•,Yti:•..�I�� ' �X'. 6+ 7. k' �' �?+ �" w: � '.L;Y'�Y;'.;'�.'Y,!K +��'��tY•i l;f`��41;. (BUILDING PERMIT NO. DATE ISSUED: (DT-r.5 :1,;;;;;;:. �1, 4 (,2 f: ��.`..F )�r A�t'yr• f.N•�7,"^!1t�7:5j.(! ��. •�:i •r�� f�rM'Y�jTiJ�YL ��,. n: �•: �, tY:,'. r;i.�vt..':7�1,'ti.,S4•- :f.�n,�. .•., -:. .,.►�;- 1i'.'.�� SITE ADDRESS AMOUNT 30.00 RCPT # 4155'. DATE..<. 11- 15 -91:. OTHERi TO.TAL': PLAN CHECK NO.: 91 -472 9229 E Marginal Wy S SUITE # VALUE OF CONSTRUCTION 7,800.00 PROJECT NAME/iENANT Rhone - Poulenc (RCRA Storage Shed) ASSESSOR ACCOUNT # 542260 -0010 TYPE OF U New Building 0-Addition (J Tenant Improvement (commercial) (j Demolition (building) (J Grading/Fill WORK: 0 Rack Storage O Reroof Q Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Demolition of existing building excluding floor slab. PROPERTY OWNER Rhone- Poulenc PHONE 764 -4474 ADDRESS CONTRACTOR 9229 East Marginal Way South, Tukwila, WA Olshan Demolishing Company, Inc. ADDRESS P.O. Box 925628, Houston, TX 1ZIP 98109 PHONE 800 -874 -3366 ZIP 77292 WA. ST. CONTRACTOR'S LICENSE # OLSHADC099NW ARCHITECT 1EXP. DATE 'PHONE 8/08/92 ADDRESS ZIP rLO R,i SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE OCC. LOAD FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET TOTAL SQUARE FEET TOTAL OCC. LOAD TO TYPE OF CONST.• N/A UBC EDITION (year) 1988 SETBACKS: N - S - E- W- FIRE PRQTECTION: OSprinklers Q Detectors Et) N/A UTILITY PERMITS REQUIRED? R) Yes Q No Public Works) ZONING: BAR /LAND USE CONDITIONS? Shorelines -OK (K Yes 0 No CONDITIONS (other than those noted on or attached to permit/plans) n APPROVED FOR ISSUANCE BY: IRMA"' BUILDING DATE: / OFFICIAL - �l ' •e'• I hereby certify that I have read and e a' ined this permit and know the same to be true and correct. All provisions of Iav 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: DATE: PRINT NAME: �/�,�, '/ C / 2 L,/ COMPANY: ,-',y"2,t/- :This permit shall become null and.`void.if the work is not commenced within 180`days from the date of issuance, °or if the work is suspended.or abandoned fora period of 180 days from the last:insppection CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: PLAN CHECK NUMBER CfR -141a BUILDING ° . )ERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS ci aa. MGT. nal G) SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. ® Plan corrections shall be completed and approved prior to sending on to the next department. ® Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. ® Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE EET OCC. LO D SQUARE FE SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. <'AP1 FIO PAHTM..: >:::.: BUILDING - initiai review ROUTED CONSULTANT: QUIREME • MT'S Date Sent IE Date Approved t FIRE PLA KING PUBLIC WORKS 1.0 FIRE PROTECTION: Sprinklers • Detectors (♦1 N/A INIT: tea' / 9/ 4F) 4, FIRE DEPT. LETTER DATED: INSPECTOR: N ZONING: BAR/LAND USE CONDITIONS? r iYes (1 No REFERENCE FILE NOS.: INIT MINIMUM SETBACKS: N- �� UTILITY PERMITS REQUIRED? 9/ PUBLIC WORKS LETTER DATED: /6a /./9 No 0 OTHER INIT: INIT: SR BUILDING - final review REVIEW COMPLETED INIT: TYPE OF CONSTRUCTION: UBC EDITION (year): PERMIT NO, CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (snit.) BY: (init.) AMOUNT OWING on BPERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division vY{, IVM, ITV/ 4.'‘#‘41‘' •v i1 M, 14"1"1";" vr-i ,7V/VV (206) 431 -3670 . . - 3ESC .. : C /r:,.r.;: &K IV i0 ='% :UIr01NCPaRMl'C�Ei {4( ._ O y PLAN CHECK p k 7 NtJMBE� � � L, T 6 r t ... :.: .. CLLR:!.:. C P T O L ELY •: - !E A Y .{:. %�! !,<: :':'f.,; . 0,: , ;/fi .r..,l:. rf% {- w 19 �. � •r:: y:;f ?j:.i ''Y' iir3i`} : � ? : ... ?�i::r.'.,<5 :.;+; x,:'l.•:•''. �.F "i .'::•:'l::r •,.f:; /:..'r:: i • : v:.; :..,•:, r •. ::,..:i {{:. ...... ..... ;•:•J..... r. >......C.:. ...fit:' ''C.. : }y', :: F:F•::: tJi� . r:)':: .:. :yt y ^;. :::tii}i: 't;::t'::: i:•:k•.'•... ':i!f ::. ..,f:. THEt3 ... .. t..:......... .. ...:........ ! ;!•S. {•:.•,•e!:! :; •r,'!�iiiif�:!�j' ::•:::iii .:�: ?:: }:::i::Y:::::i::il t ^;•: is SITE ADDRESS SUITE # 9229 East Marginal Way South ` VALUE OF CONSTRUCTION - $ 7,800 PROJECT NAME,TENANT • Rhone - Poulenc 4 ASSESSOR ACCOUNT # • 542260 -0010 , TYPE OF • New Building • Addit On • Tenant Improvement (commercial) ti Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel residential 0 Other: DESCRIBE WORK TO BE DONE: *,. Demolition of the RCRA Storage Shed excluding floor slab . BUILDING USE (office, warehouse, etc.) Manufacturing NATURE OF BUSINESS: Closed industrial plant. • WILL THERE BE A CHANGE IN USE? • fT No ■ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE= Building: 2,500 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IFYES, EXPLAIN: PROPERTY OWNER Rhone- Poulenc TP1E764'4 ADDRESS 9229 East Marginal Way South, Tukwila, WA ZIP 98109 CONTRACTOR Olshan Demolishing A Brand Company PHONE713 /867 -9200 ADDRESS P707 North Loop West, Suite 200, Houston, TX ZIP77008 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT NA PHONE ADDRESS ZIP BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATUR N • f/ii w H e ADDRESS 9229 E. Marginal Way South Lew Herr PHONE 206/764 -4474 Cfi Tukwila, WA 98109 PHONE YiLIP 206/764 -4474 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Buiiding counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION • Valuation for new construction and addmons are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431.3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architecilengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. . If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431-3670. DATE APPLICATION ACCEPTED t- 15-qt DATE APPLICATION EXPIRES SUBMITTAL CHECKLIST COMMERCIAL • ..m..P.94Wu341..1:004ps:;/Apprrio.t4 SpecMoatons -"g0000:i(9.0.: for uad A�our tif:Ceat 41: Oa* • attacMont • • • if anyaIy w0* Is cknu - it so RERQQF ve, 1)*i•or1 material • !;• lot 4' oijoT DI$HES 0:440.trOqqP Qr t structur exit wy #••••?4,' RESIDENTIAL tato:license RE8IDENTIAt REMODEL8 ot par 11.1:00*0..0•'•'•iik IctUraIlrumln9 pan °co.' 01;4:044:(o0.60..ois .1 I •eyt1cr.,,0..:ptw:*tio.:04:,••••410 • .::ot*to e 115Afilk *gip0)44: • §711*ti:4404V • rpIw muit . P.I.1.c,..P49r.1:. • • • o 1 o JVOTEM oUotIuq 4.fi PLAN CHECK NUMBER ROUTING UTILITY P,ROJ ECT TRACKING CHECKLIST PROJECT NAME TYPE OF REVIEW D• - •O TED TO PWD - PQUI-enC. SITE ADDRESS CI g ) \ wu SUITE NO. D • A S RECEIVED TYPE OF REVIEW D• - •O TED TO PWD DATE PLA S APPROVED DAT RESTS. REQUESTED COMMENTS tr(5—aI -e• lH-15- it )a lt-q) Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control Grade /Fill PERMITS REQUIRED °XI PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channeiization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control Grade /Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) iC Storm Drainage 6)-015 -CID la-11-61) 3 - Si -a Water Main Extension (private) Water Main Extension (public) 0 Deduct Water Meter (exempt) Size: No.: DWeter Only Water Meter(•ermanent Size: No.: Water Meter (temporary) Size: No.: Other: Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CITY OF T UKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 UTILITY PERM! ( APPLICATION PLAN CHECK NUMBER: Site Address: 9229 East Marginal Way South, Tukwila, WA Name of Pro ect: Property Owner: Rhone - Poulenc Street 9229. East Marginal Way South Rhone- Poulenc Plant Demolition Engineer: Street Address: Phone No.: Cit /State2i : Phone No.: Cit /State/Zl.: Phone No.: 713/867 -9200 Contractor: Olshan Demolishing A Brand Company 206/764 -4474 Tukwila, WA 98209 Street Address: 2707 North Loop West, Suite 200, Houston, TX City /State/Zip: 77008 King County Assessor Account Number: 542260 -0010 ❑ Channelization/Striping/Signing UESTED> ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop/Hydr. (main to vault) — No.: Sizes: ❑ Flood Zone Control ❑ Grade/FRI cubic yards ❑ Hauling O Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer— No.: O Sewer Main Extension Private ❑ Public ❑ ❑ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Pubk ❑ ❑ Water Meter / Exempt:— No.: Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter/ Permanent — No • Sizes• ❑ Water Meter / Temporary: — No.: Sizes: ❑ Other: ® Water Name: Rhone - Poulenc Phone No.: 206/764 -4474 Street 9229 East Marginal Way South City /State/Zip: Tukwila, WA 98109 Name: Rhone - Poulenc Phone No.: 206/764 -4474 Street 9229 East Marginal Way South ® Sewer ❑ Metro ❑ Standb City /State/Zip: Tukwila, WA 98109 ESCRIP:TION OF IP,R JE T'« % ❑ Si le -Famil Residential ❑ Multiple- Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ® CommerciaVIndustrial ❑ Motel ❑ Triplex ❑ Condominiums ❑ Office ❑ Retail ❑ Warehouse ❑ Manufacturing ❑ Church ❑ Hos • ital ❑ School/College /University ❑ Other: f1i5.0 ID New Building ❑ Remodel/ Square footage of original building space: f:::tNli±Qft4tA'I'fON: >< Square Addition Footage; . Square footage of additional building space: King County Assessor's valuation of exist g structures: $ 785,800.00 Valuation of work to be done: $ 294,500 09/18/90 ,EP ;r rk.: Applicant/Authorized :`� ' Agent Signature: e / / Contact Person (print name): Lew Herr Print Name: Lew Herr Address: 9229 East Marginal Way South Date: 11 -15 -91 Phone: Tukwila, WA Phone: 206/764 -4474 Date Application Accepted: t 1— { 5-g 1 Date Application Expires: S _ 1 5- 09/18/90 1 SUBMITTAL CHECKLIST.::•: All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING/SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe/location O Location and type of all valves O Type of bedding and backfill materials/percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' Intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials/percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business license with City of Tukwila O Route map %.� . O Type of pipe. - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material/percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backlit( material/percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope/length of run O Location of all structures O Square footage of area to be drained, including roof area O Bec;:;ng material for pipe O Invert or Bow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic controVdetour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAiN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system/tie In of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O location and type of tap O Type of bedding and backfill materials/percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Po Ic o Department as comp et: • t eIr rev ew an • t e p ans are approv= •, e app • it w I be not by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. • If the plans are not approved, the applicant w1N be notltied by letter of necessary resubmlttal mqulrements: i .; 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �qy3 1 670 roe ‘01112. — PO U I-fM C, Type of Inspects • t no,) Address: qc2A a mw G .5 Date Called: q, Special Instructions: `�^ (_,Q.U.J ` -'en(Y I,�f ' rr '' p� lU � '7 V Dale Wanted: (0_,_ WJ��"Ro7 am. Requester: R arl Cm llrll Phone No.: Ll J , '00Q0 Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �P INSPECTION RECORD .._? Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (991-13 PERMIT NO. . (206) 431- 70 'roe Rhor\u. - Pb il4nc ype o nspechon: We_ enno Address: a,q c ti1ov91nul W4, Date Called: 3- 5- qa Special Instructions: ,.,r% BUILDIF a PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CiTY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: (qL3 3-5 -qa SITE ADDRESS: 9229 E Marginal Wy S SUITE NO : PROJECT: Rhone - Poulenc (RCRA Storage Shed) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Pre —Demo 431 -3670 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation Is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before Installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 00/14/00 HONE • POUJLENC I C. FINE ORGANICS DIVISION SEATTLE, WASHINGTON PLANT 9229 E. Marginal Way South - P.O. Box 80963 - Seattle, Washington 98108 - Telephone (206) 764-4450 18 June, 1992 City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA. - 98188 Attention: Mr. Greg Villanueva RE: Demolition Permits: No. 6936 - Vanillin Building No. 6937 - Extractor Building No. 6939 - Control Building No. 6940 - Maintenance Building No. 6941 - Meal Bin Storage Area No. 6942 - Storage Shed No. 6943 RCRA Storage Shed No. 6944 - Larox Building .Dear Mr. Villanueva: This will confirm our discussion in which we stated that all utilities and process drainage associated with the above permits have beeen capped and /or plugger in con - formance with the stated permit requirements. Rhone - Poulenc, Inc. retains possession of the property and is responsible for all mai'ntnenance thereon, including the integrity of all utilities. It .should be noted that all surface drainage from the site is directed to Metro after testing for com- pliance with Metro standards. This will also confirm the withdrawal of permits for the demolition of the Change Room Building and The Distribution Center Warehouse have been withdrawn. The Compressor Building - Permit No. 6938, is on hold pending Rhone - Pulenc, Inc. verification of the disposition of the compressors contained therein. If you have any questions regarding these proceedings please do not hesitate to call me. Sincerely, ewis B. , Herr Project Manager "RHONE POUIENC 'HO-NE- POULENC ORGANIC CHEMICALS DIVISION 9229 E. Marginal Way South - P.O. Box 80963 - Seattle, Washington 98108 - Telephone; (206) 764.4450 March 2, 1992 City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington - 98188 Attention: Mr. Duane Griffin Building Department MAR 0 2 1992 ., h N l is Ct i'( �� PLANNING DEPT. 'Subject: Demolition Permits for Rhone - Poulenc, Inc. Seattle Plant 9229 East Marginal Way South, Seattle, Washington Dear Mr. Griffin: In response to your discussions with Mr. Ryan Daugherty, CH2M HILL, Inc. we are providing the following confirmations: 1. Rhone- Poulenc, Inc. wishes to withdrawal two applications for demolition permits for the following structures at its Seattle Plant: a. Distribution Center (D.C.) Warehouse b. Change Building Along with the Administration Building and the Laboratory Building, Rhone- Poulenc, Inc. plans to leave these facilities intact to support future cleanup operations at the plant. In keeping with our applications, Rhone - Poulenc, Inc. does wish to pursue demolition permits for the remainder of the building structures on the plant site. 2. As stated in your discussions with Mr. Daugherty, the storm drainage outfall to the Duwamish River is no longer in use. Storm drainage from the plant is now collected, tested, and diverted to Metro. We are attaching a copy of the approval letter from Metro, dated August 26, 1991. This letter confirms Metro's knowledge and approval of the collection, testing, discharge procedures being followed by the plant for sanitary and wastewater discharges from the plant. 3. In regard to your concern about the protection of backfill in pits, Rhone- Poulenc, Inc. plans to have the contractor protect such areas that are exposed to rainfall during the 1P(HtiNE•POULENC period between placement of fill and placement of the final cover material. 4. Rhone- Poulenc has reviewed the letter from the Washington State Department of Ecology (a copy is attached) and will comply with the three conditions stated therein for demolition, i.e., a. Site drainage will continue to be diverted to Metro unless other provisions are made by or approved by the Environmental Protection Agency in compliance with the forthcoming consent decree or a change in policy by Metro. b. All due care will be taken by the contractor to avoid disruption of site paving, slabs, ground cover, soils, and groundwater. c. All appropriate precautions will be taken to monitor and prevent the dispersion of dust and airborne particulate matter. The plant fire water system will remain operational and will be used if necessary to prevent the dispersion of dust. Our schedule for demolition, pending issuance of the final demolition permits, is to commence demolition work on Monday, March 9, 1992 and to complete all work by June 1, 1992. We appreciate the care and concern shown by the City of Tukwila during the development and review of the demolition permits for the Seattle Plant and look forward to working with the City staff during the course of soils and groundwater cleanup at this site. Sincerely, Lewis B. Herr Project Manager Rhone- Poulenc, Inc. Ig� Nor vL9siona -141 (L STATE OF WASHINGTON EPARTMENT OF ECOLOGY 190 - 160th Ave S.E. • Bellevue, Washington 98008 -5452 • (206) 649-7000 February 13, 1992 Mr. Duane Griffin Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Dear Mr. Griffin: Thank you for your consideration in involving the Department of Ecology (Ecology) is assessing potential impacts of building demolition at the Rhone Poulenc site on historic site contamination. Ms. Martha Turvey (Elliott Bay Action Team) and I have reviewed plans and available information. We feel the demolition of above -grade structures at the site can proceed without adversely affecting contamination at the,site under the following conditions. 1. All surface drainage at the site continues to be discharged to the METRO Sanitary Sewer System; 2. Demolition activities do not disturb the integrity of paving and /or building floor slabs, and underlying soils (including soil and groundwater hydraulic/hydro logic conditions); and 3. All airborne emissions, e.g., dust fumes, mists, vapors, be monitored and controlled as necessary. Although this may not be the appropriate time to address this issue, we would seek to encourage or advise that a full remedial investigation to determine site status under the Model Toxics Control Act (MTCA) (Chapter 70.105D RCW), and MTCA regulations (Chapter 173 -340 WAC) be completed by Rhone Poulenc within the year. Such an assessment would not be guaranteed by the Hazardous Waste action being taken by Tom Post of E.P.A., as different standards apply. A condition of the local permit requiring substantive compliance with MTCA Remedial Investigation (R.I.) requirements at the site, to include reporting such R.I. results to the City and to Ecology has been used successfully in the past to accomplish . that end. A time limit, usually 9 - 12 months, is often appropriate to such a condition. • Mr. Duane Griffin February 13, 1992 Page 2 If you have any questions, please feel free to call for clarification or to arrange a meeting. I appreciate the opportunity to work with you and the City of Tukwila. NDP:gm cc: Norman D. Peck Investigator Toxics Cleanup Program Northwestern Regional Office Dan Cargill, UBAT Supervisor Ryan Daugherty, CH2M -Hill ✓ Tom Post, EPA, RCRA Compliance Martha Turvey, EBAT, Ecology File: Rhone Poulenc (MTCA) Monsanto Chemical Co. w CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE N (206) 433.1800 Cary L. VanDusen, Mayor December 11, 1991 Lew Herr 9229 East Marginal Way South Tukwila, WA 98109 SUBJECT: Rhone - Poulenc Plant Demolition (RCRA Storage Shed, PC # 91 -472) 9229 East Marginal Way South Utility Permit Application Dear Mr. Herr: The Public Works Department has reviewed the drainage plan submitted for the above project and hereby approves the plan for the proposed work. Please contact Denise Millard, Permit Coordinator, at 431 -3672 to have the following permit prepared for pickup: Storm Drain Modification (Inspection Fee = $15.00) This permit will provide for inspection of the proposed work by the City Utilities Inspector, Greg Villanueva (433 - 0179). You are referred to other City agencies, including the Building and Planning Divisions and the Fire Department, Seattle City'Water, METRO and appropriate utility franchises for other requirements and approvals which may affect the commencement of this work. Enclosed is an approved copy of the drainage plan for your files. If you have any questions please call me at 433 -0179. , Sincerely, John A. Pie o -., P.E. Associate Eu.ineer Public Works Department xc: Burt Miller, CH2M Hill, 777 108th Ave. N.E., Bellevue, WA 98004 Greg Villanueva, City Utilities Inspector (w /copy of approved plan) Permit Coordinator Development File: Rhone- Poulenc Read File Enclosures: a/s JP /amc:9:rhone2 DEMOLITION PLAN DATA SUMMARY RECEIVED CITY nF THI;Wi!..A NOV 1 5 13 :91 Rhone - Poulenc, Inc. Seattle Plant Site PERIVIITCENTER BUILDING R4. ale E2 sled . BUILDING AREA 2500 g $' BUILDING STRUCTURAL SYSTEM C e^II � Foundation mcr� 1 Ground Floor e, ye sialo Second Floor Nb.�1 1 I ✓V�u 1 �YA rYI 11) rVl l i d l rich dvl no rtil W A I 1 T on f 1 t ara v�te, Wall Framing Roof Structure Roofing SOLID WASTE DATA Material ftle4gl fo nq Quantity Destination �i sa�em�e�'or a41o1l'r A (ca eta SURFACE DRAINAGE (r� I Existing " f eacleies loot •es4nq r System 1 1 System After Demolition HEALTH & SAFETY profeo utfve.r Ia,CRyD a td wi WGoE g f(j 1 CI J .( be. Comlplele41 rein O,(Sa^,24, 1/ oT� e4r ! cc ur e✓. f2r or eon A m) a4 w ` nuT _ Id •.d a -real • AUy�.nn kegf . (�5a%4,11�/ shoal r ..1 � etiyaordiw,ar risk to•e ��. nacmal 4' io(ihcnjha arci s. All work performed rby RPI forces or contractor forces will be accomplished under RPI SAFETY AND CONDUCT GUIDELINES FOR CONTRACTORS. Contractors will be responsible for performing their work in compliance with OSHA /WISHA, and all other rules, regulations and requirements governing safety, convenience and the performance of the work. All work shall be in compliance with the regulations, ordinances and requirements of the permits issued by the agencies having jurisdiction of the site and the work. kiN g)(401 std 50- Ev5-r• fo* LE (2 ) 1 I N To 412*64DE LE 4 eF5 -r-c, las FB1oiE17 .exI%f 4' NIUH cc'NG. WFt- 6 ?o rErINN t x ". 'rF N H pP-M iV i-MAIN oFeFocrtokiAL. ' 12.4 -Nr PAsv1N� ...2` ialo-tE exietit.st Pools zl.Al3 �T1NC -J sl.•ep 4. 4 Hk'aH ¶O rtriAN Cai.iTIN Piz/.41-1 s -i'a 1' pr-sg,IN 1-0 p-Et•' N N c M2"TiGN P•. . NORTH APPROVED PER PUBLIC WORKS LETTER DATED /1 /n/Vo1 • NOT TO SCALE SHEET MINNIE OMR N DATE REVISION .Rhone--Poulenc, Inc. „Seattle Plan t Site .SLAB DRAINAGE PLAN OF 1 1 DATE II /P/9I PROJ. NO. $ SAFETY AND HEALTH RECEIVF.D CITY ori'l!' ; \' u:\ NOV 15 Vjrii PEHMfl' CENTER Owner agrees that, during the performance of the Work, where employees of Contractor and /or employees of subcontractors of Contractor are working on the Construction Site in an area required by Occupational Safety and Health Act Regulations, to be designated as a "Regulated Area" or other similarly intended designation where special controls and /or monitoring are required because of the presence or potential presence of certain chemicals or conditions therein, if requested by Contractor and agreed to by Owner, it will, as agent for Contractor, (1) provide said employees with respirators; (2) undertake necessary monitoring of said employees and area, (3) provide the required training for said employees in applicable hazards, and (4) supply information and data to Contractor for maintaining appropriate records; all as required by said Regulations and all at Owner's expense. However, it is understood that Contractor will provide or cause to be provided medical surveillance and any other service or equipment as required by Occupational Safety and Health Act Regulations, for said employees during the performance of the Work in said area. The above undertaking by Owner in no way constitutes the transfer to, or assumption by Owner of, any of Contractor's or its subcontractor's duties and obligations under Federal, State or local laws or regulations, including by not limited to the above described regulations; no liability to Contractor, any of its employees or other person, firm or corporation will thereby be assumed by Owner; and Contractor agrees to save Owner harmless, to the extent valid and enforceable under applicable law, from any and all liability, penalties and claims of whatever kind, including, but not limited to claims of Contractor or any of its employees, agents, vendors or subcontractors, or of governmental agencies, based on Owner's failure or alleged failure to comply with any Federal, State or local law or regulation, or based on any act or omission of Owner, its . employees or agents, in performing any of the above services. Contractor shall take all necessary precautions to protect employees of Contractor, employees of its subcontractor and employees and facilities of Owner from hazards arising in the course of the performance of this Contract or in connection with Owner's operations or chemicals located at or adjacent to the Construction Site. Contractor shall comply with, and shall cause its employees and all subcontractors to comply with (1) all Rhone - Poulenc Safety and Health Regulations and Requirements which are furnished to Contractor by Owner and (2) all applicable laws and governmental rules and regulations relating to health acid /or safety. In the event that Contractor fails to so comply or to cause such compliance, Rhone - Poulenc may suspend all or any part of the Work on which Contractor or his subcontractor is engaged, until Contractor proves to Owner's satisfaction that Contractor has corrected said failure. Contractor shall not be entitled to any extension of time or compensation or damages by reason of, or in connection with, such work stoppage. -2- Contractor shall review all safety and health regulations and requirements which it is obligated to comply•with hereunder and any applicable hazards which it is obligated to protect against hereunder, prior to the performance of the portion of the Work which is applicable thereto. Contractor shall notify Owner how said regulations, requirements and hazards will be communicated to and enforced with, its employees and all subcontractors. Contractor shall include in all of its subcontracts involved in the performance of the Work at the Construction Site, the provisions of the Appendix, with subcontractor being obligated to Contractor to the same extent as Contractor is obligated to Owner. However, such provisions in the subcontracts shall not relieve the Contractor of its obligation to assure compliance with the provisions of this Appendix for all aspects of the Work. Rhone - Poulenc Safety and Health Regulations and Requirements include the following and may include others which are unique to a particular Rhone - Poulenc location. Where Contractor believes any Safety or Health Regulation or Requirement is not applicable, a written variance (per Plant Procedure) to deviate there from must be received from Owner's management representative at the location of the Work, prior to initiating the Work. 1. Location Work Permits Work permits shall be obtained by the Contractor, and signed by an authorized Rhone - Poulenc supervisor to confirm his acceptance of precautions specified for the following operations: a. Use of ignition sources in restricted areas. b. Entering of vessels or confined spaces. c. Opening process equipment. d. Performing electrical hot work. e. Making excavations and trenches. f. Moving radioactive sources. g. Performing pipe "hot tapping ". h. Operating heavy equipment around electrical power lines. 2. Master Card Procedure The Master Card Procedure for tagging and locking critical equipment isolation points shall be followed by the Contractor prior to commencement of work on such equipment. �r. -3- 3. Location Safety and Health Rules All location safety and health rules. furnished by Owner to Contractor shall be adhered to by the Contractor. 4. Personnel Protection Equipment Personnel protective equipment shall be provided by the Contractor as follows: a. Hard hats and industrial grade safety glasses with permanently attached side shields and safety shoes shall be worn at all times. b. Chemical splash goggles and hearing protection shall be worn in posted areas. c. Respiratory protection, harnesses and lifelines, and other necessary protective equipment will be worn based on location regulations and OSHA requirements and furnished by Contractor as needed. d. Respirators shall fit snugly against the face. Persons wearing beards shall be clean shaven where respirator makes a facial seal. 5. Caution Regarding Asbestos - Containing Materials Should Contractor encounter any type of insulation or other product that they suspect may contain asbestos during assignments, cease work immediately. Notify the responsible plant supervisor in order to obtain accurate identification of the material including sample analysis, if necessary. Some typical questionable areas (but not limited to) include cable insulations, pipe coverings, ceiling tiles, wallboard, blown -in insulation,•boiler /powerhouse block insulations and drilling or cutting through transite. Unless absolutely sure that a material is asbestos - free, notify plant representative you're working with and cease work activity until all questions are resolved. 6. Emergencies Contractors shall be trained in those emergency procedures which directly affect their own employees' personal safety and health. In the event of an emergency (fire, explosion, vapor cloud, spillage, or related hazards) arising in the immediate vicinity, Contractor agrees that it shall cause its employees to leave the area immediately and remain at a safe distance until the emergency is over. 7. Safe Tools Scaffolds, stages, rigging equipment, electrical tools, ladders, hoists, and other tools, machinery or equipment used in the Work shall meet specifications of 'ANSI and the Occupational Safety and Health Administration for such items employed in the Construction industry. •• • f -4- 8. Accidents The Contractor will be responsible.' for investigating all accidents involving its employees and reporting all details to Owner's safety representative at the location of the Work. When such accident investigation is complete, the contractor will provide such Rhone - Poulenc representative with a copy of the completed injury report. The Contractor is also responsible for compliance with the Occupational Safety and Health Administration requirements for reporting or communicating injuries. 9. Safety and Health Program Contractor shall maintain its own safety and health programs. However, it may be necessary at times for the Rhone - Poulenc representative to make recommendations to assure protection of Rhone- Poulenc employees. 10. Contractor shall review with all of its employees assigned to the Work, prior to their commencing any of the Work, all safety and health regulations, requirements and programs applicable to the Work, and Contractor shall cause its subcontractors to make such a review with their employees. 11. Special Rules for Harmful Exposure Contractor represents that it is familiar with the Occupational Safety and Health Administration Regulations concerning harmful exposure to toxic substances, and is capable of providing, and will, unless and to the extent otherwise agreed to in writing by Owner, provide respirators and /or other protective equipment exposure monitoring;, medical surveillance; employee training; record keeping and other services, to the extent required by said regulations in connection with the Work. FED -27-1992 14:09 FROM RHONE - POULENC LMunicipality of Metropolitan Seattle Exchange Building • 821 Second Ave. August 26, 1991 Mr. R. L. Ferguson Rhone- Poulenc Inc. P.O. Box 80963' Seattle, Washington 98108 Dear Mr. Ferguson: TO 9- 462595? P.02 Seattle, WA 98104 -1598 Thank you for your letter requesting changes to wastewater sampling and reporting procedures. You propose to collect and analyze samples of wastewater batches since at this stage of plant closure wastewater is being collected and released on a batch basis. In addition, you propose to collect daily samples of sanitary waste being discharged from the plant to ensure this waste stream is not being contaminated with residual copper. I approve your request to change wastewater sampling and reporting procedures. Effective September 1, 1991, Rhone - Poulenc will conduct their wastewater monitoring in the following manner: Hatch Release o Prior to any discharge from an industrial wastewater collection tank, the contents will be sampled and analyzed for copper, FOG and pH to ensure they meet discharge limits. ✓ During discharge to Metro a grab sample shall be collected prior to the Metro Sump and analyzed for copper, FOG and pH. Sanitary Discharge o A grab sample shall be taken daily from the Metro Sump and analyzed for pH. o Daily samples also shall be used to make a monthly composite'to be analyzed for copper. A portion of each daily sample shall be retained for analysis if the copper content of the composite sample exceeds 3.0 ppm. ,r ' FEB••2? -1992 14:09 FROM RHONE - POULENC Mr. R. L. Ferguson August • 26, 1991 Page 2 TO 9- 4625957 P.03 Reporting Batch Release and Sanitary Discharge analyses results shall be submitted to Metro on a monthly basis. Analyses results of samples collected during each month shall be submitted not later than the fifteenth day of the month following sample collection. Self monitoring reports shall be submitted to Metro, 322 West Ewing Street, Seattle, Washington 98119. If you have any questions, please call me at 684 -2329. Sincerely, -- Bruce R. Burrow Industrial Waste Investigator Environmental Programs BRB:mwr cc: Doug Knutson, Dept. of Ecology at .• 411.1•111111M1111111111111111h EXTRACTOR BUILDING * EXTRACTOR BUILDING: = ±400 SQ. FT. CMU BUILDING - SINGLE STORY, POST-DEMOLITION SLAB TO ADJACENT EXISTING PAVING 4M• RCRA STORAGE SHED * RCRA STORAGE SHED: = ±2,500 SQ. FT UNENCLOSED STEEL FRAME WITH METAL ROOF POST-DEMOLITION SLAB TO DRAIN TO EXISTING TRENCH DRAINS. DISTRIBUTION CENTER WAREHOUSE * DISTRIBUTION CENTER WAREHOUSE: = ±23,000 SQ. FT. MASONRY WALLS TO APPROX. 12', STEEL FRAME WITH WINDOWS AFIOVE. 1. EXISTING SCALE PIT TO BE FILLED. F'OST-DEMOLIT1ON SLAB TO BE SLOPED TO DRAIN TO FORMER ROOF LEADERS. SAFETY HANDRAILS TO BE INSTALLED AT EDGES OF RAISED SLA-B, MEAL BIN * . FT. ETE VVALLS WITH ±8' BOVE. "TRANSTITE" ER LEVEL EXTERIOR ESTOS REMOVAL. DRAINAGE TO ED TO FORMER MEAL BIN = ±8,418 ±15' HIGH CIP CONC STEEL FRAMEWORK SIDING PANELS AT UP REMOVED DURING AS POST-DEMOLITION SLA SLAB PERIMETER & PI ROOF LEADERS 1. DEEP WELL AT SOU BACKFILLED AND CA PAVING. 2. EXISTING BASEMENT FILLED AND CAPPED AT EXTERIOR AREAS. • • H WALL TO BE PED WITH A/C 0 BE BACK- TH A/C PAVING LAROX BUILDING * LAROX BUILDING: ±1 113 SQ. FT. ±3 STORY STEEL FRA E BUILDING WITH STEEL SIDING. POST-o MOLITION SLAB DRAINAGE TO EXISTIN ' GRADE 7 4 4 1 0 4 2 4 a 0 1- • • .s r v ,__44()% r. 1 * 4„, • v 1 •• r 4"..21 " s • ) v ° , • CE CO NTR'XIC TOR' 1/V4:WA' AREA co. IS 0 7. T.N. Or PROPERTY LINE kA Ng", S 4 CONTROL ROOM * CONTROL ROOM: = ±600 SQ. FT. SINGLE-STORY CMU BUILDING. POST- DEMOLITION SLAB TO DRAIN TO FORMER ROOF LEADERS. Upland Zone - SEPA Checklist - Den-16116On PerMit inaluding: Utility Permit Building Perrtiit Fire Protection Demo Peririit Certificate of Ihturanse Bond - Hatiling Permit A S T 105 3.10 c R. ASPHA,' SD T.1.4 • 0 ti11143ER F C P, a 1 -.'"•• NY • owoHNHItu6 Es, FH .A. CHLORINE. SHED P rc•-• tTh OvERHEA.; ,OAD PAP & S • -r CONTRO, PANE. Q14 .. . N "OV'IER • PUMPS ' 011+ VANILLIN BUILDING * VANILLIN BUILDING: = ±10,560 SQ. FT. HIGH-BAY BUILDING. STEEL FRAME AND MASONRY STRUCTURE WITH MASONRY MEZZANINE. STEEL AND TRANSTITE SIDING, TRANSTITE SIDING TO BE REMOVED DURING ASBESTOS REMOVAL. 1. EXISTING EQUIPMENT PITS TO BE BACKFILLED AND CAPPED WITH A/C PAVEMENT. 2. SAFETY RAILS TO BE INSTALLED AT RAISED SLAB AREA. POST-DEMOLIfiON SLABS TO DRAIN TO FORMER ROOF LEADERS & EXISTING 'PAVING WEST 157 6 97 T L ALC 1574 77 (DEED/ PP CHANGE ROOM * CHANGE ROOM: = ±2,700 SQ. FT. SINGLE-STORY MASONRY BUILDING _WITH DOUBLE ROOF TEES. POST-DEMOLITION SLAB TO DRAIN TO EXISTING GRADE PL • PL C 0 1.4 Nimr ROUS TANKS 6 PIPES 10•C WAIL jpiv .cac:.:7VA1../1.TS ▪ •SOMN.--0 `rALVL %ce TANKS & PIPES GP T P I% . G P .• " ' (.. -.,::.1;..-NN44/44444NNNif • -. r S DMH .-vs, . ' PP-3 OsomH")I Pi_ p, , .. ekt.w.i, P t • P P00 : P • B t4p.r• - ii N-0 P r 14 ''`• . SS Mil .:. -5., -,„ \ " '4.. A P '' Cc . P 1.4s1 ° 4 ow ••• • C t GP .t •''''TEC)11r4t*i 0 NE PT 1;1P, v.(' NIIMEROLTS 'ANs • 6 OVERHEAT) PIP( COMPtEs THIS AREA ASPHAL. 1 ,TANK•• PIV 41,--.ORT` ON 6* CA",• RIP SANITARS SEWER feThE MAIN ')H "28 1 STOP' Po FENCE Ccift h 019 • Of 0“-or. CORNER COR 0•4 m.8 OF PROP. tORNIER S 23° 02' 00- E / d 6 0 3 Am. 2.0•N. EAST 4.7 //• .'^ o ' 561 38 WEED) 5b3.5t) , CtC .. • 4 - 11111111111•11111•11,111WRIMMOROIRMORTINNIMININIIIIIIII101111 ••• •43t•'4 54•A 14/o 6 S 734D 59 E e4e ? •NE F RAN". S INA AND -1t1Q 14ro CAS"' SET .1t 'NP 24N R 4 E • pJ 0' Ei+1.E. 1.i k PROP. LINE -------- ',N .. Se la.' IL E ,,NTX1ir,RfAiN0 APPRO1TIMA.E4; 5 44.99 (Ck-C 542 82 (CLE)) C• 'ft 0 .6‘ • -c • 7 C.VI • 5 P.., 'A OE, 2,•-'"•E R • r 14 •Tk L C P N V TANKS. (I) (1) • -,••K 1 - F • CO -4sl■ Ps MH 'N ce\ P v , • • PP • . • • • ASPHALT 1 01 r C WALL L , ;;;:" 1. rd. •• wr „7:, • v • • I, • ■ • •-' • r .D • , A • 6 , • L ; • • 'T ) • • • '• IPIck • • • • 1. • t. • rt. • 4 4' P it: E A r, ..tt- • 4.-r OE'• .- 0• 30; r • ( • .,:)•, •••••••''V• 4 „ 4 • .„ A • t A 01 ON B RM ;PI DI. P P SOMH•••0 PP' %.1' • Apt!. WEIGHT 1 AALFr, 1 • I 0. ""'HC ESI ' I le- %h. • • 111111101 GRATA 1181111 I NT\ p-, r C PIV 1 • 1r- K 1 11 • F PI A 4 i c . 6' ',"..•WALL - t ? 04.5PHAL C 9 -0 Txtqw NUMEROUS 'AN7 AND OVERHEAD P'PE• COMPL E S AREA •ANIKS C 1 (), M ••• PL. 4 " vAtiLT , ! BOX PL. /47 4 • IELE.C.BOX, r TOWER • . TANK 4 1 AIR `AN'( L:. SUM P !4‘-. 1...E7 11111111 11.. • / 7.:ID...'.`_,-L10 DRAINAGE EASEMENT - • ,' REC. NO. 2716188 SSM34.0' bi ,,T0Y SS M 34 FENCE COR 2.6' S 8 2.11. E. Of GRAVE P ce. P P 60•NIAPLE • \ 1/44' AL WALK •C • I. E PP • P 3C N P 1400.46111/ RAILROAD , Al. 11 11111 s op • ^".T.••• PP ,s 830 57• 56. W 1 lg 00 PROP. CORNER Fo CpORL.042E.0 N „ :pc 4: No 8'1°7 7" 0'4 vv 7 7. 00 PLO GA*1 I .03 It 2.0 Pr OF PROP. COR . BPS FENCE COR. 40" E. PGAETDE 6 PP 76 ;RoNSN IDpf,pi.. AM7.•.T'ER C A GA• A • PIV • • • •,'" e P S, PAINT MARK TE•FP•••••"•* •RAS". _.440/4A.T DPW, 4-141 ' • - , ""•• D n. 3 P S roce k..3 C8 oATE aeF.l.-•4 1, •-)•s; 1F± F H C 0 P 04H -0 % 2 NM S'• EXkA•S" Ir"B1.0WER DIRT co TS •• 4 0 •sPi. •L' PL. C • sv i•Ef NCOO P T r r"- PP 1.-/-35 .1Ftgl TO DRAIN TO EXISTINGGRADE _FAINT MARK IGAS: , BUMPER • pp_11 • Pb :rd." • P ••• r u. • ta, 0 5 /0 • 4 3 4 GA • ,• 1°' t s-RC,P 4 GOAS COMPRESSOR BUILDING * COMPRESSOR BUILDING: = ±1,600 SQ. FT. HIGH-BAY BUILDING. STEEL FRAME WITH STEEL SIDING. POST-DEMOLITION SLAB • T IRS DMN MT Ft 111 ..411 RV" '3•0 Pier Zone - SEPA Checklist - Shorelines Permit - DeMdlitiOn Permit including: Utility Permit Building Permit Fire ProtectiOn Demo. Permit Certificate Of Insuran.ce Bond - Hauling Permit - Corps of Erigiheers Permit for Work in Navigable Waters - Washington State Department of Fisheries HPA Permit 50 c.o Shoreline Zone - SEPA Checklist - Shorelines Permit - Demolition Permit including: Utility Permit Building Permit Fire Protection Demo. Permit Certificate of Insurance Bond - Hauling Permit STORAGE SHED * STORAGE SHED: = ±1,500 SQ. FT. SINGLE-STORY STEEL AND WOOD FRAME WITH TRANSTITE SIDING. TRANSTITE SIDING TO BE REMOVED DURING ASBESTOS REMOVAL. POST-DEMOLITION SLAB TO DRAIN TO EXISTING PAVING MAINTENANCE BUILDING * MAINTENANCE BUILDING: = ±9,624 SQ. FT. 1 STORY CMU/CIP CONCRETE COMBINATION WITH STEEL FRAME AND TRANSTITE ABOVE. TRANSTITE SIDING TO BE REMOVED DURING ASBESTOS REMOVAL POST- DEMOLITION SLAB TO DRAIN TO FORMER ROOF LEADERS. SAFETY RAILINGS TO BE INSTALLED AROUND PERIMETER OF BUILDING SLABS AND ADJACENT RAISED SLAB. DESCRIPTION% rum- PORTI.:N OF TRAZTS 1 AND 2 OF THE MEAD1WS, ACCORDING TO rHF PARTITION MAP DE pApr OF rhE FRANCIS MG HATT DONATION LAND CLAIM NO. 18 FILED IN JONG COUNTY SJPERIOR COURT CAUSE No. 120091, AND or rHE ABANDONE.1 BEU OF ri*: 0.it4Am[su HiVER, ALL LOCATED IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING coUNrY, WASHINGTON AND ALL LYING WESTERLY OF THE WESTERLY MARGINS OF EAST MARGINAL WA'r SOUTH AND ALSO WESTERLY OF THE PARCEL OF LAND ADJOINING EAST mARGINAL wAY wHiCH WAS CnNvEYED TO GREAT NORTHERN RAILWAY COMPANY BY DEED RECORDED UNDER FILE NUMBER 4784818;,LY1NG EASTERLY OF rile EASTERLY MARGIN OF THE RIGHT OF WAY OF-COMMERCIAL WATERWAY DISTRICT NO. 1 (DUWAMISM WATERWAY): LYING SOUTHERLY oe IRE HEREINAFTER DESCRIBE0 "LINE A': AND LYING NORTHERLY OF rue HEREINAFTER DESCRIBED "LINE B": LINE A: BEGINNING ON THE RESTERLY LINE OF EAST MARGINAL WAY SOUTH, WHICH POINT BEARS NORTH 8915'54" wSST 2470.01 FEET ALONG THE DONATION CLAim LINE AND SOUTH 2340'59 EAST 548.77 FEET.,ALONG THE WESTERLY LINE OF eASTmARGINAI WY SOUTH FROM THE INTERSECTION OF TNE 'due BETWEEN THE DONATION CLAIMS OF FRANCIS MC NAT? AND HENRY VAN Asstmr WITH THE EAST LINE OF SECTION 11, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; RUNNING THENCE WEST 1514.72 FEET TO THF EASTERLY LINE OF COMMERCIAL WATERWAY NO. I; THENCE SOUTH 15'00'00° EAGT ALONG SAID EASTERLY LINE 237.76 FEET TO THE TRUE POINT OF BEGINNING OF SAID "LINE A"; THENCE EAST 1053.10 FEET; THENCE SOUTH 23°02'00" EAST 46.03 FEET; THENCE EAST 561.18 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY SOUTH AND THE TERMINUS OF SAID "LINE A"; BEGINNING ON THE WESTERLY MARGIN OF EAST MARGINAL WAY SOUTH AT A POINT WHICH BEARS NORTH 8915'54 WEST A DISTANCE OF 2470.01 FEET ALONG THE DONATION CLAN LINE AND SOUTH 23°40'59" EAST A DISTANCE OF 1374.17 FEET ALONG THE WESTERLY MARGIN OF EAST MARGINAL WAY SOUTH FROM THE INTERSECTION OF THE LINE BETWEEN'THE DONATION CLAIMS OF FRANCIS MC MATT AND HENRY VAN ASSELT WITH THE EAST LINE OF SECTION 13, TOWNSHIP 24 NORTH, 'RANGE 4 EAST. H.R. IN KING COUNTY. COUNTY, WASHINGTON, SAID POINT BEING AT THE INTERSECTION OP THE WESTERLY MARGIN OF EAST MARG1NAL WAY SOUTH WITH THE NORTH LINE OF VAN DE VANTER STOCK FARM TRACE AND THE TRUE POINT OF BEGINNING OF SAID 'LINE B"; THENCE NORTH $9'2750" WEST A DISTANZE OF 14.94 FEET; THENCE NORTH 86°54'59" WEST A DISTANCE OF 486.97 FEET; THENCE NORTH 8417'04" WEST A DISTANCE OF 117.00 FEET; THENCE SOUTH 81°57'56" WEST A DISTANCE OF 119.00 FEET: THENCE SOUTH 7040029+ WEST A DISTANCE OF 110.171 FEET: THENCE SOUTH,6013.40" WEST A DISTANCE OF 840.02 FEET, ,TO THE EASTE'eLY LINE OF THE RIGHT OF WAY OF COMMERCIAL. WATERWAY DISTRICT NO. I AND THE TERMINUS OT SAID "LINE B. TOGETHER WITH THE RIGHT TO CROSS THE PARCEL CONVEYED -I'o GREAT MrslaRN47=AY COMPANY AS RESERVED IN OEED RECORDED UNDER FILE LEGEND: A.C. AsPUALrtc SURFACE • C.B. CATCH BASIN C.1. CLEANOUT C.R. coucacrE RAMP C.W. CON:RETE WALK C.WALL CONCRETE WALL D.I. DRAIN INLET E.V. ELECTRICAL VAULT • EXISTING SURVEY MONUMENT T.H. FENCE LINE T.S. F.H. FIRE HYDRANT r.a. -;;-- GAS MA:? G.P. GUARD POST BR,..tS .1 N 86° 54' 59%/V p - PT ' 4 to• SE AL 4 pPtA 486. 97 617'' :412 r.:1'; t • P?..R • . •-• PC r o 3• • LI` 36 6 :3 OVERHEAD POWER WIRE POWER a:TRANSFORMER P.M.H. PROCESS MANHOLE --SD-- STORM DRAIN SANITARY SEWER STREET LIGHT GUY WIRE OR CARLE INTERCEPT CATCH BASIN INTERCEPT DRAIN INLET ■WERHEAD EAVE LINE • . PIPES WITH SUPPORT COLL7MNS PP POWER POLE P.S. 'PARKING STALL Mt SPACE P1. PLAN rER P.I.V. INDICATOR VALvE APPROXIMATE GROUND COVERAGE OF POST-DEMOLITION "FOOTPRINT." * POST DEMOLITION SLAB DRAINAGE FOR INDIVIDUAL STRUCTURES HAVE BEEN REVISED, SEE DETAILED SLAB DRAINAGE PLANS 111111111r1111111N11111111 r . 11,..„1„... 2 I I 4 51 I 111)111 lirldififil0filikinatintritilnik11014111 1; I TELEPHONE WIRE ' TELEPHONE coOotr OR TELEGRAPH TEST HOLE TELEPHONE SENTRY TRXN...7H DRAIN CriLvri ACCESS MANHOLE WATER MAIN 4ATER METER WATER VALVE wATER VALVE ON mt.7PR CHAMRER • - • ... DEE%GaCRU,Nia, , o t • E vERrICAL AS Am" 41, POvvE 0 ry • • • 7.3 T.. S-1' •v.• • ' PENCE 1.0 N OF PROP. L 1111 N 89° 27. 50" . -.7-- 14 94 NOP"' k IN= N E t.P'.1•74r S.:Ls sARs.• 7 '1 S S m CITY OF TUKWILA APPROVED -MAR 4 2 AS NOTED EmiLDING DIVISION • CERTIFICATION: SURVEY IDENTIFICATION NO.: REGISTERED LAND SURVEYOR NO SURVEYOR'S ADDRESS & COMPANY: TELEPHONE: CERTIFIED TO: C_ 4. E 60' FILE COPY 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractr's copy of approved Plans acknowledgd. - Date 8. 86181.01 22333 BUSH., ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 (206) 323-4144 RHONE.,POULENC STEWART'TITLE COMPANY OF WASHINGTON, INCORPORATED "THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND•THE S)RVEY�N WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANOARD DETAIL REQUIREMENTS FOR•ALTA/ACSM LAND 'MIX SURVEYS," JOINTLY ESTAB- LISHED AND ADOPTED BY ALTA AND ACSM IN 1968; AND.MEETSTHE ACCU- RACY REQUIREMENTS OF A CLASS "A" 'SURVEY, AS DEFINED THEREIN AND INCLUDES ITEMS(2 & 9) OF E 3 THEREOF." ST • A. HITCHINGS, P.LS. NO. 2333 THE ABOVE CERTIFICATE IS BASED PON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED. TITLE REPORT REFERZNCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, FURNISHED BY STEWART TITLE COMPANY OF WASHINGTON, INC4AWORATD, COMMITMENT NO. 137029, DATED FEBRUARY 1, 1991. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR kESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. Figure 2E Contractor Access and Work Areas for RCRA Storage Shed RHONE-POULENC INC. EAST MARGINAL WAY SO. PLANT RECE• IVED Mt OF TUKWILA NOV 15 PERMIT CENTER 1 LU - • 0 < z 0-) z. cr uJ tr• DEMOLITION PERMIT SUMMARY ' w oz N z 44 -.1 CI- STRUCTURE AREA REMARKS PERMIT RECORD DATE I S S U E 0 DoAsS COMPRESSOR BUILDING VANILLIN BUILDING CONTROL ROOM EXT RACTOR TRACTOR BUILDING RCRA STORAGE SHED DISTRIBUTION CENTER WAREHOUSE CHANGE ROOM TOTAL UPLAND DEMOLITION ± 1,600 SO. FT. ± 10,560 SQ. FT. ± 600 SQ. FT. ± 400 SQ. FT. • ± 2,500 SQ. FT. ± 23,000 SQ. FT. ± 2,700 SO. FT. LAST BUILDING TO BE DEMOLISHED 41,400 SQ. FT. SHORELINE I ZONE MEAL BIN LAROX BUILDING MAINTENANCE BUILDING STORAGE SHED TOTAL SHORELINES DEMOLITION ± 8,418 SQ. FT. ± 9 1 5n0 So. FT. - ± 23,000 SQ. FT. ± 2,700 SQ. FT. 41,400 SQ. FT. APPROXIMATE GROUND COVERAGE OF POST-DEMOLITION "FOOTPRINT." * POST DEMOLITION SLAB DRAINAGE FOR INDIVIDUAL STRUCTURES HAVE BEEN REVISED, SEE DETAILED SLAB DRAINAGE PLANS 111111111r1111111N11111111 r . 11,..„1„... 2 I I 4 51 I 111)111 lirldififil0filikinatintritilnik11014111 1; I TELEPHONE WIRE ' TELEPHONE coOotr OR TELEGRAPH TEST HOLE TELEPHONE SENTRY TRXN...7H DRAIN CriLvri ACCESS MANHOLE WATER MAIN 4ATER METER WATER VALVE wATER VALVE ON mt.7PR CHAMRER • - • ... DEE%GaCRU,Nia, , o t • E vERrICAL AS Am" 41, POvvE 0 ry • • • 7.3 T.. S-1' •v.• • ' PENCE 1.0 N OF PROP. L 1111 N 89° 27. 50" . -.7-- 14 94 NOP"' k IN= N E t.P'.1•74r S.:Ls sARs.• 7 '1 S S m CITY OF TUKWILA APPROVED -MAR 4 2 AS NOTED EmiLDING DIVISION • CERTIFICATION: SURVEY IDENTIFICATION NO.: REGISTERED LAND SURVEYOR NO SURVEYOR'S ADDRESS & COMPANY: TELEPHONE: CERTIFIED TO: C_ 4. E 60' FILE COPY 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractr's copy of approved Plans acknowledgd. - Date 8. 86181.01 22333 BUSH., ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 (206) 323-4144 RHONE.,POULENC STEWART'TITLE COMPANY OF WASHINGTON, INCORPORATED "THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND•THE S)RVEY�N WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANOARD DETAIL REQUIREMENTS FOR•ALTA/ACSM LAND 'MIX SURVEYS," JOINTLY ESTAB- LISHED AND ADOPTED BY ALTA AND ACSM IN 1968; AND.MEETSTHE ACCU- RACY REQUIREMENTS OF A CLASS "A" 'SURVEY, AS DEFINED THEREIN AND INCLUDES ITEMS(2 & 9) OF E 3 THEREOF." ST • A. HITCHINGS, P.LS. NO. 2333 THE ABOVE CERTIFICATE IS BASED PON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED. TITLE REPORT REFERZNCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, FURNISHED BY STEWART TITLE COMPANY OF WASHINGTON, INC4AWORATD, COMMITMENT NO. 137029, DATED FEBRUARY 1, 1991. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR kESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. Figure 2E Contractor Access and Work Areas for RCRA Storage Shed RHONE-POULENC INC. EAST MARGINAL WAY SO. PLANT RECE• IVED Mt OF TUKWILA NOV 15 PERMIT CENTER 1 LU - • 0 < z 0-) z. cr uJ tr•