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HomeMy WebLinkAboutPermit D05-233 - INTERNATIONAL GATEWAY EAST - SWIFT LLC - DEMOLITIONSWIFT LLC 3600 S 124 ST EXPIRED 07 -29 -07 D05 -233 • Wes: -J C.) ••U O'• CO 0. • W= J CO 'Li W O: =W Z O Z F- W 2 oco O I-, � U O tt Z U t 1. O •Z City ��' Tukwila Department of Conimutiity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wams DEVELOPMENT PERMIT Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No.: 7345600055 Permit Number D05 -233 Address: 3600 S 124 ST TUKW Issue Date: 02/24/2006 Suite No: Permit Expires On: 08/23/2006 Tenant: Name: SWIFT LLC Address: 3600 S 124 ST, TUKWILA WA Owner: Name: INTERNATIONAL GATEWAY EAST Phone: Address: 12201 TUKWILA INTERNATIONAL BL, TUKWILA WA Contact Person: Name: DOUGLAS GARDNER Phone: 206 - 730 -4974 Address: 12201 TUKWILA INTERNATIONAL BL, 4TH FLR, SEATTLE WA Contractor: Name: SABEY CONSTRUCTION INC. Phone: 206 - 281 -4700 Address: 12201 TUKWILA INTERNATIONAL BLVD, SEATTLE WA Contractor License No: SABEYCI033KM Expiration Date: 01/06/2007 DESCRIPTION OF WORK: DEMOLISH EXISTING BUILDING AND SITE REMEDIATION WORK. Public Works activities include erosion control and land altering for Ecology Voluntary Cleanup Program (VCP). Project on WD #125 water and ValVue Sewer District sewer. Value of Construction: $534,580.00 Type of Fire Protection: Type of Construction: Fees Collected: $16,750.56 International Building Code Edition: 2003 Occupancy per IBC: 0011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 2100 c.y. Fill 2100 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Z W � D UO CO 0. J CO) L w O wQ Co d =w Z� H O Z h- U� O �. 01 W LU U O ..Z w U= O ~: Z doc: IBC- Permit D05 -233 Printed: 02 -24 -2006 o fr •� s j .� G) 1908 Water Main Extension: Water Meter: City GA' Tukwila Steven M. Mullet, Mayor Department of Commuitity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: Utukwila.wa.us N Private: N * *continued on next page ** Public: Steve Lancaster, Director Z Z u� D J U� UO W= J CO LL: WOO LL Q `. CO = a �W s Z F..; 1-- z F- W D` U� ON W LU LL O _ UU O Z Cit y co.' Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukivila.wa.its Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director DOS -233 02/24/2006 08/23/2006 i Permit Center Authorized Signature: Date: i I hereby certify that I have read and Wmine is permit and know the same to be true and correct. All provisions of law and i ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give regulating construction or the performance of work! Signature: Print Name: to violate or cancel the provisions of any other state or local laws prized to sign and obtain this development permit. Date: � 4&045- 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 for a period of 180 days from the last inspection. doc: IBC - Permit D05 -233 Printed: 02 -24 -2006 Z � Z W � JD UO CO �. w= U) U- WO LL = a w Z F' O.. Z E w w �5 � o ON 0 1—. W LL O. W .. Z. L) H =. Z ti City of Tukwila f9Q8 Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7345600055 Address: 3600 S 124 ST TUKW Suite No: Tenant: SWIIFT LLC 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Permit Number: Status: Applied Date: Issue Date: DOS -233 ISSUED 07/07/2005 02/24/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 7: ** *FIRE DEPARTMENT CONDITIONS * ** 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 10: Removal of under ground flammable or combustable liquid tanks requires a special fire dept. permit obtained at the fire dept. 11: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 12: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 14: 15: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Conditions D05 -233 Printed: 02 -24 -2006 t,.: � • .•�i':. Ji �.AJ;. »,::.r,:� w,. <c.;,— airiti " Wn1)�:C;x.a:Sw�.:�ii.'v uwtat.:.wrvi.i jr:%}r..ik:.t. 'SJS ak. TS;', tmlel.' th? n'<. �Ma9rt;. tn3c�u. ti: �f.. <��M1Ua'.i.ux':Y.:a�s:.::,d�:�:' <t�vn,. rattan. aii: i', i. P�4nrix s., r�ti. �ri. �.+' e� .Z1E.{[p¢��yacLiM?'v5i�k.�.��( lfMw.'c.d� Z ;= z �w ¢ 2 JU 00 CO) 0 J S2 LL w LQ co) d =w z� �0 Z 1-- W U� ON C) H wW F- �O w z U= O F ' z �.. � City of Tukwila i9C8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: Minimum 72 hours in advance the applicant shall contact Mr Greg Villanueva, City Utility Inspector at (206) 433 -0179 or Q �- (206) 571 -6321 cell, to schedule a pre -con meeting. _ Z }� The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least W 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. D 17: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least JU UO CO w 24 hours in advance. � 18: Any material spilled onto any street shall be cleaned up immediately. COU_ W O 19: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. U_ � 20: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of w 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed ? areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this z O period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. LU L U 21: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All �o N disturbed areas of the site shall be permanently stabilized prior to final construction approval. p �_ 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been Ww � v ~O completed and prior to the Final Inspection. LL6 23: Applicant shall coordinate water capping with Water District #125 @ (206) 242 -9547 and sewer capping with ValVue Sewer Z v District @ (206) 242 -3236. Z 24: A separate Public Works Type D permit ($100.00 fee) shall be obtained for hauling contaminated dirt off the site. 25: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured) shall be submitted with Hauling Permit Application. 26: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities swhall be submitted to Public Works as part of Hauling Permit application.. 27: A map which shows the haul route shall be submitted as part of Public Works hauling permit application. * *continued on next page ** doc: Conditions D05 -233 Printed: 02 -24 -2006 i .� Cit y of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the performance of work. Signature: Print Name: Date: i i l doc: Conditions D05 -233 Printed: 02 -24 -2006 F141 a Z u� D 3 00 N W= J iL W J CO =w z �. O Z F- 'w UJI �o U ;O CO D I-- w W H V' F— L 0: tll Z, U N' H � O Z. CITY OF TUKWI LA �} Community Development Department g Public Works Department Permit Center 7sos '� 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 : Building Permit Ao. Mechanical Permit No. Public Works Permit No. Project No: For office use onl Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** 'SITEIoCATION King Co Assessor's Tax No.: 7349600059 Site Address: 3600 S. 124th!-!Street, Tukwila, WA Suite Number: n/a Floor: n/a Tenant Name: n/a G - 7 - � A C. New Tenant: ❑ .... Yes []..No Property Owners Name: International Gateway East TV: .T.T.('.. byahejz_rn.nration, Manager Mailing Address: 12201 Tukwila Intl. Blvd., 4th Floor, Seattle, WA 98168 City State Zip .CONTACT. PERSON Name: Douglas Gardner Day Telephone: 206 - 730 -4974 cell Mailing Address: 12201 Tukwila Int'l. Blvd., 4th Floor, Seattle, WA 96168 City State Zip E -Mail Address: dougg @sabey. com Fax Number: 2 06 - 129 - 0062 GENERAL; CONTRACTORINFORMATION - (Mechanical Contractor information on back page) Company Name: Sabey. . Construction Inc Mailing Address: 12201 Tukwila a Int' 1 Bl , 4th F1 nor, Spattl P, WA 9816R City State Zip Contact Person: Douglas Gardner Day Telephone: 206 - 730 -4974 cell E -Mail Address: doup-p-@sabey-.com Fax Number: 206 - 329 -0062 Contractor Registration Number: SABEYCI033KM Expiration Date: 01/06/()7 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF:RECORD' = All plans must be wet stamped by Architect of Record Company Name: N/A Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER,OF RECORD: All plans must.be wet stamped by Engineer of Record. Company Name: Dalton, O lmsted & Fujvlevand, Inc. Mailing Address: 10827 N.E. Contact Person: Matt Dalton E -Mail Address: mdalton@dofnw.com \permits plus \ice changes \permit application (7.2004) 68th Street, Suite B, Kirkland, WA 98033 Page 1 City State Zip Day Telephone: 425 - 827 -4588 x204 Fax Number: 425 - 739 -9885 Z ZH '~ W tY � �U UO to 0 J = H C/) LL WO �QQ LL Q to = W Z 1— O W �5 U� ON H W H� LL O W Z co O Z .BUILDING PERMIT INFORMATION - 206 - 431 -3670 IF 7 V Valuation of Project (contractor's bid price): $ _ 53 5,9 Existing But ding Valuation: $ Jr Scope of Work (please provide detailed information): Refer to Dalton, Olmsted & Fuglevand Report dated 6/24/05, attached. 9,i;16 IJ e- o 4 6, i'�_ ✓ ior\/ cJ�.�.�_ Will there be new rack storage? ❑ .. Yes [R .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) n/a *For an Accessory dwelling, provide the following: n/a Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: n / a Compact: Handicap: Will there be a change in use? ❑ ....Yes n / a ❑ ..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: n/a El.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes []..,No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \permits plus\ia chanses \permit application (7 -2004) Page 2 Z _Z '�' W JU UO Cl) o CO LU J H CO LL WO LL N = W H Z 1... F_ O WW W U O CO � f— W W H� u O tll Z U= O~ Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 2 "d Floor 3` d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) n/a *For an Accessory dwelling, provide the following: n/a Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: n / a Compact: Handicap: Will there be a change in use? ❑ ....Yes n / a ❑ ..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: n/a El.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes []..,No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \permits plus\ia chanses \permit application (7 -2004) Page 2 Z _Z '�' W JU UO Cl) o CO LU J H CO LL WO LL N = W H Z 1... F_ O WW W U O CO � f— W W H� u O tll Z U= O~ Z PUBLIC WORKS PERMIT . ;NFWIATION - 206 -433 -0179 low C .t Scope of Work (please provide detailed information): Refer to Dalton, Olmsted & Fuglevand Report dated 6/24/05, attached. Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin 41 for fees and estimate sheet. Water District ❑ ...Tukwila ® ... Water District # 125 El.. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila Q... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Aanlication (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ... Technical Information Report (Storm Drainage) ®.. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance El.. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ® ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way . Non Right -of -way _ ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Total Cut * cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill * cubic yards ❑ .. Storm Drainage *Refer to Dalton, Olmsted & Fuglevand Report; attached. ❑...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ® ...Cap or Remove Utilities Cl.. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ " ❑ ...Sewer Main Extension ............Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment ❑ ... Sewer Monthly Service Billing to: Name: International Gateway East IV LLC Day Telephone: 206 -281 -8700 Mailing Address: 12201 Tukwila Int' 1. Blvd., 4th Floor, Seattle, WA 98168 City State Zip Water Meter Refund/Billine: Name: International Gateway East IV LLC Day Telephone: 206- 281 -8700 Mailing Address: 12201 Tukwila Int' 1. Blvd., 4th Floor, Seattl_e, _WA _98168__ City State Zip l %permits plus%icc changes %pumit application (7 -2004) ! Page 3 �i Z Z �W QQ� UO NO W= J �— NW WO La U) = �W Z f- F- O Z H W W U� ON a t— WW H� LL O U O Z AMIL MECHANICAL PERMIT INFZ0t%kATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: To Be Determined Mailing Address: City, State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Electric ..... ❑ Gas .... ❑ Fuel Type: Other: Indicate type of mechanical work being installed and the quantity below: Unit T e: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU Air Handling Unit >I0,000 Fire Damper 0 -3 HP 1100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM I I Equipment PERMIT- APPLICATION. .`NOTES - Applicable to all permits in this application 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJUPX TYE LAWS OF TIJE STAT OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR ORIZ G Signature: Date: Irce -z Print Name: Douglas N. Gardner Day Telephone: 206- 730 -4974 cell Mailing Address: 12201 Tukwila Int' 1. Blvd., 4th Floor, Seattle, WA 98168 City State Zip Date Application Accepted: I Date Application Expires: / Staff�In�iti�als:/ (J Q U -� 1 0 / k 7 0 6 I f7 yl'�-C/ \permits plus\icc changes\permit application (7.2004) Page 4 Z Z �W QQ� JU 0 to 0 J = H U) LL W O J LL Q N = �W Z� HO Z �5 U� ON 0H WW HF- LL O . Z . W U= O Z f9oe Ci of Tukwila i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 r Z i�— Z W UO CO) o' UJ U- WO L L co = = W z� F- O, Z !— g UJ U � O ( = 0, H t`= LL O .. Z H = O Z RECEIPT Parcel No.: 7345600055 Address: 3600 S 124 ST TUKW Suite No: Applicant: SWIFT LLC Permit Number: Status: Applied Date: Issue Date: DOS -233 APPROVED 07/07/2005 0 Receipt No.: R06 -00253 Initials: 7EM User ID: 1165 Payment Amount: Payment Date: Balance: 14,011.38 02/24/2006 12:00 PM $0.00 Payee: SABEY PROPERTIES LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 101070 14,011.38 ACCOUNT ITEM LIST: 1 Description ------------------------ Account Code Current Pmts - - - BUILDING - NONRES - -- ---------- - - - - 000/322.100 -- ------ - - - - -- 4,214.13 } PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 223.50 PW LAND ALT PLAN REVIEW 000/345.830 49.25 PW PERMIT /INSPECTION FEE 000/342.400 4,635.00 PW PLAN REVIEW 000/345.830 4,635.00 i STATE BUILDING SURCHARGE 000/386.904 4.50 2340 02/24 9716 TOTAL 14011.35 doc: Receipt Printed: 02 -24 -2006 i rte. g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7345600055 Permit Number: DOS -233 Address: 3600 S 124 ST TUKW Status: PENDING Suite No: Applied Date: 07/07/2005 Applicant: SWIFT LLC Issue Date: Receipt No.: R05 -00975 Payment Amount: 2 Initials: LAW Payment Date: 07/0712005 02:21 PM User ID: 1630 Balance: $4,218.63 Payee: SABEY PROPERTIES LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 97949 2,739.18 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 2,739.18 Total: 2,739.18 Z QQ - W JU UO � o W =` W O U- c d W. ? F- F- O Z 1- W UJ O N. o f-. W u1 lL O • • Z' W Z doc: Receipt Printed: 07 -07 -2005 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �5c,v IA-f Type of Ins ection: Gv , P1 e Address: Date Called: -7 Special Instructions: Date Wanted: a , 7 /3c) 1v > Requester ?,hone No: l av6 -:ass- lid 1 Approved per applicable codes. O Corrections required prior to approval. `. t; kA •5 COMMENTS: 6 1) La n � 3 ,Ilti. V l l � ✓M i Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. RPrPint Nn - Date' Z �Z �W �U UO Cl) W =' J CO) LL W O 5 U. ?. cf)d =W z Fr Z°. W �o D F— WW F_ -- Z W N. E- _ O F-, z INSPECTION RECORD Retain a copy with permit INSPECTt O. PE iT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 0) )431 -3670 Project: Type of I /,V /) Address: Date Called: Special Instructions: Date Wanted: a.m' �- 23 _U7 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z --S�z/ , / -Iv - Inspec 464 1 uate' ' $58.00 REINS PEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: -Z �Z W JU UO Co 0 W = MU. W O LL Q: �W Z 2 h- �O W F— 5 U� O N D WW LL Z UN H � Z prat. K' .z sb ..wysw. n., :all•.._, >:.,.,. ...� ". INSPECTION RECORD Retain a copy with permit 3 INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Project: /" Z-L� Type of,l spection: .arc' - ��•Us�f Address: Date Called: Special Instructions: Date Wa d: a. 7 - p.m. Requester: Phone No: CJ J -� /` 2J Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FIDE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z '~ W 3 UO O W� �LL w 15 LL < N =W Z �.. 1-0 z�- 5 U� O N O F-. WW U" O .. Z W co O Z r l / MAI $58.00 REINSPECTION FIDE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z '~ W 3 UO O W� �LL w 15 LL < N =W Z �.. 1-0 z�- 5 U� O N O F-. WW U" O .. Z W co O Z r Site Specific Safety and Health Plan Y CORRECTION LTR#--L, RECEIVED AUG 14 2006 TUKWILA PUBLIC WORKS OC-097 00 5- 233 t Z 'Q W � . .J U 001 C0 o: W= a � W W O J: LL Q. N _ d, �W Z` F- O. Z !- U W w Z U O U CO) H O F- Z � Site Specific Safety and Health Plan Y CORRECTION LTR#--L, RECEIVED AUG 14 2006 TUKWILA PUBLIC WORKS OC-097 00 5- 233 t Z 'Q W � . .J U 001 C0 o: W= a � W W O J: LL Q. N _ d, �W Z` F- O. Z !- U W w Z U O U CO) H O F- Z I � Site Spccific I-Icalth & Safety Plan Swift Trucking Site, Seattle WA August 2006 Site Specific Safety and Health Plan Soil Remediation Swift Trucking Site, Seattle, Washington Dalton, Olmsted & Fuglcvand, Inc 1.0 Introduction The soil contaminants of concern are diesel and heavy -oil range hydrocarbons. The cleanup level for these contaminants is 2,000 mg /kg. Soils identified during the Phase 1 and 2 ESAs will be excavated by Glacier Environmental, exported to approved landfills for disposal and backfilled with clean imported soils. 1.1 Emergency Information In the event of an emergency, call for help as soon as possible. Emergency: Police 911 Fire 911 Ambulance 911 Give the following information: • Where the emergency is - use cross streets or landmarks • Phone Number you are calling from • What Happened - type of injury • How Many persons need help Route Map to Hospital on Following Page 1.2 Additional Emergency Information Site Name: Swift Trucking Site i Site Location: 3600 South 124 Seattle, Washington i Hospital: Harborview Medical Center 325 9 Avenue Seattle, WA 1 z ,F Z ` W D JU UO N0 J = CO) U. LL Q N 0. = w Z f- O w ~ w U 0. o CI o� w w . LLo ..Z W CO) O ~. Z Site Specific Fiealth & Safety Plan Dalton, Olmsted & Fuglevand, Inc Swift Trucking Site, Seattle WA August 2006 Directions Distance Total Est. Time: 14 minutes Total Est. Distance: 9.67 miles ® 1: Start out going EAST on S 124TH ST toward E MARGINAL WAY S. 0.1 miles C ^ 2: Turn LEFT" onto E MARGINAL WAY S. 0.4 miles V. 3: Turn LEFT onto INTERURBAN AVE S. <0.1 miles w_._. Z_.... _. 4: INTERURBAN AVE S becomes E MARGINAL WAY S. 0.5 miles 5: Turn RIGHT onto S BOEING ACCESS RD. 0.4 miles r 6: Merge onto I -5 N toward SEATTLE. 6.4 miles 7: Take the DEARBORN ST. / JAMES ST. exit- EXIT 164A- toward 1.0 miles MADISON ST.. ® 8: Take the JAMES ST exit. 0.2 miles 9: Turn RIGHT onto JAMES ST. 0.1 miles 10: Turn RIGHT onto 9TH AVE. 0,1 miles 11: End at 325 9th Ave Seattle, WA 98104 -2420, US Total Est. Time: 14 minutesTotal Est. Distance: 9.67 miles vondale 4ml — A _b t '^i ias Y t ssabold� t y ch` North P[1t 522 - a 4km *� t.avllla { Ki land ; _ {.t k r f 'iRetl 'Stillwater Cat+�Pro+► dale ish Camationo '. .. w � t 1�.....:..:'r. ° . o_ s_��.a �' Il � .a ' .,�: '.} , -,•N 520 .� i `Q nZso. ,�' ��:� , st7i7iei +, Er a a°.u� ��,�a " q . 3 '; remettatt' , N ,t 3 Hpl ` r , 8 tort � " r Wildw p f; 1ti O agaria 'NOCmatld Park a '': Seta j I tina Y Y ° I urle Usab »ylay t Klahanle Kit E" - o .. Des Mcine P Pierce s ' MapJ.wcod _o urton FernHaatM. `'} p 2006 MapQuist, Inc,; 0 2006 Tele Atlas 2 'Kenliwoidi Pieo �t.ako Hilli, `Vasa Park Caal Creak Air Ccalfleld p lf;gr�nta � bMaplaw*od milohts z J s +. ° - , FaiitiGaazl�. Mapb'Hlits. � �"` r '" CedarMounta .8onson Hill 4 . � nt J. 16 Oarre.Don Z J_ Z JU 0 0 N C0 LLI W = Cl) LL WO 2� 9-1 LL Cl = �W Z F- i- O Z H W W U� O- o l- WW HL) LL O. W U= O Z Site Specific Health & Sarety Plan Swift Trucking Site, Seattle WA August 2006 Emergency Contacts: Dalton, Olmsted & Fuglevand, Inc Dalton, Olmsted & Fuglevand — David Cooper (425) 827 -4588 Sabey Corporation - Marcelo Garces (206) 277 -5253 National Response Center (800) 424 -8802 Environmental Response (908) 321 -6660 Chemtrec (800) 424 -9300 1.3 Scope, Application and Plan Objective This health and safety plan has been developed in accordance with the Washington Industrial Safety and Health Act (WISHA) standards for hazardous waste operations (WAC 296 -62 -300 Part P). The purpose of this Site Health and Safety Plan is to define the requirements and designate protocols to be followed at the Site during excavation, backfilling, sampling, surveying and other site activities. Applicability extends to all contractors, subcontractors, and visitors. The level of health and safety protection will vary depending on the specific activity. The Health and Safety Plan covers each of the 11 required plan elements specific in WAC 296 -62- 30135. Table I shows the major sections where each of the elements are discussed. All personnel on site, contractors and subcontractors included, shall be informed of the site emergency response procedures and any potential fire, explosion, health, or safety hazards and protective measures planned for the site. All safety and health requirements are based on limited information known at the time of preparation, and are subject to change via formal modifications as conditions change. This health and safety plan is not intended to address all hazards or potential hazards present at the site. No warranty is included, either express or implied. Table 1 - Location of Required Health and Safety Plan Elements Regulatory Required Elements Plan Section Locations (i) Names of key personnel 1.6 Organization (ii) Safety and hazard analysis 2.0 Hazard Assessment (iii) Training 1.6.2 Organization (iv) Personal protective equipment 5.0 PPE (v) Medical surveillance 7.0 Medical Surveillance (vi) Monitoring program 3.0 Air Monitoring (vii) Site control 4.0 Site Control (vii) Decontamination 6.0 Personal Hygiene (ix) Emergency response plan 8.0 Emergency Response (x) Confined space entry 2.4 Physical Hazards (xi) Spill containment 4.2 Waste Handling 3 Z Z u� D JU UO Cl) W = H w O 1L cf) a =w Z t— F-- O Z t- U0 O � =U H LL w Z U N' O Z Site Specific Health & Safety Plan Swift Trucking Site, Seattle WA August 2006 Dalton, Olmsted & Fuglevand, Inc * Required H &S Plan elements are numbered according to their listing in WAC 296 -62- 30135. 1.4 Site Location and History The Swift Transportation property is located at 3600 S. 124th St., Tukwila, Washington and is approximately 4.45 acres in size. Currently the site is leased by Savannah Logistics. Previously it was leased by Swift Trucking and used as a trucking terminal. Two structures are present including a maintenance shop building and an office /warehouse (terminal) building. 1.5 Scope of Work Activities The remediation areas were identified based on an Environmental Site Assessment prepared by Dalton, Olmsted & Fuglevand, Inc. (DOF 2005). The contaminants of concern are petroleum hydrocarbons within the following areas illustrated on Figure 2: • Waste Oil Area — Located on the south side of the shop building where a 2,000 gallon underground storage tank (UST) containing waste oil was removed in 1995. • Gas/Diesel Area — Located on the north side of the shop building where a diesel (10,000 gallon) and a gasoline /diesel (4,000 /5,000 gallon) USTs were removed in 1995. • P -18 Area —Located approximately 140 feet north of the shop building just south of the concrete apron next to the terminal building. The source of petroleum hydrocarbon contamination is not known. No additional sampling was completed in this area during the work. The overall goal of the remediation is to remove as much of the contaminated soil as practical. The estimated excavation areas are shown on Figure 2. The extent of actual excavation will depend on field observations and sampling during the remediation. 1.6 Organization The following personnel are involved in completing the activities at the site: • Project Manager — Matt Dalton Work Phone: (360) 380 -0862 Cell Phone: (206) 498 -6616 • Project Field Manager /Site Health and Safety Officer— David Cooper Work Phone: (425) 827 -4588 Cell Phone: (206) 660 -3466 2 Z �z �2 D J U N o CO) LU J = U) L. W 95 LL ¢ U� = cy I .-w Z �. f_ O Z F_ W U� O C o E- wW LO w Z U U) H O Z Site Specific Ilcalth & Safety Plan Swift Trucking Site, Seattle WA August 2006 1.6.1 Project/Site Health and Safety Officer Dalton, Ohnsted & Puglevand, Inc The Project/Site Health and Safety Officer has responsibility for verifying that the provisions of this plan are implemented in the field. Changing field conditions may require decisions to be made concerning adequate protection programs. The Site Health and Safety Officer is responsible for conducting site inspections on a regular basis in order to evaluate the effectiveness of this plan. 1.6.2 Site Workers/Visitors Site workers and visitors who have the potential to contact contaminated materials or be otherwise exposed to such materials during the remediation activities at the Site will be required to read and verify compliance with the provisions of this plan. The level of required health and safety procedures will depend on specific activities. In addition, all visitors will be expected to comply with relevant OSHA and WISHA requirements such as medical monitoring, training, and respiratory protection (if applicable). Site workers are required to have 40 hours of Hazardous Waste Training. Visitors will also be expected to provide their own protective equipment. In the event that a visitor does not adhere to the provisions of the plan, he /she will be requested to leave the work area. All nonconformance incidents will be recorded in the site log. 1.7 Distribution As required by WAC 296 -62- 30115, the On -site Safety Officer will make available a copy of this Health and Safety Plan to contractors and subcontractors hired by Sabey Corporation Company or Dalton, Olmsted & Fuglevand, Inc. for on -site work. All Contractors will follow these provisions as minimum requirements. Due to their unique work activities, more stringent health and safety measures may need to be taken at their discretion. All Contractors are responsible for the health and safety of their own employees, and for meeting all requirements under applicable State, Federal, and local regulations. All site personnel will read the site specific Health and Safety Plan and sign the acknowledgment form located in the appendix. 1.8 References During development of this plan consideration was given to the following worker safety and health and environmental standards • OSHA29CFR1910.120andEPA40CFR311 • EPA, OERR ERT Standard Operating Safety Guides • NIOSH /OSHA/USCG /EPA Occupational Health and Safety Guidelines • ACGIH Threshold Limit Values • WISHAWAC 296 -62 -300, Part P 3 z = z JU U U) 0 to W J � Co U_ w 0 9 :. U. Q U� = �. w z� Z~ w �o O co . off w U LL ' O Z U= O Z Site Specific I lealdi S Sarety Plan Dalton, Olmsted & fuglevand, Inc Swift Tricking Site, Seattle WA August 2006 • WISHA WAC 296 -155 Construction Safety In addition, a Company Health and Safety program is on file and available. This program Z contains additional information on accident prevention, respiratory protection, site W decontamination, hazard communication, medical monitoring, emergency planning, spill containment and confined space entry. 2.0 Hazard Evaluation and Risk Assessment w w= There are three categories of hazards that may be encountered during the work conducted on this M U_ site. They are potential chemical exposures, fire /explosions and physical hazards. �j 0 2.1 Potential Chemical Exposures U_ Q co The materials onsite that may pose health risks to personnel are petroleum products (volatile = d organic compounds- benzene, toluene, ethylbenzene and xylene. The VOC's are potential Z = inhalation hazards, with some of the compounds having high toxicity. The metals, in the form of — ~ soil dust, may also present an inhalation hazard. Exposure to these compounds could occur w during excavations and handling of samples. Engineering controls will include wetting, covering O ? o or containing excavated soil to prevent wind dispersion. Other engineering controls utilized will v include "brush" fans to disperse VOC's. In the event that breathing zone monitoring indicates o voc concentrations approaching the PEL (listed below) personnel will be required to wear w W appropriate Level C personnel protective equipment including respirators with the appropriate t cartridges. (The information above refers to potential health effects from relatively significant O acute and/or chronic exposures however does not imply that such effects will occur from the W N planned site activities.) In general, exposure to chemicals encountered at this site are not U _ ~ expected to result in significant health effects when work practices, engineering controls, z appropriate protective equipment, and air monitoring used in accordance with the plan by properly trained individuals are followed. The toxicity and chemical properties of the potential compounds that may be detected on site are presented in Tables 2 and 3. Table 2 provides exposure limits established by OSHA, National Institute of Occupational Safety and Health (NIOSH), and American Conference of Governmental Industrial Hygienist (ACGIH). Table 3 provides target organs and possible symptoms of exposures. The exposure levels listed in Table 2 are defined below: PEL: OSHA permissible exposure limits (PELs) are 8 -hour time - weighted average (TWA) concentrations. Short-term exposure and ceiling limits are recorded where applicable. STEL: Short term exposure limit, usually 15 minutes. If this airborne level is exceeded for the specified time period, additional controls must be implemented, respiratory protection must be provided or the person leave the area. TLV: Threshold limit values (TLVs) are 8 -hour TWAs recommended and established by the ACGIH. These levels are noted where they vary from the PEL. IDLH: Immediately dangerous to life or health (IDLH) levels are defined by the Standards 0 Site Specific Health & Safety Plan Swift Trucking Site, Seattle WA August 2006 Dalton, Olmsted & Fuglevand, Inc Completion Program (SCP) only for the purpose of respirator selection. They represent the a maximum concentrations from which, in the event of respirator failure, one could escape within' 30 minutes without experiencing any escape- impairing or irreversible health effects. Table 2 Exposure Limits Chemical Chemical Name PEL TLV IDLH Grou Volatile Organic Benzene 1 ppm 10 ppm 500 ppm Hydrocarbons 0.5 ppm (action) 5 m STEL Ethylbenzene 100 ppm 800 ppm 125 ppm STEL Toluene 200 ppm 100 ppm 500 ppm 150 ppm STEL Xylene 100 ppm 900 ppm 150 ppm (STEL) C� Z � JU U O' N U W= J 0 LL w O 9:3. U. Q n i d. Z :r ' Z o. UJI W; U O co, O F-" w w : U' 0 ui Z U Co H � O Z r Site Specific Health & Safely Plan Dalton, Olmsted & fuglevand, Inc Swift Trucking Site, Seattle WA August 2006 1 ll f Table 3 Exposure Routes, Target Organs and Symptoms Group Substance Exposure Route Target Organs Symptoms Volatile Organic Benzene Inhalation Blood, central Irritation of eyes, Compounds Ingestion Eye/Skin nervous system, nose; resp. sys.; " Contact Skin skin, bone marrow, giddy; headache; 1 Adsorption eyes, resp. system nausea, staggered gait; fatigue; anorexia; dermatitis; bone marrow depression; abdominal pain (carcinogen) Ethylbenzene Inhalation Eyes, upper resp. Irritated eyes, Ingestion Eye/Skin sys.; skin; central mucous membranes; Contact nervous system headache; dermatitis; narcosis; coma Toluene Inhalation Central nervous Fatigue, weakness; ! Ingestion Eye/Skin system, liver, confusion, " Contact kidneys, skin euphoria, dizziness; headache, dilated pupils, lacrimation; j nervousness; i muscular fatigue; insomnia; paresthesia; j dermatitis; photophobia Xylenes Inhalation Central nervous Dizziness, Ingestion Eye/Skin system, eyes, GI excitement, Contact Skin tract, blood drowsiness, l Adsorption incoordination, i staggering gait, i irritated eyes, nose I J 1 I a. i 6 Z Z W� _3 U O' CO C3 . CO LU J = N LL W O 9 - LL j N C) = W H = Z � F- O Z F— W U D E- W W H U, LL F" lil Z: U_N Z i Site Specific Health & Sarety Plan Dalton, Olmsted & Puglevand, Inc Swift Trucking Site, Seattle WA August 2006 i I i 2.2 Potential Exposure Routes Inhalation - This route of entry could occur if volatiles become airborne during site activities. Inhalation of contaminated dusts is also a possibility. Air monitoring and control measures specified in this plan will minimize the possibility for inhalation of site contaminants. Skin Contact - Exposure via this route could occur if contaminated soil, water or product contacts the skin or clothing. Dusts generated during soil movement may also settle on exposed skin and clothing of site workers. Protective clothing and decontamination activities specified in this plan will minimize the potential for skin contact with the contaminants. Ingestion - Exposure via this route could occur if individuals eat, drink or perform other hand - to -mouth contact in the contaminated (exclusion) zones. Decontamination procedures established in this plan will minimize the inadvertent ingestion of contaminants. I 2.3 Fire and Explosion Care will be exercised at all times during field activities where flammables are known or suspected to be present. Two ABC dry chemical fire extinguishers with a minimum charge of 10 pounds shall be available at the site and in the area where the work is being conducted. Observe basic precautions such as no smoking or creation of sparks or open flames. 2.4 Physical Hazards Various health and safety hazards will be present during the remediation activities. A summary of the potential hazards and a statement of the hazard control measures and practices in place to minimize the risks of injury or illness. The hazard level for contaminants present during the field sampling activities is presumed to be low to none, generally requiring Level D personal protective equipment (PPE) with possible upgrades to Level C PPE should on -site monitoring or observations indicate an upgrade is necessary to protect the health and safety of on -site personnel. Head Hazards - Hazards include falling objects, sharp objects, overhead work, and bump hazards. All personnel on site will wear hardhats. Foot and Ankle Hazards - Hazards include nails, sharp objects, uneven or slippery walking surfaces, hazardous materials, dropped heavy objects, and sumps. All personnel working in the area will wear chemical resistant boots with steel -toes. All unprotected sumps and/or open holes in the work area will be barricaded. Eye Hazards - Hazards consist of sharp objects, poor lighting, flying debris or metal from drilling operations, contaminated water splashes, and contaminated soil particles. Safety glasses will be worn at all times in the work area. I Musculoskeletal Hazards - Hazards include lifting heavy objects, lifting improperly, i 7 Z .- Z W w QQ JU 00 CO CO U.. w 9 E U. a = �w z t` Zo U� O- o F- W W LLz LLi CO O Z Site Specific Flealth & Safety Plan Dalton, Ohnsted & Puglevand, Inc Swift Tnicking Site, Seattle WA August 2006 overreaching or overextending. Hazard mitigation will consist of use of correct lifting practices, use of mechanical lifting devices, and proper placement of lifting devices. Electrical Hazards - Hazards consist of contact by equipment, both overhead and underground (in the case of buried electrical conduits). Equipment will not be positioned closer than 10 feet from any overhead electrical hazard. Each excavation site will be checked prior to commencing operations for underground electrical utilities by the utility involved or by site personnel familiar with the location of such utilities. Underground Hazards (buried utilities) - Hazards include buried natural gas, petroleum product, water, sewer, telephone, and electrical lines. Each excavation site will be checked prior to commencing operations for underground utilities by the utility involved or by site personnel familiar with the location of such utilities. Mechanical Hazards - Heavy equipment such as excavation equipment and rotary kiln/thermal 'desorption equipment. All equipment will be in good working order prior to arriving on site. Equipment will be checked during the coarse of work for signs of breakage or failure. When not operating excavators or front -end loader, all systems will be at a "zero energy" state, i.e., excavator bucket or loader bucket will rest on the ground. When possible, all personnel will remain outside the swing radius of the excavator or conveyors. All personnel will stand clear of elevated loads. All workers shall be alerted to the potential of trauma from moving parts on equipment. Workers will be instructed to avoid loose clothing so hands and arms won't be pulled into moving parts. Motor Vehicles- The use of heavy equipment could result in serious injury or death to workers. All workers will be alerted to the potential for accidents. All heavy equipment will have backup alarms. Workers shall be aware of the location of vehicles and heavy equipment. All heavy equipment must comply with applicable OSHA and/or WISHA regulations, including guards, lockouts, standard operating procedures and operator training. Vehicles will be inspected daily by a qualified operator of the Contractor. Trips/Fall - As with all fieldwork sites, caution will be exercised to prevent slips on rain slick surfaces, stepping on sharp objects, etc. Work will not be performed on elevated platforms without fall protection. All excavations will be enclosed with barrier tape or similar measures will be used to prevent workers from accidentally falling into an excavation. Noise - Appropriate hearing protection (ear muffs or ear plugs) will be required in the vicinity of excavators or other noise sources if high noise levels (greater than 85 dBA as an 8 -hour TWA. 115 dB for any continuous noise, or 140 dB peak as impulse or impact noise) are generated. Types of equipment capable of exceeding these levels are earthmovers, blowers and drive hammers. Personal protective equipment will be worn when working with this equipment. Lighting and Illumination - All work shall be conducted during daylight hours or nighttime hours with lighting sufficient to provide visibility of potentially hazardous objects. Confined Space Entry - Confined space entry is not anticipated to be encountered on this site. Personnel will not enter any confined space without specific approval of the Project Manager and HAS Manager. Z = Z D UO CO) CO W J = CO U_ w LL ¢ fn D T O I .-w Z� t— O Z I- w w U� ON off wW LL O w Z UN Z Site Specific Flealth & Sarety Plan Swift Trucking Sitc, Scattle WA August 2006 Dalton, Olmstcd & fuglevand, Inc Trenching and Shoring - Personnel entry into excavations which will create hazards with respect to collapse of dirt walls will be performed in accordance with Washington State Trenching and Shoring requirements as detailed in WAC 296- 155 -650 through WAC 296 -155- { 664. ? An trench that will require entry and involve excavations greater than 4' in depth must be � Y u q� rY g p f adequately shored, sloped, sheeted, or workers provided with a trench box. The angle of slope will be determined by the type of soil as follows; Type A cohesive soil, hard compact 3/4:1 or 53 degrees Type B less cohesive soil, some moisture present 1:1 or 45 degrees Type C sandy loamy soil 1 1/2:1 or 30 degrees i Storage of excavation materials must be at least 2' from the edge of the trench. An adequate means of exit must be provided within 25' of workers in trench. s Excavation slopes and geotechnical guidelines are specified in the Project Design Report for this i project. Heat Stress- The risk of heat stress is relatively high for those persons working in high ambient temperatures wearing impermeable Level C PPE. Because this equipment does not allow evaporation of sweat, persons required to wear this level of PPE will be monitored for heat stress when the ambient temperature is above or equal to 75 degrees F. Factors that contribute to risks associated with heat stress include ambient temperature, length of time in the suits, intensity of the work being done, permeability of garments, availability of shade, acclimatization of personnel, adequate fluids intake by personnel, and length of rest periods. i Heat stress control and preventive measures include the following: i • Provide plenty of liquids to replace lost body fluids. Water and/or electrolyte drinks will be used for this purpose. • Establish a work schedule that will provide appropriate rest periods. • Wear appropriate protective clothing for adverse weather conditions. • Provide personnel training on the causes of heat stress, signs and symptoms, and preventive measures. Heatstroke and heat exhaustion are possible results of physical exertion in the heat. Heatstroke is always life threatening. While heat exhaustion is a milder condition, if left unattended it can results in life - threatening conditions. Symptoms of heatstroke include the following: o Dry Hot Skin or Red or flushed skin, o No sweating, and o High body temperature Symptoms of heat exhaustion include the following: E Z z lY w QQ � JD UO (n o. CO W W = r~ CO) LL WO LL Q = w ZM �O Z w D ON o�_ =U — O ui Z CO Z i Site Specific I lealth & Safety Plan Dalton, Olmsted & ruglevand, Inc Swift Trucking Site, Seattle WA ! August 2006 1 I t i t o Pale, clammy skin o Profuse perspiration, and o Weakness, dizziness, headache, nausea, loss of appetite, and o faintness. A person with heatstroke needs to be cooled quickly and will need medical care. In order to reduce heat stress, frequent breaks are necessary to allow workers to cool down and replenish electrolytes. An individual may take a break at any time if the individual feels any of the above symptoms. A liquid replenishment station with water or electrolyte replacement fluid (Gatorade or equivalent) will be located in the "clean zone." Cold Stress - Outdoor work may result in cold exposure, especially during the winter months in the site area. When the body loses more heat than it producers, the deep body temperatures may be lowered to dangerous levels. This condition is known as hypothermia and can be serious. The symptoms of hypothermia include shivering, sleepiness, numbness, difficulty in movement, impaired ability to work, and diminished eyesight. If the condition is allowed to progress, heart failure may occur. If the symptoms of hypothermia progress beyond feeling cold and shivering, it will be necessary to seek immediate medical attention. To protect against hypothermia, field personnel must wear multi - layered cold- weather outfits, be aware of wind -chill factors, have access to a readily available warm shelter, drink warm fluids, and monitor conditions of fellow workers. 2.5 Hazard Analysis by Task WORK TASK HAZARDS PROTECTIVE MEASURES Sampling of near - surface Skin contact, inhalation, Levels C or D protective soils moving equipment, and equipment, caution possible heat stress. around equipment, air monitoring. Observation of the Skin contact, inhalation Levels C or D protective excavation of of vapor and particulates, equipment, caution contaminated soils fire /explosion, physical around excavating hazards of heavy equipment, earplugs or equipment, noise, and muffs, air monitoring. possible heat stress. 3.0 Air monitoring Exposure monitoring will be performed at the Site to confirm that no personnel are being exposed to VOC's greater than the established PELs and to evaluate any changes in airborne z Z Z �w D UO 0 C0 CO U . w L L �D = 0. �w z T_ H Z O. w w U� ON off w LL LL F —0 iii Z U= O F- z Site Specific Health & Safety Plan Swift Trucking Site, Seattle WA August 2006 Dalton, Olmsted & Puglevand, Inc contaminant concentrations that occur with the various investigations. Exposure monitoring will include: • personal breathing zone air monitoring and, • real time air monitoring of the work area using direct reading instruments while performing excavating and other operations. 3.1 Personal Monitoring 3.1.1 Application i Personal breathing zone air monitoring will be performed on those individuals likely to have the highest potential exposure to those hazardous substances most likely to be i present above permissible exposure limits. Tasks to be monitored will be chosen based on the existing chemical data for the media being sampled, results of previous personal monitoring conducted on site, and experience at other similar hazardous waste sites. Monitoring will begin as soon as feasible following the commencement of work on each field task. Air monitoring will be conducted to approximate the breathing zone concentrations of chemicals to the workers using a PID. If this sampling exceeds 50 percent of the permissible exposure limit (the action level), of any of the contaminants listed in the chemical exposure section, then personal air monitoring using a sampling pump and filters for gases, dusts, or heavy metals shall be conducted. 3.1.2 Personal Monitoring Action Levels i When petroleum hydrocarbons and VOC's are encountered greater than 5 ppm on the PID in the breathing zone of the worker, benzene levels will initially be sampled with a detector tube. If levels exceed the action level (0.5 ppm) in the breathing zone, additional personal sampling is required with personal sampling pumps and appropriate sampling media to determine the 8 -hour Time Weighted Average (TWA). 3.2 Work Area Monitoring 3.2.1 Application Air monitoring and visual observations of the site are required to determine the effectiveness of engineering controls, to re- evaluate levels of protection and determine if site conditions have changed. At a minimum, monitoring will be done at the beginning of the work shift and periodically throughout the work. Specific monitoring locations and frequencies are given below. Air monitoring will be conducted during all activities within exclusion zones including excavation and sampling. 3.2.2 Work Area Monitoring Action Levels The action levels for real -time air monitoring at the perimeter of the exclusion zones will be as follows: 11 z Z �w QQ JU U O CO W= J F CO U_ w 0 9 J �a = w Z �. Z o_ W w v CO_ o F- wW �Z u.i U CO. P H z Site Specific Health & Safety Plan Swift Trucking Site, Seattle WA August 2006 Dalton, Olmsted & ruglevand, Inc Table 5 Work Area Monitoring Action Levels INSTRUMENT ACTION LEVEL PROTECTIVE MEASURES PID 5 ppm above background Curtail operations, at the breathing zone for initiate vapor control more than 15 minutes measures Combustible Gas Meter No more than 10% of the Curtail operations, lower explosive limit initiate vapor control measures 3.3 Monitoring Instrumentation Each pied of- monitoring equipment will be inspected prior to work start-up. Failure of any of the equipment listed below to work properly must be reported to the Project Health and Safety officer immediately. Work in the exclusion zone is not to continue beyond the monitoring cycle if equipment is not working properly. 3.3.1 Combustible Gas /Oxygen Meter Calibrate prior to each day's activities according to manufactures instructions. Set the alarm to auditory. If odor, taste or discomfort is detected by the crew monitor continuously, or if any of the action levels below are exceeded, monitoring is to be done ! continuously. Action levels (Biosystems PHD Ultra or equivalent) Explosive Atmosphei •e (measure at the source in or near the excavation) < 10% LEL Continue activity and monitor for toxic gases > 10% Evacuate all personnel from near the excavation Oxygen (measured in breathing zone) <19.5% Evacuate area 195 -23.5% Continue monitoring >23.5% Remove and shut off ignition sources and investigate for cause of excursion 3.3.2 Photo ionization Detector (PID) Zero prior to each day's activities, according to manufacturer's instruction. Record any 12 Z QQ 2Z ' w � QQ 2 , JU UO N o CO J � (n LL w 0 9 _ LL < CY = w �_ z F- O Z I— W 25 n0 0 CO. off w L O Iii Z . O Z I Site Specific Health & Safety Plan Dalton, Olmsted & Fuglevand, Inc Swift Trucking Site, Seattle WA 3 August 2006 calibration with the span gas in the health and safety logbook. Use Manufacturer's recommendations for calibration. Recalibrate often, as the instruments are sensitive to dust. If the excavation crew detects odors or tastes, monitoring is to be done continuously. Action Levels: (Mini Rae or equivalent) Less than 5 parts per million on the PID above back ground levels at the breathing zone height for 15 minutes: Wear level "D" protective clothing. Respiratory protection is not required us long as benzene concentrations remain below the action level of 0.5 ppm in the breathing zone. 5 -25 ppm continuous readings in the breathing zone (averaged over a 15 minute period): Wear Level C half mask respirators with high efficiency- organic vapor cartridges in addition to the protective clothing (As long as no benzene level in excess of 10 ppm is recorded). 25 -50 ppm continuous readings in the breathing zone (for 15 minutes): Wear full -face respiratory protection with high efficiency organic vapor cartridges in addition to the protective clothing. Levels greater than 50 ppm for a one minute average: Evacuation of the work area. Work: should not continue until additional readings have been obtained by the Site Safety and Health Officer in an appropriate level of protection. 4.0 Site Control 4.1 Site Zones A regulated area consisting of an exclusion zone will be established around the perimeter of the operations. Only persons with appropriate training and authorization from the Site Health and Safety Officer will enter this perimeter while work is being conducted there. Fencing, traffic cones, barrier tapes, and warning signs will be used as necessary to establish the zone boundary. A contamination reduction zone will be established outside the contaminated site areas to decontaminate equipment and personnel before leaving the site. Care will be taken to prevent the spread of contamination from this area. Drums are available to dispose of used protective clothing and decontamination fluids. The contamination reduction zone will have a two -stage boot wash that will be used by all personnel leaving the regulated area. The soapy water changed daily (or as soon as it is visibly contaminated). A support zone will be established outside the contamination reduction zone to store protective clothing and respirators. In addition this area shall be used to stage clean equipment, don protective clothing, take rest breaks, and eat lunch. No contaminated equipment or personnel are allowed in this area. 13 Z Z �w u� D UO cf) J � �LL W O LLQ (1) = LLI z� HO Z �_ �5 U� O� o�_ wW HH LL z ui U� H =. O Z Site Specific Health & Sarely Plan Swift Trucking Site, Seattle WA August 2006 4.2 Waste Handling and Spill Containment Dalton, Olmsted & Puglevand, Inc If a chemical spill occurs on site such as gasoline, diesel, hydraulic fluid etc. the material will be placed in DOT approved drums and sealed. The materials will be sampled to determine the appropriate disposal method, if applicable. 4.3 Location of Safety Equipment Safety equipment that must be available on site at readily accessible locations include: A portable First aid kit, approved eyewash kit, stretcher or blanket, clean water, paper cups, and two 10 -pound ABC fire extinguishers. Safety equipment will be located in the contamination reduction zone, support zone and in close proximity to the site. 4.4 No Smoking No personnel will be allowed to smoke on the site at any time. 5.0 Personal Protective Equipment Levels of Protection at this site: Level C Level D For most activities at this site, the PPE will require Level C or D as a modified protection level, incorporating respiratory protection only where required by site conditions. The selection and use of PPE are detailed in this section. Whenever possible, engineering controls will be employed to control the potential for worker exposure to hazards. The basic requirements presented in this section and decision to increase, decrease, or modify the level of worker protection can be made on site based on the professional judgment of the Site Health and Safety Officer or a Certified Industrial Hygienist (CIH). The descriptions presented below focus on petroleum products and byproducts and on heavy metals as being the primary exposure hazards. Excavation, thermal desorption and sampling operations will involve Level D PPE work and possible Level C work. The decision to upgrade to Level C will be used where engineering controls (such as use of brush fans, working up -wind, water spray, etc.) are not adequate to protect the safety of the workers. The major hazards that field personnel will be exposed to during these activities consist of the following: • Inhalation of airborne contaminants in the form of vapors, dust or contaminated soils, and 0 Skin contact with, or ingestion of, contaminated soils. Personal monitoring will be conducted to evaluate personal exposure. The results of the monitoring will be used to determine the need to upgrade or downgrade the levels of protections needed. The decision to upgrade to a higher level of protection or downgrade to a lower level i 14 Z Z �w UO U) o co W J = CO L w 0 LL Q. = d. F _ w z E- I— O Z F- w w U O N off w H� LL O w Z co O ~' Z Site Specific licalth & Safety Plan z Swift Tricking Site, Seattle WA j August 2006 Dalton, Olmsted & Puglevand, Inc will be based on risk assessments made by the Site Health and Safety Officer in conjunction with a CIE, and the Project Manager. Descriptions of PPE levels are presented below: Level A - Requires a fully encapsulating garment and self - contained breathing apparatus (SBCA). This level of protection will be used when the airborne hazards reach immediately dangerous to Life or health (IDLH) levels. The equipment consists of the following: • Self - contained Breathing Apparatus (SCBA) • Fully encapsulating chemical- Resistant Level B - Requires a semi - encapsulating garment and an air - supplied respirator. This level of protection will be used when there are mixed airborne hazards, when there is an oxygen- deficient atmosphere, or where there is a mixed airborne hazard for which an accepted mechanical filter respirator is not available. Level C - Workers performing site activities where skin contact with contaminated materials is possible will wear chemically resistant gloves (nitrile or neoprene outer gloves, surgical inner gloves) during all activities with potential for skin contact with contaminated media. Use goggles as necessary to avoid splashes in the eyes or face. When performing any activities in which inhalation of dusts is a concern, wear half- mask or full -face air - purifying respirators with HEPA filter cartridges. If respirators are used, cartridges should be changed on a daily basis, at minimum. They should be changed more frequently if breathing becomes difficult due to overloaded filters. Level D - Workers performing general site activities where, skin contact with free product or contaminated materials is not likely and inhalation risks are not expected, will wear regular work clothes or regular or polyethylene coated TYVEK, eye protection, hard hat (as required), nitrile or neoprene coaled work gloves (as required), and steel -toed rubber safety boots. 6.0 Personal Hygiene and Decontamination In order to prevent that contaminated materials from spreading from the site, proper decontamination (decon) procedures will be employed for both equipment and personnel. Site personnel will undergo a two -stage decontamination of boots, which will involve a detergent wash using scrub brush, followed by a spray water rinse. 6.1 Decontamination Procedures At the discretion of the Site Safety and Health Officer, personnel will be required to decontaminate with known or suspected contamination before eating lunch or leaving the site. Full Decontamination Procedures: a) Detergent wash (Alconox) and clean water rinse boots and outer gloves. b) Remove protective coveralls c) Remove respirator, wash and rinse in separate buckets. d) Remove work boots and put on street shoes. 15 z '~ w f 2 JU 00 Co 0 w= Co L w LL ?. Co �w Z 1­ Z F— w w U ON o F— w 3: LL O Ul Z Co O F" Z f i i Site Specific Health & Safety Plan Swill Trucking Site, Seattle WA August 2006 Dalton, Olmsted & Fuglevand, Inc e) Wash hands and face, shower as soon after work shift as possible in the designated area. 6.2 Minimization of Contamination Minimize personnel and equipment used in contaminated areas. Send only the required amounts soil or water to laboratories for analysis. Do not kneel on contaminated ground, or perform any practice that increases the probability of hand -to -mouth transfer of contaminated materials (eating, drinking, chewing gum, smoking or chewing tobacco). Use plastic drop cloths and equipment covers where appropriate. 7.0 Medical Surveillance A medical surveillance program has been instituted for employees having potential exposure to hazardous substances. Exams are routinely given before assignment, annually thereafter, and upon termination. Content of exams is determined by the Occupational Medicine physician in compliance with applicable regulations and is detailed in the General H &S Plan. Each team member with potential for contaminant exposure will have undergone a physical examination as noted above in order to verify that he /she is physically able to use protective equipment, work in hot environments, and not to be predisposed to occupational disease. Additional exams may be needed to evaluate specific exposures or unexplained illness. 7.1 Occupational injury /illness Reporting Any employee who incurs lost -time due to occupational injury or illness during the period of the contrast must be evaluated by the occupational physician. The employee's supervisor shall be provided with a written statement indicating the employee's fitness (ability to return to work), signed by the occupational physician, prior to the employee to re -enter the work -site. A copy of this written statement shall be submitted to the Project Manager. An accident report in accordance with WAC 296 -27 -15505 shall be completed; and copies of such report shall be submitted to the Construction Manager. 8.0 Emergency Response and Contingency Plan The purpose of this procedure is to define responsibilities and provide guidelines for emergency response in the event of a chemical spill, a fire, or an accident (injury). 8.1 Procedures The Site Health and Safety Officer will make all decisions relative to emergency situations. The Site Health and Safety Officer will determine the need to contact appropriate agencies for assistance and make all decisions. In all emergency cases of fire, explosion, worker injury, or significant potential thereof, the emergency authorities listed in this plan will be contacted. In cases where no immediate danger exists to personnel in contaminated areas, response personnel will wear at least that level of protective clothing which personnel in contaminated areas are required to wear. In a life - threatening situation, lower levels of protection may be 16 z Z �w QQ JU 0 U) o co W J= CO L w0 wQ ca T o f _ w Z H ZF_ w w U� co o t-- wW O W Z co O F- Z i i Site Specific Health & Safety Plan Dalton, Olmsted & Puglevand, Inc Swift Trucking Site, Seattle WA August 2006 considered adequate for entry into potentially toxic environments. In the event that an emergency develops on -site, the procedures delineated herein are to be immediately followed. Emergency conditions are considered to exist if any member of the field crew is involved in an accident or experiences any adverse exposure symptoms while on -site, or a condition is discovered that suggests the existence of a situation more hazardous than anticipated. The following emergency procedures should be followed: 1. The Site Health and Safety Officer shall signal to evacuate. ; 2. All personnel will be accounted for at pre - designated areas. r 3. All personnel exiting the Exclusion Zone will proceed with all proper PPE 1 decontamination procedures. 4. The Site Safety and Health Officer will assess the nature of the emergency from an observation point near the edge of the exclusion zone. } 5. In the event that any member of the field crew experiences any adverse exposure i symptoms while on -site, the entire field crew should immediately halt work and act according to the instructions provided by the site safety officer. 6. The discovery of any condition that would suggest the existence of a situation more hazardous than anticipated should result in the evacuation of the field team and re- evaluation of the hazard and the level of protection required. 9.0 Logs, Reports, and Record keeping The Site Safety and Health Officer or the approved alternate will be responsible for on -site record keeping which will include: Certificates of basic training and medical surveillance, daily logs of workers and visitors present at the site, attendance lists for those attending site - specific safety sessions, accident reports, air monitoring results, and signatures of employees who have read the Health and Safety Plan. Z w � 6 UO moo. C0 J E. WO. �a5 LL a. =w Z ZO w Uj �o U o H. w F- 0 LLI Z CO) O F- z 17 Z . �Z � J U U O N 0: CO) W. w =. fn LL, w 9 : wa �d = W Z ►-. z O. Do i O cl o � ww I— U'. ~ O l .. Z. W U= O ~; Z a 4 Dalton, Olmsted & Fuglevand, Inc. E n vir on na e�t�al Con 6034 N Star Rd. • Ferndale, Washington 98248 Telephone (360) 380 -0862 (FAX 360 -380 -0862) Cell (206) 498 -6616 e-mail: mdalton nm dofnw.com i (Kirkland, WA Office — 425- 827 -4588) � MEMORANDUM TO: Marcelo Garces - Sabey Corp. .r FROM: Matt Dalton DATE: July 24, 2006 R EC E IVE D SUBJECT: Refined Estimate of Remedial Action Areas AUG 14 2006 Former Swift Trucking Site TUKWILA Tukwila, Washington PUBLIC WORKS REF. NO: SAB -024 CC: Dave Cooper - DOF This technical memorandum presents the refined estimated remedial action areas on the ! former Swift Trucking site based on geoprobe sampling completed on July 10, 2006. It is j a supplement to the draft Remediation Plan dated June 24, 2005. The site layout and { former UST locations are shown on Figure 1. j Nineteen geoprobes were advanced and sampled at the locations shown on Figure 2. j Probe logs are presented in Attachment 1. Selected samples were analyzed for gasoline, diesel and motor oil range hydrocarbons and benzene, toluene, ethylbenzene and xylene. The results of previous sampling (2005) are summarized in Table 1 while Table 2 V summarizes the results of the current sampling and analysis. Pertinent data and site observations are summarized in Table 3. i j Remediation Areas and Excavation Depths i The remediation areas were generally identified based on an Environmental Site Assessment prepared by Dalton, Olmsted & Fuglevand, Inc. (DOF 2005). The contaminants of concern are petroleum hydrocarbons within the following areas illustrated on Figure 2: • Waste Oil Area - Located on the south side of the shop building where a 2,000 gallon underground storage tank (UST) containing waste oil was removed in i 1995. b OS-733 CORRECTION OY 7 Z Z �w 2 D 00 �o J = W . w J. LLa �d = w F- 3: Z F-. t- O w ~ w �o U �0 N � F- l11 W L O ui Z O Z Dalton, Olmsted & liuglevand, Inc. Dormer Swift Trucking Site Page 2 Judy 24, 2006 • Gas /Diesel Area – Located on the north side of the shop building where a diesel (10,000 gallon) and a gasoline /diesel (4,000/5,000 gallon) USTs were removed in ;s 1995. s • P -18 Area – Located approximately 140 feet north of the shop building just south of the concrete apron next to the terminal building. The source of petroleum hydrocarbon contamination is not known. No additional sampling was completed in this area during the work. ti The overall goal of the remediation is to remove as much of the contaminated soil as practical. The estimated refined excavation areas are shown on Figure 2. The extent of .f actual excavation will depend on field observations and sampling during the remediation. Available data indicate that most of the contamination resides in a "smear zone" near the water table. The primary contaminant targets are gasoline and diesel range hydrocarbons. During our recent sampling, the water table was measured to be approximately three feet (MW -6) to five feet (MW -5) below ground surface. Most of the excavation is expected to extend to several feet below the water table. Some excavation may need to go to depths of up to seven to eight feet (e.g. location R7). It is not likely that all contamination can be practically removed by excavation. It is recommended that Oxygen Release Compound (ORC) be mixed with the backfill to j enhance the natural degradation of residual petroleum hydrocarbons. i CLOSING f The services described in this report were performed consistent with generally accepted professional consulting principles and practices. No other warranty, expressed or implied, is made. These services were performed consistent with our agreement with our client. This report is solely for the use and information of our client unless otherwise j noted. Any reliance on this report by a third party is at such party's sole risk. Opinions and recommendations contained in this report apply to conditions existing ? when services were performed and are intended only for the client, purposes, locations, time frames, and project parameters indicated. We are not responsible for the impacts of any changes in environmental standards, practices or regulations subsequent to performance of services. We do not warrant the accuracy of information supplied by others, or the use of segregated portions of this report. Z Z ' JU 00 N W= J � CO) LL, w 0 LL ? CO z� Z O LU w U� o i— wW F- LL. 0 w CO O Z ,. i a TABLE 1 - Summary of Soil Quality Data - 2005 Swift Trucking Site 3600 S. 124th St., Tukwila, WA Location Spl. Depth Petroleum Hydrocarbons (feet) Diesel Motor Oil HC -ID (m /k) (m /k) PCB Aroclors 1016 1242 1 1248 1254 1260 1221 1 1232 Total PCBs Metals Arsenic Cadmium Chromium Lead Mercury Zinc (u /k) (u /k) I (u /k) (u /k) (u /k) (u /k) (u /k) (u /k) (m /k) (m /k) (m /k) (m /k) (m /k) (mg/kg) T1SW 4.5 <25 <50 - - -- - - - - - - - _- - - - - T1 EW 4.5 55 <50 - -- - -- - - - - -'- - - - - - - -- T23SW 1 5 2000 <50 - - - - - - - - -- -" --- - - -- -- T4SW 4 3400 1800 - - -- - - - - - - - --" "- - -- "- PW1 2 -3 5.7 18 DRO /RRO <36 <36 <36 <36 1 <36 <36 <36 <36 <5 <0.2 21.6 2 <0.04 31.7 P2 9 9.3 73 DRO /MO <36 <36 <36 <36 1 <36 <36 <36 <36 <6 <0.2 28.4 <2 <0.05 32.8 PW3 8 -10 51 300 DIESEUMO <37 <37 <37 <37 <37 <37 <37 <37 5 <0.2 33.1 3 <0.05 34 PW4 0.5 -1 27 300 DRO /MO <36 <36 <36 <36 <36 <36 <36 <36 <5 <0.2 30.5 3 <0.05 44.2 PW5 7 -8 <54 480 - <36 <36 <36 <36 <36 <36 <36 <36 <6 <0.2 37.2 18 <0.06 42.6 P7 5 <5.5 25 RRO <36 <36 <36 <36 <36 <36 <36 <36 <5 <0.2 26.8 2 1 <0.05 36.6 P9 6 <6.2 22 RRO <42 <42 <42 <42 <42 <42 <42 <42 <6 <0.2 31.4 2 <0.05 32.3 P11 4 510 7100 DRO /MO <38 <38 <38 <38 1 <38 <38 <38 <38 <6 <0.2 26.2 18 <0.05 45.8 P12 8 -10 7000 1800 1 DIESEUM 0 <38 <38 <38 130 1 <38 <38 <38 130 <6 <0.2 15.4 4 <0.06 43.1 P13 1 -3 96 860 IDRO/MO <38 <38 <38 <38 <38 <38 <38 <38 <10 <0.5 20 14 <0.05 249 P14 5 -6 85 440 DIESEUMO <41 1 <41 <41 310 <41 <41 <41 310 <6 <0.2 22.1 7 0.04 38.2 P15 1 -2 7100 250 DIESEURR <40 <40 <40 <40 <40 <40 1 <40 <40 <6 <0.3 25 11 <0.05 38.5 P15 10 -11 72 130 DRO /RRO <39 <39 <39 <39 <39 <39 1 <39 <39 <10 <0.5 24 9 <0.05 57 P16 7 -9 710 980 DIESEUMO <460 <460 <460 <460 <460 <460 <460 <460 <6 <0.2 17.1 8 <0.06 48.7 P17 2-4 15 130 DRO /RRO <46 <46 <46 <46 <46 <46 <46 11 <0.3 17.9 11 <0.07 29.1 P18 1 -2 1400 9100 DRO /MO <110 <110 <110 <110 <110 <110 <110 <6 <0.2 28.5 3 <0.04 33.9 P18 8 -9 250 1000 DRO /MO <60 <60 <60 450 <60 <60 450 <6 <0.2 17.1 9 <0.06 39.3 P19 7 -9 3600 1000 DIESEUMO <41 <41 <41 <41 <41 <41 <41 <6 <0.2 54.6 11 <0.05 34.5 P20 6 -7 28 90 DRO /MO <41 <41 <41 146 <41 <41 <41 <41 8 <0.2 15.3 7 <0.05 51.2 P21 5 -7 500 4900 DRO /MO <39 <39 739 <39 <39 <39 <39 30 1.2 630 166 <0.04 251 PW22 4 -6 210 33 DIESEUMO <41 99 <41 <41 <41 <41 99 <6 <0.2 32.6 12 <0.06 62.8 P23 8 -10 36 300 DRO /MO <42 <42 <42 42 <42 <42 98 <6 <0.3 28.1 24 <0.05 54.3 PW24 4 -6 52 300 DRO /MO <42 <42 <42 <42 <42 <42 <42 <42 7 0.7 23.7 91 0.08 109 P25 4 -6 18 120 DRO /MO < 39 <39 <39 47 <39 <39 <39 47 1 <6 <0.2 22.3 8 <0.05 45.5 P26 3-4 14 86 DRO /MO <38 <38 <38 <38 <38 <38 <38 <38 <6 <0.2 25.5 14 <0.05 78.1 P27 4 -6 10 31 DRO /RRO <41 <41 <41 98 56 <41 <41 154 7 <0.2 27.3 5 <0.05 44.4 PW28 3-4 140 1200 DIESEUM01 <41 <41 <41 <41 <41 <41 <41 <41 <5 1 <0.2 26.9 16 <0.05 51.3 Cleanup Level Method 2000 A 2000 A 1 - na - na - na - I na - na - na - na - 1000 A 20 A 2 A 2000(a) A 250 A 2 A 24000 B Background - - - - - -- - -- - - - 20 1 48 24 0.07 85 Notes: Diesel quantificaiton range C12 to C24 Motor Oil quantification range C24 to C38. DRO /RRO indicates results of analyses or additional hydrocarbons in samples are not identifiable. (a) as Chromium III Dalton, Olmsted Fuglevand, Inc. Page 1 of 1 (PH 2 ESA Soil Quality A- Sheetl ) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. TABLE 2 - Soil Quality Data Collected July 2006 Sample Units Date Depth (feet) NWTPH-G (mg /kg) Benzene (ug /kg) Toluene (ug /kg) Ethylbenzene (ug /kg) Xylenes (ug/kg) NWTPH -D (mg/kg) NWTPH-O (mg /kg) Type R1 -2 7/10/2006 2 — — — — — <6.1 <12 — R2-4 7/10/2006 4 — — — — — 64 310 DRO /RRO R3 -9 7/1012006 9 — — — — — 9.7 43 DRO /RRO R4 -5 7/10/2006 5 — — — — — 1000 <59 Diesel R5 -5 7/10/2006 5 — — — — — 3100 1300 Diesel /Motor Oil R6 -6 7/10/2006 6 — — — — — 1400 4700 DRO /RRO R7 -6 7/10/2006 6 — — — — — 4600 270 Diesel /RRO R8 -11 7110/2006 11 — — — — — 9800 <600 Diesel R9 -6 7/10/2006 6 <11 <26 <53 <53 <210 27 61 Diesel /RRO R10 -6 7/10/2006 6 — — — — — <6.2 <12 — R11 -6 7/10/2006 6 <10 <26 <51 <51 <200 <7.4 30 RRO R12-4 7/1012006 4 — — — — — 7100 <500 Diesel R13 -5 7/10/2006 5 <12 <31 <62 <62 <250 34 31 DieseVRRO R14 -8 7/10/2006 8 — — — — — 2100 <140 Diesel R15 -8 7/10/2006 8 — — — — — 690 130 Diesel /Motor Oil R16 -7 7/1012006 7 270 <20.0 <39.9 180 <160(1) 66 30 Diesel /Motor Oil R17 -7 7/10/2006 7 290 <21.6 <43.1 <43.1 <170 (2) 65 46 Diesel /Motor Oil R18 -7 7/10/2006 7 — — — — — 11 14 DRO /RRO R19 -6 7/10/2006 1 6 20.6 <18.4 <36.9 <36.9 <150 210 420 DRO /RRO CUL 100(3) 1 30 7000 6000 1 9000 1 2000 1 2000 — Notes: (1) - o- xylene detected at 120 ug /kg (2) - o- xylene detected at 110 ug /kg (3) - Benzene was not detected in ground -water samples collected from monitoring wells in February 2005. Benzene was detected in probe P22 at a concentration of 4.3 ug /l that is below the ground -water CUL of 5 ug /I. Benzene has not been detected in any soil samples submitted for analysis. Based on these analyses the gasoline -range hydrocarbon CUL of 100 mg /kg is recommended. — - Not analyzed Concentrations in dry weight CUL - MTCA Method A Cleanup Levels DRO /RRO indicates results of analyses or additional hydrocarbons in samples are not identifiable Dalton, Olmsted Fuglevand, Inc. Page 1 of 1 (Soil Data Sum 7 -06 Sampling - Sheetl) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. TABLE 3 - Summary of Data and Observations in Remediation Areas Former Swift Trucking Site 3600 S. 124th St., Tukwila, WA Location Sample Depth (ft) GRO (mglkg) DRO (mg/kg ) MO (mg/k g) Total TPH (mg/kg) Sampling Observations Gas /Diesel Area R4 4 -- 1000 <59 1000 Sheen, fuel oil odor 4' -8' R5 5 -- 3100 1300 4400 Sheen, fuel oil odor 4' -7' R6 6 -- 1400 4700 6100 Asphalt -like at 7' -8' R7 6 — 4600 270 4870 Sheen, oily 5' -7' R8 11 -- 9800 <600 9800 Sheen, fuel odor 9' -11.5' R12 4 -- 7100 <500 7100 Fuel odor 3' -4' R16 7 270 66 30 96 Fuel odor at 7 -7.5' R17 7 290 65 46 111 No indications of contamination on log P15 2 -- 7100 250 7350 Petroleum odor 1' -2' P15 10 — 72 130 202 Slight petroleum odor 7' -11.5' P19 8 — 3600 1000 4600 Petroleum odor P21 6 — 500 4900 5400 No indications of contamination on log T23SW 5 — 2000 <50 2000 During UST removals Waste Oil Area GW-4 -- -- — — -- Free product noted during drilling R14 8 -- 2100 <140 2100 No sample recovery 4' -8' R15 8 -- 690 130 820 Trace sheen, oil odor 7' -8' P12 9 — 7000 1800 8800 Petroleum odor below 4' T4SW 4 -- 3400 1800 1 5200 1 During UST removals P11 4 — 510 7100 7610 No indications of contamination on log P -18 Area P18 2 -- 1400 9100 10500 Petroleum odor P18 8 -- 250 1000 1250 Petroleum odor Notes: GRO - Gasoline -range hydrocarbons DRO - Diesel -range organics MO - Motor -oil range organics Dalton, Olmsted Fuglevand Inc. Page 1 of 1 (Rem Area Summary- Sheet1) Z Z. W JU U CI) . W= J H, CO LL WO L L U� CY 3: �W Z H O. Z f- W W U� O N O H. WW 2 H a. - O tll Z ' CO) F— _ O Z ............................................................................................... GW-3 P-7 (D P-17 UST #1 C" TIEW Area of Tank Excavation . . . ............ ....... UST #3 UST #2 Prev. 4,000/5000 gal Exist Scale House Gasoline/Diesel UST—\A. T1 SW Exist Scale Pit [ Diesel \i P Prev. 10,000 g P-9 UST — Exist DI penser, Gw-1 T23SW rn 8 to P -15 P -19 < E U11 0 (D r,.T > Co b E Sump EL , -0 :3 a) Cn (to San. Sewer) ED P-a > 0 0 U) 0 to Sand•Oil SL rnp C U) Lube Rom P-14 Sump and C.0 To San. Sower Grouted and ban one Waste Oil Su 'ps and line to Waste Oil J T ...... > Sump G (to San. Sewer) Exist Waste Oil AST— T � : 00013.000 gallon Waste Oil UST P -10 2 UST #4 * Quest Soil SpI. (1996) * GW-1 to 4 Existing Monitoring Well & MW-5 to 7 New Monitoring Well P Probe Location PW Probe Location with Ground- Water Sample Attempt P-13 GW-2 Area of Tank Excavation T4SW MW -6 P-11 (D ............................................................... 30 0 30 60 Scale in Feet (approximate) Notes: All locations approximate - Bldg features based on available drawings, observations, and information from owner Ref: SAB-024 probe well site map det.cdr I Z W I 2, D Lj U 0. CO a (D W W J CO) LL W 0 7 �� 95 LL W Z 0 : z �- W W 5. CO) 0 13 �- WW -0 z W : U = , i= 0 Z ® PW-4 Q PW -5 Concrete apron PW - 24 ® per -------------- EP-18Area P -23 I � t PW -3 I---------- ----- - - - --� P_7 SGW -3 irmh T1 W P -17 P W -22 O ¢ T23SW Gas /Dies p_2 T1SW- P-16 R ® MW -7 P P -8 GW-4 PW-1 Waste Oil Area R1 Q R P -10(m " South 124th St. d a' L Notes: All locations approximate - Bldg features based on available drawings, observations, and information from owner Ref: Refine Probes.ccir S P -lk 19 Ri P,;. -- R9 0 MW-5 P-25 x - ✓ GW -2 P -13 O 1,2N P-27 R2 MW -6 Based on free product being observed during the drilling of the well in 1996. I UST Excavation Spl. (1996) • GW -1 to 4 Previous Monitoring Well • MW -5 to 7 Recent Monitoring Well ® P Probe Location 2005 ® pW Probe Location with Ground -Water Sample Attempt 2005 p R Probe Location 2006 ® Site Observations and Sample Analyses Indicate Conditions Below CULs Site Observations and Sample Analyses Indicate Conditions Exceed CULs Estimated Remedial Action Area MW 0 Scale in Feet too (approximate) N Q P -26 I Q PW -28 G� �7 O �d O� l�7 y CrJ y own o � � � '� y H � O Dalton, Olmsted & Fuglevand,Inc. Enuironmonlal Consullanls BORING - DESCRIPTION OF SAMPLES & DATA Location R1 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Fl.): Ground Surface: Asphalt Driller. Dave Date Completed: 7110/06 Drill Type: AMS 9630 Power Probe Weather. sunny 75F Size/Type Casing: E -rod Hammer Type: SamplerT pe: 4' long x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length inches Time Sample Description R1 -2 grab 0-4 36 0830 0 -1.5 Moist, mot bwn, gravelly, silty, SAND 1.5 -2.5' 1.5 -4 Wet. Gry, silty, F SAND 4 -8 36 as above 6 -12 36 8-8.5 Concrete & Gravel 8.5 -12 Wet, bwn, PEAT } LABORATORY SAMPLES: R1 -2 for NWTPH -DX 4 Deplh(ft.), Moist, mottled brown, gravelly, silly, SAND I concrete fragments NOTE: The summary log Is an Interpretation based on samples, drill action, and Interpolation. Variations between what is shown and actual conditions should be anticipated. i t i Notes: Completed boring backfilied with granular bentonite and patched with asphalt cold- patch. Z f" 'F— W W W D JU UO W =. J H (0 LL WO LL Q: co)_ D �W Z F— Z O' 2 5. n Q U O F_ WW tL O I�11 Z: U� p _ O Z Swift Refine Probe Logs.xls R1 i Sheet 1 of 19 7124/2006 i I y I I i Moist, mottled brown, gravelly, silly, SAND I concrete fragments NOTE: The summary log Is an Interpretation based on samples, drill action, and Interpolation. Variations between what is shown and actual conditions should be anticipated. i t i Notes: Completed boring backfilied with granular bentonite and patched with asphalt cold- patch. Z f" 'F— W W W D JU UO W =. J H (0 LL WO LL Q: co)_ D �W Z F— Z O' 2 5. n Q U O F_ WW tL O I�11 Z: U� p _ O Z Swift Refine Probe Logs.xls R1 i Sheet 1 of 19 7124/2006 i Dalton, Olmsted & Fudevand, Inc. Environmental Consultants BORING - DESCRIPTION OF SAMPLES & DATA Location R2 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: Asphalt Driller. Dave Date Completed: 7/10/06 Drill Type: AMS 9630 Power Probe Weather. sunny 75F Size/Type Casing: E -rod Hammer Type: SamplerT pe: 4' Ion x 1 -1/4" dia. Core retained in an acrylic sleeve Spl,No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length inches Time Sample Description Depth(ft.) 04 36 0 -1.5 Moist, mot bwn, gravelly, silty, SAND Moist, mottled brown, gravelly, silly, SAND concrete fragments 1.5 -4 Wet. Gry, silty, F SAND R1 -4 grab 4 -8 36 0930 4 -7' as above with trace asphalt, gravel Wet, gray, silty, fine SAND 3.545 i 7 7 -8' concrete and gravel rubble Concrete / gravel 8 -12 12 8 -8.5 Concrete & Gravel Wet, brown, PEAT , 12 8.5 -12 Wet, bwn, PEAT (Bottom of Boring) I NOTE: The summary log is an I Interpretation based on samples, drill action, and interpolation. s Variations between what is shown and actual conditions should i I I ;n LABORATORY SAMPLES: R24 for NWTPH -DX x Depth(ft.) 0 SUMMARYLOG Moist, mottled brown, gravelly, silly, SAND concrete fragments 1.5 Wet, gray, silty, fine SAND i 7 Concrete / gravel 8.5 i Wet, brown, PEAT , 12 (Bottom of Boring) I NOTE: The summary log is an I Interpretation based on samples, drill action, and interpolation. s Variations between what is shown and actual conditions should i I I be anticipated. Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold- patch. Sheet 2 of 19 Swift Refine Probe Logs.xls R2 7/24/2006 e Z Z Q W W 30 0 C 0 J � CO LL W O 9:3 U_ Q N U = W Z �. E- O Z f" 20 U� OSO O H W W Z LL _O WZ U CO O Z Dalton, Olmsted & Fualevand, Inc. Enuirortntertlal Consultants BORING - DESCRIPTION OF SAMPLES & DATA Location R3 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (FQ: Ground Surface: Asphalt Driller. Dave Date Completed: 7/10/06 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Sizerr pe Casing: E -rod Hammer Type: Sampler T pe: 4' long x 1 -1/4" dia. Core retained in an acrylic sleeve Spl.No. Type sample saved Drill Action Spl Depth (Ft.) From -To I Spl length inches Time Sample Description 0 -4 30 0 -1.5 Moist, mot bwn, gravelly, silty, SAND 1,54 Wet. Gry, silty, F SAND 4 -8 36 as above with trace organics R3 -9 grab 8 -12 36 1000 8.9' as above with trace asphalt & gravel 8.5 -9' 9 -11' Wet, gry, silty SAND with brick fragments 11 -12' Wet, bwn, PEAT LABORATORY SAMPLES: R3 -9 for NWTPH -DX Depth(ft.) Moist, mottled brown, gravelly, silty, SAND concrete fragments Wet, gray, silty, fine SAND Wet, gray, silty, SAND, with brick fragments 1 Wet, brown, PEAT 2 (Bottom of Boring) NOTE: The summary log is an interpretation based on samples, drill action, and Interpolation. Variations between what is shown j and actual conditions should be anticipated. 1 j i i Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold- patch. Sheet 3 of 19 Swift Refine Probe Logs.xls R3 7/24/2006 Z Z JU UO CO) Q co W= J i.-- N U. W J LL Q' cf) Q = d F. W Z F— O Z F— W UJ fy � Q U O C Q E- W U W ~O Z. W F- _ Z Dalton, Olmsted & Fualevand, Inc. Ertuirownental Consultants i� t BORING - DESCRIPTION OF SAMPLES 8 DATA no recovery to 4' I stiffer drilling Wet, gray, silty, fine SAND shenn, fuel odor Wet, grey, gravely, silty, SAND Stained, asphalt -like Wet, gray, silty, SAND i NOTE: The summary log is an .: interpretation based on samples, drill action, and interpolation. Variations between what is shown and actual conditions should i be anticipated. I i i a i C Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold- patch. Swift Refine Probe Logs.xls R4 Sheet 4 of 19 7/24/2006 Location R4 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: Concrete slab Driller. Dave Date Completed: 7/10/06 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Size/Type Casing: E -rod Hammer Type: SamplerT pe: 4' long x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length inches Time Sample Description 0 -4 0 very soft, no recovery 114 -5 grab 4.8 30 1030 Wet, gry, silty, F SAND 4.5 -5.5 with sheen, fuel odor 8 -12 48 8 -11 as above grading to a gravelly,silty, SAND, stained 11 -12' wet, gry, silty, SAND LABORATORY SAMPLES: R4 -5 for NWTPH -DX Depth(ft.) Z Z W U UO Co C3. W =' J F— CO) LL. W O. U. N 0 = W f' _ Z �.. H O Z F_ 5 U 0. O CO) W 2 LL -O Z: U (0); Z Dalton, Olmsted & Fualevand, Inc. Enuironnie►ttal Consultants BORING - DESCRIPTION OF SAMPLES 8 DATA Location R5 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: Asphalt Driller. Dave Date Completed: 7/10/06 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Sizerrype Casing: E -rod Hammer Type: SamplerT pe: 4' long x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length Inches Time Sample Description 0 -4 36 Moist, mot gry-bwn, silty, SAND with some gravel 115 -5 grab 4 -8 30 1100 as above with sheen, fuel odor to 7' 4.5 -5.5 7 -8' wet, bik, gravelly, SAND, asphalt -like 8 -12 48 wet, gry, silty, SAND with gravelly interbeds Q 10 LABORATORY SAMPLES: Deplh(ft.) 0 l i f . , i 7 j +. 8 r, 12 i .. 1 i I R5.5 for NWTPH -DX RY LOG Moist to wet, mottled gray -brown, silty SAND Fuel odor /sheen from 4 -7 Wet, grey, gravely, silty, SAND Stained, as halt -like Wet, gray, silty, SAND gravelly interbed at 10' (Bottom of Boring) NOTE: The summary log is an Interpretation based on samples, drill action, and interpolation. Variations between what is shown and actual conditions should be anticipated. Notes: Completed boring backfilled with granular benlonile and patched with asphalt cold- patch. Swift Refine Probe Logs.xls R5 Sheet 5 of 19 7/24/2006 i Z Z. LLV J C) . 00 C 0; W = J F. CO) U_ W 0 LL Q U) _ d �W Z� F_ 0 W �p LU O C a F _ 2U H � IL Z W co H � 0 Z Dalton. Olmsted & Fuzlevand, Inc. Enuironnterttal Cortsliltartts BORING - DESCRIPTION OF SAMPLES & DATA Location R6 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: Asphalt Driller. Dave Dale Completed: 7110/06 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Size/Type Casing: E -rod Hammer Type: SamplerT pe: 4' Ion x 1 -114" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length inches Time Sample Description 0 -4 36 Moist, mot gry, gravelly, silty, SAND R6 -6 grab 4-8 36 1130 4 -5' as above 5 -7' wet, mot gry, silty, F SAND 5.5 -6.5' 7 -8' wet, bik, gravelly, SAND, asphalt -like 8 -12 48 8 -10' wet, gry, gravelly, SAND, slight sheen 10 -12' Wet, mot gry-bwn, silty SAND, with scattered organics LABORATORY SAMPLES: Depth(ft.) 0 5 8 10 12 R6 -6 for NWTPH -DX gtjmmARY l nn Moist, mottled gray, silty SAND Wet, mottled gray, silty, Fine SAND Wet, grey, gravely, SAND Stained, asphalt -like Wet, gray, gravelly. SAND slight sheen wet, mottled gray- brown, silty, SAND with scattered gravel, organics (Bottom of Boring) NOTE: The summary log is an I interpretation based on samples, I drill action, and interpolation. Variations between what is shown I and actual conditions should f be anticipated. i f Notes: Completed boring backfilled with granular bentonile and patched with asphalt cold-patch. Swift Refine Probe Logs.xls R6 Sheet 6 of 19 7/24/2006 i I i i Z Z. � W � U O Co D CO) LLJ J X. F-- CO) U. W O g J U_ Q U) W F- O Z F- W � Q U O � W W H LL O 111 Z UN H H. O Z Dalton, Olmsted -& Fuglevand,Inc. E tvironnienlal Consultants <t' j BORING - DESCRIPTION OF SAMPLES & DATA Location R7 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: Asphalt Driller: Dave Date Completed: 7/10/06 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Size/Type Casing: E -rod Hammer Type: Sampler T pe: 4' long x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spi length inches Time Sample Description 0 -4 0 no recove 117-6 grab 4-8 36 1145 4 -5' wet, dk lawn, organic silt 5 -7' wet, gry, silty, SAND w /sheen, oily 5.5 -6.5' 7 -8' damp, gry, gravelly, SAND, no odor 8 -12 48 8 -11' wet, mot gry, gravelly, silty, SAND 11 -12' Wet, concrete, gravel fill LABORATORY SAMPLES: R7 -6 for NWTPH -DX Deplh(ft.) no recovery I wet, dark brown, organic, SILT i Wet, gray, silty, SAND with oily sheen r Damp, gray, gravelly SAND i Wet, mottled gray, gravelly, silty, SAND I sli ht sheen concrerle/gravel fill NOTE: The summary log is an interpretation based on samples, drill action, and interpolation. Variations between what is shown and actual conditions should be anticipated. i ! i i Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold- patch. Sheet 7 of 19 Swift Refine Probe Logs.xls R7 7/24/2006 Z �Z W I 2 JU L) 0 U) 0 CID W, J CO) U_ W O J. U_ Q _ d �. W Z = H F- O Z �_ W �p U O_ ID H W H lL Z W U_N O ~: Z Dalton, Olmsted & Fulidevand, Inc. Ettuirortnietttal Cortsrtltants BORING - DESCRIPTION OF SAMPLES 8 DATA Location R8 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: Asphalt Driller. Dave Date Completed: 7/10106 Drill Type: AMS 9630 Power Probe Weather, sunny 75F Sizerr pe Casing: E -rod HammerT pe: SamplerT pe: 4' Ion x 1 -1/4" dia. Core retained In an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length Inches Time Sample Description I i 0-4 36 11. 0 -2' Damp, gry, gravelly, silty, SAND 1 . 24 wet, bwn, silty, F SAND w/ organic silt inlerbed 4 -8 48 4 -6' Wet, bwn silty, F SND 6 -8' Wet, mot gry, gravelly, silty, SAND w /brick frag R8 -11 grab 8 -12 48 1200 8 -9' as above 10.5 -11.5 9 -11.5' wet, gry, silty, SAND w/ sheen, fuel odor 11.5 -12' Damp, gry, gravelly, SAND LABORATORY SAMPLES: Deplh(ft.) 0 2 4 f I i t 11. 1 . R8 -11 for NWTPH -DX Q11MUeav r nn Damp, gray, gravelly, silty, SAND Wet, Brown, silty, Fine SAND with organic silt inlerbed Wet, mottled gray, gravelly, silty, SAND 8 Wet, mottled gray, gravelly, silty, SAND with brick fragments 9 Wet, gray, silty, SAND with sheen, fuel odor 5 Damp, gray, gravelly, SAND 2 (Bottom of Boring) NOTE: The summary log is an Interpretation based on samples, I drill action, and interpolation. Variations between what is shown and actual conditions should be anticipated. i Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold- patch. t Z l � Z lit 7 J U U CO) U J CO U. W q 9 J LL Q (1) d = W Z �. 0 ,Z H W W U O - D f— . w ill LL ._0 W Z. CO Z Swift Refine Probe Logs.xls R8 Sheet 8 of 19 7/24/2006 t . Dalton, Olmsted & Fuglevand, Inc. Environmental Consultants >i i BORING -DESCRIPTION OF SAMPLES & DATA Location R9 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: Asphalt Driller. Dave Date Completed: 7/10106 Drill Type: AMS 9630 Power Probe Weather. sunny 75F Size/Type Casing: E -rod Hammer Type: SamplerT pe: 4' long x 1 -1/4" dia. Core retained in an acrylic sleeve Spi.No. Type sample saved Drill Action Spl Depth (Ft.) From -To Spl length Inches Time Sample Description 0-4 24 0 -1.5' Damp, gry, gravelly, silty, SAND 1.5-4' wet, bwn, organic, silty, F SAND 4-8 48 4.6' Wet, bwn silty, F SAND w/ trace organics R9 -6 grab hard Q 6' 1230 6.8' Damp, gry, gravelly, SAND w /concrete 5.5 -6.5' hard 8 -12 24 Damp, gry, gravelly, SAND w /concrete LABORATORY SAMPLES: R9 -6 for NWTPH -DX, NWTPH- G /BTEX Deplh(ft.) Interpretation based on samples, ! drill action, and interpolation. Variations between what Is shown and actual conditions should be anticipated. j { Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold-patch. Sheet 9 of 19 Swift Refine Probe Logs.xls R9 7/24/2006 Z W . W Q JU U Cl) Q W = t_ LL WO LL y a W. F— O W W. D Q i0 CO) 2U LL O tll Z U CO) F- X. O Z Dalton, Olmsted & FtudevandInc. Environmental Consultants 9ORING . DESCRIPrION OF SAMPLES 8 DATA Location R10 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: Asphalt Driller. Dave Date Completed: 7/10106 Drill Type: AMS 9630 Power Probe Weather. sunny 75F Size/Type Casing: E -rod Hammer Type: SamplerT pe: 4' Ion x 1 -1/4" dia. Core retained in an acrylic sleeve Spl.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length Inches Time Sample Description 0 -4 24 0 -1' Damp, gry, gravelly, silty, SAND 14 wet, dk bwn, silty, SAND w /some organics 4 -8 48 4 -6' as above grading sandier R10 -6 grab hard @ 6' 1300 6 -8' wet, gry, F -M SAND w /silt interbeds 5.5 -6.5' hard 8 -12 48 as above to 8.5' 8.5 -10.5' wet. mot gry, gravelly, SAND w /trace silt 10.5 -11' concrete rubble 11 -12' wet, gry, silty, SAND w /peat @ base LABORATORY SAMPLES: R9 -6 for NWTPH -DX, NWTPH- G /BTEX Deplh(ft.) 0 SUMMARYLOG Damp, gray, gravelly, silty, SAND Wet, Dark brown, silty, SAND with some organics Wet, gray, Fine to medium SAND with silt inlerbeds Wet, mottled gray, gravelly. SAN with trace silt Concrete rubble Wet, gray, silty, SAND trace peat at base (Bottom of Boring) NOTE: The summary log is an 1 interpretation based on samples, drill action, and interpolation. Variations between what is shown and actual conditions should be anticipated. } i 1 Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold- patch. i z Z. �W D JU U O. UD J = H N LL Wa 1L Q N D Z CY, 1.. W Z F- 1- O Z H_ W 2 5 U Ifl, O N. � t- W W: U W `... W 0. Z UN z 4 Swift Refine Probe Logs.xis R10 Sheet 10 of 19 7/24/2006 r • Dalton, Olmsted & F Inc. Environmental Consultants BORING -DESCRIPTION OF SAMPLES 8 DATA Location R 1 1 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: Asphalt Driller. Dave Date Completed: 7/10106 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Slzelf pe Casing: E -rod HammerT pe: SamplerT pe: 4' Ion x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To SpI length inches Time Sample Description 04 30 0 -1.5' Damp, gry, gravelly, silty, SAND 1 -4' wet, dk bwn, silty, F SAND w /some organics 4 -8 48 4 -6' as above R11 -6 grab 1330 6 -7.5' wet, mot gry, gravelly, SAND w /some silt 5.5 -6.5' 7.5 -8' wet, blk, gravelly, SAND, asphalt -like, no odor 8 -12 36 as above to 9' 9 -12' Wet, gry, silty, SAND LABORATORY SAMPLES: R11 -6 for NWTPH -DX, NWTPH- G /BTEX 1 Depth(ft.) NOTE: The summary log is an i Interpretation based on samples, I drill action, and interpolation. . Variations between what is shown and actual conditions should be anticipated. i Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold- patch. Swift Refine Probe Logs.xls R11 Sheet 11 of 19 7/24/2006 Z W. UO N 0. CQ LL WO LL a. = d W z F— O- z h_ W LU U D. O� (3H W lU. !L w 5 C F 3:: O Z Dalton, Olmsted & Fuclevand, Inc. Environmental CortsnllaWs i BORING -DESCRIPTION OF SAMPLES & DATA Y s r t bUMMAKYLUU Damp, brown, gravelly, silty, SAND Fuel odor from 34 Wet, gray, silty, Fine SAND Wet, mottled gray, gravelly, silty, SAND { NOTE: The summary log is an Interpretation based on samples, drill action, and interpolation. Variations between what is shown 1 and actual conditions should be anticipated. i. i i Notes: Completed boring backfilled with granular bentonite and patched with concrete. Swift Refine Probe Logs.xls R12 Sheet 12 of 19 7/24/2006 Location R12 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: 7" concrete slab Driller. Dave Date Completed: 7/10/06 Drill Type: AMS 9630 Power Probe Weather. sunny 75F She/Type Casing: E -rod Hammer Type: SamplerT pe: 4' Ion x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length Inches Time Sample Description R12 -4 grab 0 -4 30 1400 14 Damp, bwn, gravelly, silty, SAND 34' 34 wet, gry, silty, F SAND w /fuel odor 4 -8 36 4 -7' as above, no odor 7 -8' Wet, mot gry, gravelly, silty, SAND 8 -12 48 as above LABORATORY SAMPLES: R12-4 for NWTPH -DX Depth(h.) Z 3: D J U. UO moo. W = CO LL W O J. LL j. CO) d = W Z F.. 1- O Z F-- W 5 U� O W O F— W F— t- O W Z C O Z Dalton, Olmsted & Fuelevand, Inc. Environmental Consultants BORING - DESCRIPTION OF SAMPLES & DATA c R13 -5 for NWTPH-DX, NWTPH -GBTEX SrrMMe RV I nra Damp, brown, gravelly, silty, SAND Fuel odor from 4 -6' Wet, gray, silty, SAND Wet, mottled gray, gravelly, silty. SAND trace brick Wet, gray, fine sandy, SILT with trace organics (Bottom of Boring) NOTE: The summary log is an Interpretation based on samples, drill action, and Interpolation. ! Variations between what is shown and actual conditions should be anticipated. Location R13 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: 7" concrete slab Driller. Dave Date Completed: 7110106 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Size/Type Casing: E -rod Hammer Type: SamplerT pe: 4' Ion x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length Inches Time Sample Description 0 -4 30 Damp, town, gravelly, silty, SAND R13 -5 grab 4 -8 30 1415 4 -6' as above, fuel odor 4.5 -5.5' 6 -8' Wet, mot gry, gravelly, silty, SAND 8 -12 36 8 -11' Wet, mot gry, gravelly, silty SAND w /brick 11 -12' wet, gry, F sandy, SILT w /organics LABORATORY SAMPLES: Depth(ft.) 0 Notes: Completed boring backfilled with granular bentonite and patched with concrete cold- patch. I Z W_ Q �7! 3U U0 CO W U CO) W O 2 r LL � CO a = W Z �. F- 0 Z H. W U� O CO, 43 _H W H LL W Z U CO), O Z Dalton. Olmsted & Fuglevand. Inc. Environmental Consultants BORING - DESCRIPTION OF SAMPLES 8 DATA Location R14 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: 7" concrete slab Driller. Dave Date Completed: 7110/06 Drill Type: AMS 9630 Power Probe Weather. sunny 75F Size/Type Casing: E -rod Hammer Type: Sampler Type: 4' long x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length Inches Time Sample Description v soft 0-4 24 moist to wet, mot bwn -gry, F -M SAND v soft 4 -8 0 no recove R14-8 grab v soft 8 -12 24 1430 wet, gry, F sandy, SILT 8 -9' LABORATORY SAMPLES: R14-8 for NWTPH -DX 4 Depth(ft.) )UMMAKTLVU Damp, brown, gravelly, silty, SAND NOTE: The summary log is an Interpretation based on samples, drill action, and interpolation. Variations between what is shown ! and actual conditions should be anticipated. 1 i Notes: Completed boring backfilled with granular bentonite and patched with concrete cold - patch. Swift Refine Probe Logs.xls R14 Sheet 14 of 19 7/24/2006 Z 2 f iH z fJ l =Y JU UO CO LU J = F- CO U_ W O U _ CY = W Z �,.. F- O Z 1-- U 0 00 � f— =W F- U LL O Z O 1.. Z Dalton, Olmsted & Fuglevand, Inc. Environmental Consultants BORING -DESCRIPTION OF SAMPLES & DATA Location R15 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: 7" concrete slab Driller. Dave Date Completed: 7/10/06 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Size/Type Casing: E -rod Hammer Type: Sampler Type: 4' Ion x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From -To Spl length I Inches Time Sample Description 0 -4 24 1 -2' moist, lawn, F -M SAND 24 Wet, mot bwn, silty, F SAND w /asphalt frags 4 -8 36 4 -7' wet, gry, F sandy, SILT R15-8 grab 1500 7 -8' wet, gry, SAND w /some slit trace gravel 7 -8' oil odor, trace sheen 8 -12 36 8 -11.5' as above, no odor or sheen 11.5 -12 wet, blk, gravelly, SAND, asphalt - like,no odor LABORATORY SAMPLES: R15-8 for NWTPH -DX Depth(ft.) 0 SUMMARYLOG Moist, brown, fine to medium SAND 2 Wet, mottled brown, silly, Fine SAND with asphalt fragments 4 wet, gray, fine sandy, SILT 7 oily odor, sheen Q 7 -8' Wet, gray, SAND, with some gravel, trace silt 11.5 wet, black, gravelly, SAND, asphalt -like, no odor 12' (Bottom of Boring) NOTE: The summary log is an Interpretation based on samples, drill action, and interpolation. Variations between what is shown and actual conditions should be anticipated. Notes: Completed boring backfilled with granular bentonile and patched with concrete cold- patch. Z H W Q � W D, UO (/)D Co W = J F— U W O lL 4 co = a �W Z H F— O Z F— 5 U� 'O iD F•— W W; U tL O 111 Z U =, O Z f Swift Refine Probe Logs.xls R15 Sheet 15 of 19 7/24/2006 Dalton, Olmsted & Fuelevand. Inc. Enuironmentol Consultants BORING • DESCRIPTION OF SAMPLES & DATA Location R16 SWIFT Field Rep: DG Cooper Location: Drilling Co: Holt Elevation (Ft.): Ground Surface: asphalt Driller. Dave Date Completed: 7/10/06 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Size/Type Casing: E -rod Hammer Type: SamplerT pe: 4' long x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length inches Time Sample Description 04 48 damp to wet, mot bwn, gravelly, silty, SAND geotextile @ 2' 4 -8 36 4 -7 sat, mottled gry, sandy, GRAVEL, asphalt -like @ 7' R16 -7 grab 1530 7 -7.5' wet, gry, gravelly, silty, SAND, fuel odor 6.5 -7.5' 7.5 -8 wet, mot gry, silty, F SAND, no odor LABORATORY SAMPLES: R16 -7 for NWTPH -DX, NWTPH-G/BTEX Depth(ft.) 0 SUMMARYLOG i Ddamp to wet, mottled brown, silty, SAND geolextile @ 2' Saturated, mottled gray, sandy, GRAVEL 7 asphalt-like wet, gray, gravelly, silly, SAND i fuel odor wet, mottled gray, silty, F SAND I (Bottom of Boring) NOTE: The summary log Is an " Interpretation based on samples, drill action, and interpolation. Variations between what is shown i and actual conditions should be anticipated. i i 1 l i Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold-patch. Swift Refine Probe Logs.xls R16 Sheet 16 of 19 7/24/2006 Z QQ S Z �W Q om. JU UO Co 0 J = H U) LL . W 0 . U. Q co = W I— _' F— O Z U O c�. � F— WW H W O Z U= O h— Z Dalton, Olmsted & P'uglevand, Inc, Environmental Consultants 90RING - DESCRIPTION OF SAMPLES 8 DATA Location R17 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: asphalt Driller. Dave Date Completed: 7/10/06 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Size/Type Casing: E -rod Hammer Type: SamplerT pe: 4' long x 1 -1/4" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length inches Time Sample Description 0 -4 36 wet, mot gry-bwn, gravelly, silty, SAND 4 -8 36 4 -7' wet, bwn, F sandy, SILT, w /trace organics R17 -7 grab 1600 7 -8' wet, gry, silty, F SAND 6.5.7.5' LABORATORY SAMPLES: R17 -7 for NWTPH -DX, NWTPH- G /BTEX � Depth(ft.) 0 SUMMARYLOG i I Wet, mottled gray - brown, gravelly, silty, SAND 3.5 Wet, brown, fine sandy, SILT with trace organics i 1 . Wet, gray, silly, Fine SAND 8 (Bottom of Boring) f NOTE: The summary log Is an Interpretation based on samples, drill action, and interpolation. Variations between what is shown and actual conditions should be anticipated, I I i Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold- patch. Sheet 17 of 19 Swift Refine Probe Logs.xls R17 7/24/2006 Z Imo. -�— Z' a ,W W � J U' UO Cj) C3 . w= J � U) U_ WO J . U. N d = W Ir- _ h- O z F— W W U� O co O H WW lt. O W U= O H Z ' Dalton. Olmsted & Fuelevand, Inc. Environmental ConsullaWs RARINR . nPlZrRIPrION AF PAMPLFS R DATA Location R18 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: asphalt Driller. Dave Date Completed: 7/10106 Drill Type: AMS 9630 Power Probe Weather. sunny 75F Size/Type Casing: E -rod Hammer Type: Sampler T pe: 4' long x 1 -1/4" dia. Core retained in an acrylic sleeve Spl.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spl length inches Time Sample Description 0 -4 36 0 -2' moist, mot gry-bwn, gravelly, silty, SAND 2-4' wet, bwn, silty, F SAND w /trace organics 4-8 36 4 -7' as above R18 -7 grab 1630 7 -8' wet, mot gry-blk, gravelly silty, SAND w /asphalt, brick 6.5 -7.5' LABORATORY SAMPLES: R18 -7 for NWTPH -DX Depth(ft.) ,UMMAK7 LUU Wet, mottled gray - brown, gravelly, silly, SAND I Wet, brown, silty, Fine SAND with trace organics Wet, mottled gray- black, gravelly, silly, SAND with brick and asphalt fragments i of Boring) Thn summary Ion is an Interpretation based on samples, drill action, and interpolation. Variations between what is shown and actual conditions should be anticipated. Notes: Completed boring backfilled with granular bentonite and patched with asphalt cold- patch. Sheet 18 of 19 Swift Refine Probe Logs.xls R18 7/24/2006 Z Z � W JU U O CO C3 W= J 1... N U_ W O LL< Co _ d f_ W Z H, F— O Z �: U� O co � H =U LL ~: —O ..Z W U Co. H- _ O Z Dalton, Olmsted -& Fuelevund, Inc, Enuirortmenlal Consultants c BORING - DESCRIPTION OF SAMPLES 8 DATA Location R19 SWIFT Field Rep: DG Cooper Location: Drilling Co.: Holt Elevation (Ft.): Ground Surface: asphalt Driller. Dave Date Completed: 7/10/06 Drill Type: AMS 9630 Power Probe Weather: sunny 75F Size/Type Casing: E -rod Hammer Type: Sampler T pe: 4' long x 1 -114" dia. Core retained in an acrylic sleeve SpI.No. Type sample saved Drill Action Spl Depth (Ft.) From - To Spi length inches Time Sample Description 0 -4 48 0.3' moist, mot gry-bwn, gravelly, silty, SAND 3 -3.5' wet, bwn, fiberous organics w /gravel 3.54' wet. Bwn, silty, F SAND w /root casts 4 -8 48 4 -5' as above R19-6 grab 1700 5 -8' wet, mot gry, gravelly, silly, SAND fill 5.5 -6.6' LABORATORY SAMPLES: R19 -6 for NWTPH -DX, NWTPH- G /BTEX Depth(ft.) 0 SUMMARY LOG Notes: Completed boring backfilied with granular benlonite and patched with asphalt cold- patch. # Wet, mottled gray - brown, gravelly, silty, SAND r 3 wet, brown fiberous organics with some gravel 3.5 Wet, brown silly, Fine SAND with root casts i. 5 i . ! wet, mottled gray, gravelly, silty, SAND (Fill) i 8 j (Bottom of Boring) NOTE: The summary log is an Interpretation based on samples, drill action, and interpolation. Variations between what is shown I and actual conditions should ( be anticipated. i i i i I Sheet 19 of 19 Swift Refine Probe Logs.xls R19 7/24/2006 Z M W 2 0 0 co W = J H CQ LL' W O U_ Q U = d f.. W, Z = F- (H O Z IF—' W Do U 'O co 0 H W W: H U 6 Z. Lll H O Z Remediation Plan Former Swift Transportation Site 3600 S. 124th St., Tukwila, WA 7 Prepared for: Sabey Corporation ft- fte ��� CO � '01% RECMVED �E8 C ITY of TUlcwnta► JUL - 7 2005 PERMIT CENTER �Z. �s Ct7� � JJs Dalton, Olmsted & Fuglevand, Inc Environmental Consultants Draft: June 24, 2005 D05.233 z ;f- Z � LU U; U O Cl) W = N U-. W O LL Q CY W 1 H O w ~ ' LIJ � o' o W W,, - O: z U C0 z Remediation Plan Former Swift Transportation Site 3600 S. 124" St., Tukwila, WA DRAFT: 6 -24 -05 INTRODUCTION This plan presents a suggested remedial approach to cleanup petroleum hydrocarbons (diesel and heavy -oil range hydrocarbons) in soil at the former Swift Transportation site located at 3600 S. 124 "' St., Tukwila, Washington (Figure 1). The final approach should include input from the selected remedial contractor. An environmental site assessment prepared by Dalton, Olmsted & Fuglevand, Inc. (DOF) for Sabey Corporation discovered that releases of petroleum hydrocarbons had occurred in three areas of the site (Figure 3) including: • Waste Oil Area — located on the south side of the shop building where a 2,000 gallon underground storage tank (UST) containing waste oil was removed in 1995. • Gas/Diesel Area — located on the north side of the shop building where a diesel (10,000 gallon) and gasoline /diesel (4,000 /5,000 gallon) USTs were removed in 1995. • P -18 Area —located approximately 140 feet north of the shop building just south of the concrete apron next to the terminal building. The source of the petroleum hydrocarbon contamination is not known. SUBSURFACE CONDITIONS The project site is located on the west side of the Duwamish Valley, approximately one half mile from the Duwamish River (Figure 1). Shallow soils in the valley include fills, alluvial (river) deposits and peat. Geologic logs of soil probes and monitoring wells indicate that approximately 4.5 feet to 14 feet of fill overlies peat deposits beneath the site. The fill deposits are variable in nature. On the western portion of the site the fills generally consist of brown, very silty to silty fine to coarse sand with some gravel. At some locations the sand is mixed with clayey silt. On the eastern portion of the site, the fills appear to generally consist of variable mixtures of brown to gray, fine to coarse sandy, clayey silt and gravelly fine to coarse sand. Wood, brick and concrete fragments were encountered in several explorations. During the UST removals (by others) in November 1995, excavation water levels were s reported to be approximately five feet below existing grade. In March 2003, water levels j were reported to be range between one and three feet below ground surface in monitoring z b iz w �2 JU UO N C0 W J H CO LL w U _ c �. = a �w E O w �_ �5 U 0: O ! .0 I-: wW LL O. .z . w U CO) O z Dalton, Olmsted & Fuglevnnd, Inc. Remediation Plan — Former Swift Transportation Site Page 3 Draft: June 24, 2005 wells. In February 2005, during DOF site explorations, water levels ranged between approximately 1.4 feet (GW -3) to 4.1 feet (MW -5). CLEANUP LEVELS (CULs) In Washington State, soil cleanup levels (CULs) are contained in the Model Toxics Control Act or MTCA (Chapter 173 - 340 -WAC). Method A CULs for petroleum hydrocarbons are listed below: Table 1 - Petroleum Hydrocarbon CULs Diesel Range Organics 2,000 mg/kg Heavy -Oil Range Organics 2,000 mg/kg Gasoline -Range Organics w/o benzene, and toluene, ethylbenzene and xylene less than 1% of mixture. 100 mg/kg Other Gasoline Mixtures 30 mg/kg Benzene 0.03 mg/kg Toluene 7 mg/kg Ethylbenzene 6 mg/kg Xylene 9 mg/kg Diesel and Heavy -Oil Range Organics. The cleanup level (Method A) for diesel and heavy -oil range hydrocarbons is 2,000 mg/kg (Table740 -1— 173 - 340 -900 WAC). The CUL is applied on an individual or combined basis. Gasoline Range Organics. When the ESA was completed, the available historical information indicated that the USTs contained diesel or waste oil. After the sampling was completed, it was discovered that UST No. 3, formerly located near the northeast corner of the shop building, may also have contained gasoline. Hydrocarbon identification analyses completed for probe soil samples in the UST No. 3 area did not detect gasoline range hydrocarbons, however, cleanup levels for gasoline range hydrocarbons are listed above in case they are detected during the remedial work. DESCRIPTION OF REMEDIAL AREAS AND POSSIBLE SOIL VOLUMES The following section describes the three remedial areas. Probe /monitoring well locations are shown on Figures 2 and 3. Soil quality data is summarized in attached Table 2. Probe and well logs are presented in Attachment A. The locations where soil analyses exceeded CULs are shown on Figure 3. Geologic sections illustrating the subsurface conditions are shown on Figures 4 to 6. Section locations are shown on Figure 3. Z Z W JU 0 U) 0 J = H CO) LL WO 2� LL co = a. �.. W Z 1 =. H O Z U Uj O N � H W W LL z O~ Z Dalton, Olmsted & Fuglevand, Inc. Remediation Plan — Former Swift Transportation Site Page 4 Draft: June 24, 2005 Waste Oil Area. This area is located south of the shop building at the location of a former waste oil UST (Figure 3). A soil sample obtained from a depth of 9 feet in the former UST excavation had a TPH concentration of 8,800 mg/kg (P -12), see Figure 4. A sidewall (south wall) sample collected in 1995 from a depth of 4 feet had a TPH concentration of 5,200 mg/kg. At probe P -11, located approximately 25 feet south of the UST excavation had a TPH concentration of 7,610 mg/kg. A portion of the waste oil area is located beneath the southwest corner of the shop building where free product was detected in the past in monitoring well GW -4. Probe P -12 in the former UST excavation encountered fill soils described as brown to gray, silty to slightly silty fine to coarse sand with gravel to a depth of 11 feet. Probe P- 11 encountered fill soils consisting of brown to gray, clayey silt mixed with silty, fine to coarse sand. Soils were wet below a depth of 1 foot and a petroleum odor was detected below a depth of approximately 4 feet. A water level of 1.6 feet below ground surface was measured in monitoring well MW -6 on February 28, 2005. The extent of soil that exceeds CULs in this area can only be approximated with the available data. For estimating purposes, it was assumed that CULs were exceeded in an area 90 feet long by 45 feet wide (Figure 3) and that excavation would need to be completed to depths of between 5 feet and 9 feet. Using these assumptions, soil volumes of between 650 cubic yards (cy) and 1,400 cy would need to be removed from the site. Gas/Diesel Area. This area is located on the northeast side of the shop building near the former location of a UST that contained diesel and perhaps gasoline (Figure 3). It is also located below a fuel pump and the former location of an above ground fuel tank. A soil sample from a depth of 2 feet at P -15 had a TPH concentration of 7,300 mg/kg, see Figure 5. A sidewall sample (east wall) collected in 1995 from a depth of 5 feet had a TPH concentration of 2,000 mg/kg. Samples obtained from probes P -19 and P -21 located to the east had TPH concentrations of between 4,600 mg/kg to 5,400 mg/kg from depths of 6 feet to 8 feet. The probes encountered fill soils described as a brown to gray mixture of fine to coarse sandy, clayey silt and gravelly fine to coarse sand with brick fragments. They were wet below a depth of about 3 feet. A water level of 4.1 feet was measured in monitoring well MW -5 on February 28, 2005. The extent of soil that exceeds CULs in this area can only be approximated with the available data. For estimating purposes, it was assumed that CULs were exceeded in an area 130 feet long by 70 feet wide (Figure 3) and that excavation would need to be completed to.depths of between 6 feet and 9 feet. Using these assumptions, soil volumes of between 1,000 cubic yards (cy) and 3,000 cy would need to be removed from the site. Area P -18. Area P -18 is located just south of the concrete apron on the south side of the Terminal Building. Analysis of a soil sample obtained from a depth of 1 to 2 feet had a z ;3: z �w D UO ND Co Uj U. w LL? Co = w I-- O z l— LU �5 U� O M. o F- w s -O w z Co O z Dalton, Olmsted & Fuglevand, Inc. Remediation Plan — Former Swift Transportation Site Page 5 Draft: June 24, 2005 diesel range organic concentration of 1,400 mg/kg and a heavy -oil range organic concentration of 9,100 mg/kg (combined TPH concentration of 10,500 mg/kg), see Figure 6. A soil sample obtained from a depth of 8 to 9 feet had a TPH concentration of 1,250 mg/kg (below CULs). The P -18 soil probe encountered a brown to gray mixture of fine to coarse sandy, clayey silt and gravelly fine to coarse sand to a depth of approximately 9 feet. Brown, granular peat was encountered below 9 feet. The soils were wet below a depth of 3 feet. Petroleum odors were observed. The horizontal and vertical extent of soil that exceeds CULs cannot be determined with the available data. For estimating purposes, it was assumed that CULs were exceeded in an area 80 feet long by 50 feet wide (Figure 3) and that excavation would need to be completed to depths of between 3 feet and 6 feet. Using these assumptions, soil volumes of between 450 cubic yards (cy) and 900 cy would need to be removed from the site. SUGGESTED APPROACH TO SOIL REMEDIATION The following sections describe a possible approach to site remediation. However, the final approach should be at the discretion of the selected contractor with the approval of Sabey and DOR Health and Safety Plan. Prior to the start of the remediation, the contractor should prepare and submit to Sabey a health and safety plan that will be followed as part of the remedial work. The contractor should certify that the workers on the site have had the appropriate health and safety training. Demolition. Prior to the start of excavation, the shop building and floor slab will be demolished and removed from the site. The building and floor slab are pile supported and remedial excavation within the building footprint will likely require some excavation between piles. Locate Utilities. Prior to excavation, utilities should be located by the contractor and provision made to protect or abandon any buried utility lines, pipes, etc. Excavation. The general remediation areas should be marked in the field and paving removed from the targeted remedial areas. Excavation should proceed outward from the probe locations. Observations will be made of the soils removed from the excavation for indications of petroleum hydrocarbon contamination (odor, soil color, sheens). Soil samples will be periodically obtained for laboratory analysis from excavation sidewalls and bottom to further guide the extent of excavation. If appropriate, these samples will be analyzed on a rapid turn -a -round basis. Z Z �w w .� U UO Cl) C0 LLJ J = N V) L w U - to = �. w Z zo w U ON off wW F- -O ui Z U =' O F- Z Dalton, Olmsted & Fuglevand, Inc. Remediation Plan — Former Swift Transportation Site Page 6 Draft: June 24, 2005 Obviously contaminated soils should be directly loaded into trucks for disposal or into a lined stockpile. If uncontaminated soils are encountered that would be suitable for use as backfill, these soils should be placed in a separate lined stockpile. Any stockpile soils will need to be covered at the end of a work day. Z The contractor should work with geologists from DOF with respect to determining the Z extent of excavation and sampling. Some delay between excavation and backfilling may �w occur because of laboratory turn- around. Any disruption in work flow will be minimized U UO with close coordination between the contractor and consultant. to C co W J = Handling of Water and Free Product. It is anticipated that ground water will be CO encountered in the excavations. Any separate phase product that enters the excavation W O should be removed using a Vac Truck or other suitable means. Contaminated ground �a water should be pumped to a temporary storage tank for treatment and/or proper disposal. LL co a Excavation should be staged to minimize the amount of water that needs to be pumped Z X from the excavation and disposed off -site. This might be accomplished by excavating ~ O portions of remedial areas and backfilling the excavations in a timely manner. The w ~ contractor should provide an approach to deal with this issue. o • U ON Disposal of Contaminated Materials. Contaminated soil and water will need to be disposed off -site. Soil could be transported to TPS in Tacoma for thermal treatment or to v a municipal landfill. The contractor should provide a unit cost for each of these u_ alternatives. iw Z co Contaminated ground water will need to be transported off -site to a treatment facility. z The treatment facility and unit cost of disposal should be identified by the contractor. The contractor should provide Sabey with trip tickets, manifests and/or disposal certificates. These will be included with the remedial report that is submitted to the Washington State Department of Ecology. Backfilling. In the event that clean on -site soils cannot be used for backfill, a clean pit - run sand and gravel should be used. The backfill should be placed in specified lifts (likely 2 -foot or less), compacted to a density specified by the geotechnical engineer. An alternate to compacted backfill would be to use crushed rock that could be placed without compaction. This would allow rapid backfilling to minimize ground water issues related to the backfill process. Some residual petroleum hydrocarbons will likely remain in soil and ground water after work described in this remedial plan is completed. Petroleum hydrocarbons degrade readily under aerobic conditions. Oxygen release compound (ORC) is a substance that can be added to backfill that will be placed below the water table to promote aerobic Dalton, Olmsted & Fuglevand, Inc. Remedintion Plan — Former Swift Transportation Site Page 7 Draft: June 24, 2005 conditions and degradation of petroleum hydrocarbons. This alternative is currently being evaluated. Attachment A — Probe and Well Logs Z Z �w UO M C0 W J = C0 U. w 0 I_j U_ j. l ,_w Z �_0 Z W U o� wW O Z U =. O Z Reporting. After the remedial excavation work is completed, a remedial report will be prepared and submitted to Ecology. It is anticipated that Sabey will request a No Further Action designation for the site as part of Ecology's Voluntary Cleanup Program (VCP). 4 : This report will serve to support this request. 1 RECOMMENDATION FOR ADDITIONAL TESTING It is recommended that approximately seven test pits be excavated at the locations shown on Figure 7 to further define the extent of contaminated soils. The test pits should be observed and logged by a geologist of DOF. If possible, a representative of the selected contractor should be present during the excavation to directly observe the soil conditions. t The purpose of the test pits is as follows: • Provide information on sidewall stability and rate of ground water inflow; • Provide a means to collect soil samples for chemical analysis of petroleum hydrocarbons. Approximately 3 samples would be analyzed from each pit in an attempt to delineate the pattern of petroleum hydrocarbon contamination in each j of the remedial areas. Depending on the results, the sample analyses will be used as part of the confirmation soil analyses. i These data would be used to refine the remedial plan. ATTACHMENTS Table 2 — Summary of Soil Quality Data Figure 1 — Vicinity Map Figure 2 — Site Plan Detail — Maintenance Building Area Figure 3 — Locations that Exceed Petroleum Hydrocarbon Cleanup Level in Soil Figure 4 — Section A -A' and B -B' Figure 5 — Section A -A' and C -C' Figure 6 — Section A -A' and D -D' Figure 7 — Proposed Test Pit Locations Attachment A — Probe and Well Logs Z Z �w UO M C0 W J = C0 U. w 0 I_j U_ j. l ,_w Z �_0 Z W U o� wW O Z U =. O Z t Dalton, Olmsted & Fuglevand, Inc. Remediation Plan — Former Swift Transportation Site Page 8 Draft: June 24, 2005 TABLE 2 - Summary of Soil Quality Data Swift Trucking Site 3600 S. 124th St., Tukwila, WA Location Spl. Depth Petroleum Hydrocarbons (feet) Diesel Motor Oil HC -ID (mg/k (mg/k PCB Aroclors Total PCBs Metals 1016 1242 1248 1254 1260 1221 1232 Arsenic Cadmium Chromium Lead Mercury Zinc u /k u /k u /k u /k u /k u /k u /k u /k (mg/k m (mg/k (Mg/k (mg/k m /k T1SW 4.5 <25 <50 T1EW 4.5 55 <50 T23SW 5 2000 <50 - T4SW 4 3400 1800 - PW1 2 -3 5.7 18 DRO /RRO <36 <36 <36 <36 1 <36 <36 <36 <36 <5 <0.2 21.6 2 <0.04 31.7 P2 9 9.3 73 DRO /MO <36 <36 <36 <36 <36 <36 <36 <36 <6 <0.2 28.4 <2 <0.05 32.8 PW3 8 -10 51 300 DIESEUMO <37 <37 <37 <37 <37 <37 <37 <37 5 <0.2 33.1 3 <0.05 34 PW4 0.5 -1 27 300 DRO /MO <36 <36 <36 <36 <36 <36 <36 <36 <5 <0.2 30.5 3 <0.05 44.2 PW5 7 -8 <54 480 - <36 <36 <36 <36 <36 <36 <36 <36 <6 <0.2 37.2 18 <0.06 42.6 P7 5 <5.5 25 RRO <36 <36 <36 <36 <36 <36 <36 <36 <5 <0.2 26.8 2 <0.05 36.6 P9 6 <6.2 22 RRO <42 <42 <42 <42 1 <42 <42 1 <42 <42 <6 <0.2 31.4 2 <0.05 32.3 P11 4 510 7100 DRO /MO <38 <38 <38 <38 1 <38 <38 <38 <38 <6 <0.2 26.2 18 <0.05 45.8 P12 8 -10 7000 1800 DIESEUMO <38 <38 <38 130 1 <38 <38 <38 130 <6 <0.2 15.4 4 <0.06 43.1 P13 1 -3 96 860 DRO /MO <38 <38 <38 <38 <38 <38 <38 <38 <10 <0.5 20 14 <0.05 249 P14 5 -6 85 440 DIESEUMO <41 <41 <41 310 <41 <41 <41 310 <6 <0.2 22.1 7 0.04 38.2 P15 1 -2 7100 250 DIESEURR <40 <40 <40 <40 <40 <40 <40 <40 <6 <0.3 25 11 <0.05 38.5 P15 10 -11 72 130 DRO /RRO <39 <39 <39 <39 <39 <39 <39 <39 <10 <0.5 24 9 <0.05 57 P16 7 -9 710 980 DIESEUMO <460 <460 <460 <460 7460 <460 <460 <460 <6 <0.2 17.1 8 <0.06 48.7 P17 2 -4 15 130 DRO /RRO <46 <46 <46 <46 <46 <46 <46 <46 11 <0.3 17.9 11 <0.07 29.1 P18 1 -2 1400 9100 /MO <110 <110 <110 <110 <110 <110 <110 <110 <6 <0.2 28.5 3 <0.04 33.9 P18 8 -9 250 1000 /MO <60 <60 <60 <120 450 <60 <60 450 <6 <0.2 17.1 9 <0.06 39.3 P19 7 -9 3600 1000 EUMO PDRO/MO <41 <41 <41 <41 <41 <41 <41 <41 <6 <0.2 54.6 11 <0.05 34.5 P20 6 -7 28 90 <41 <41 <41 <41 <41 <41 <41 <41 8 <0.2 15.3 7 <0.05 51.2 P21 5 -7 500 4900 /MO <39 <39 <39 <39 <39 <39 <39 <39 30 1.2 630 166 <0.04 251 PW22 4 -6 210 33 EUMO <41 99 <41 <41 <41 <41 <41 99 <6 <0.2 32.6 12 <0.06 62.8 P23 8 -10 36 300 DRO /MO <42 <42 <42 56 42 <42 <42 98 <6 <0.3 28.1 24 <0.05 54.3 PW24 4 -6 52 300 DRO /MO <42 <42 <42 <42 <42 <42 <42 <42 7 0.7 23.7 91 0.08 109 P25 4 -6 18 120 DRO /MO <39 <39 <39 47 <39 <39 <39 47 <6 <0.2 22.3 8 <0.05 45.5 P26 3 -4 14 86 DRO /MO <38 <38 <38 <38 738 <38 <38 <38 <6 <0.2 25.5 14 <0.05 78.1 P27 4 -6 10 31 DRO /RRO <41 <41 <41 98 56 1 <41 1 <41 154 7 <0.2 27.3 5 <0.05 44.4 PW28 1 3-4 1 146 DIESEUMOJ <41 <41 <41 <41 <41 <41 <41 <41 <5 70.2 26.9 16 70.05 51.3 Cleanup Level 2000 2000 - na na na na na na na 9000 20 2 2000(a 250 2 24000 Method A A -- - - - - ---_ _--- -- A A A A A A B Background -- - - - - - - - - - - 20 1 48 24 0.07 85 Notes: Diesel quantificaiton range C12 to C24 Motor Oil quantification range C24 to C38. DRO /RRO indicates results of analyses or additional hydrocarbons in samples are not identifiable. (a) as Chromium III Dalton, Olmsted Fuglevand, Inc. Page 1 of 1 (PH 2 ESA Soil Quality Tbl 2.xls- Sheet1) s•,r:- ,;� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • ........................................................... ............................... GW -3 P-7 ' P -17 UST #1 m o ' T1 EW U) Area of Tank Excavation CL o ' UST #3 UST #2 Prev. 4,000/5000 gal Exist Scale House ' Gasoline/Diesel UST ' T1SW \ P -16 Exist Scale Pit Prev. 10,000 gW P -9 Die UST _ Exist Dispenser GW -1 T2 S3T2 W ' rn h c p.15 P-19 C Q C , ® N_ U) 0 CD ti 9 E Sump .. ; ® P -8 m 12 m o to (to Sen. S ewer) ' O ' U V O N O m Sand -Oil St mp ' C rn Lube Ro rn H ? ' El o ................� P -14 sump and c. To ® San. Sewer ' A ❑ P Gmuted end ' ndoned ' Waste Og S pi and Ina ' b Waste OI J ST ❑ ...... ' Sump „4 ' GW (to San. ewer) Exist Waste Oil ' ' AST Praviow ,000 13,000 ga1bn Wasta OI UST P -10 { '� -12 UST #4 I P I( r ❑ Quest Soil Spl. (1996) © GW -1 to 4 Existing Monitoring Well © MW -5 to 7 New Monitoring Well P Probe Location PW Probe Location with Ground - Water Sample Attempt 30 0 Scale in Feet (approximate) . �w P -13 GW -2 E Area of Tank Excavation i T4SW I P -11 (J., MW-6 ------------------------------------------------------------- 30 60 T Swift Transportation Notes: All locations approximate - Bldg features based on available drawings, observations, and information from owner Ref; SAB -024 probe we site map del.cdr I Z Z, W� JU 0 NO C0 Uj J = F— N LL W O 9 _ LL d I_ _ ? H. Z O W Uj � Q. U O H W U U_ 0 . Z . W �_ O Z �r: '�• "'°� -° x •- mss. ��� •� • N . t O UST Excavation Spl. (1996) © GW -1 to 4 Existing Monitoring Well Terminal O MW -5 to 7 New Monitoring Well 4O Building � P Probe Location W- ® A sp h alt Pw -5 0 PW Probe Location A' Concrete apron PW -24 with Ground -Water D p - - - - -- - - - - -; Sample Attempt P -18 ' P -23 p' Sample Analyses Below ®PW -3 - : - -: - S!osoo�27 Asphalt ® CUL - See Table 1 for Results N - -- --P - - -7 _ - SGW - -3 and Depth * P -17 PW -22 Sample Analyses Exceed CUL C T1.EW T s @5y1Ny q ' Concentration m /k and P -2 T1SW I P �2 0 $ : ( 9 9) i i - (1111 Depth (feet) ' M P -9 P -19 W -7 . -•' 4600 @8 y - Asphalt P -8 P -15 ! P-21 @6 j' A A Section Locations ' ® (7350 @2' , P -1 i P -12 , P -25 -26 B PW -1 (8800 @9) + G' Aspht]ft �jVIW.s€ P -13 B' I Unpaved Wa ite Oil ` ' Gas.)Dlesel ®p -27 PW - Areas �T4SW ' P -20 Area P -11 ' (7610@fr7 X5200 @4) ' -�- - 1------ - - - - -- vi South 124th St. A f 'MW-6 Based on free product being observed during the drilling of the well in 1996. 0 Scale in Feet t 00 (approximate) 0 f- 11 Notes: All locations approximate - Bldg features based on available drawings, observations, and information from owner Ref: REM SAB -024 Soil TPH b.cdr - 1N3Wf100a 3H130 JllMnO 3H1 Ol 3na SI 11 30110N SIHl NMHkNVMO SS31 SI 3WVU=l SIHl NI 1NMnopa 3H1 :AI :30110N`_ � L ` ,yam.; - 1:.% � .. �.• C- Q: I I II Brown, granular to fibrous peat Former UST W L Former UST eo .............................. .............................................................. ............... ......Excovatlon ............... Excpvation Waste Oil Area Gas Diesel Area P -18 Area loo .................................................................................... Section B - B' A Fence Se C - C' Shop Building ec I Section D - D' I I loo ................ , ................. ............................... ................... ..... ......................................................... ........y...................... 95 MW -61P11 GW -21P12 GW -4 P -14 P -15 P -16 P -17 P -18 95 .. ............. L ....................... ............................... .................... .. ..............................� ........ ............. ........ . ..................7350 1 x ' ' 1 r7 I x 10500 O x 7610 'x 5200 G Gray, spry, c L_Y layey 1Gw -i 1 145 Mixture of sandy, 9 1 1 sand wl wood, Ix 2000 1 � clayey silt and a 9 ..................... ......... ........ ........ ..525 x 1........ ... .......................... grove an ....... .... 1 ....1 .... gravelry'siiiid (rill " " "" W � ' 1 1 1 chunks of clayey sill x 88m 16901 1 1 x 1250 N D 85 t ......... ---------- ..... . ... .... ....... ...................... Q) '. _- Q: I I II Brown, granular to fibrous peat Former UST W L Former UST eo .............................. .............................................................. ............... ......Excovatlon ............... Excpvation B Waste Oil Area Section A-9 �, loo .................................................................................... I ........................................... ............................... z Pi P10 GW -21P12 P13 P -20 95 a.... ..... .................................... ............................... c x 24 1 Br, silty sand w/ 1 ♦ , grave /over Silty sand w/ 1 1 clayey silt w ravel y...... 19........... 9 ............. ........... .........:..................... grovel .......... .... ..... ,...... .............. W ' x aact Brown, granular to fibrous peat ; 1 N o: Former UST 80 ....................................................................................................... E xcava ti on .............. ............................... Soil Monitor) Probe Well S1 Water Level - 2 -28 -05 P1 , Water Level During Tank 3600 S Removals - 11 -95 X 7610 TPH Conc. Im gikg) 0 50 Scale in Feet SAB -024 Ref: Section A.cdr (approximate) Dalton- c '1N3Wf1a0a 3H1 AO "lVnt) 3H1013na SI lI 30IION SIHI NVHjNV3'10 SS31 SI 3WVN=l SIHI NI 1N3vvnooa 3H1 A :301ION C Gas /Diesel Area C Section A-9 100 ............................................................................................... I................................................................... ............................... P -7 P -9 P -16 P -15 P -19 P -21 MW-5 L 95 .................................................................. 1... .........................1..... 1 7350x I .......................................................... ............................... 1 - ' Mixture of sandy, o Silty sand wl �w -1 I clayey silt and ...... x 25 gravel (flit)) Ix <50 Ix 2000 grpv�llY.SQ►ld........... a 90 ......................... 1..................... . . wl birck frogs. (fill) tit x 1690 j x 4600 d 1 1 D 85 1 ..... 202 j ...... ................. .. .. ...................... .. N a Brown, granular to fibrous peat Former UST An L ............................................................ ............................... Excavation.......................... ............................... W.......................... Soil Monitor Probe Well Water Level - 2 -28 -05 P1 MW- Water Level During Tank Removals - 11 -95 x 7610 TPH Conc. (mgtkg) 0 50 Scale in Feet Ref: Section C.cdr (approximate) Waste 011 Area Gas Diesel Area P - 18 Area A Fence Section B - B' Sectio C - C' Shop Building ec Section D - D' a� ! II I. y...................... 100 ................,�, ...................... y.......................... ....... ...... ................................................................. MW -61P11 GW -21P12 GW -4 P -14 P•15 P -16 P -17 P -18 � 95 / ................................... ...................... .......... � ..... .......................)350 x 1 ........ . / 1 x 10500 = o x 7610 1 5200 r i I I Gray, silty, clayey G 1 145 x Mixture of sandy, I z 1 sand wl wood, 1 1 z000.. �.................... clayey silt and D q ........ .! ..............1...........526 1 1 x . grave nn .. lx .......... 1 .. 1 ' ll " " "" ... ................. grdvelly idhd (fi chunks of clayey slit 1640 x 1250 y 1 x aeon 1 1 1 1 1 t ................. � .............. ........ d Q: Brown, granular to fibrous peat Former UST Former UST Excavation eo .............................. .............................................. Excavation ................ ............................................ ...... ......... ............................... C Gas /Diesel Area C Section A-9 100 ............................................................................................... I................................................................... ............................... P -7 P -9 P -16 P -15 P -19 P -21 MW-5 L 95 .................................................................. 1... .........................1..... 1 7350x I .......................................................... ............................... 1 - ' Mixture of sandy, o Silty sand wl �w -1 I clayey silt and ...... x 25 gravel (flit)) Ix <50 Ix 2000 grpv�llY.SQ►ld........... a 90 ......................... 1..................... . . wl birck frogs. (fill) tit x 1690 j x 4600 d 1 1 D 85 1 ..... 202 j ...... ................. .. .. ...................... .. N a Brown, granular to fibrous peat Former UST An L ............................................................ ............................... Excavation.......................... ............................... W.......................... Soil Monitor Probe Well Water Level - 2 -28 -05 P1 MW- Water Level During Tank Removals - 11 -95 x 7610 TPH Conc. (mgtkg) 0 50 Scale in Feet Ref: Section C.cdr (approximate) 'm3wr 000 3H1 =10 ,unvf1D 3Hl Ol 3na S111301ION SIHl NVHJLHV310 SS3l SI 3WVH -A SIHl NI 1N3Wf1o0(7 3H1 A :30110N d 95 Waste 011 Area Gas Diesel Area P -18 Area Fence 100-r ................ ...................... Section B -B' �..•......•....•....,.•.•.• Section C -C' Shop Building �. ....... ....... .......................................................... Section D -D' ............................... d 95 MW -611`91 GW -211`12 GW-4 P -14 P -15 P -16 P -97 P -18 .. .......... .. ................ ........... ... ... ............................... ..................... ......... ......... 7350 ' x t ; x 10500 O x I r 7610 Ix 5200 G Gray Silty clayey � 1 145 x Mixture of sandy, Z t sand wl wood, tx 200o t clayey silt and q ..............: ....1........ ..525 x 1 ........ ......... t gravellmd ............. t ... ....... t .... g�vvelly' §aiic! (fi1Q ........ ...................... W ' t chunks of clayey slit ; t j y t t x 8800 t 1690 t x 1250 = Z t t t t O 85 ......... ...... _I. 202x.. . ................. m gravel, mixed Brown, granular to fibrous peat Former UST Former UST Excavation ao .............................. .............................................. ............................... Excavation ............................................ ..............0................ D 1`-18 Area D' A A 100 .............. ........................Section d P-6 P -18 P -23 4) 95 ...... .......... ... .................... .......................... ... . W et w ... et belo ................................. ............................... = Z Sil sand wl 3 feet '�j x 1os00 Mixture of sand y. gravel, mixed clayey slit and O qp ............... wl>± layey*Silt( fltQ) .............................. ...... ...... .... gravelly sanct ..................................... .................. W wl birck frogs. (fill) � x 1250 x 336 O 85 N 0: 80 Brown, granular to fibrous peat Soil Monitor Probe Well Water level - 2 -28 -05 P9 MW-6 Water Level During Tank Removals -11 -95 x 7610 TPH Conc. (mg/kg) 0 50 Scale in Feet Ref: Section D.cdr (approximate) aN3Wf100a 311-111 JO AinviniD 31-111 Ol 3na SI 1130110N SIHl IVdH�2�t/3l0 SS31 SI 3Wb21=l SIHl N(1N3Wf100a 3Hl 31 :301ION Terminal Building AMbP Asphalt PW .5 Concrete apron PW -24 El UST Excavation Spl. (1996) O GW -1 to 4 Existing Monitoring Well © MW -5 to 7 New Monitoring Well P Probe Location 6D PW Probe Location with Ground -Water Sample Attempt ® (7350 @2 1 P -1 i , P -12 PW-1 R P -26 (8800 @9 f P-25 - GW ASptibft \ -5� ® P - p' Unpaved Wai Oil ' ,® Gas., Iese/ P -27 W -28 Areb P -11 �T45W ; P -20 Area ' (7610@)!) 5200@4) ; -- --- -- ----- ----- South 124th St. MW-6 Based on free product being v7 observed during the drilling of the well in 1996. 0 100 Scale in Feet (approximate) LID M Notes: All locations approximate - Bldg features based on available drawings, observations, and information from owner Ref: REM SAB -024 Soil TPH d.cdr 1 PW -3 =- P -23 Sample Analyses Below CUL ® t1b's - -- Asphalt -See Table 1 for Results N r - ....-.7 -- ---- - - - - -� - &GW_3 - - : and Depth 0 P -17 ; r-- ® T1FW� �w -2z Sample Analyses Exceed CUL ' P -2 ®MW T ..;? b S W sq, T1sw p. _ P-9 P -1 •. 8Y (s400 @6) Concentration /k m ( g g) and Depth (feet) -7 ' Asphalt P-8 4 ,.`, P -15 P - 2.1 6 ; Proposed Test Pit Location ® (7350 @2 1 P -1 i , P -12 PW-1 R P -26 (8800 @9 f P-25 - GW ASptibft \ -5� ® P - p' Unpaved Wai Oil ' ,® Gas., Iese/ P -27 W -28 Areb P -11 �T45W ; P -20 Area ' (7610@)!) 5200@4) ; -- --- -- ----- ----- South 124th St. MW-6 Based on free product being v7 observed during the drilling of the well in 1996. 0 100 Scale in Feet (approximate) LID M Notes: All locations approximate - Bldg features based on available drawings, observations, and information from owner Ref: REM SAB -024 Soil TPH d.cdr b H � O� G') 11 i i i i TABLE C1 - Probe Logs Swift Trucking Property 3600 S. 124th St. Tukwila, Washington Dalton, Olmsted Fuglevand, Inc. Page 1 of 5 (PH 2 ESA SAB -024 problogs.xls - Sheetl) Z Z. Q 2 J0 00 N W J �. CO W w �J w a CO)� _° �w Z F- 1— O w ~ w U� ON wW H Z). O Z CO O 1 ` Z L ocation an Date Lab Samples Probe No. Accomplished Depth(ft) Materials ft (soil) PW1 SEE PLAN 8 0 -4.5 3 "Asphalt over dark 2 -3' 2/18/2005 brown to gray, very silty fine Unable to Sample to coarse SAND with gravel Water- Insufficient (FILL) Wet below 3' recovery 4.5 -8 Brown, fibrous PEAT P2 SEE PLAN 12 0 -9.5 4 "Asphalt over dark 9 2/16/2005 brown to gray, very silty to slightly silty fine to coarse SAND with gravel (FILL) Wet below 2' 9.5 -12 Brown, granular PEAT PW3 SEE PLAN 12 0 -11 4 "Asphalt over dark 8 -10' 2/18/2005 brown to gray, very silty to Unable to Sample slightly silty fine to coarse Water- Insufficient SAND with gravel (FILL) Wet recovery below 3' 11 -12 Brown, granular PEAT PW4 SEE PLAN 12 0 -7 3 "Asphalt over dark 0.5 -1' 2/18/2005 brown to gray, silty fine to Unable to Sample coarse SAND with gravel Water- Insufficient (FILL) Wet below 4' recovery 7 -12 Brown, granular PEAT PW5 SEE PLAN 12 0 -11 3 "Asphalt over dark 7 -8' 2/18/2005 brown to gray, silty fine to Unable to Sample coarse SAND with gravel Water- Insufficient (FILL) Wet below 3' recovery 11 -12 Brown, fibrous PEAT P6 SEE PLAN 12 0 -11 3 "Asphalt over dark No Lab 2/16/2005 brown to gray, silty fine to coarse SAND with gravel mixed with clayey SILT (FILL) Moist 11 -12 Brown, granular PEAT "gas (poss. methane) bubbling though bentonite hydration water" P7 SEE PLAN 12 0 -9.5 3 "Asphalt over gray, 5' 2/16/2005 silty fine to coarse SAND with gravel (FILL) Moist 9.5 -12 Brown, granular to fibrous PEAT "gas (poss. methane) bubbling though bentonite hydration water" Dalton, Olmsted Fuglevand, Inc. Page 1 of 5 (PH 2 ESA SAB -024 problogs.xls - Sheetl) Z Z. Q 2 J0 00 N W J �. CO W w �J w a CO)� _° �w Z F- 1— O w ~ w U� ON wW H Z). O Z CO O 1 ` Z TABLE C1 - Probe Logs Swift Trucking Property 3600 S. 124th St. Tukwila, Washington Dalton, Olmsted Fuglevand, Inc. Page 2 of 5 (PH 2 ESA SAB -024 problogs.xls- Sheetl ) Z = Z 2 D UO N o W =. CO) LL w Q � U- �. U� = O. �W Z F- ZO W w U o O N WW H -O .. Z W CO P_ O Z L ocation an Date Lab Samples Probe No. Accomplished Depth(ft) Materials ft (soil) P8 SEE PLAN 12 0 -12 3 "Asphalt over dark No Lab 2/16/2005 brown to gray, silty fine to coarse SAND with gravel mixed with clayey SILT (FILL) Wet below 0.5' Hole sloughing could not advance below 12 feet P9 SEE PLAN 12 0 -10 3 "Asphalt over gray, 6' 2/16/2005 silty fine to coarse SAND with gravel (FILL) Wet below 4' 10 -12 Brown, granular PEAT P10 SEE PLAN 12 0 -12 3 "Asphalt over dark No Lab 2/16/2005 brown to gray, silty fine to coarse SAND with gravel (FILL) Wet below 2' Hole sloughing could not advance below 12 feet and could not discern if peat was encountered P11 SEE PLAN 12 0 -9 2 "Asphalt over dark 4' 2/17/2005 brown to gray, clayey silt mixed with silty fine to coarse SAND with gravel (FILL) Moist 9- 12 Brown, fibrous PEAT P12 SEE PLAN 12 0 -11 3 "Asphalt over brown to 8 -10' 2/17/2005 gray, silty to slightly silty fine to coarse SAND with gravel (FILL) Wet below 1' with petroleum odor below 4' 11 -12 Brown, granular to fibrous PEAT P13 SEE PLAN 12 0 -2.5 3 "Asphalt over brown 1 -3' 2/17/2005 silty fine to coarse SAND with gravel (FILL) 2.5- 9.5' Gray, sandy, clayey SILT with gravel (FILL) Wet below 8' 9.5- 12 Brown, granular to fibrous PEAT Dalton, Olmsted Fuglevand, Inc. Page 2 of 5 (PH 2 ESA SAB -024 problogs.xls- Sheetl ) Z = Z 2 D UO N o W =. CO) LL w Q � U- �. U� = O. �W Z F- ZO W w U o O N WW H -O .. Z W CO P_ O Z Swift Trucking Property 3600 S. 124th St. Tukwila, Washington Dalton, Olmsted Fuglevand, Inc. Page 3 of 5 (PH 2 ESA SAS -024 problogs.xls - Sheetl ) Z Z '~ Iw � 0 U O' ND CO W �_ F—. S2 U. w 9 - IL Q to :3 = li .-w s Z �. HO Z H W 2 5 U� O N OH Ww U LL - O W Z U co P H O Z L ocation an Date Lab Samples Probe No. Accomplished De th ft Materials ft (soil) P14 SEE PLAN 12 0 -1.5 7" Concrete over light 5 -6' 2/18/2005 gray, fine SAND 1.5 (S. End of Maint 11 Gray, silt, clayey fine to Bldg Interior) coarse SAND with wood fragments, gravel, and chucks of clayey SILT (FILL) damp 11 -12 Brown, granular to fibrous PEAT P15 SEE PLAN 12 0 -2 7" Concrete over wet 1 -2' 2/18/2005 brown, fine SAND with 10 -11' (N. End of Maint petroleum odor Bldg Interior) 7 -11.5 Gray, mixed, clayey SILT and silty to slightly silty fine to coarse SAND (FILL) with slight petoleum odor 11.5 -12 Brown, granular to fibrous PEAT P -16 SEE PLAN 12 0 -11 3 "Asphalt over gray, 7 -9' 2/17/2005 silty fine to coarse SAND with gravel and possible rubble (FILL) Petroleum odor below 4 feet. Wet below 4' 11 -12 Brown, granular PEAT P17 SEE PLAN 12 0 -12 3 "Asphalt over brown to 2-4' 2/17/2005 gray, mixture of fine to coarse 5 -7' sandy clayey SILT and gravelly fine to coarse SAND FILL Wet below 3' P18 SEE PLAN 12 0 -9 3" Asphalt over dark 8 -9' 2/17/2005 brown to gray mixture of fine to coarse sandy clayey SILT and gravelly fine to coarse SAND (FILL) Wet below 3' Petroleum odor observed 9 -12 Brown, granular PEAT P19 SEE PLAN 12 0 -11 3" Asphalt over brown to 7 -9' 2/17/2005 gray mixture of fine to coarse sandy clayey SILT and gravelly fine to coarse SAND (FILL) Wet below 3' Petroleum odor observed 11 -12 Brown, granular PEAT Dalton, Olmsted Fuglevand, Inc. Page 3 of 5 (PH 2 ESA SAS -024 problogs.xls - Sheetl ) Z Z '~ Iw � 0 U O' ND CO W �_ F—. S2 U. w 9 - IL Q to :3 = li .-w s Z �. HO Z H W 2 5 U� O N OH Ww U LL - O W Z U co P H O Z i 3 i j i TABLE C1 - Probe Logs Swift Trucking Property 3600 S. 124th St. Tukwila, Washington Z Z' D .J V, UO U J F- NU- W QQ }O DC ~ U- a CO) c = W Z f,. E- O Z F— U� O N w LL O W Z CO) Q Z Dalton, Olmsted Fuglevand, Inc. Page 4 of 5 (PH 2 ESA SAB -024 problogs.xls- Sheetl) L ocation an Date EDe Lab Samples Probe No. Accomplished h ft Materials ft (soil) P20 SEE PLAN 8 0 -7.5 3" Asphalt over brown 6 -7' 2/17/2005 to gray mixture of fine to coarse sandy clayey SILT and gravelly fine to coarse SAND (FILL) Wet below 3' 7.5 -8 Brown, granular PEAT P21 SEE PLAN 12 0 -11.5 3" Asphalt over brown 5 - 7' 2/17/2005 to gray mixture of fine to coarse sandy clayey SILT and gravelly fine to coarse SAND with brick fragments (FILL) Wet below 3' 11.5 -12 Brown, granular PEA PW -22 SEE PLAN 12 0 -11 3" Asphalt over brown 4 -6' (water 2/18/2005 to gray mixture of fine to Sample taken) coarse sandy clayey SILT and gravelly fine to coarse SAND (FILL) Wet below 3' 11 -12 Brown, granular PEAT P23 SEE PLAN 12 0 -10 2" Asphalt over brown to 8 -10 2/17/2005 gray gravelly silty to very silty fine to coarse SAND with peat mixed from 2 to 6' (FILL) Wet below 2' 10 -12 Brown, granular PEAT PW -24 SEE PLAN 8 0 -11 3" Asphalt over brown 4 -6' (water 2/18/2005 to gray mixture of fine to Sample taken) coarse sandy clayey SILT and gravelly fine to coarse SAND (FILL) Wet below 3' 11 -12 Brown, granular PEAT P25 SEE PLAN 8 0 -9 Gray, gravelly, silty fine 4 -6 2/17/2005 to coarse SAND with clayey silt chunks, decomposed concrete. Peaty zone from 2 to 3.5' (FILL) Wet below 3' Refusal of probe at 9' (two attempts) on possible concret rubble P26 SEE PLAN 12 0 -6.5 Brown to gray, gravelly, 3 -4' 2/17/2005 silty fine to coarse SAND (FILL) Wet below 3' 6.5 -12 Peaty soil grading to PEAT with wood Z Z' D .J V, UO U J F- NU- W QQ }O DC ~ U- a CO) c = W Z f,. E- O Z F— U� O N w LL O W Z CO) Q Z Dalton, Olmsted Fuglevand, Inc. Page 4 of 5 (PH 2 ESA SAB -024 problogs.xls- Sheetl) r Swift Trucking Property 3600 S. 124th St. Tukwila, Washington Probe No. L ocation an Date Accomplished Depth(ft) Materials ft Lab Samples (soil) P27 SEE PLAN 12 0 -10 Brown to gray mixture of 4 -6' 2/17/2005 very silty gravelly, fine to coarse SAND with concrete fragments (FILL) Wet below 3' 10- 12 Brown PEAT (interpreted based on ease of penetration - no recovery - concrete chunk blocked sampler at 10 feet) PW -28 SEE PLAN 12 0 -9 3" Asphalt over brown to 3-4' (water 2/18/2005 gray mixture of fine to coarse Sample taken) sandy clayey SILT and gravelly fine to coarse SAND (FILL) Wet below 3' 9 -12 Brown, fibrous PEAT Dalton, Olmsted Fuglevand, Inc. Page 5 of 5 (PH 2 ESA SAB -024 problogs.xls - Sheetl ) Z -Z W W J U' UO. UD CO J CO W O LL Q U n = d. w Z �. �O Z H-o W w U O N: ❑h W W U W � — O 111 Z CO : O Z Dalton, Olmsted & Fuilevand, Inc. Environmental Considtants MONITORING WELL NO. MW -5 - DESCRIPTION OF SAMPLES, TESTS, AND INSTALLATION t a 3 i Field Rep: T. Olmsted Location: 388 ft. E of W. Fence line and 81 ft. N of S. Fenceline Drilling Co.: Cascade Drilling Elevation: 99.47 Ft (assumed ref. elevation) Driller: Andy Date Completed: 02/21/2005 Drill Type: Mobile B61 Weather: cold and clear Size/Type Casing: 4" I.D. Hollow -Stem Auger SpI.No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time/Sheen Test Sample Description Action From - To 6 inches 1 DM 300# ham Med. Rough 2.5-4 3 -2 -7 18" Gray, fine to medium sandy, 05 /no sheen /no od clayey SILT - damp (FILL) 2 DM 300# ham Med. Rough 5-6.5 11 -6 -6 18" Gray, wet, fine to coarse, very 10 /no sheen /no oc silty SAND with gravel (FILL) 3 DM 300# ham Smooth & Easy 7.5-9 1 -1 -1 18" Gray, wet, fine to coarse, very 15 /no sheen /no oc silty SAND with gravel (FILL) 4 DM 300# ham Smooth & Easy 10 -11.5 1 -2 -4 18" Gray, wet, fine to coarse, very 20 /no sheen /no oc silty SAND with gravel (FILL) 5 DM 300# ham Smooth & Easy 1.5 -15 8 -7-4 8" 22/no sheen/no o Top: Same Bittom 6" Brown, (pushing I granular PEAT Depth(ft.) SUMMARY LOG 0 2" Asphalt Pavement Gray, fine to medium sandy clayey SILT with gravelly zones (FILL) 4 -------------------------- - - - - -- F, wet, very silty, fine to coarse SAND Gravel (FILL) ;SlBrown, granular PEAT Bottom at 15 feet NOTE: The summary log is an interpretation based on samples, drill action, and interpolation. Variations between what is shown and actual conditions should be anticipated. 1 MONITORING WELL DIAGRAM 0 Monument Cover 5 Concrete Bentonite Sandpack MONITORING WELL INFORMATION Riser Length: 5 feet Seal: Bentonite /Concrete Sandpack: 2 -12 Sand (top/bot) 0/3 (top/bot)3 /15 Monument: Cast Iron - flush Screen: 2" PVC /0.010" slot length: 10 feet ( top/bot) 5/15 Figure CI Z W Q � JU 00 N 0: C0 W J = F- N LL WO. 9 Q CO) = d �. W Z O. W �p 0— .0 H WW U- O Z U =: O Z i Dalton, Olmsted & Fuelevand, Inc. Enuironmental Consultants MUNITUHING WELL NU. MW -6 - UtSGK1Y l l UN Ut SAMI LES, I t5 / J, AIVU INS I ALLA I I UN Field Rep: T. Olmsted Location: 229 ft. E of W. Fence line and 7 ft. N of S. Fenceline Drilling Co.: Cascade Drilling Elevation: 97.70 Ft (assumed ref. elevation) Driller: Andy Date Completed: 02/21/2005 Drill Type: Mobile B61 Weather: cold and clear Size/Type Casing: 4" I.D. Hollow -Stem Auger SpI.No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time /Sheen Test Sample Description Action I From -To 1 6 inches No Samples Taken, Log based on probe P -11 located 5 ft west Depth(ft.) IMMARY LOG (based on P11 T we 0 2" Asphalt Pavement Brown to gray, fine to coarse sandy SILT and gray, fine sandy SILT with sand 4 zones(FILL) --------------------------- - - - - -� Dark gray to gray, very silty, fine to coarse SAND with gravel - moist (FILL) 9 Brown, fibrous PEAT 12 i NOTE: The summary log is an interpretation based on samples, drill action, and interpolation. Variations between what is shown and actual conditions should be anticipated. i i j 1 c MONITORING WELL INFORMATION Riser Length: 5 feet Seal: Bentonite/Concrete Sandpack: 2 -12 Sand (top/bot) 0/3 (top/bot)3 /15 Monument: Cast Iron - flush Screen: 2" PVC /0.010" slot length: 10 feet (top/bot) 5/15 Figure C2 Z i~ Z W � JU UO W =, CO LL� W O. 1 0. 1L Q ca C, =W Ir O' Z f-- U �: O N, 0 h. W W' H LL O Z U_W Z MONITORING WELL DIAGRAM 0 Monument Cover Dalton, Olmsted & Fuelevand, Inc. Environmental Consultants MUNI I UMINU W&LL NU. MW-f- U ,iL;H1V IIUN U1 SAMYLtS, 1 t51 S, ANU !NS I ALLA IIUN Field Rep: T. Olmsted Location: 60 ft. E of W. Fence line and 148 ft. N of S. Fenceline Drilling Co.: Cascade Drilling Elevation: 95.82 Ft (assumed ref. elevation) Driller: Andy Date Completed: 02/21/2005 Drill Type: Mobile B61 Weather: cold and clear Size/Type Casing: 4" I.D. Hollow -Stem Auger SpI.No. Type Drill Spl Depth (Ft.) Blows/ Spl length Time /Sheen Test Sample Description Action From - To 1 6 inches No Samples Taken, Log based on probe P -2 located 5 ft north Depth(ft.) JMMARY LOG (based on P2 5' non 4" Asphalt Pavement I Brown to gray, silty, fine to coarse SAND with gravel and less silty zones 4 (FILL) Gray, wet, slightly silty, fine to coarse SAND and GRAVEL (FILL) 9.5 Brown, granular PEAT 12 II i NOTE: The summary log is an I interpretation based on samples, drill action, and interpolation. Variations between what is shown I and actual conditions should be anticipated. I i i I i 1 MONITORING WELL DIAGRAM 0 Monument Cover 15 Concrete Bentonite Sandpack MONITORING WELL INFORMATION Riser Length: 5 feet Seal: Bentonite/Concrete Sandpack: 2 -12 Sand (top/bot) 0/3 (top/bot)3 /15 Monument: Cast Iron - flush Screen: 2" PVC /0.010" slot length: 10 feet ( top/bot) 5/15 Z W Zj W� vO N 0• W2 J � N W LU LU U. Q CO T o I- W. Z tr 4— O Z F—: W W U� 0 w O H - !U W lL Z W U N'_ :F- _. 0� Z j Figure C3 1 i O • w,. a �%;z City of Tukwila . Steven M. Mullet, Mayor Department o Communi Devel {`� r y. •. p ,f ty Steve Lancaster, Director �R r 19043 July 24, 2007 Marcelo Garce's Sabey Construction, Inc. 12201 Tukwila International Bl, 4` Floor Seattle, WA 98165 -5121 RE: Building Permit D05 -233 Swift LLC — 3600 S 124 St Dear Mr. Garc6s: This letter serves as confirmation of the Building Department receiving the formal letter from your environmental engineer stating that the environmental clean up of contaminated soils has been completed. This letter has been forwarded to the Fire Department since their final inspection was also contingent upon receipt of this letter. Please note that this does not final the work or conclude the inspections that are needed on this permit. The Building Department Final is yet to be completed. Please call our automatic inspection line at 206 241 -2451 and call for the Building Final which inspection code is 1700. If you have any questions, please contact me in the Permit Center at (206) 431 -3670. Sincerely W Gil Je 'fer arshall Pe Te hnician encl File No. DOS -233 H ;\Misc\Misc\D05 -233 Cont Soils.DOC jem z w _3 0 UO .0 W= S2 LL w LL CO :3 =d F w z� F- O. Z f- 2 5 D 0. U y . O 0 E- wW F H LL F - W z U N; :z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washin -aton 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CnBww July 19, 2007 Jennifer Marshall City of Tukwila Department of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 RE: Permit No. D05 -233 +-0 4 f Tukwila •�'la�t id 44uA C4" Jo e'v�A C4YA#ft4Ue ego VZ6 - 233 • 40 4ot Wit- r Dear Ms. Marshall: A R C H I T E C T U R E C O N S T R U C T I O N D E V E L O P M E N T Sabey Construction Inc. 12201 Tukwila International Blvd., 4th Floor Seattle, Washington 98168 -5121 206/281 -4200 mainline 206/281 -0920 fax line www.sabey.com c Attached please find a formal letter from our environmental engineer documenting the official completion of the voluntary environmental clean up associated with permit No D05 -233. This letter satisfies the only outstanding condition on our final sign off for said permit. Please confirm that this officially and successfully concludes the activity and work associated with this permit. Please let me know if you have any additional comments or questions. Thank you, X01 Marcelo Garc6s Project Manager Sabey Construction, Inc. z Z '~ w D . UO CO UJ w =' �LL w O' LL <( CO d = w. H = _ Z H ZO w w �o o o� ww F- - u. O .z U CO O F ' z �t Dalton, Olmsted & Fugl I nc . Environmental Consultants 6034 N Star Rd. - Ferndale, Washington 98248 ® �F OPiYzn,, Telephone (360) 380 -0862 (FAX 360- 380- 0862) Cell (206) 498 -6616 e-mail: mdaltonadofnw.com (Kirkland, WA Office - 425- 827 -4588) June 21, 2007 Marcelo Garces Sabey Corporation 12201 Tukwila International Blvd. Seattle, Wa 98168 -5121 Re: Remediation of Former Swift Transportation Site 3600 S. 124' St. Tukwila, WA Dear Marcelo: This letter confirms that remediation of the former Swift Transportation Site at 3,600 S. 124` St., Tukwila, WA was completed in October 2006 in general accordance with the Remediation Plan prepared by Dalton, Olmsted & Fuglevand, Inc. (DOF), June 2006. The remediation primarily consisted of the excavation and off -site disposal of petroleum contaminated soil. Contaminated soil was disposed at the Rabanco Regional Disposal facility in Roosevelt, WA. Consistent with the remediation plan, Oxygen Release Compound (ORC) was mixed with the clean back -fill to assist in the natural degradation i of minor petroleum residues (below cleanup levels) that remained on the site. i We are in the process of preparing a detailed remedial action construction report based on data collected during the site excavation. This report will be submitted to the Washington I State Department of Ecology (Ecology) under Ecology's Voluntary Cleanup Program (VCP). The report will be used to support a request to Ecology for a No Further Action (NFA) designation for the former Swift Trucking Site. } Please let me know if you have any questions or require additional information. j Sincerely ! Matthew G. Dalton L.G./L.Hg. Sr. Consulting Hydrogeologist ' z � Z QQ JU 00 U J Nw w 0 UQ c �. = f- _ w Uj U� o� w �U 0: w z U� O ~. z o Q 1908 06 -04 -2007 A City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director DOUGLAS GARDNER 12201 TUKWILA INTERNATIONAL BL, 4TH FLR SEATTLE WA 98168 i RE: Permit No. D05 -233 3600 S 124 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions 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 connnenced for a period of 180 days. Based on the above, you are hereby advised to: i Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. s , This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if i the project should be considered abandoned. f If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why i circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 07/29/2007, your permit will become null and j void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 'fer Marshall, Permit Technician i xc: Permit File No. D05 -233 Z JU 0 moo W = J F-: S2 LL WO �QQ EL cl) = Cy FW Z H F- O Z 1— U� O N a -- W �O ui Z p _. O Z 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Or J Q W c p {• 1908 01 -02 -2007 :2 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director DOUGLAS GARDNER 12201 TUKWILA INTERNATIONAL BL, 4TH FLR SEATTLE WA 98168 RE: Permit No. D05 -233 3600 S 124 ST TUKW Dear Permit Holder: - In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions 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, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206431 -2451 to schedule for the next or final inspectiob. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/25/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. xc: Permit File No. D05 -233 Z W JU UO Cf) 0 w= J H N LL W O 7 9 - LL � = W Z F--. F— o Z E- . 5 U O N. 0 F-- WW 2 - .. Z w CO) O Z Sincerely, j 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax. 206. 431 -3665 r 07 -03 -2006 City of Tukiv-Vila Steven M Mullet, Mayo Department of Community Development Steve Lancaster, Directo DOUGLASGARDNER 12201 TUKWILA INTERNATIONAL BL, 4TH FLR SEATTLE WA 98168 RE: Permit No. D05 -233 3600 124 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions 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, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206- 431 -2451 to schedule for the next or final inspection. j This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if i the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide sntisfactory reasons why y circumstances beyond the applicants control have prevented action from being taken. i . In the event you do not call for the above inspection and receive an extension prior to 08/23/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, i s f dn fe M shall, Permit Technician xc: Permit File No. D05 -233 4 6300 Southcenter Boulevard, Suite #100 • Takwila, 61 98188 • Phone: 206- 431.3670 • Fax: 206 - 431 -3665 W . u`S = UO NO J W O J. LL (A d = W ' Z 1-0 Z F- W D 0 O to W LJ H U LL 0 Z. W N U O ~' Z .4 0 -J i 1 1908 A City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 01 -27 -2006 DOUGLAS GARDNER 12201 TUKWILA INTERNATIONAL BL, 4TH FLR SEATTLE WA 98168 RE: Permit Application No. D05 -233 3600 S 124 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 07/07/2005, has not been ; issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180.days from the date of application shall expire by limitation and become null and void.. Your . permit application expired on 01 /03/2006. If you choose to pursue your project, you will need to respond to the incomplete or correction letter dated 01/11/2006 within 30 days ; i from the date of this letter. Your response to the City's letter will need to include all of the concerns from the departments that have, commented on your project as outlined in the City's letter. In the event the Permit Center has not received your response to the City's letter within the timeframe mentioned above, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, e if M rshall ut ec ician xc: Permit File No. D05 -233 z z �W 2 �D U Cl) o: CO W J X LL . W O �a co = W. Z� F— O z 1—• �p ON o t_ W W H �. LL O . tl! z U Co. 0 H Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r 1LA, z City of Tukwila Steven M. Mullet, Mayor . 1 = Department of Community Development Steve Lancaster, Director 908 January 11, 2006 Douglas Gardner Sabey Construction, Inc. 12201 Tukwila International Bl, 4` Floor Seattle, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -233 Swift LLC — 3600 S 124 St Dear Mr. Gardner: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted thronFli the mail or by a messennzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, t Jepnifer Permit T 1 -� , encl Mf I ician xc: File No. D05 -233 P:VenniferkCorrection Letters\2005MDOS -233 Correction Ltr #LDOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Z �z W JD UO Cf)o CO J � LL W J LL ?. a =w Z� �- O Z t-- 25 D0 O - 0 h- w �U LL O W Z U= 4 Z PUBLIC WORKS DEPARTMENT COMMENTS DATE: January 9, 2006 PROJECT: Swift Trucking Demo w PERMIT NO: D05 -233 PLAN REVIEWER: Contanct Joanna Spencer (206) 431 -2440 if you have any questions F regarding the following comments. 1) Public Works Type C construction permits have a progressive fee based on percentage value of construction cost. Please submit a construction cost estimate (excluding demo cost of existing building) for erosion control and site work. 2) The site impervious areas sheet flows generally from the south to the north and the surface water is captured in a series of catch basins along the northern boundaries. Please show these catch basins on your plan and how you plan to protect them. Are there any storm drainage lines discharging into any of these catch basins that need to be removed and/or capped at any of these catch basins as a result of the proposed demolition? z Z' W 2 ug � U O� Co o: CO) C0 �. W O: 90 wj � F._ z F - 1 z o W �D U� O � � F- W UJ' I— u ' O: Z to O Z i5 r 1 �1ILA 0' ~ •' C i yof Tukwila Steven M. Mullet, Mayor J' `•: Department of Community Development Steve Lancaster, Director . ........... .. .... July 13, 2005 Douglas Gardner 12201 Tukwila International Bl, 4 Floor Seattle, WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -233 Swift LLC — 3600 S 124 Street Dear Mr. Gardner: This letter is to inform you that your application received at the City of Tukwila Permit Center on July 7, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Planning Department: Brandon Miles, at 206 -431 -3684 if you have any questions regarding the attached. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented through the mail or by a messen service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. cerely, Brenda Holt, Permit Coordinator Enclosures File: Permit File No. D05 -233 p : \p1anning\brcnda\D05 -233 — incomplete Itr k I.doc bb 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206 -431 -3665 Z y w w C . W� UO U) 0 . W= J � N LL w U. N :3 = a �W ! ZX t O Z F U1 W U� O N o �- WW LL O LLI Z . CO) H �! O Z PLANNING DIVISION COMMENTS ..DATE:. July 12, 2005 CONTACT: Doug Gardener RE: D05 -233 ADDRESS: 3600 S. 124` Street The Planning Division of DCD has reviewed the above permit application that was submitted on July 7, 2005. The application is incomplete and the Department requires the following: I 1. The project must demonstrate compliance with the State Environmental Policy Act (SEPA). A DNS was issued in 1995, but only for the removal of the tanks. The DNS did not address removal of the contaminated soils. This project may be eligible to be reviewed under the City's Planned Action SEPA process. The application for the Planned Action SEPA has been included. Z QQ S� Z �w u D 00 � o U) =` J N LL ; w 0: U. Q � d =w z� zO w LU � o : 0 3 = U, LL F- u.i Z, co O H: Z PERMIT COORD COPS' � PLAN REVIEW /ROUTING SLIP 02 -01 -06 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued ACTIVITY NUMBER: D05 -233 DATE: PROJECT NAME: SWIFT LLC SITE ADDRESS: 3600 S 124 ST DEPARTMENTS Building Division ❑ Public Works F� Fire Prevention ❑ Structural ❑ V If DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Incomplete ❑ Comments: 'ermit Center Use Only NCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: )epartments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 02-02-06 Not Applicable ❑ TUES/THURS ROU ING: Required No further Review Required q ❑ q F] Please Route Structural Review Re REVIEWER'S INITIALS: DATE: I i APPROVALS OR CORRECTIONS DUE DATE: 03-02-06 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenls/rouling slip.doc 2.2M2 i z z �w QQ JU U ND C0 W J H S2 LL w O LLQ Cl) = �w z X ZO Ujo ON 0 F+- w F- - LL ..z w b co F. O z "ERMIT COORD CORY �` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 233 PROJECT NAME: SWIFT LLC DATE: 12 -19 -05 SITE ADDRESS: 3600 S 124 ST Original Plan Submittal Response to Correction Letter # -05 DEPARTMENTS � ���� z� Bui df ing Diivis on Public Works - , q - D(0 Fire Prevention Structural X Response to Incomplete Letter # 1 Revision # After Permit Issued 0) Af I `'� ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 1 2 -20 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: E TUES /THURS ROUTING: i { Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 01-1 7-06 1 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ET� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PWX Staff Initials: _.. z -2"2 �.�... i >. ..::,.. . �.... �.....:..., . .. ... ._...x.:,,.N .: ,..{ >so:,.: ,:,,„,. i... •M.+ c i.. rL...�:S3v:'.vunisvtc :1,a.vv.. waves'; �. urv„ r.:, iti., wJ. Y'. iksiiC. tiv. Y.'• u: �).+.. AU;{.: tu:+: wa:'. i��a ,'d.4"- '�'�-= v%tliSsar.:..1a. :x:;: ,w:�...1. aw.i•.�.1e:. -. i/r✓�•'it:.vwt2k'.irtai.•:. z �z �w QQ JU 00 (/) J = H C0 U . w 0 LL Ca d =w I— _ z� f- O z H- W U� O N oI.- w Z L 5 u O .. z w U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -233 DATE: 7 -7 -05 PROJECT NAME: SWIFT LLC SITE ADDRESS 3600 S 124 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS Building Division Fire Prevention Public Works IL Structural ❑ No further Review Required ❑ DETERMINATION OF COMPLETENESS (Tues. Thurs.) DUE DATE: 7-12-05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: �" 'OJ LETTER OF COMPLETENESS MAILED: 1 Departments determined incomplete: Bldg ❑ Fire ❑ Ping )t PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ REVIEWER'S INITIALS: Planning Division Permit Coordinator DATE: APPROVALS OR CORRECTIONS Approved ❑ Notation: Approved with Conditions ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routlng shp.doc 2 -28 -02 DUE DATE: 8 -9-05 Not Approved (attach comments) ❑ z . z w 0 JU UO NQ C0 W J = t- S2 LL w LLQ �_ =d F- w Z Wo W U o cl)_ F- wW LL O w z CO O z � J �N11iA, y ll q � y O 2 O u t 2 1908 City of Tukwila Department of Community Development 6300 Soutlicenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: httn : / /tivivtiv.ci.tuktivila.wa.its Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: o[�v Plan Check/PermitNumber D05 -233 ❑ Response to Incomplete Letter # Afth - lvfi y ® Response to Correction Letter # 1 MY tw TuKwnA ❑ Revision # after Permit is Issued rE D a 1 20,6 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMITpENTER Project Name Swift LLC Project Address: 3600 S 124 Street Contact Person: r9 ZIFAIN Phone Number: 4Q (9- - Summary of Revision: %�/2 cay %/� c� S % 7`� ��f}yl �� /�© uJ / 4 0 1e / /2o zzc� tai T Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0. ( . OL, pplications forms - applications on line evision submittal Created: 8 -13 -2004 Revised: z Z � WD JU UO N J CO U 0 wQ N� i �W z WO w U� O N a F-- WW �- O W z CO O ~. z =a City of Tukwila Steven M Mullet, Mayor Depart of Community Development Steve Lancaster, Director 6300 Southcenter Bouleyud, Suite #100 'Tukwila, Washington 98188 Phone; 206 -431 -3670 Fax: 106 - 431 -3665 Web site: hQ : //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �— Plan Check/Permit Number: D05 -233 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Swift LLC Pro j ect Address 3600 S 124 St Contact Person: ?P' V Phone Number: "13 0 Summary of Revision: / c7 U( 412 ce � /oT /�_ c� 6) Zj f' a / :� /0 n Vii/? �t3h F7 /.7C T1 0/7 i RECEIVED crrY of T UKWILA 0 PERha cEmr- t Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by; R) �d Entered in Permits Plus on pp {�cstionslfortt�s- app{icationa on linvV vision submittal Created: 3.13.2004 Revised: ^S. �.�.: .7,':, x. ..% «�1..w:.:r r.wL:...a; :.- ��$.S. ,.:•:�iG•uL� ;;'::t:'s.S;Wu ti� :' &iS4e4 t { ..k�;:c fin ^= ,+,�a`.CaMa =i ^t;:',� ;'�,:'^ ��$`` xl` a7utiduf :w.�, z ;= z �w JU 000 U wi J �— N O W LLQ CO D = �w z� ► — 0 z F- w w U0 ON off w 7:U LL 0 z w U= 0~ z 25. 052 .0U(1 18/97 Detach And Display Certificate I STATE OF WASHINGTON) ) ss COUNTY OF KING ) Sworn and subscribed to before me n the 29th day of June, 2005. MARY A. HALL N tary Pu in and for the STATE OF WASHINGTON State of Washington, residing NOTARY - -- PUBLIC at Sattle. MY COMMISSION EXPIRES 12-19 -05 Printed Name Mary A. Hall My commission expires: 12/19/05 Z '~QQ w' W � JU UO N 0 ' W =; co) LL W O U. C% = W Z F_ H O Z F- W .2 5' U 0. O �', W H H: LL W Z U -. O ~� Z DEPARTMENT OF LABOR AND [1 REGISTERED•AS PROVIDED BY LAW AS CONST CONT -GENERAL (I REGIST. # EXP. DATE - 0001 SABEYCI033KM 01/06/2007 EFFECTIVE DATE 05/14/1997 SABEY CONSTRUCTION INC 12201 TUKWILA INT'L BLVD ' 4TH FLOOR F SEATTLE WA 98168 -5121 25. 052 .0U(1 18/97 Detach And Display Certificate I STATE OF WASHINGTON) ) ss COUNTY OF KING ) Sworn and subscribed to before me n the 29th day of June, 2005. MARY A. HALL N tary Pu in and for the STATE OF WASHINGTON State of Washington, residing NOTARY - -- PUBLIC at Sattle. MY COMMISSION EXPIRES 12-19 -05 Printed Name Mary A. Hall My commission expires: 12/19/05 Z '~QQ w' W � JU UO N 0 ' W =; co) LL W O U. C% = W Z F_ H O Z F- W .2 5' U 0. O �', W H H: LL W Z U -. O ~� Z Look Up a Contractor, Electririan or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License information License SABEYC1033KM Licensee Name SABEY CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601532164 Ind.Ins. Accountld 33122102 Business Type CORPO Address 1 12201 TUKWILA INTL BLVD Address 2 4TH FLOOR City SEATTLE County KING State WA Zip 981685121 Phone 2062814200 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/14/1997 Expiration Date 1/6/2007 Suspend Date Separation Date Parent Company Previous License DASCOC *066KD Next License SABEYC *953RE Associated License Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID A 01/01/1980 POOLE, LAURENT D 01/01/1980 HARMON, JAMES N 01/01/1980 Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date HARTFORD FIRE https: // fortress. wa. gov /lniibbip /printer.aspx ?License= SABEYCIO33KM Page I of 3 02/24/2006 2 �Z ' Y tY W � UO to 0 to W J� C0 LL WO LQ N � = E.. W ?H F- O Z 1— 5 U� 0 0 1— WW H LL O .• Z W U= O Z r NW1 14 OF THE SW1 14 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON I � �,4C USNpC� � S8918'50 " t 419 31' (C) 42000' (P) EMSTING BLDG 21•-04 , 5 e $ 5P � � 40 / Erin 8' WIGH C Hk1% %( i F 7r/ BFMED TRE. BEGIN 10' .4GH CH,%J..%C%K FEK W/ P.A.RSED WRE I 1 0 10' HIGH CHA 1j FENCE W/ BI • i� � I x 30 X 20' I P I X I X a 1 x 1 10' HIGH CHA IIII FENCE 1V/ BARBED VARE CIO I r . J OI z I P f �! L I N w O I � � 1 C) Z ! t t O Mw o i A . 1 I I 1 N < I I 10' HYDE ELECs'.+.' : EASEMENT i ! f AsN. 900926157S r w I ~~--- ----- x x 12 — t IRE TRAILER UNLOADING BUILDING 170' x 50' �. •'•' • ' ;�Il Ski � {=���'"'�•'` iF : '�i.'��i s •.: �t fr•��•'• J, t�. �`: '• -.Fri �i%z�.�.�, „�•yr..:• 8'SO So Uff y� f _SI JE AR EA 4.45 AC t O YW 1 vsNER pROP�2� °�9 °�5 pC� � e• z 0 30' x x HUILOWG CORNER t 1.5' EAST AND 20 SOUTH OF I PROPERTY CORNER I 3 4 2' WV Zw; 4 a a. a v I. \F H s r wv � 4PVGN4IN 0 � p � 5 1 5 PR B e l l �► � p 0! x M t PT � Y too , r BAILEY II SUPPLY 6 31. i BUILDING O C ! 300' x low Mw 1 rn i RN& II 1 ' WOE ELECTRIC EASEMENT I AM 8301120431 7 OF P QG' V ' of Q� J SCALE '� Q. p�� 8 E PJXDwc CORNER 0 �r 6UILW CORNER 1.6' 90U711 OF 1 1.5 EAST AM o P GX NORTH OF PROPERTYl LINE PROPERTY CORNER 5891850PE 210.91' - 20' 8' H`GH CHJL34M 19' 01b< 9 FENCE W/ BARBED WIRE I 10' 1W 1t M SEIItER EASEMENT F AFN 7508130477, PALE DED BY AFN 20050308001789 20'x' EASEMENT FM I TM WT 10 0, AFN 7209270467 C1;48 EASE11�1T e HIGH CHA91't -%X 1r CM AFN 20o202i2003031 FENCE W/ 8AR8£0 MLA SEWER 8 hyA a m” ONO OULE 1 GATE EDGE OF PA.VF�t NT PP F _ F FN PP 'P TAD T —P P r---� G GV F7 F0 d t�A•J FO FO f0 `i FO F P M G G G SD so V 30s 1 �' i � 1 x :d a O • x x L1fT F 1r CUP •-q SOUTH 124TH STREET 0 l.MQ (C) = BEAISTA%CE PER C90AADONS (P) - BEAR"JIDISTA.W PER RECC&17E3 PEAT M t( EXST*G FIRE 14110 -ANT EMS STWET LICHT EXASTAAIG L~06E Gm 01 Ex;STM CAS METER SO E=TNG SAI SE* R !!AI`dQE SEAN 0 EXISTM STORM DRANAGE MA1i 4L£ SDCB ■ Ext NiG S TORM CATCH SASN E*Sr -M SIGNAL CONTROL BOX 1tt� ExiST�G stt�tlOt�tiG iEi� WV x EXS':" WASCEER VALUE w iii EX'STAG W TM METER ' EXS %G PO ER POLE y E *S R4 CUT ANC` M a EMTu% SIGN p c*srm �- o6sr+AG tai1OE 017 3 Foam vAiXT P: 0GSInG POTCR TR~ORWR Box EIf,ST1w ,AMTTtD1i Mw 1 U z N �o Ztu Nm� Q v A W own 0OS�v O OQ sI' 4 n � _V- a ,- REVISIONS: APPD. AMENDED ESUT 6 /09/05 JU J 2 5 ncl 1 � --FO EXar -SC UNDERCGROUND FAR OPRC UNE G EX:STSG tRWERGROEF.%D GAS LINE — P EXiSTb %G OI6V*tEA3 FOAER LRic --T E ii. G tANDERGRIXIND TELEP. -G%E ULE Ti EXS T &� ; L.` .R'.Ra;%0 A.A T.R UXE --- S; — £IGSI S TO&V IDP."i LNE UG EXGST.w PDAVER L %; — x zxST.04 CHAN-WK FLKE LANE — MR% G1iT - r.R & S�l1EiK.�;ic W/ r K04 Vet ua. cue t • • 9 • 1 DATE: A. - -RIL 14. 2035 DESIGN: RC_4 DRI V. -;V CHECKED: OCH. REVISION NUMBER: e SCALE: 10 -W PROJECT NUMBER: -_ DASCO026 RECEPYrED CfTY OF 7U'e(li'i1LA s DRAWING FILE: PEFiiART CEi+iit:ir,i SHEn `O. 2 � o r 4 0 15 30 so SCALE: 1" >= 31Y CENTERLINE ANGLE PT. BASIS QE BEARING NORTH 01'46'02' EAST, BEING THE WEST SECTION LINE OF SECTION 10. TOWNSHIP 23 NORTH. RANGE 4 EAST. W.u.. AS SHOWN ON THE RECORD OF SURVEY FOR THE BOEING COMPANY, RECORDED UNDER AUDITOR'S FILE NO. 9012199002. VOLUME 77 OF SURVEYS. AT PAGE 209. RECORDS OF ICING COUNTY, WASHINGTON. REVIEWED FO CODE COMPUAN 'E � 1 FEB 17 �Tum lia jLny1r_• nnRSI pellift N& 0.5 jft "M fe*w appmM Is Sub wDp10MaI Of c^nsMtctlon the Wofatton : ; ;: b dm � �+f�! c ,� Z�� code or of gvmved i':c c• = y oono Oebe~ rLt D aty 0f Mum �lY ION z Z O 0 ~Q z LL z 0 Q Zo u) U) _ Q � � OC z n JZ�o0 o vz Z r � Y .. / 1.l.1 cn -- U < D :;z 3 LL v �- CtJ� 0 Q 1� U U J3 U to > i u w a x 4 2' O 1 Tftc'se plans bare been reviewed bA- the IN+11C W "ors Department for cor„ orinalicc with current =? Cite St ndards. Acceptance is sub?ect to errors and t:*nissio - 'which do Let a:thclrizc '•'ioi:atiolss of :a(fopted tandards or Ordinu:ccs. The rII�bilitr �-" 'or the 2 cqu2cy of the design rests totally with the :`• 60signer. ddi tions, deletions or WA-01 s to these o dm%ings ter this date Rill void this ncz•'i*tarlce 1 �d V6'11 're 2 resubnrittxl of raised drat~•ings „• for subsea t approva. PIP Frind is stab eci to field inspewon by D s the Public rks utilities iwmor. Dac Ns t - BP is PPM Ig � r F T)PE 4E P r r N j T F ROM � �3iL1 C � ORiCS !s -° T Cony /A?V�4TL tO /A�'j '24 _ a • x r _.� _ -o t �4 P VV wv 0 -o , 1 WV x EXS':" WASCEER VALUE w iii EX'STAG W TM METER ' EXS %G PO ER POLE y E *S R4 CUT ANC` M a EMTu% SIGN p c*srm �- o6sr+AG tai1OE 017 3 Foam vAiXT P: 0GSInG POTCR TR~ORWR Box EIf,ST1w ,AMTTtD1i Mw 1 U z N �o Ztu Nm� Q v A W own 0OS�v O OQ sI' 4 n � _V- a ,- REVISIONS: APPD. AMENDED ESUT 6 /09/05 JU J 2 5 ncl 1 � --FO EXar -SC UNDERCGROUND FAR OPRC UNE G EX:STSG tRWERGROEF.%D GAS LINE — P EXiSTb %G OI6V*tEA3 FOAER LRic --T E ii. G tANDERGRIXIND TELEP. -G%E ULE Ti EXS T &� ; L.` .R'.Ra;%0 A.A T.R UXE --- S; — £IGSI S TO&V IDP."i LNE UG EXGST.w PDAVER L %; — x zxST.04 CHAN-WK FLKE LANE — MR% G1iT - r.R & S�l1EiK.�;ic W/ r K04 Vet ua. cue t • • 9 • 1 DATE: A. - -RIL 14. 2035 DESIGN: RC_4 DRI V. -;V CHECKED: OCH. REVISION NUMBER: e SCALE: 10 -W PROJECT NUMBER: -_ DASCO026 RECEPYrED CfTY OF 7U'e(li'i1LA s DRAWING FILE: PEFiiART CEi+iit:ir,i SHEn `O. 2 � o r 4 0 15 30 so SCALE: 1" >= 31Y CENTERLINE ANGLE PT. BASIS QE BEARING NORTH 01'46'02' EAST, BEING THE WEST SECTION LINE OF SECTION 10. TOWNSHIP 23 NORTH. RANGE 4 EAST. W.u.. AS SHOWN ON THE RECORD OF SURVEY FOR THE BOEING COMPANY, RECORDED UNDER AUDITOR'S FILE NO. 9012199002. VOLUME 77 OF SURVEYS. AT PAGE 209. RECORDS OF ICING COUNTY, WASHINGTON. REVIEWED FO CODE COMPUAN 'E � 1 FEB 17 �Tum lia jLny1r_• nnRSI pellift N& 0.5 jft "M fe*w appmM Is Sub wDp10MaI Of c^nsMtctlon the Wofatton : ; ;: b dm � �+f�! c ,� Z�� code or of gvmved i':c c• = y oono Oebe~ rLt D aty 0f Mum �lY ION z Z O 0 ~Q z LL z 0 Q Zo u) U) _ Q � � OC z n JZ�o0 o vz Z r � Y .. / 1.l.1 cn -- U < D :;z 3 LL v �- CtJ� 0 Q 1� U U J3 U to > i u w a x 4 2' O 1 Tftc'se plans bare been reviewed bA- the IN+11C W "ors Department for cor„ orinalicc with current =? Cite St ndards. Acceptance is sub?ect to errors and t:*nissio - 'which do Let a:thclrizc '•'ioi:atiolss of :a(fopted tandards or Ordinu:ccs. The rII�bilitr �-" 'or the 2 cqu2cy of the design rests totally with the :`• 60signer. ddi tions, deletions or WA-01 s to these o dm%ings ter this date Rill void this ncz•'i*tarlce 1 �d V6'11 're 2 resubnrittxl of raised drat~•ings „• for subsea t approva. PIP Frind is stab eci to field inspewon by D s the Public rks utilities iwmor. Dac Ns t - BP is PPM Ig � r F T)PE 4E P r r N j T F ROM � �3iL1 C � ORiCS !s -° T Cony /A?V�4TL tO /A�'j '24 _ a • x r _.� _ -o t �4 P VV wv 0 -o , 1 REVISIONS: APPD. AMENDED ESUT 6 /09/05 JU J 2 5 ncl 1 � --FO EXar -SC UNDERCGROUND FAR OPRC UNE G EX:STSG tRWERGROEF.%D GAS LINE — P EXiSTb %G OI6V*tEA3 FOAER LRic --T E ii. G tANDERGRIXIND TELEP. -G%E ULE Ti EXS T &� ; L.` .R'.Ra;%0 A.A T.R UXE --- S; — £IGSI S TO&V IDP."i LNE UG EXGST.w PDAVER L %; — x zxST.04 CHAN-WK FLKE LANE — MR% G1iT - r.R & S�l1EiK.�;ic W/ r K04 Vet ua. cue t • • 9 • 1 DATE: A. - -RIL 14. 2035 DESIGN: RC_4 DRI V. -;V CHECKED: OCH. REVISION NUMBER: e SCALE: 10 -W PROJECT NUMBER: -_ DASCO026 RECEPYrED CfTY OF 7U'e(li'i1LA s DRAWING FILE: PEFiiART CEi+iit:ir,i SHEn `O. 2 � o r 4 0 15 30 so SCALE: 1" >= 31Y CENTERLINE ANGLE PT. BASIS QE BEARING NORTH 01'46'02' EAST, BEING THE WEST SECTION LINE OF SECTION 10. TOWNSHIP 23 NORTH. RANGE 4 EAST. W.u.. AS SHOWN ON THE RECORD OF SURVEY FOR THE BOEING COMPANY, RECORDED UNDER AUDITOR'S FILE NO. 9012199002. VOLUME 77 OF SURVEYS. AT PAGE 209. RECORDS OF ICING COUNTY, WASHINGTON. REVIEWED FO CODE COMPUAN 'E � 1 FEB 17 �Tum lia jLny1r_• nnRSI pellift N& 0.5 jft "M fe*w appmM Is Sub wDp10MaI Of c^nsMtctlon the Wofatton : ; ;: b dm � �+f�! c ,� Z�� code or of gvmved i':c c• = y oono Oebe~ rLt D aty 0f Mum �lY ION z Z O 0 ~Q z LL z 0 Q Zo u) U) _ Q � � OC z n JZ�o0 o vz Z r � Y .. / 1.l.1 cn -- U < D :;z 3 LL v �- CtJ� 0 Q 1� U U J3 U to > i u w a x 4 2' O 1 Tftc'se plans bare been reviewed bA- the IN+11C W "ors Department for cor„ orinalicc with current =? Cite St ndards. Acceptance is sub?ect to errors and t:*nissio - 'which do Let a:thclrizc '•'ioi:atiolss of :a(fopted tandards or Ordinu:ccs. The rII�bilitr �-" 'or the 2 cqu2cy of the design rests totally with the :`• 60signer. ddi tions, deletions or WA-01 s to these o dm%ings ter this date Rill void this ncz•'i*tarlce 1 �d V6'11 're 2 resubnrittxl of raised drat~•ings „• for subsea t approva. PIP Frind is stab eci to field inspewon by D s the Public rks utilities iwmor. Dac Ns t - BP is PPM Ig � r F T)PE 4E P r r N j T F ROM � �3iL1 C � ORiCS !s -° T Cony /A?V�4TL tO /A�'j '24 _ a • x r _.� _ -o t �4 P VV wv 0 -o , 1 f File: D05 -0233 35mm D rawing #1 V lE UST Excavation Spl. (1996) f9 GW -1 to 4 Previous Monitoring Well PW-4 gg� ■ • � Concrete apron PW-24 (DP -6 ------------------ P -18 Area P -23 � ..................... ®GW -3 EW T1 P -9 A i GW-4 PW-1 Waste Oil Area R1 y & P -10® US" Ri Ul' South 124th St. (i a' s La co Notes: All locations approximate - Bldg features based on available drawings, observations, and information from owner LRef; Refine Probes,ccir S MW -5 to 7 Recent Monitoring Well `) P Probe Location 2005 ® pW Probe Location with Ground -Water Sample Attempt 2005 ® R Probe Location 2006 0 Site Observations and Sample Analyses Indicate Conditions Below CULs Site Observations and Sample Analyses Indicate Conditions Exceed CULs Estimated Remedial Action Area • R A,,, a 0 10 0 - lo ll Scale in Feet - -19 R7 i � xawmux 0 3 R N k Y5, �, V MW -5 MW -6 Based on free product being observed during the drilling of the well in 1996, N P -25 P -26 (a (9 rti 7g% l � Il l hfl Tlllll Inch 1/16 Ro>3 i i kl r m 4.��a ��. 5� 6 01 ! ' 56� ti6 EL ZI. 66. OL � a , 4 9 -A z w� III..,. .III I�II II.�I.i.11l llllllllll.11l III IIILIIIIIII�'L�Illllii�ll lllllll�Hill P-