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HomeMy WebLinkAboutPermit D16-0228 - CITY OF TUKWILA - PEDESTRIAN BRIDGECITY OF TUKWILA PEDESTRIAN BRIDGE 16113 W VALLEY HWY D16-0228 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0005800033 16113 WEST VALLEY HWY CITY OF TUKWILA PEDESTRIAN BRIDGE Permit Number: Issue Date: Permit Expires On: D16-0228 8/23/2016 2/19/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: CITY OF TUKWILA 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 JOEL GARCIA PO BOX 68847 , SEATTLE, WA, 98168 SB STRUCTURES LLC PO BOX 68847 , SEATTLE, WA, 98168- 0847 SBSTRSL947LW PROPEL INSURANCE 1201 PACIFIC AVE, SUITE 1000 , TACOMA, WA, 98402 Phone: (509) 240-2400 Phone: (253) 872-6750 Expiration Date: 10/19/2016 DESCRIPTION OF WORK: DEMOLISH SINGLE FAMILY STRUCTURE INCLUDING FOUNDATION AND CONCRETE DRIVEWAY. REMOVE SEPTIC TANK SYSTEM. CAP EXISTING WATER SERVICE AT THE METER; METER STAYS.. Project Valuation: $18,927.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,094.89 Occupancy per IBC: R-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No LII Permit Center Authorized Signature: lb- <A4 - Date: (/--L, "`Ctt, I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit a . a:ree to the conditions attached to this permit. Signat Print Name:( Ay -e i This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Trees to be retained, as noted on sheet L104 of the tree and vegetation removal permit (L15-0034) shall be marked and the tree protection measures specified on sheet L502 shall be in place before any heavy equipment is used within the tree protection zones as identified in the chart on sheet L502. Copies of these sheets, as marked up, are attached. 2: Tree protection notes 1-9, on sheet 502 and as amended through L15-0034, shall be implemented prior to the demolition of the house. 3: ***BUILDING PERMIT CONDITIONS*** 4: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 5: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: 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. 10: ***PUBLIC WORKS PERMIT CONDITIONS*** 11: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433- 0179. 12: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 13: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 14: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 15: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 16: Any material spilled onto any street shall be cleaned up immediately. 17: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 18: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 19: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 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 period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 20: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 21: Any septic tanks in the area shall be pumped empty and removed; see attached King County Health Dept. records for septic tank location. A copy of the documentation from the business that performed the pumping shall be provided to the Public Works Inspector. 22: Prior to final Public Works permit sign -off the applicant shall file REPORT OF WASTEWATER TANK ABANDONMENT with KC Public Health; form is attached. 23: Applicant shall contact individual utility companies for power and telecommunication service removal. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5200 EROSION MEASURES 0101 PRE -CONSTRUCTION 5070 SANITARY SIDE SEWER 5130 WATER METER - PERM CITY OF TUKJ. A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Perlu,it No. Project No. i)I('- 022 Date Application Accepted: Date Application Expires: to (For office use only) CONSTRUCTION PERMIT APPLICATION 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** SITE LOCATION King Co Assessor's Tax No.: Site Address: 16113 West Valley Highway Tukwila, WA 98188 Suite Number: Tenant Name: N/A PROPERTY OWNER Name: Joel Garcia Name: City of Tukwila Address: PO Box 68847 Address: 16113 West Valley Highway City: Seattle State: WA City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Joel Garcia Address: PO Box 68847 Address: PO Box 68847 Phone: (253) 872-6750 Fax: City: Seattle State: WA Zip: 98168 Phone: (509) 240-2400 Fax: Email: joel.g@sbstructures.com GENERAL CONTRACTOR INFORMATION Company Name: SB Structures, LLC Address: PO Box 68847 City: Seattle State: WA Zip: 98168 Phone: (253) 872-6750 Fax: Contr Reg No.: SBSTRSL947LW Exp Date: 10/19/2016 Tukwila Business License No.: BUS -0997139 H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh New Tenant: Floor: ❑ Yes „No ARCHITECT OF RECORD Name: Propel Insurance Address: 1201 Pacific Avenue, Suite 1000 Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Propel Insurance Address: 1201 Pacific Avenue, Suite 1000 Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Propel Insurance Address: 1201 Pacific Avenue, Suite 1000 City: Tacoma State: WA Zip: 98402 Page 1 of 4 BUILDING PERMIT INFORMATIO' W6-431-3670 Valuation of Project (contractor's bid price): $ 15,927 Describe the scope of work (please provide detailed information): - demo above ground structure footprint complete - demo building & foundation/concrete driveway complete Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 2.. No If yes, a separate permit and plan submittal will be required. 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm © None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2nd Floor 3rd 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm © None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC ATION — 206-433-0179 Scope of Work (please provide detailed information): - remove septic tank/system Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...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 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ® ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage 21.. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut 0 .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private ❑ 11 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR • HO ZED AGENT: Signature:Date: 08/10/2016 Print Name: Joel Garcia Day Telephone: (509) 240-2400 Mailing Address: PO Box 68847 Seattle WA 98168 City H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $262.54 D16-0228 Address: 16113 WEST VALLEY HWY Apn: 0005800033 $262.54 DEVELOPMENT $262.54 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9163 R000.345.830.00.00 0.00 $262.54 $262.54 Date Paid: Wednesday, August 10, 2016 Paid By: SB STRUCTURES Pay Method: CHECK 13859 Printed: Wednesday, August 10, 2016 9:36 AM 1 of 1 CRSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $832.35 D16-0228 Address: 16113 WEST VALLEY HWY Apn: 0005800033 $832.35 DEVELOPMENT $408.40 PERMIT FEE R000.322.100.00.00 0.00 $403.90 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $400.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $75.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $75.00 TECHNOLOGY FEE $23.95 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9254 R000.322.900.04.00 0.00 $23.95 $832.35 Date Paid: Tuesday, August 23, 2016 Paid By: SB STRUCTURES LLC Pay Method: CHECK 13891 Printed: Tuesday, August 23, 2016 11:07 AM 1 of 1 CSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit 7j16.-0ZZ= PERMIT NO CITY OF TUKWILA BUILDING DIVISION4/ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection(206) 431-367 Request Line (206) 438-9350 Project: oF OYalizA PEI) & Th Typee of Inspection: L'SJ1 L 111�r7 ne•�L Address: /61 /3 ii -r Hwy' Special Instructions: )7o {'/ M 1 Date Called: Date Wanted: �/7 p.m. Requester: Phone No: EgApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 4 Date:3 !/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 Permit Inspection Request line (206) 438-9350 biO-oziO P ect: I SiY�1 P��°�I� "' Tya of Inspection: �' iL1 //J - 4'� _ Address: /lily !Ate/ /JtH Date Called: Special Instructions: Date Wante : j i evi 7 p.m. Requeste . Phone No: ,v1-moo-Z.geo E] Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Inspector:4 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Colt to schedule reinspection. INSPECTION RECORD Retain a copy with permit �G —ozz8 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pjoject: ,.a1vCr rr 1A eetICTIV.. /AA/ l i I b rr T e of Ins ection: 016 CA4-rexerla/J Address: k//3 & cL j Date Called: Special Instructions: X Date Wan Requester. Del Ph ne ®— ZLe90 ff Approved per applicable codes. DCorrections required prior to approval. COMMENTS: Tel A3-1,9esik 6d9 eCteAt„vetAT fps oik cep - I( czi��Lot Inspector: Date:d d 2'5 / b REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rL� a tn. s ".(T 1 , t. Casa Piping Ci: j of Tukwila EG DIVISION • • • 1. 4,iC(l �LcyG _VJ 000 0. 6 i:: Ogq'lfG0 i2 00.c V qi 9p 11:4," • 200' SHORELINE JURISDICTION s �v\ • • • - \\\\` 1 CLEARING LIMIT'S �, Oit1ss.> • 00, REVISIONS No changes shall be made to the scope of work without prier approval of Tukwila Sui'ain9 Division. NOTE: Rcv s!an3 will r� a nety _, _�I plan submittal and may in..uae�^clr., `,; plan review fee.; NATIVE TREE QUANTITIES n NATIVE TREE QUANTITIES PT] BOTANICAL NAME/ COMMON NAME QTY 76 PINUS CONTORTA VAR. CONTORTA/ SHORE PINE 4 T8 ACER MACROPHYLLUM/ BIG LEAF MAPLE 3 T9 BETULA PAPYRIFERA/ PAPER BIRCH 3 710 AMELANCHIER ALNIFOUA/ SEVICEBERRY 3 112 RHAMNUS PURSHIANA/ CASCARA 3 NATIVE TREE QUANTITIES PT] NATIVE TREE QUANTITIES n BOTANICAL NAME/ COMMON NAME QTY T9 BETULA PAPYRIFERA/ PAPER BIRCH 3 T10 AMELANCHIER ALNIFOUA/ SENCEBERRY 3 T12 RHAMNUS PURSHIANA/ CASCARA 2 NATIVE TREE QUANTITIES n _,--_,.._.„---40-____ ._: %/�{6 �f�/jr g //I --tig-00%;%- SEE SHEET L103 FOR CONTINUATION PLAN 0 10 20 40 60 SCALE IN FEET SHORELINE RESTORATION QUANTITIES BOTANICAL NAME/ COMMON NAME QTY 16 PINUS CONTORTA VAR. CONTORTA/ MORE PINE 7 18 ACER MACROPHYLLUM/ BIG LEAF MAPLE 5 19 BETULA PAPYRIFERA/ PAPER BIRCH 5 T10 AMELANCHIER ALNIFOUA/ SEV10EBERRY 4 111 ACER CIRCINATUM/ NNE MAPLE 4 T12 RHAMNUS PURSHIANA/ CASCARA 4 _,--_,.._.„---40-____ ._: %/�{6 �f�/jr g //I --tig-00%;%- SEE SHEET L103 FOR CONTINUATION PLAN 0 10 20 40 60 SCALE IN FEET SHORELINE RESTORATION QUANTITIES Permit No. Pian review approval is subject to Approval of construction docurne issions7 authorize the violation of any adopted code or ordin: '`,,`Receipt. of approved Field Copy :. • ditions is acknc ii'edged 8 . ` A.. Da���3%2�I.c City of Tukwila BUILDING DIVISION SEE EAST BRIDGE ABUTMENT PLANTING ENLARGEMENT, SHEET L105 100' SHOREUNE BUFFER SEE SHEET L106 FOR TOPSOIL REQUIREMENTS, INCLUDING BACK -OF -WALK RESTORATION. CONSTRUCTION NOTES 0 EXISTING TREE(S) TO REMAIN, SAVE AND PROTECT PER DETAIL SHEET L502. 03 PLANTING AREA; INSTALL 2- BARK OR WOOD CHIP MULCH, TYP. 0 NATIVE TREE REPLANTING AREA, SEE SCHEDULE AND PLANT LAYOUT DETAIL SHEETS L501—L502. OSHOREUNE RESTORATION AREA (APPROX.). CLEAR AND GRUB ALL 8 INVASIVE AND NON—NATIVE SPECIES; AREAS OF EXISTING NATIVE VEGETATION SHALL BE SAVED AND PROTECTED AS DIRECTED BY THE ENGINEER. INSTALL BIODEGRADABLE EROSION CONTROL BLANKET AND REPLANT AU. DISTURBED AREAS PER SCHEDULE, SHEET L501. FINAL RESTORATION UMITS TO BE DETERMINED IN THE FIELD BASED ON EXTENTS OF INVASIVES REMOVAL AND CONSTRUCTION DISTURBANCE. 0 SWALE AND RAINGARDEN AREA; INSTALL 2- BARK OR WOOD CHIP MULCH, TYP. NATIVE GRASS AREA; HYDROSEED WITH NATIVE GRASS SEED MIX. TO 11 THE EXTENTS OF DISTURBANCE. A SALVAGED LARGE WOODY DEBRIS (LW.D.). LOCATION SHOWN IS APPROXIMATE; ACTUAL LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. 14 LANDSCAPE ROCKS, TW. (SALVAGED AND/OR PROCURED); SEE SHEET UD501. 15 ROCK DETERRENT PAD; SEE SHEET UD501. 16 INSTALL 2. BARK OR WOOD CHIP MULCH AROUND SERVICE CABINETS. E -E NATIVE TREE QUANTITIES; SEE TABLE(S) THIS SHEET. 0 NATIVE TREE QUANTITIES; SEE TABLE(S) THIS SHEET. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2016 • frJ City of Tukwila BUILDING DIVISION PLANT SYMBOL PLANT QUANTITY SEE SHEETS L501 & L502 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES 100% REVIEW SUBMITTAL PUBLIC WORKS DEPT_ *ENGINEERING * STREETS *WATER* SEWER*BUILDING * by designed drawn checked oral elle prof dir field bk no CS CS LG date 10/16/15 10/16/15 10/16/15 CASH MPG 7539111 Ave 6 Seattle, WA 98109 (206)286.164D rwwlpg.com 2502 Jefferson Ave Tacoma, WA 98402 (253)627-0720 TUKWILA URBAN CENTER PEDESTRIAN / BICYCLE BRIDGE LANDSCAPE PLANS TRAIL STA 70+50 TO 74 +75 L104 ,, DO date revisions 119 of 139 file no 12005LPN01.DWG date 10/10/2015 BOTANICAL NAME/ COMMON NAME QTY T13 SAUX LUCIDA/ PACIFIC WILLOW 75 114 POPULUS BALSAMIFERA/ BLACK COTTONWOOD 75 115 CORNUS STOLONIFERA/ RED—OSIER DOGWOOD 75 15 PSEUDOTSUGA MENZIESII/ DOUGLAS FIR (1 GAL) 6 T18 PRUNUS EMARGINATA/ BITTER CHERRY 6 T11 ACER CIRCINATUM/ VINE MAPLE 9 S9 PHYSOCARPUS CAPITATUS/ PACIFIC NINEBARK 35 S10 SAMBUCUS RACEMOSA/ RED ELDERBERRY 60 S11 ROSA NUTKANA/ NOOTKA ROSE 60 S12 LONICERA INVOLUCRATA/ BLACK TMNBERRY 110 S13 RUBUS PARVIFLORUS/ THIMBLEBERRY 110 S14 SYMPHORICARPOS MOWS/ TRAIUNG SNOWBERRY 110 Permit No. Pian review approval is subject to Approval of construction docurne issions7 authorize the violation of any adopted code or ordin: '`,,`Receipt. of approved Field Copy :. • ditions is acknc ii'edged 8 . ` A.. Da���3%2�I.c City of Tukwila BUILDING DIVISION SEE EAST BRIDGE ABUTMENT PLANTING ENLARGEMENT, SHEET L105 100' SHOREUNE BUFFER SEE SHEET L106 FOR TOPSOIL REQUIREMENTS, INCLUDING BACK -OF -WALK RESTORATION. CONSTRUCTION NOTES 0 EXISTING TREE(S) TO REMAIN, SAVE AND PROTECT PER DETAIL SHEET L502. 03 PLANTING AREA; INSTALL 2- BARK OR WOOD CHIP MULCH, TYP. 0 NATIVE TREE REPLANTING AREA, SEE SCHEDULE AND PLANT LAYOUT DETAIL SHEETS L501—L502. OSHOREUNE RESTORATION AREA (APPROX.). CLEAR AND GRUB ALL 8 INVASIVE AND NON—NATIVE SPECIES; AREAS OF EXISTING NATIVE VEGETATION SHALL BE SAVED AND PROTECTED AS DIRECTED BY THE ENGINEER. INSTALL BIODEGRADABLE EROSION CONTROL BLANKET AND REPLANT AU. DISTURBED AREAS PER SCHEDULE, SHEET L501. FINAL RESTORATION UMITS TO BE DETERMINED IN THE FIELD BASED ON EXTENTS OF INVASIVES REMOVAL AND CONSTRUCTION DISTURBANCE. 0 SWALE AND RAINGARDEN AREA; INSTALL 2- BARK OR WOOD CHIP MULCH, TYP. NATIVE GRASS AREA; HYDROSEED WITH NATIVE GRASS SEED MIX. TO 11 THE EXTENTS OF DISTURBANCE. A SALVAGED LARGE WOODY DEBRIS (LW.D.). LOCATION SHOWN IS APPROXIMATE; ACTUAL LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. 14 LANDSCAPE ROCKS, TW. (SALVAGED AND/OR PROCURED); SEE SHEET UD501. 15 ROCK DETERRENT PAD; SEE SHEET UD501. 16 INSTALL 2. BARK OR WOOD CHIP MULCH AROUND SERVICE CABINETS. E -E NATIVE TREE QUANTITIES; SEE TABLE(S) THIS SHEET. 0 NATIVE TREE QUANTITIES; SEE TABLE(S) THIS SHEET. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2016 • frJ City of Tukwila BUILDING DIVISION PLANT SYMBOL PLANT QUANTITY SEE SHEETS L501 & L502 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES 100% REVIEW SUBMITTAL PUBLIC WORKS DEPT_ *ENGINEERING * STREETS *WATER* SEWER*BUILDING * by designed drawn checked oral elle prof dir field bk no CS CS LG date 10/16/15 10/16/15 10/16/15 CASH MPG 7539111 Ave 6 Seattle, WA 98109 (206)286.164D rwwlpg.com 2502 Jefferson Ave Tacoma, WA 98402 (253)627-0720 TUKWILA URBAN CENTER PEDESTRIAN / BICYCLE BRIDGE LANDSCAPE PLANS TRAIL STA 70+50 TO 74 +75 L104 ,, DO date revisions 119 of 139 file no 12005LPN01.DWG date 10/10/2015 FINISHED GRADE TRUNK TREE STAKE PLAN z TYPICAL STREET TREE PLANTING DETAIL NTS PREVAIUNG WIND TREE STAKE ROOT BALL NON-ABRASIVE RUBBER TREE TIES ATTACHMENT 5 2" DIA. WOOD STAKE; STAKES SHOULD BE LOCATED OUTSIDE OF ROOT BALL AND SHALL NOT INTERFERE WITH PERMANENT BRANCHES ROOT FLARE SHALL BE LOCATED ABOVE GROUND UNE; TOP OF R00T BALL SHALL BE FLUSH WITH FINISHED GRADE 4" SOIL BERM ABOVE ROOT BALL SURFACE; BERM SHALL BEGIN AT ROOT BALL EDGE 2" BARK OR WOOD CHIP MULCH; KEEP AWAY FROM TREE TRUNK TOPSOIL TYPE A CONCRETE SIDEWALK SCARIFY SUBGRADE PRIOR TO TOPSOIL INSTALLATION RECOMPACT SUBGRADE BELOW ROOT BALL TO PREVENT SETTLING TREE STAKE TREE STAKE PREVAILING R00T BALL TRUNK STAKING PLANTREE STAKE WAND TYPICAL ACCENT TREE PLANTING DETAIL NTS 2" DIA. WOOD STAKE; STAKES SHOULD BE LOCATED OUTSIDE OF ROOT BALL AND SHALL NOT INTERFERE WITH PERMANENT BRANCHES SPECIFIED SPACING, TYP. R00T FLARE SHALL BE LOCATED ABOVE GROUND LINE; TOP OF R00T BALL SHALL BE FLUSH WITH FINISHED GRADE 4" SOIL BERM ABOVE ROOT BALL SURFACE; BERM SHALL BEGIN AT ROOT BALL EDGE FINISH GRADE 2" BARK OR WOOD CHIP MULCH; KEEP AWAY FROM TREE TRUNK TOPSOIL TYPE A OR AMENDED NATIVE TOPSOIL; SEE PLANS NON-ABRASIVE RUBBER TREE TIES AT 3i TREE HEIGHT ROOT FLARE SHALL BE LOCATED ABOVE GROUND UNE; TOP OF ROOT BALL SHALL BE FLUSH WITH FINISH GRADE 4" SOIL BERM ABOVE ROOT BALL SURFACE; BERM SHALL BEGIN AT R00T BALL EDGE 2" BARK OR WOOD CHIP MULCH; KEEP AWAY FROM TREE TRUNK FINISH GRADE TOPSOIL TYPE A OR AMENDED NATIVE TOPS01; SEE PLANS SCARIFY SUBGRADE PRIOR TO TOPSOIL INSTALLATION RECOMPACT SUBGRADE BELOW ROOT BALL TO PREVENT SETTLING RECOMPACT TOPSOIL BELOW ROOT BALL TO PREVENT SETTLING SCARIFY SUBGRADE PRIOR 10 TOPSOIL INSTALLATION TYPICAL SHRUB/GROUNDCOVER PLANTING DETAIL NTS VARIES; SEE TABLE THIS SHEET TREE (6' O.C.) SHRUB (36"-60" O.C.) SPECIFIED SPACING, TYP. 0 O O OCI O ODO O TYPICAL RIVERBANK RESTORATION PLANT LAYOUT NTS NOTES: 1. LAYOUT OF SHRUBS IS CONTINUOUS THROUGH TREES. 2. ADJUST SHRUBS AS NECESSARY TO PROVIDE MIN. 2' OFFSET FROM TREES. \ \ 1'-0" MAX TO UNIT OF GRADING TREE PLANTING NOTES 1. TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOTBALL DIAMETER. 2. CUT ALL TIES AND REMOVE BURLAP FROM ROOTBALL 3. REMOVE ALL PLASTIC AND -WINE 4. BACKFILL TOPSOIL AROUND ROOT BALL IN 6' UFTS AND UGHTLY RECOMPACT EACH LIFT; AFTER BACKFILLING, WATER IN ROOT BALL TO SETTLE THE SOIL. 5. PLANT TREES WITH ROOT FLARE 1:e V1" FOR ROOTBALL WITH SOIL. Y TJNCai4 NC APPROVAUG 19 2016 6. 00 NOT OVERT1GHTEN TREE BE WITHOUT CHAFFING. TREE PROTECTION FENCI City of Tukwila SING DIVISIO TREE AGE DISTANCE FROM TRUNK YOUNG (<20% OF LIFE EXPECT.) 0.75' PER 1" OF TRUNK DIA. MATURE (20-80% OF UFE EXPECT.) 1.00' PER 1" OF TRUNK DIA. OVER MATURE (>80% OF UFE EXPECT.) 1.50' PER 1" OF TRUNK DIA. TREE PROTECTION NOTES 1. SIX F00T HIGH HIGH -VISIBILITY FENCE SHALL BE PLACED AROUND TREE TO BE SAVED AT RADIUS INDICATED IN TABLE ABOVE. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREE PROTECTION FENCING SHALL BE CONSOUDATED AROUND SIGNIFICANT GROUPINGS OF EXISTING TREES TO REMAIN WHERE POSSIBLE; ENTIRE REQUIRED RADIUS AROUND INDIVIDUAL TREES WITHIN THE GROUPING SHALL BE PROTECTED AS INDICATED IN TABLE ABOVE. ENGINEER TO APPROVE TREE PROTECTION FENCING LAYOUT PRIOR TO START OF CONSTRUCTION ACTIVITIES. 3. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF R00T. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. a pyr4/o,iv ii C13.4- (3 WORK WITHIN PROTECTION FENCE, IF REQUIRED, SH BE DONE BY HAND UNDER SUPERVISION OF THE CITY'S ARO . NO STOCKPILE OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WATHIN THE OMITS OF THE FENCING. PORTIONS OF THE CHAIN UNK FENCE MAY BE MOVED 1/3 INTO THE TREE PROTECTION FENCING AREA IF UNABLE TO PROTECT ENTIRE AREA. THIS IS ONLY PERMITTED FOR PORTIONS OF THE TREE PROTECTION FENCING AREA THAT ARE IN CONFUCT WITH Arai, CONSTRUCTION ACTIVITIES BASED UPON ENGINEER'SAPPROVAL 6. ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEER PRIOR TO START OF CONSTRUCTION ACTIVITIES. 7. ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING OMITS, SHALL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIV111ES. 8. MAINTAIN FENCING IN PLACE UNTIL THE CITY AUTHORIZES REMOVAL OR A FINAL APPROVAL IS ISSUED. 9. SIGNS SHALL BE ATTACHED TO THE TREE PROTECTION FENCING STATING THAT THE TREE IS DESIGNATED FOR PROTECTION AND THE AREA INSIDE OF THE FENCE IS NOT TO BE DISTURBED UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE ENGINEER ,A/utsVIEW SUBMITTAL, _v171R /\ �n1iti \/\/• \%/ /\//i /\/\ X/ TREE PROTECTION DETAIL NTS r,A OAS.) t7f%P LVW Von *4001 Sf4 04/14 GJ.ts.; $ cry 1(k'L ?wield) L502 } PUBLIC WORKS DEPT_ *ENGINEERING *STREETS *WATER* SEWER*BUILDING* by designed drawn checked proj eng prof dir field bk no cs cs LG date 10/16/15 10/16/15 10/16/15 KPa 153 9N Ave N Seattle, WA 96109 (206)2861640 wnw 1pg.com 2502 Jefferson Ave Tacoma, WA 98402 (253) 627.0720 TUKWILA URBAN CENTER PEDESTRIAN / BICYCLE BRIDGE LANDSCAPE DETAILS no date revisions 123 of 139 file no 12005LPNO1.DWG date mower' 1t ( L3/S" Works Department for conformance with current City standards. Acceptance is subject to errors and omi ado for desig dra% and for su do not authorize violations of s or ordinances. The responsibility of the design rests totally with th s, deletions or revisions to these date will void this acceptance resubmittal of revised drawings oval. e 0 I I Final the Pu Date: ubject to field inspection by ilities inspector. By: CAP EX STING WATER SERVICE AT METER. PROTECT WATER METER. REVIEWED OR CODE COMPLIi NCE APPROVED AUG 19 2016 City of Tukwila BUILDING DIVIti RECEIVED CITY OF TUKWILA AUG 10 2016 PERMIT CENTER 1 0 -i- co ,n 20 SCALE / /// c—LL ABANDON SEPTIC SYSTEM AND TANK ON—SITE 01- TUKWILA URBAN CENTER PEDESTRIAN/BICYCLE BRIDGE DEMO EX/STING HOUSE -16113 WEST VALLEY HIGHWAY SB STRUCTURES tNli _ ^ COT: 3.90510403 � V l,. oM01 11, - •.n. 760 13.5O.F. 2 0 ? te././4.0fs 7 }4/E5-7- VALLEY NIGHA/Ay REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 9 2016 City of Tukwila ILDING DIVISION N SEPric YsTE/9 (geFeReNC-6 oNi„0-1 016# • ADDRESS OF PROPERTY i••••:..; .1 SEATTLE -KING COUNTY DEPARTMENT OF PUBLIC HEALTH ,e1, ;if - DIVISION OF SANITATION 904 Public Safety Building , • AS -BUILT SEWAGE DISPOSAL PLAN ••• • . tSs.bmit in Trcate) . ' ' LEGA1_17E8CRIPTIONi , , PERMIT NO...•-•:. -.Is-a .. . Owner /Itl'A,•!! < •,..j. (.. 't isii,-, ,...,/ Address ,z, „,./. p„,„,„ .i ...: Builder, / Address , i ! ,I , ...." . CiesIgne! E.: ,I.- • . 1/.; :..1.......41 A4 S- Address.....11(: •••..`:".; c - .----,phoneh 5 (7-1/145; Installer .1!!"./:'AC..7. ! L., /- Address ' f• -•-Th' •:-. .' %., • . /,!:?' 4.4 ey i,, y. Phone .•{:•-•4 I hereby c...lify the accompanying drawing is an accurate representation of the system installed at the listed address. I further cerfliy all ;nommen- dationS and restrictions (concensing mumikes ooze.. maintenance of grades, Sits. suffice drains, etc.) lated by me on my:approval site plan (or latest approved revision thereof) dated'IS" have been complied wIth.1 fur" -r certify that this system meets all requirerreentstof the Rules and Regulations established under King Cou,:.? Resolution No. 22873 or City of Seseie - inane No. 90181 whichever Is applicable. r; r ri /./...1..,f," • ,••./.•sr-- '.4'... ' ‘-4-"....e..........e...,,,,,,-,-; .4../.. -,•0 ..e."..F. CAMIVFICATI NO. •141.11iNe a. ager•ften Date Accepted Signature of Sanitarian Lie Remarks, TO BE FILLED IN DY HEALTH DEPARTMENT ONLY Date Not Accepted .0 • iir—r% tiL. • '••••-• C. 11 •r• SOLITHEAsT flE4LTH INSTRUCTIONS: You may's:se tne reverse side of this form for the drawing or attech•uparate sheet.Use a wile which will permit the greatest titan and still contain the entire site on one page. • ; ATTENTION HOME OWNER, Your septic tank has limitationsl It was designed and installed to care for an average -size family. Overloading the septic tank or disturbance of the drainfield may seriously impair satisfactory imeratIon. Points to remember, 1. Have your tank checked periodically to see if pumping is necessary (2I•S•3 years). 4 2 Do not channel ground water, surface water, footing drains or downspouts into the tank or drainflekL 3. Do not excavate. fill. place a structure, driveway or patio in, on. or over the drainfielt 4. Limit toilet fixture disposal M sanitary wastes sod toilet tissue. 5. Detergents and bleaches used in nomsat household quantities will not harm the action of the septic tank and disposal field, via .8.0•311 '1 •• • L Beginning at the intersection of the North margin of the Bow Lake Pipe Line and the West margin of the West Valley Road; thence running Nortb along the West margin•of the West Valley Road a distance of 380 feet; thence westerly 20 feet more or less to the East bank of the Green River; thence south— erly along the East bank of the Green River to the Borth margin of the Bow Lake Pipe Line; thence East 178 feet along the North margin of the Bow Lake Pipe Line to the point of beginning... This diecription being a pdrtion•of Henry Meader Donation Claim Y46. Situated in Sections 24 and 25, Township 23, Range 4, E.W..M., Sing County. State of Washington. RECEIVED AUG 0 iSE€ SOUTHEAST DD:TRICT HEALTH OFFICE TECHNICAL MEMORANDUM TO: David McMullen, KPF FROM: Rosemary Trimmer and Tim Syverso DATE: June 17, 2015 IA LANDAU ASSOCIATES CITY OF TUKWILA AUG 10 2016 PERR OT CENTER RE: FINDINGS OF ASBESTOS -CONTAINING MATERIAL AND LEAD-BASED PAINT SURVEY 16113 WEST VALLEY HIGHWAY PROPERTY TUKWILA PEDESTRIAN BRIDGE PROJECT TUKWILA, WASHINGTON INTRODUCTION On behalf of the City of Tukwila, Landau Associates, under contract to KPFF, is conducting a Phase I Environmental Site Assessment (ESA) in accordance with ASTM International's Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, E 1527-05, for the residential property located at 16113 West Valley Highway in Tukwila, Washington (subject property) and a screening -level environmental assessment for other properties located west of the Green River associated with the Tukwila Pedestrian Bridge Project (Figure 1). Landau Associates has completed the Phase I ESA data collection and analysis for the subject property. Access has not been provided to the properties to the west of the Green River, so the screening -level environmental assessment for these properties is pending. In addition to the Phase I ESA, a pre -demolition survey for asbestos -containing material (ACM) and lead-based paint (LBP) was conducted at the subject property on November 15, 2012 to identify potentially hazardous building materials that may require special handling during demolition of the existing residential building and outbuilding. This technical memorandum summarizes the findings of the survey, in accordance with our scope of services. The results of the Phase I ESA will be provided in a report that will be submitted under separate cover. Landau Associates subcontracted with RGA Environmental, Inc. (RGA) to conduct the pre - demolition survey. RGA's complete survey report is provided in Attachment 1 and a summary of its findings is included below. Samples were collected by RGA of selected materials throughout the residence on the subject property for analysis for asbestos. As summarized in Table 1 of the RGA report, three types of ACM were identified during the survey: • Gypsum wallboard and joint compound, located in the bathroom and garage [approximate quantity: 1,100 square feet (ft2) • Beige vinyl sheet flooring, located in the kitchen and one of the bedroom closets (approximate quantity: 550 ft2) pu,. o2Z8 130 2nd Avenue South • Edmonds, WA 98020 • (425) 778-0907 • fax (425) 778-6409 • www.landauinc.com • Mastic associated with wood wall paneling, located in the living room (approximate quantity: 750 ft2). Lead -containing and lead-based paints and coatings were identified at the subject property by RGA and are listed in Table 3 of the RGA report. Occupational Safety and Health Administration (OSHA) and Washington Industrial Safety and Health Administration (WISHA) regulations state that any detectable lead concentrations shall be considered regulated. Based on x-ray fluorescence (XRF) testing, 28 of the 35 paint coatings tested from throughout the residence on the subject property during the survey contained detectable and reportable quantities of lead, and 6 paint coatings were classifiable as LBP. The six paint coatings classifiable as LBP were found in the living room, hallway, bathroom, and kitchen of the residential building, on the exterior of the residential building, and on the exterior of the outbuilding on the subject property. Based on Toxicity Characteristic Leaching Procedure (TCLP) sampling and analysis, the waste stream for all structures tested at the subject property contained leachable lead below the regulatory limit of 5.0 milligrams per liter; therefore, the material is not classified as hazardous waste based on lead content. In addition to the ACM and LBP described above, other potentially hazardous material observed at the subject property included the following: • Two 4 -ft fluorescent light tubes and three compact fluorescent bulbs containing mercury vapor were observed in the kitchen, attic, and garage • A refrigerator containing chemical coolants was observed in the kitchen • Two lead -acid batteries were observed inside a wall -mounted security panel in one of the bedrooms. OPINION AND RECOMMENDATIONS The presence of ACM and LBP raises concerns about worker and environmental protection. Special precautions will need to be taken during remodeling or demolition activities to address the presence of these materials. Federal and state regulations require that a copy of the hazardous building materials survey report be on site and available for review during the entirety of any renovation or demolition activities. The ACM must be removed by a certified abatement contractor before any renovation or demolition can occur. The fluorescent light tubes and bulbs, refrigerator, and lead -acid batteries should be handled and disposed of according to applicable regulations. 06/17/15 P:\121\009\030\FileRm\R\ACM-LBP Survey\ACM-LBP Survey_tm-06-17-15.docx LANDAU ASSOCIATES 2 USE OF THIS TECHNICAL MEMORANDUM This technical memorandum has been prepared for the exclusive use of the City of Tukwila for specific application to the Tukwila Pedestrian Bridge Project. No other party is entitled to rely on the information, conclusions, and recommendations included in this document without the express written consent of Landau Associates. Further, the reuse of information, conclusions, and recommendations provided herein for extensions of the project or for any other project, without review and authorization by Landau Associates, shall be at the user's sole risk. Landau Associates warrants that within the limitations of scope, schedule, and budget, our services have been provided in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions as this project. We make no other warranty, either express or implied. RWT/TLS/ccy ATTACHMENTS Figure 1: Vicinity Map Attachment 1: RGA Environmental, Inc. Hazardous Materials Survey Report 06/17/15 P:\121\009\030\FileRm\RWCM-LBP Survey\ACM-LBP Survey_tm-06-17-15.docx LANDAU ASSOCIATES 3 Oakesdale 7 mt 7fF5=-"'""' Project Location Corporat Corporal Project Location IA LANDAU ASSOCIATES Data Source: ESRI. 2006. Washington Tukwila Urban Center, Pedestrian/Bicycle Bridge Tukwila, Washington Vicinity Map Figure 1 ATTACHMENT 1 RGA Environmental, Inc. Hazardous Materials Survey Report ZRGA ENVIRONMENTAL November 28, 2012 Tim Syverson Landau Associates, Inc. 130 2nd Avenue South Edmonds, WA. 98020 RE: Hazardous Materials Survey Report 16113 West Valley Highway Tukwila, Washington (Project # LAND28916) Dear Mr. Syverson, Attached is the RGA Environmental hazardous materials survey report for the residence located at 16113 West Valley Highway in Tukwila, WA. We appreciate the opportunity to have been of service to you. If you have any questions regarding this report feel free to contact me at (206) 281-8858. Sincerely, Any la Harkins Project Manager RGA Environmental, Inc. 1730 Minor Avenue Seattle, Washington 98101 206.281.8858 206.281.8922 fax RG A ENVIRONMENTAL Improving Lives, Reducing Risks Hazardous Materials Survey Report Residence 16113 West Valley Highway Tukwila, Washington Project No. LAND28916 Prepared for: Tim Syverson Landau Associates, Inc. 130 2nd Avenue South Edmonds, Washington Prepared by: RGA Environmental, Inc. 1730 Minor Avenue, Suite 900 Seattle, WA 98101 206-281-8858 November 28, 2012 Report prepared by: Report reviewed by: Project Manager Senior Project Manager Angela Harkins Eric Hartman www.rgaenv.com Table of Contents Section Page 1.0 EXECUTIVE SUMMARY 1 2.0 INTRODUCTION 2 3.0 REGULATORY COMPLIANCE 3 4.0 SAMPLING PLAN AND LABORATORY ANALYSIS 4 5.0 SURVEY RESULTS 7 6.0 CONCLUSIONS AND RECOMENDATIONS 15 7.0 LIMITS OF SURVEY 16 Attachments: • Laboratory Results • Sample Location Drawings • WRD 23.30 • RGA Certifications 1.0 EXECUTIVE SUMMARY On November 15, 2012, Mr. John McCaslin of RGA Environmental, Inc. (RGA) conducted a hazardous materials survey for suspect asbestos -containing building materials, lead containing coatings, and other hazardous materials throughout the residence located at 16113 West Valley Highway in Tukwila, WA. A representative sample of the projected waste stream for demolition of the residence was also collected for TCLP analysis. This survey was conducted at the request of Mr. Tim Syverson of Landau Associates, Inc. in preparation for the planned demolition at this location. 1.1 Asbestos See Table 1 below for a summary of the asbestos containing materials found in the survey. Table 1- Summary of Asbestos -Containing Materials found in the residence located at 16113 West Valley Highway in Tukwila, WA. Material Description (Homogeneous Material) Location Asbestos Content Approximate Quantity* Gypsum wallboard and joint compound Bathroom and throughout garage Layer 2: 2% Chrysotile Wall unit as a whole: <1% Chrysotile 1100 SF Beige vinyl sheet flooring Kitchen and bedroom 2 closet Layer 2 (backing): 40% Chrysotile 550 SF Mastic associated with wood wall paneling Living room Layer 3: Brown mastic - 5% Chrysotile 750 SF *SF —Square Feet The full scope of sampling is presented in Section 5. 1.2 Lead Based on XRF paint testing, 28 homogeneous painted components tested were found to have detectable quantities of lead; 6 of them were classifiable as lead-based paint'. A complete table of paint coatings tested can be found in section 5.2 below. 1.3 Leachable Lead via TCLP TCLP sample results from the residence located at 16113 West Valley Highway in Tukwila, WA. was below the regulatory limit of 5.0 milligrams per Liter (mg/L) for waste stream characterization of lead, in compliance with 40 CFR §261.24 1.4 Other Hazardous Materials In addition to asbestos and lead containing materials RGA noted the presence of building components containing other hazardous materials which will require special disposal prior to demolition. These items include: mercury vapor containing components such as fluorescent bulbs, a refrigeration unit that may contain regulated refrigerants and lead acid batteries. 1 As defined by EPA/HUD, See Section 3.2 below LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials 1 Report 1.4.1 Mercury Containing Building Components Two 4' fluorescent light tubes were observed in the attic and 3 compact fluorescent bulbs were observed in both the attached garage and kitchen of the residence located at 16113 West Valley Highway in Tukwila, WA. 1.4.2 CFC Containing Building Components One (1) refrigerator was noted in the kitchen of the residence located at 16113 West Valley Highway in Tukwila, WA. Refrigerators may contain regulated refrigerants such as Freon or other types of chemical coolants that require special handling and disposal. 1.4.3 Lead Acid Batteries (Security Wall Panel) Two lead acid batteries were observed inside a wall mounted security panel box in bedroom 2 of the residence located at 16113 West Valley Highway in Tukwila, WA. 2.0 INTRODUCTION On November 15, 2012, Mr. John McCaslin of RGA Environmental, Inc. (RGA) conducted a hazardous materials survey for suspect asbestos -containing building materials, lead containing coatings, and other hazardous materials throughout the residence located at 16113 West Valley Highway in Tukwila, WA. A representative sample of the projected waste stream for demolition of the residence was also collected for TCLP analysis. Mr. McCaslin is an Asbestos Hazard Emergency Response Act (AHERA) certified building inspector (Certificate # 12-0923, Expiration Date 05/10/2013). Mr. McCaslin is a Washington State Department of Commerce certified lead risk assessor/inspector (Certificate # 6039, Expiration Date 06/09/15). A copy of his certificates can be found in the enclosed attachments. This survey was conducted to document the presence of and locations of hazardous materials within the building for the purpose of demolition. All building areas were visited and samples were collected of building materials suspected to contain asbestos (wallboard, flooring materials, and other miscellaneous materials). Paint coatings were non-destructively tested for lead content. Mercury -containing fluorescent light fixture bulbs, refrigeration units that may contain CFC's and lead acid batteries inside security control panels were inventoried. A visual inspection for household hazardous waste was conducted and none were observed throughout the buildings. See Table 2 for a list of materials sampled for asbestos and table 3 for a list of paint coatings tested. Efforts were made during the inspection to find all asbestos containing materials in the residential building. Limited penetrations were made through walls, floors, and ceilings to identify concealed materials. If additional suspect materials are identified in wall cavities or under the building that were not included in this survey, the demolition/renovation work should halt and an accredited AHERA inspector should sample untested suspect materials for the presence of asbestos. Any materials not sampled and properly identified must be sampled by an AHERA inspector prior to disturbance. The building located at 16113 West Valley Highway is a stick built single story residential structure with both attic and crawl spaces and an attached garage. The property also has a detached utility shed. The exterior of the building consists of wood siding and the roofing materials of the residence are composite 3 -tab while the roofing materials of the attached garage are built-up. Interior walls of the residence are wood, while the interior walls and ceiling of the attached garage are gypsum wallboard. The ceilings of the residence are primarily 1'X1' ceiling tiles; flooring materials in the residence include hard wood, ceramic tiles and laminate. LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials 2 Report All contractors working on the building site must review this inspection report prior to participating in the renovation, per WAC 296-62-07721 "Communication of Hazards to Employees." 3.0 REGULATORY COMPLIANCE 3.1 Asbestos The intent of the asbestos survey is to comply with governing asbestos regulations required by the State of Washington and Puget Sound Clean Air Agency (PSCAA). The State of Washington requires a written "good faith inspection" for identification of asbestos -containing materials prior to any remodeling, maintenance, or demolition work. During demolition and construction work, it is the responsibility of the owner and the contractors to make this survey document available to all concerned parties who may be handling the building materials. Additionally, PSCAA requires that a copy of the written asbestos survey be made available on-site for inspection by a PSCAA Control Officer during construction and demolition work. The survey is required to be performed in accordance with 40 CFR 763.86. These federal standards require inspections to be conducted by an EPA/AHERA accredited building inspector with analysis to be provided by an asbestos laboratory accredited by the National Bureau of Standards. The requirements are described in Article 1 and Article 4 of PSCAA's Asbestos Control Standards. All survey work was conducted in compliance with the above mentioned standards. 3.2 Lead The Washington State Department of Labor and Industries defines a lead-based paint to be a coating with any detectable lead. The United States Environmental Protection Agency (EPA) and US Department of Housing and Urban Development (HUD) have defined a lead-based paint as any coating containing greater than 0.5% lead or 1.0 mg/cm2 of lead. In Washington, workers disturbing lead -containing coatings are covered under the lead standard (WAC 296-155-176) until shown they are not being exposed above the action limit of 30 p.g/m3 and the permissible exposure limit of 50 p.g/m3. The requirements of this standard include, but are not limited to, air monitoring, respiratory protection, medical surveillance, lead work plan, warning signs, and wash stations. When lead is discovered in a paint coating, worker protection and environmental protection requirements apply to all construction activities that may disturb these coatings. The issues surrounding the demolition of materials that have lead -containing coatings include worker exposure, public health, and waste characterization. 3.2.1 Worker Exposure to Lead WAC 296-155-176, Lead, applies to all construction work where an employee may be occupationally exposed to lead. Construction work includes activities such as demolition or salvage, removal or encapsulation, and renovation of materials that contain lead. When a worker may be exposed to lead, the employer must take the following actions according to WAC 296-155-176: 1. Perform an exposure assessment for each operation where the employee may be exposed to lead at or above 30 micrograms per cubic meter (µg/m3). The exposure assessment consists of personal air monitoring to determine representative lead exposure levels for the work being performed. LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials 3 Report 2. During the exposure assessment for demolition operations, the employer must provide and require to be worn half -mask air -purifying respirators equipped with high efficiency particulate air (NEPA) filters and disposable clothing. 3. A designated change area which allows for separate storage areas for work and street clothing to prevent cross contamination. 4. Hand washing facilities to allow employees to wash their hands and faces. 5. Biological monitoring in the form of blood sampling and analysis for lead and zinc protoporphyrin levels. 6. Training to include hazard communication, safety, and the limitations, proper use, and maintenance of respirators. In addition to the protective equipment and hygiene requirements, the employer must attempt to reduce the levels of airborne lead through the use of engineering controls such as ventilation and wet methods. 3.2.2 Public Health The owner should ensure that the general public will not have access to the site during renovation activities. In addition, controlling visible emissions (dust) will decrease the airborne concentration of lead, thus decreasing the airborne exposure levels of the general public and potential contamination of surrounding areas from dust migration. Lead -Based Paint Renovation The requirements of WAC 365-230-270, Lead -Based Paint Renovation, apply to "Target Housing or child - occupied facilities" that have paint or other surface coatings that contain lead equal to or in excess of 1.0 mg/cm2 or 0.5% by weight as determined by an inspector or risk assessor or by a certified renovator using an EPA approved test kit. Requirements of WAC 365-230-270 for performing work in target housing include the following: 1. Distribution of information on lead paint hazards to housing occupants 2. Certification of the (Contractor) as a Lead Renovator 3. Certification of the firm as a lead renovation firm 4. Documented training of project workers, and working supervisor, in Lead Safe Work Practices 5. Utilize Lead Safe Work Practices in execution of the project 6. Documentation of cleaning verification or clearance testing, as required, at the completion of the project 7. Recordkeeping packet to be kept for 3 years by contractor, with a copy supplied to client at close of project. 4.0 SAMPLING PLAN AND LABORATORY ANALYSIS 4.1 Asbestos 4.1.1 Objectives The objective of the survey was to determine the quantity and location of building materials (wallboard, flooring materials, etc.) that contain asbestos. LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials 4 Report 4.1.2 Asbestos Sampling Protocol This survey was conducted using a protocol adapted from the Asbestos Hazard Emergency Response Act (AHERA). The protocol is as follows: 1. Group materials into homogeneous sampling areas based on visual observations and information provided about building renovations. 2. Quantify each homogeneous sampling area and collect samples from each area using the "3-5-7" criteria for surfacing material to determine the number of samples needed. Quantify and collect a minimum of three samples of each thermal system insulation. The number of samples collected of miscellaneous materials was determined by the inspector. 3. Samples were collected from areas of easy access and minimum disturbance to building occupants. 4. Samples of each material were taken to the substrate, ensuring that all components of the material were included. 5. Sampling was performed by an AHERA accredited building inspector. 4.1.3 Asbestos Sampling Procedure 1. Label sample container with unique identification number. Record sample number, sample location, type of material, and approximate material quantity on data form. 2. Extract sample using a clean knife or other tool to collect approximately one tablespoon of the material. Penetrate all layers of material. 3. Place sample in a container and tightly seal it. 4. Clean tools with wet wipes. Clean any material debris from sampling area. 4.1.3 Asbestos Laboratory Analysis The bulk samples were analyzed by RGA Laboratory using polarized light microscopy (PLM) with dispersion staining in accordance with US EPA method 600/R-93/116 as specified in 40 CFR Chapter I (7-1- 93 edition) Part 763, Subpart F, Appendix A, pages 499-504. Polarizing light microscopy quantifies asbestos concentrations at between 100% and 1% detection levels. Levels below 1% can only be stated as "trace" or "less than 1% (< 1%)". RGA Laboratory is a member of the National Voluntary Laboratory Accreditation Program (NVLAP), NVLAP Code #200613-0. Samples were not analyzed by point count to determine asbestos concentrations. For samples containing more than one separable layer of materials, the laboratory report will include findings for each layer (labeled L-1 for layer one and L-2 for layer two, etc.) and a total percentage for the entire sample, if applicable. The asbestos concentration in the sample is determined by visual estimation. 4.2 XRF (Lead Painted Coatings) Testing 4.2.1 Objectives The objective of the testing was to determine locations of coatings that are lead containing and the percentage of lead in these coatings. LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials 5 Report 4.2.2 XRF Testing Procedure Each painted component type was tested for the presence of LBP and one bulk paint chip sample was collected for quality control purposes. All building components to be impacted during renovations were tested. The results were recorded on data sheets (see attached documents). After completing the testing of the building, components were identified as LBP or non -LBP based on presence of detectable lead. Painted components, which resulted in positive results, were classified as positive. Painted components testing as negative were classified as negative. No destructive QC samples (paint samples) were taken, as typically done when inconclusive results are found, as there were no inconclusive results. 4.2.3 X -Ray Fluorescence (XRF) An XRF Lead Analyzer is a portable, in-situ measuring instrument that uses x-ray fluorescence to test for lead in paint. The XRF sends energy in the form of a gamma ray photon into the paint or coating on a - wall. Some of the gamma rays strike the inner shells of atoms, resulting in the electron being dislodged from their orbit. The atom then becomes unstable. To regain stability, the atom fills the gap left by the lost electron with an electron from one of its outer shells. This causes the release of an x-ray photon (fluorescence). This photon has an energy level "characteristic" of the type of element (like lead) that it came from. The XRF then measures the energy level and quantity of returning x-ray photons to determine the quantity of lead (or other element of interest) present at the sample point. The instrument used for this inspection was an Innov-X Inspector XRF Lead Analyzer, serial # M11820. Samples were collected in "Lead Paint Analysis" mode requiring no substrate correction sampling (paint chip sampling). Calibration checks of the instrument were performed using NIST Standard Reference Material (SRM) 2573 (1.040 mg/cm2 ± 0.064) and 2570 (0.0 mg/cm2) before each sampling activity, every 4 hours during sampling, and after each sampling activity. Calibration checks were satisfactory, indicating the instrument was functioning properly and in calibration. 4.3 TCLP Testing 4.3.1 Objectives The objective of the TCLP sampling was to determine whether the waste stream of the structure to be renovated or demolished is considered hazardous or non -hazardous waste. A hazardous waste is defined as a waste stream which contains leachable lead above the allowable limit of 5 parts per million (ppm). 4.3.2 TCLP Sampling Procedure Field observations were used to determine which materials would be part of the waste stream and their representative quantities in this waste stream. These materials were sampled in quantities which estimate their contribution to the anticipated total waste stream for the building. 4.3.3 TCLP Laboratory Analysis Examination of these samples was conducted for the presence of leachable lead using atomic absorption spectrophotometry (AAS) in accordance with EPA SW -846 Method 1311/7420 (Toxicity Characteristic Leachate Process). This method reports results in milligrams of leachable lead per liter of extraction fluid (mg/L), which are equivalent to ppm. LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials 6 Report 5.0 SURVEY RESULTS 5.1 Asbestos Table 2 (below) contains an inventory of the building materials sampled for asbestos in the residential structure located at 16113 West Valley Highway in Tukwila, WA. The location column identifies all locations in the building where the homogenous materials were identified. Actual sample locations are identified in the attached site maps. Table 2 - Building Materials Sampled for Asbestos by RGA in the residence located at 16113 West Valley Highway in Tukwila, WA. Sample ID Material Description Location Asbestos Content Friability 28916-01A Fiberglass insulation and foil wrap on piping Crawlspace No Asbestos Detected Friable 28916-02A CMU mortar Crawlspace No Asbestos Detected Friable 28916-03A Cellulose insulation Attic No Asbestos Detected Friable 28916-04A, 04B Wrap in electrical wiring Throughout No Asbestos Detected Friable 28916-05A, 05B, 05C, 05D, 05E Gypsum wallboard and joint compound Bathroom and garage Layer 2: joint compound — 2% Chrysotile Wall system as a whole: <1% Chrysotile Friable 28916-06A 13" Ceramic wall floor tile, grout and mortar Kitchen No Asbestos Detected Friable 28916-07A Fiberglass reinforced polyethylene sheeting and mastic Kitchen walls No Asbestos Detected Non -Friable 28916-08A 1'X1' Ceiling tiles Kitchen No Asbestos Detected Friable 28916-09A, 09B Beige vinyl sheet flooring Kitchen Layer 2: backing — 40% Chrysotile Friable 28916-10A Paper beneath plywood walls Kitchen No Asbestos Detected Friable 28916-11B Green ceramic wall tile, grout and mastic Bathroom surround No Asbestos Detected Friable 28916-12A 18" Beige ceramic floor tile, grout and mortar Bathroom No Asbestos Detected Friable 28916-13A White caulking Bathroom No Asbestos Detected Non -Friable 28916-14A, 14B, 14C Texturing on wood ceiling Bedroom 1 No Asbestos Detected Friable 28916-15A 18" Beige ceramic floor tile, grout and mortar Bedroom 1 No Asbestos Detected Friable 28916-16A Slip sheeting (2 layers) beneath wood flooring Bedroom 2 No Asbestos Detected Friable 28916-17A Beige vinyl sheet flooring and mastic Bedroom 2 closet Layer 2: backing — 40% Chrysotile Friable 28916-18A 6" Ceramic floor tile, grout and mortar Mantle in living room No Asbestos Detected Friable 28916-19A Mastic associated with wood wall paneling Living room Layer 3: brown adhesive — 5% Chrysotile Non -Friable LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials 7 Report Sample ID Material Description Location Asbestos Content Friability 28916-20A, 20B Black vapor barrier beneath siding Exterior No Asbestos Detected Friable 28916-21A 3 -Tab composite roofing material with felt underlayment Roof No Asbestos Detected Non -Friable 28916-22A Gray rubber membrane roofing and felt underlayment Garage No Asbestos Detected Non -Friable 28916-23A White caulking Exterior windows No Asbestos Detected Non -Friable 28916-24A White rubbery glazing Exterior windows No Asbestos Detected Non -Friable 28916-25A Grout, adhesive and leveling compound associated with patio step West side patio No Asbestos Detected Friable 28916-26A White rubbery glazing Utility shed No Asbestos Detected Non -Friable LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials 8 Report 5.2 XRF Testing Results Table 3 contains the XRF testing results for the residence located at 16113 West Valley Highway in Tukwila, WA. Bolded readings indicate lead-based paint or coating and Italicized bold readings indicate lead -containing paint or coating. Table 3 — XRF Results —16113 West Valley Highway - November 15, 2012 Reading Lead Containing Paint Lead Based Paint *Pb Pb +/- Room Type Side Component Substrate Color Condition 1 NA NA NA NA Standardization Standardization 2 NA NA 0 0 Calibration Calibration Calibration Calibration White Calibration 3 NA NA 1.07 0.04 Calibration Calibration Calibration Calibration Red Calibration 4 NA NA 1.07 0.04 Calibration Calibration Calibration Calibration Red Calibration 5 NA NA 1.07 0.04 Calibration Calibration Calibration Calibration Red Calibration 6 Yes No 0.57 0.18 Living Room East Wall Wood Yellow Intact 7 Yes No 0.05 0.06 Living Room East Wall Wood Yellow Intact 8 Yes No 0.04 0.02 Living Room East Window Frame Wood Brown Intact 9 Yes No 0.63 0.18 Living Room Ceiling Ceiling Tile Ceiling Tile Beige Intact 10 Yes Yes 1.04 0.21 Living Room Ceiling Ceiling Tile Ceiling Tile Beige Intact 11 Yes No 0.98 0.22 Living Room Ceiling Ceiling Tile Ceiling Tile Beige Intact 12 Yes Yes 5 0.67 Living Room North Hearth Ceramic Brown Intact 13 Yes Yes 5 0.68 Living Room North Hearth Ceramic Brown Intact 14 No No 0 0 Living Room Floor Floor Wood Stain Intact LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials Report 9 Reading Lead Lead Based *Pb Pb+1- Room Type Side Component Substrate Color Condition Containing Paint Paint 15 No No 0 0 Living Room East Door Wood Brown Intact 16 No No 0 0 Living Room East Door frame Wood Brown Intact 17 Yes No 0.18 0.06 Hallway North Door frame Wood Brown Intact 18 Yes No 0.03 0.03 Bedroom 1 North Door Wood Brown Intact 19 Yes No 0.74 0.13 Hallway North Wall Wood Yellow Intact 20 Yes Yes 1.19 0.1 Hallway South Wall Wood Yellow Intact 21 No No 0 0 Bedroom 1 Ceiling Ceiling Wood White Intact 22 No No 0 0 Bedroom 1 East Wall Wood Yellow Intact 23 No No 0 0 Bedroom 1 East Wall Wood Yellow Intact 24 No No 0 0 Bedroom 1 South Wall Wood Brown Intact 25 No No 0 0 Bedroom 1 East Wall Cove base Wood Yellow Intact 26 Yes No 0.1 0.04 Bedroom 1 North Window Frame Wood Brown Intact 27 No No 0 0 Bedroom 2 South Wall Crown Molding Wood Brown Intact 28 Yes No 0.01 0.03 Bedroom 2 North Wall Wood Yellow Intact 29 Yes No 0.03 0.03 Bedroom 2 Closet West Wall Wood Brown Intact 30 Yes No 0.01 0.01 Bedroom 2 Closet West Wall Wood Brown Intact 31 Yes No 0.06 0.04 Bedroom 2 Closet West Ceiling Wood White Intact 32 Yes No 0.02 0.03 Bathroom West Wall Drywall Yellow Intact LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials Report • LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials Report I I Reading Lead Lead Based *Pb Pb +1- Room Type Side Component Substrate Color Condition Containing Paint Paint 51 No No 0 0 Kitchen South Door Wood White Intact 52 No No 0 0 Kitchen South Doorframe Wood White Intact 53 No No 0 0 Garage North Wall Drywall Yellow Intact 54 No No 0 0 Garage South Wall Drywall Yellow Intact 55 No No 0 0 Garage Ceiling Ceiling Drywall Blue Intact 56 Yes No 0.03 0.02 Garage North Door Wood Brown Intact 57 Yes No 0.28 0.15 Garage East Door Wood Brown Intact 58 Yes No 0.41 0.19 Garage East Door Wood Blue Intact 59 Yes No 0.27 0.15 Garage East Door Wood Green Intact 60 Yes No 0.34 0.14 Garage East Door Wood Purple Intact Y u co a+ c 0 w 0 0 0 0 0 0 4-' H 10 W a) no roL f0 l9 0 0 0 z 0 z .-i l0 62 No No 0 0 Entry Exterior East Door Wood Brown Intact 63 No No 0 0 Entry Exterior East Doorframe Wood Stain Intact 64 Yes Yes 1.62 0.18 Exterior East Wall Siding Wood Brown Intact 65 Yes Yes 1.51 0.18 Exterior _ East Wall Siding Wood Brown Intact 66 Yes No 0.72 0.12 Exterior East Window Frame Wood White Intact 67 Yes No 0.03 0.01 Exterior East Fence Gate Metal White Intact LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials Report • LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials Report Reading Lead Lead Based 'Pb Pb +/- Room Type Side Component Substrate Color Condition Containing Paint Paint 86 NA NA 1.11 0.05 Calibration Calibration Calibration Calibration Red Calibration 87 NA NA 1.1 0.04 Calibration Calibration Calibration Calibration Red Calibration 88 NA NA 0 0 Calibration Calibration Calibration Calibration White Calibration LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials Report 14 5.3 Leachable Lead via TCLP TCLP sample results from the residence, attached garage and utility building located at 16113 West Valley Highway in Tukwila, WA. were 0.94 milligrams per Liter (mg/L) which is below the regulatory limit of 5.0 mg/L for waste stream characterization of lead, in compliance with 40 CFR §261.24 This indicates that the debris from demolition of the structure may be disposed of as general debris. 5.4 Other Hazardous Materials 5.4.1 Mercury Containing Building Components Two 4' fluorescent Tight tubes were observed in the attic and 3 compact fluorescent bulbs were observed in both the attached garage and kitchen of the residence located at 16113 West Valley Highway in Tukwila, WA. 5.4.2 CFC Containing Building Components One (1) refrigerator was noted in the kitchen of the residence located at 16113 West Valley Highway in Tukwila, WA. Refrigerators may contain regulated refrigerants such as Freon or other types of chemical coolants that require special handling and disposal. 5.4.3 Lead Acid Batteries (Security Wall Panel) Two lead acid batteries were observed inside a wall mounted security panel box in bedroom 2 of the residence located at 16113 West Valley Highway in Tukwila, WA. 6.0 CONCLUSIONS AND RECOMENDATIONS Extreme caution should be used during any demolition or renovation activities to ensure that additional materials are not uncovered. This report should be presented to any contractor or subcontractor participating in renovation or demolition work at the residence located at 16113 West Valley Highway in Tukwila, WA. In the event that additional materials are discovered, the material should be sampled and analyzed to determine if it contains asbestos prior to disturbance. 6.1 Asbestos Asbestos -containing materials are required to be removed and disposed of in accordance with Washington State Regulations prior to any demolition, renovation, or remodeling that would disturb these materials. Washington State Department of Labor and Industries and PSCAA require that the abatement be performed using Certified Asbestos Workers under the direct on-site supervision of a Certified Asbestos Supervisor. Materials that contain <1% asbestos (i.e. gypsum wall board and joint compound materials) are not regulated for disposal purposes. However, removal of materials containing <1% asbestos is considered an unclassified asbestos operation by OSHA and WISHA. Unclassified asbestos operations cover employees likely to be exposed in excess of the airborne asbestos permissible exposure limit (PEL), and who are performing operations not covered by Class I through IV. For construction work involving unclassified asbestos operations, the applicable requirements will include: an airborne exposure assessment, use of vacuum cleaners equipped with HEPA filters, use of wet methods and prompt cleanup of debris, use of respirators and protective clothing, training, and record keeping. The requirements for the removal of <1% wallboard systems are addressed in WRD 23.30, which is attached for your convenience. LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials 15 Report RGA recommends that a Certified Asbestos Project Designer design any asbestos abatement job to ensure that the job is completed according to regulation standards. 6.2 Lead Based on XRF testing, 28 of the 35 paint coatings tested by RGA contained detectable and reportable quantities of lead throughout the residence located at 16113 West Valley Highway in Tukwila, WA. The presence of lead in coatings raises concerns about worker and environmental protection. Special precautions will need to be taken to renovate the building. The recommendations are addressed in the Regulatory Compliance Section above. 6.3 TCLP Based on TCLP sampling, the waste stream for all buildings tested at the above captioned address of 16113 West Valley Highway in Tukwila, Washington contained leachable lead below the regulatory limit of 5.0 mg/L. 6.4 Other Hazardous Materials 6.4.1 Mercury Containing Building Components Two 4' fluorescent light tubes were observed in the attic and 3 compact fluorescent bulbs were observed in both the attached garage and kitchen of the residence located at 16113 West Valley Highway in Tukwila, WA. Fluorescent bulbs containing regulated mercury vapors require special handling and disposal. This material is required by both state and federal regulations to be removed prior to renovation activities. 6.4.2 CFC Containing Building Components One (1) refrigerator was noted in the kitchen of the residence located at 16113 West Valley Highway in Tukwila, WA. Refrigerators may contain regulated refrigerants such as Freon or other types of chemical coolants that require special handling and disposal. These refrigerant fluids are required by both state and federal regulations to be removed prior to demolition activities. 6.4.3 Lead Acid Batteries (Security Wall Panel) Two lead acid batteries were observed inside a wall mounted security panel box in bedroom 2 of the residence located at 16113 West Valley Highway in Tukwila, WA. These batteries likely contain lead or nickel -cadmium and require special handling and disposal. They are required by both state and federal regulations to be removed prior to demolition activities. 7.0 LIMITS OF SURVEY This report does not represent all conditions at the subject site as it only reflects the information gathered from specific locations. RGA's observations and sampling included all accessible locations. Observation or sampling of inaccessible areas such as behind closed walls or within ductwork was not within the scope of RGA's work and was not performed. This report was prepared pursuant to the contract RGA has with the client. Unauthorized reliance on or use of this report, including any of its information or conclusions, will be at third party's risk. For the same reasons, no warranties or representations, expressed or implied in this report, are made to any such third party. Contact us at 206-281-8858 with any questions. LAND28916 Residence located at 16113 West Valley Highway in Tukwila, WA. — Hazardous Materials 16 Report ENVIRONMENTAL Attachment 1 RGA Laboratory Results dlivi ENVIRONMENTAL 1730 Minor Avenue, Suitc 900, Seattle, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 email: laboratory@rgacnv.com Bulk Asbestos Fiber Analysis (EPA 600/R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID Layer ID (if applicable) Asbestos RGA Lab ID Layer Description Components Layer Comments (if applicable) Non -Asbestos Fibrous Non -Fibrous Components Components 28916-01A 12029318 L-1 Metal foil No Asbestos Detected 100% Metal L-2 No Asbestos Detected 100% Cellulose Brown fibrous material L-3 Black asphaltic material No Asbestos Detected 90% Asphalt Filler and Binder 10% Mineral Particles L-4 No Asbestos Detected 100% Fiberglass Pink fibrous material 28916-02A 12029319 L-1 Tan granular material No Asbestos Detected 70% Sand 20% Mineral Particles 10% Filler and Binder 28916-03A L-1 No Asbestos Detected 100% Mineral Wool 12029320 Black fibrous material 28916-04A 12029321 L-1 Brown fibrous material No Asbestos Detected 80% Cellulose 10% Asphalt Filler and Binder 10% Mineral Particles L-2 No Asbestos Detected Black resinous material 70% Rubber Particles 20% Mineral Particles 10% Filler and Binder This report relates only to the items tested. If samples arc not collected by RGA Environmental personnel, accuracy of the results is limited by the methodology and expertise of the sample collector. Analyses are cross- checked with other laboratories for quality assurance purposes. This report shall not be reproduced except in full. without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agcncy of the U.S. Government. Sampled By: John McCaslin Received By: Abdulrazzak Mansur Reviewed By: Aruna Turaga 11/16/2012 11/26/2012 Analyzed By: Adam Kinch 11/26/2012 Page 1 of 11 Mao 1730 Minor Avenue, Suite 900, Seattle, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 email: laboratory@rgacnv.com ENVIRONMENTAL Bulk Asbestos Fiber Analysis (EPA 600/R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID RGA Lab ID Layer ID (if applicable) Asbestos Layer Description Components Layer Comments (if applicable) Non -Asbestos Fibrous Non -Fibrous Components Components 28916-04B L-1 12029322 Brown fibrous material No Asbestos Detected 80% Cellulose 10% Asphalt Filler and Binder 10% Mineral Particles L-2 No Asbestos Detected Black resinous material 70% Rubber Particles 20% Mineral Particles 10% Filler and Binder 28916-05A 12029323 L-1 No Asbestos Detected 100% Paint Brown paint L-2 White crystalline material No Asbestos Detected 85% Mineral Particles 15% Miscellaneous Particles L-3 No Asbestos Detected 100% Glass Fiber Yellow fibrous material L-4 No Asbestos Detected 100% Cellulose Brown fibrous material L-5 White blocky crystalline material No Asbestos Detected 15% Cellulose 75% Gypsum Filler and Binder 10% Mineral Particles This report relates only to the items tested. If samples arc not collected by RGA Environmental personnel, accuracy of the results is limited by the methodology and expertise of the sample collector. Analyses arc cross- checked with other laboratories for quality assurance purposes. This report shall not be reproduced except in full, without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agency of the U.S. Government. Sampled By: John McCaslin Received By: Abdulrazzak Mansur Reviewed By: Aruna Turaga 11/16/2012 11/26/2012 Analyzed By: Adam Kinch 11/26/2012 Page 2 of 11 MidA ENVIRONMENTAL 1730 Minor Avenue, Suitc 900, Seattle, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 email: laboratory@rgacnv.com Bulk Asbestos Fiber Analysis (EPA 600/R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID RGA Lab ID Layer ID (if applicable) Asbestos Layer Description Components Layer Comments (if applicable) Non -Asbestos Fibrous Non -Fibrous Components Components 28916-05B 12029324 L-1 Brown paint No Asbestos Detected 100% Paint L-2 2% Chrysotile White crystalline material 85% Calcite Filler and Binder 13% Mineral Particles Layer Comments: The wall unit, as a whole, contains <1% Chrysotile asbestos by visual estimation. L-3 No Asbestos Detected 100% Glass Fiber Yellow fibrous material L-4 No Asbestos Detected 100% Cellulose Brown fibrous material L-5 White blocky crystalline material No Asbestos Detected 15% Cellulose 75% Gypsum Filler and Binder 10% Mineral Particles 28916-05C 12029325 L-1 No Asbestos Detected 100% Paint Brown paint L-2 White crystalline material No Asbestos Detected 85% Mineral Particles 15% Miscellaneous Particles L-3 No Asbestos Detected 100% Glass Fiber Yellow fibrous material L-4 No Asbestos Detected 100% Cellulose Brown fibrous material L-5 Whitc blocky crystalline material No Asbestos Detected 15% Cellulose 75% Gypsum Filler and Binder 10% Mineral Particles This report relates only to the items tested. if samples are not collected by RGA Environmental personnel, accuracy of the results is limited by the methodology and expertise of the sample collector. Analyses arc cross- checked with other laboratories for quality assurance purposes. This report shall not be reproduced except in full. without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agency of U.S. Government. Sampled By: John McCaslin Received By: Abdulrazzak Mansur Reviewed By: Aruna Turaga 11/16/2012 11/26/2012 Analyzed By: Adam Kinch 11/26/2012 Page 3 of 11 ENVIRONMENTAL 1730 Minor Avenue, Suite 900, Scattic, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 cmail: laboratory@rgacnv.com Bulk Asbestos Fiber Analysis (EPA 600/R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID RGA Lab ID Layer ID (if applicable) Layer Description Layer Comments (if applicable) Asbestos Components Non -Asbestos Fibrous Components Non -Fibrous Components 28916-05D 12029326 L-1 Brown paint No Asbestos Detected 100% Paint L-2 2% Chrysotile 85% Calcite Filler and Binder Whitc crystalline material 13% Mineral Particles Layer Comments: The wall unit, as a whole, contains <1% Chrysotile asbestos by visual estimation. L-3 No Asbestos Detected 100% Cellulose Whitc fibrous material L-4 No Asbestos Detected 100% Cellulose Brown fibrous material L-5 No Asbestos Detected Whitc blocky crystalline material 15% Cellulose 75% Gypsum Filler and Binder 10% Mineral Particles This report relates only to the items tested. If samples arc not collected by RGA Environmental personnel, accuracy of the results is limited by the methodology and expertise of the sample collector. Analyses arc cross- checked with other laboratories for quality assurance purposes. This report shall not be reproduced except in full. without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agency of the U.S. Govcrmnent. Sampled By: John McCaslin Received By: Abdulrazzak Mansur Reviewed By: Aruna Turaga 11/16/2012 11/26/2012 Analyzed By: Adam Kinch 11/26/2012 Pagc 4 of 11 land ENVIRONMENTAL 1730 Minor Avenue, Suite 900, Seattle, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 email: laboratory@rgaenv.com Bulk Asbestos Fiber Analysis (EPA 600/R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID Layer ID (if applicable) Asbestos Non -Asbestos Fibrous Non -Fibrous RGA Lab ID Layer Description Components Components Components Layer Comments (if applicable) 28916-05E 12029327 L-1 Brown paint No Asbestos Detected 100% Paint L-2 White crystalline material 2% Chrysotile 85% Calcite Filler and Binder 13% Mineral Particles Layer Comments: The wall unit, as a whole, contains <1% Chrysotile asbestos by visual estimation. L-3 No Asbestos Detected 100% Cellulose White fibrous material L-4 No Asbestos Detected 100% Cellulose Brown fibrous material L-5 No Asbestos Detected White blocky crystalline material 15% Cellulose 75% Gypsum Filler and Binder 10% Mineral Particles 28916-06A 12029328 L-1 Brown ceramic tile No Asbestos Detected 100% Ceramic Tile L-2 No Asbestos Detected Brown granular material 70% Sand 20% Mineral Particles 10% Filler and Binder 28916-07A L-1 No Asbestos Detected 70% Cellulose 12029329 Whitc/brown fibrous brittle material 20% Filler and Binder 10% Mineral Particles L-2 Yellow adhesive No Asbestos Detected 90% Resin and Binder 10% Mineral Particles This report relates only to the items tested. If samples arc not collected by RGA Environmental personnel. accuracy of the results is limited by the methodology and expenise of the sample collector. Analyses arc cross- checked with other laboratories for quality assurance purposes. This report shall not be reproduced except in full. without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agency of the U.S. Government. Sampled By: John McCaslin Received By: Abdulrazzak Mansur 11/16/2012 Reviewed 1/16/2012 Reviewed By: Aruna Turaga 11/26/2012 Analyzed By: Adam Kinch 11/26/2012 Page 5 of 11 ENVIRONMENTAL 1730 Minor Avenue, Suitc 900, Seattle, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 email: laboratory@rgacnv.com Bulk Asbestos Fiber Analysis (EPA 600/R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID Layer ID (if applicable) Asbestos Non -Asbestos Fibrous Non -Fibrous RGA Lab ID Layer Description Components Components Components Layer Comments (if applicable) 28916-08A 12029330 L-1 Tan paint No Asbestos Detected 100% Paint L-2 Brown fibrous material No Asbestos Detected 100% Cellulose 28916-09A 12029331 L-1 Tan vinyl sheeting No Asbestos Detected 70% Vinyl Filler and Binder 20% Calcite Filler and Binder 10% Mineral Particles L-2 White fibrous backing material 40% Chrysotile Positive Stop Layer Comments: First positive stop. 30% Cellulose 20% Filler and Binder 10% Mineral Particles L-3 No Asbestos Detected 90% Resin and Binder Tan adhesive 10% Mineral Particles L-4 No Asbestos Detected 100% Wood Brown wood 28916-10A L-1 No Asbestos Detected 100% Cellulose 12029333 Brown fibrous material This report relates only to the items tested. If samples arc not collected by RGA Environmental personnel. accuracy of the results is limited by the methodology and expertise of the sample collector. Analyses are cross- checked with other laboratories for quality assurance purposes. This report shall not be reproduced except in full. without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agency of the U.S. Government. Sampled By: John McCaslin Received By: Abdulrazzak Mansur Reviewed By: Aruna Turaga 11/16/2012 11/26/2012 _ sh Analyzed By: Adam Kinch 11/26/2012 Page 6 of 11 awl ENVIRONMENTAL 1730 Minor Avenue, Suitc 900, Seattle, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 email: laboratory@rgacnv.com Bulk Asbestos Fiber Analysis (EPA 600/R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID RGA Lab ID Layer ID (if applicable) Asbestos Non -Asbestos Fibrous Non -Fibrous Layer Description Components Components Components Layer Comments (if applicable) 28916-11B 12029334 L-1 Grccn ceramic tile No Asbestos Detected 100% Ceramic Tile L-2 Tan resinous material No Asbestos Detected 90% Resin and Binder 10% Mineral Particles L-3 White adhesive No Asbestos Detected 90% Resin and Binder 10% Mineral Particles L-4 Brown fibrous crystalline material No Asbestos Detected 50% Cellulose 40% Mineral Particles 10% Filler and Binder L-5 Whitc resinous material No Asbestos Detected 90% Resin and Binder 10% Mineral Particles 28916-12A L-1 No Asbestos Detected 100% Ceramic Tile 12029335 Tan ceramic tile L-2 No Asbestos Detected 75% Calcite Filler and Binder White crystalline material 15% Mineral Particles 10% Filler and Binder L-3 No Asbestos Detected Gray granular material 70% Sand 20% Mineral Particles 10% Filler and Binder 28916-13A 12029336 L-1 White resinous material No Asbestos Detected 90% Resin and Binder 10% Mineral Particles This report relates only to the items tested. If samples arc not collected by RGA Environmental personnel. accuracy of the results is limited by the methodology and expertise of the sample collector. Analyses arc cross- checked with other laboratories for quality assurance purposes. This report shall not be reproduced except in full, without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agency of the U.S. Government. Sampled By: John McCaslin Received By: Abdulrazzak Mansur Reviewed By: Aruna Turaga 11/16/2012 11/26/2012 Analyzed By: Adam Kinch 11/26/2012 Page 7 of 11 IWO AititoR ENVIRONMENTAL 1730 Minor Avenue, Suite 900, Seattle, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 email: laboratory@rgacnv.com Bulk Asbestos Fiber Analysis (EPA 6001R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID Layer ID (if applicable) Asbestos Non -Asbestos Fibrous Non -Fibrous RGA Lab ID Layer Description Components Components Components Layer Comments (if applicable) 28916-14A 12029337 L-1 Tan paint No Asbestos Detected 100% Paint L-2 White crystalline material No Asbestos Detected 60% Calcite Filler and Binder 30% Perlite 10% Mineral Particles 28916-14B 12029338 L-1 No Asbestos Detected 100% Paint Tan paint L-2 No Asbestos Detected White crystalline material 60% Calcite Filler and Binder 30% Perlite 10% Mineral Particles 28916-14C 12029339 L-1 No Asbestos Detected 100% Paint Tan paint L-2 No Asbestos Detected Whitc crystalline material 60% Calcite Filler and Binder 30% Perlite 10% Mineral Particles 28916-15A L-1 No Asbestos Detected 100% Ceramic Tile 12029340 Tan ccramic tile L-2 No Asbestos Detected 70% Sand White granular material 20% Mineral Particles 10% Filler and Binder This report relates only to the items tested. If samples are not collected by RGA Environmental personnel. accuracy of the results is limited by the methodology and expertise of the sample collector. Analyses arc cross- checked with other laboratories for quality assurance purposes. This report shall not be reproduced except in full, without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agency of the U.S. Government. Sampled By: John McCaslin Received By: Abdulrazzak Mansur Reviewed By: Aruna Turaga 11/16/2012 11/26/2012 Analyzed By: Adam Kinch 11/26/2012 Page 8 of 11 • ENVIRONMENTAL 1730 Minor Avcnuc, Suite 900, Scattic, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 cmail: laboratory@rgaenv.com Bulk Asbestos Fiber Analysis (EPA 600/R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID RGA Lab ID Layer ID (if applicable) Layer Description Layer Comments (if applicable) Asbestos Components Non -Asbestos Fibrous Non -Fibrous Components Components 28916-16A 12029341 L-1 Brown fibrous matcrial No Asbestos Detected 100% Cellulose L-2 Black fibrous asphaltic material No Asbestos Detected 70% Cellulose 30% Asphalt Filler and Binder 28916-17A 12029342 L-1 Brown vinyl sheeting No Asbestos Detected 70% Vinyl Filler and Binder 20% Calcite Filler and Binder 10% Mineral Particles L-2 40% Chrysotile 30% Cellulose 20% Filler and Binder Whitc fibrous backing material 10% Mineral Particles L-3 No Asbestos Detected 90% Resin and Binder Tan adhesive 10% Mineral Particles L-4 No Asbestos Detected 100% Wood Brown wood 28916-18A 12029343 L-1 Brown ceramic tile No Asbestos Detected 100% Ceramic Tile L-2 No Asbestos Detected Gray granular matcrial 70% Sand 20% Mineral Particles 10% Filler and Binder This report relates only to the items tested. If samples arc not collected by RGA Environmental personnel, accuracy of the results is limited by the methodology and expertise of the sample collector. Analyses arc cross- checked with other laboratories for quality assurance purposes. This rcport shall not be reproduced except in full. without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agency of the U.S. Government. Sampled By: John McCaslin Received By: Abdulrazzak Mansur Reviewed By: Aruna Turaga 11/16/2012 11/26/2012 Analyzed By: Adam Kinch 11/26/2012 Page 9 of 11 ENVIRONMENTAL 1730 Minor Avenue, Suite 900, Seattle, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 email: laboratory@rgaenv.com Bulk Asbestos Fiber Analysis (EPA 600/R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID Layer ID (if applicable) Asbestos Non -Asbestos Fibrous Non -Fibrous RGA Lab ID Layer Description Components Components Components Layer Comments (if applicable) 28916-19A 12029344 L-1 Brown fibrous material No Asbestos Detected 100% Cellulose L-2 Tan paint No Asbestos Detected 100% Paint L-3 Brown adhesive 5% Chrysotile 85% Resin and Binder 10% Mineral Particles 28916-20A 12029345 L-1 No Asbestos Detected 70% Cellulose 30% Asphalt Filler and Binder Black asphaltic fibrous material 28916-20B L-1 12029346 Black asphaltic fibrous material No Asbestos Detected 70% Cellulose 30% Asphalt Filler and Binder 28916-21A 12029347 L-1 No Asbestos Detected 10% Glass Fiber Black fibrous asphaltic material with black rocks 60% Asphalt Filler and Binder 20% Rocks 10% Mineral Particles L-2 No Asbestos Detected 30% Cellulose 70% Asphalt Filler and Binder Black fibrous asphaltic material L-3 No Asbestos Detected 30% Cellulose 70% Asphalt Filler and Binder Black fibrous asphaltic material This report relates only to the items tested. If samples arc not collected by RGA Environmental personnel. accuracy of the results is limited by the methodology and expertise of the sample collector. Analyses arc cross- checked with other laboratories for quality assurance purposes. This report shall not be reproduced except in full, without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agency of the U.S. Govemment. Sampled By: John McCaslin F`- ate` _ _ Received By: Abdulrazzak Mansur 11/16/2012 Reviewed By: Aruna Turaga 11/26/2012 Analyzed By: Adam Kinch 11/26/2012 Page 10 of 11 V awl ENVIRONMENTAL 1730 Minor Avenue, Suite 900, Seattle, WA 98101 OFFICE: (206) 281-8858 FAX: (206) 281-8922 email: Laboratory@rgaenv.com Bulk Asbestos Fiber Analysis (EPA 600/R-93/116) Landau Associates Project Location: 16113 W Valley Highway Tukwila, WA NVLAP LAB CODE 200613-0 RGA Batch Number: 12-3349 RGA Project Number: LAND28916 Number of Samples: 34 Report Key Client Sample ID RGA Lab ID Layer ID (if applicable) Asbestos Non -Asbestos Fibrous Non -Fibrous Layer Description Components Components Components Layer Comments (if applicable) 28916-22A 12029348 L-1 Gray/black rcsinous material No Asbestos Detected 50% Rubber Particles 30% Resin and Binder 20% Mineral Particles L-2 Black fibrous material No Asbestos Detected 100% Synthetic 28916-23A L-1 No Asbestos Detected 90% Resin and Binder 12029349 White rcsinous material 10% Mineral Particles 28916-24A 12029350 L-1 White resinous material No Asbestos Detected 90% Resin and Binder 10% Mineral Particles 28916-25A 12029351 L-1 Brown crystalline material No Asbestos Detected 80% Mineral Particles 20% Filler and Binder L-2 Brown/white rcsinous material No Asbestos Detected 80% Resin and Binder 20% Mineral Particles L-3 White resinous material No Asbestos Detected 90% Resin and Binder 10% Mineral Particles 28916-26A 12029352 L-1 White resinous material No Asbestos Detected 90% Resin and Binder 10% Mineral Particles This report relates only to the items tested. If samples arc not collected by RGA Environmental personnel. accuracy of the results is limited by thc methodology and expertise of the sample collector. Analyses arc cross- checked with other laboratories for quality assurance purposes. This report shall not be reproduced cxccpt in full. without written approval of RGA Environmental. It shall not be used to claim product endorsement by NVLAP or any other agcncy of thc U.S. Government. Sampled By: John McCaslin Received By: Abdulrazzak Mansur Reviewed By: Aruna Turaga 11/16/2012 11/26/2012 Analyzed By: Adam Kinch 11/26/2012 Page 11 of 11 Sample Log Chain of Custody RGA Laboratory Services INTERNAL Client: Client Contact RGA Batch #: 12-3349 Company: Landau Associates Client Address: 8830 NE 14th Street Edmonds City WA State 98020 - Phone #: (425)778-0907 Zip 2nd or Cell #: Fax #: (425)778-6409 e-mail Address: Project Manager: Angela Harkins Project Location: 16113 W Valley Highway Tukwila, WA Condition: X Good Damaged Severe Damage RGA Project #: LAND28916 Client Job #: Number of Samples: 35 TYPE OF ANALYSIS ASBESTOS: METALS: PCM (air) Paint Soil X PLM (bulk) Wipe Air Pt. Count (bulk) TCLP Water MOLD: P&K 100 101 102 105 117 Other Method: Turn Around Time (other): 72 hour 2 hour / 4 hour Same Day One Day Two Day 3-5 days 10 days Price per Sample: $ 28916-01A # Client Sample ID RGA Laboratory ID Comments # Client Sample ID RGA Laboratory ID Comments ' 1. 28916-01A 12029318 11 28916-06A 12029328 2 28916-02A 12029319 0916 12 28916-07A 12029329 3 28916-03A 12029320 13 28916-08A 12029330 4 28916-04A 12029321 14 28916-09A 12029331 5 28916-046 12029322 15 28916-09B 12029332 6 28916-05A 12029323 16 28916-10A 12029333 7 28916-05B 12029324 17 28916-11B 12029334 8 28916-05C 12029325 18 28916-12A 12029335 9 28916-05D 12029326 19 28916-13A 12029336 10 28916-05E 12029327 20 28916-14A 12029337 Si nature Date Time Sampled by: j OYI N Nt..up.st-t kJ "\ 11-5 1 I'(. Relinquished by: Received by: Relinquished by ' ' , ?: ;'• Received for Laboratory by:' ) I\ Rio 11- 0916 Analyzed by: /� +( Preliminary Results Reported to P.M. by: ,,,:::_e------ ... r.-'" /'- Vt/ Z' Final Report to P.M. by: Special Instructions: Stop Analysis at First Positive!!! Due by 11/21/2012 CoC016-(Rev.1/07) *Unless requested in writing, all samples will be properly disposed of 30 days after final report date. Page 1 of 1 Sample Log Chain of Custody RGA Laboratory Services INTERNAL Client: Client Contact RGA Batch #: 12-3349 Company: Landau Associates Client Address: 8830 NE 14th Street Edmonds WA 98020 - City State Zip RGA Project #: LAN D28916 Client Job #: Number of Samples: 35 Page: 2 of 2 # Client Sample ID RGA Laboratory ID Comments # Client Sample ID RGA Laboratory ID Comments 21 28916-14B 12029338 41 22 28916-14C 12029339 ;;- 42 23 28916-15A 12029340 �v 43 o COM Analyzed by: 24 28916-16A 12029341 44 25 28916-17A 12029342 45 26 28916-18A 12029343 46 27 28916-19A 12029344 47 28 28916-20A 12029345 48 29 28916-20B 12029346 49 30 28916-21A 12029347 50 31 28916-22A 12029348 51 32 28916-23A 12029349 52 33 28916-24A 12029350 53 34 28916-25A 12029351 54 35 28916-26A 12029352 55 36 56 37 57 38 58 39 59 40 60 Signature Date Time Sampled by: " tIVI iO lkc. `ASt,1 ti U/15-111 Relinquished by: Received by Relinquished by ;;- Received for Laboratory by:�1 �v 1k 1 b (I 'L • o COM Analyzed by: '1 Preliminary Results Reported to P.M. by: Final Report to P.M. by: Special Instructions: Due by 11/21/2012 Stop Analysis at First Positive!!! CoC017-(Rev.1/07) *Unless requested in writing, all samples will be properly disposed of 30 clays after final report date. Page 1 of 1 \'L -3-1P1`11 ice ENVIRONMENTAL _X PM.— Angela Harkins anaela.harkins( roaenv.com fax: 206-281-8922 RGA CLIENT: Landau Associates Sr. PM-E.Hartman eric. hartm an(a7rgaenv.com fax: 206.281.8922 ACM BULK SAMPLE DATA SHEET * PLM Analysis • X Stop Analysis at First Positive PAGE I OF Analyze All Samples Point Count Analysis (400 -point) Project Name/Address: 16113 Wet Valley Highway in Tukwila Samples Submitted �S RGA Project #: LAND28916 Sampled B Sample Date: 11115/to i2 Sample(s) Sent To: 7X_RGA T-- EMSL _ Other: ' TAT: Rush 24Hrs _48Hrs X 3-5 Days ***FAX ORE -MAIL REPORT TO: SEE ABOVE PROJECT MANAGER (PM)***. ***ADDITIONAL REPORT RECIPIENT(S): Angela ! -Sok— (Mt. *** HM# bl Material Description: FG, ta..evAA40i„ 4 Fr„1 W f crn Sample ID Sample Location & Material Location ._ rmtity: 24IjIte - 01 to Crawls eau, - t.) ) ? )ewz £. r:n HM# G Z . Material Description: C LI. ytt o r -i- . Sample ID Sample Location & Material Location Quantity: 24551 & - t C A.tokoco- - W TA4ei iJewi% HM# Material Description: lagisio,griggilgtowzreSzia UM o. , (4.4.O E.4,`, Sample ID Sample Location &Material Location . Quantity: 2. Si Ito -034 4{ t 4_— w .AGL.¢1u6 1444..1. 1 .---�-�-f A --- . 0::::: -- . HM# G ti Material Description: (e"%e.l-e- J LJ: ri Sample ID Sample Location & Material Location Quantity: ZVI I I" - Gyp A tk C _ J(44( ' I --at3 i J HM# OS Material Description: c 0 Q w/J01,4 ,,.—, Sample ID Sample Location & Material Location Quantity: 2.95 Ito -o54 %o - . t,oxii e CQ/r . • I -05 e- N Gulf `U -05c...V -- .6 E Ce--a.c,.._ . HM# 05 materiaiDescription:(st06 Lc/„fc Sample ID Sample Location & Material Loc tion Quantity: 2€6/to -05D 84.41,a241.1.- 6.- • . 41 -OSE .G Stn) Relinquished By: d£tA x / I `(C AZ -L Signatu �� -' ' ate/Time: 111(.(0 I aq _ OS55 Received By: Signature: Date/Time: Relinquished By: Signature: Date/Time: Received By: 4W-Mi)(1Z- - ) U R:9 Signature: JI `_1Date/Time: t\ 1 16 11'L 0429 • .AO A E:NVIRONMENTAL. X_ PM - Angela Harkins angela.harkins(roaenv.com fax: 206-281-8922 RGA CLIENT: Landau Associates Sr. PM-E.Hartman e ri c. h a rtm a n na. ro a e nv. com fax: 206.281.8922 ACM BULK SAMPLE DATA SHEET * PLM Analysis . X Stop Analysis at First Positive PAGE SOF 14 Analyze All Samples Point Count Analysis (400 -point) Project Name/Address: 16113 Wet Valley Highway in Tukwila RGA Project #: LAND28916 Sample Sample(s). Sent To: _X_RGA EMSL — Othe Samples Submitted ?js ample Date: 1111S110 1 z - TAT: Rush 24Hrs 48Hrs X 3-5 Days ***FAX OR E-MAIL REPORT TO: SEE ABOVE' PROJECT MANAGER (PM)*** ***ADDITIONAL REPORT RECIPIENT(S): Angela %J.1.--112' ***, HM# p c, Material Description: 13" CFT L.Jit.ro'4 ÷--INa1GM2- -13e,te__ c?to'x-L- Sample ID Sample Location & Material Location Quantity: net1t&-o('A j1*t`+44... -. k) a:`ct¢ - ` — af�i----- o - HM#. e- Material Description: FRP Lopi.4 0.44.'L Sample ID Sample Location & Material Location Quantity: Zai lb - OA P4-66, — E. Watt . HM# O% Material Description: 1' X 1 f 4 to v4.44 c. Csal t...4;11 LA. 61/410 Mra.t,`t) Sample ID Sample Location & Material Location Quantity: • 2$111' - OSA KUL .- - S C& C 6.-Akiret HM# Oct . Material Description: cam. P4.4er &Q \IPS CR ee,.,e ' F f) . Sample ID Sample Location & Material Location uantity: 284114- 09 A 14.4d4.4... - £. SM.L' --ori 13 4 ^ W S; cie- HM# fab Material Description: Pct.t.rz ., 91.41400d U,,t Wc.:Q & Sample ID Sample Location & Material Location Quantity: 231 I tt -1 a1 ICA cl,..L - rJ S+`et_ - S HM#. Material Description: Cmc,G�,�,.,VMw►, (,c f`,uyr v*l, ``''`'�' `}' t""`` ` -�`(- Sample Sample Location .& Material Location =�Quantity: 2$1, —' g 4 J —. c_. Relinquished By: ch,L, 9W.4`� Signa Date/Time: 1141201Z Z Oa -5 - Received By: Signatur : Date/Time: Relinquished By: Signature: Received By: AlAV pr't-t-lficl._ (1 549 Signature: ate/Time: ` ate/Time: ` li 1 1 b r rt.. q2c { RGA ENVIKONMENTAL _X PM — Angela Harkins angela. ha rkinsArgaenv. com fax: 206-281-8922 RGA CLIENT: Landau Associates Sr. PM-E.Hartman eric.hartman@maenv.com fax: 206.281.8922 ACM BULK SAMPLE DATA SHEET * PLM Analysis X Stop Analysis at First Positive PAGE SOF 5. Analyze All Samples Point Count Analysis (400 -point) Project Name/Address: 16113 Wet Valley Highway in Tukwila RGA Project #: LAND28916 Sampled B Sample(s) Sent To: X RGA EMSL Other: Samples Submitted 35- Sample 5Sample Date: 01(SIAtz-- TAT: Rush 24Hrs 48Hrs X_ 3-5 Days ***FAX OR E-MAIL REPORT TO: SEE ABOVE PROJECT MANAGER (PM)*** ***ADDITIONAL REPORT RECIPIENT(S): Angela *** HM# tez, Material Description: tt' cc,r.eP 4 F T /'ie * 4 14....0,1A-‘'L SampleID Sample Location & Material Locdtion Quantity: -17A 544-1,- -. E. 54 at._ - Tip HM# t3 Material Description: L1 L a.8 Cecul (g_c@ Tc, i L24 - Sample ID Sample Location & Material Location Quantity: ?VIII 1- r3 8ca-,,,raw.. eTogr t - HM# 14 Material Description:1 e.,0wi..e cry% wwJ C,,,,;L,' "_ Sample ID Sample Location & Material Location _ Quantity: Z$°1 i it? -1 t rA �Sa aern.ao,.- i - 10 -lug 5E 1 _ HM# is- Material Description: 4 lift GRA Ilt c T vfr6 w4 -3 -v -14-4w.. 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L L acta Th ,r; (2- - qttilgull Sample ID Sample Location & Material Location Quantity: 2 Sei t to - 149A 2- W V a& Q dose -4- aboc HM# `-7: Material Description:',4�c�.,FI-mac.,.- VF S LA)/ W�� 4.4-x, Sample ID Sam le Location & Materia Location Quantity: 2441G-TMSeNz-Cto--fa Relinquished By: �a L. rb� � .-- Signatu Received By: Signatu e Relinquished By: Signature: Received By: M1}d`%2(._ w5kw9 Signature: Date/Time: illl40'ZarZ DVS, Date/Time: lli Date/Time: Date/Time: ti i 61 i'L 661 Z 7 Z-35 RGA ENVIRONMENTAL X_ PM — Angela Harkins angela.harkins anroaenv.com fax: 206-281-8922 Sr. PM-E.Hartman eric.hartman©rgaenv.com fax: 206.281.8922 RGA CLIENT: Landau Associates ACM BULK SAMPLE DATA SHEET * PLM Analysis X Stop Analysis at First Positive PAGE .LOF Analyze All Samples Point Count Analysis (400 -point) Project Name/Address: 16113 Wet Valley Highway in Tukwila RGA Project #: LAND28916 Sampled B, Samples Submitted 3c Sample Date: 11E19 jZbty Sample(s) Sent To: X RGA — EMSL _ Other: v TAT: Rush 24Hrs 48Hrs X 3-5 Days ***FAX OR E-MAIL REPORT TO: SEE ABOVE PROJECT MANAGER (PM)*** ***ADDITIONAL REPORT RECIPIENTS) _Angela *** HM# ig Material Description: cFr t:� j A,...*014....,,b.,_ Amid afOW r - ("` Sample ID .9 Sample Location & Material Location Quantity: 275 U, -I $M 1-1., .) 2ut.-. •- iilct. 4 - HM# Le( Material Description: iikA4 44. k5x;cjec9 t4)/ Ovis4 Pte' Sample ID Sample Location & Material Location Quantity! 241 c. -taA UV Rtt, - - W (J) -5 4.4 HM# 'Lv Material Description: ¶( Vt_$�,�,A;.� 1 a� g c.1 - cs'e,.,,`� Sample ID Sample Location & Material Location Quantity: 2141 ID -20 A £ - c - 5 4.0A-0-/ ^9-0B 4/ ^ Cvtai_a . 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WILlem s Sample ID Sample Location & Material Location Quantity: 2$5I10 -23P4 &4 , x,2-2_ ci.D,._..00t 7 Relinquished By: 914(6(4-61-- Sign DateQihte: 1111112os 2 Dies ` Received By: Signature: Date/Time: Relinquished By: Signature: Date/Time: Received By: / 'QOi:Z.*DLlk L Ai A 04-A) LI Signature: )k1/4...„\Date/Time: it 1 t r rvi (Z. 6 cal RGA ENVIRONMENTAL X_ PM — Angela Harkins anoela.ha rkins(au roaenv.com fax 206-281-8922 ' RGA CLIENT: Landau Associates Sr. PM-E.Hartman eric.hartman at7.rgaenv.com fax: 206.281.8922 ACM BULK SAMPLE DATA SHEET * PLM Analysis X Stop Analysis at First Positive PAGE SOF, Analyze Ail Samples Point Count Analysis (400 -point) Project Name/Address: 16113 Wet Valley Highway in Tukwila RGA Project #: LAND28916• Sampled B Sample(s) Sent To: _X_RGA EMSL Other: Samples Submitted (2,5- ample Sample Date: it 115) ZotZ TAT: Rush 24Hrs 48Hrs X 3-5 Days ***FAX OR E-MAIL REPORT TO: SEE ABOVE PROJECT MANAGER (PM)*** ***ADDITIONAL REPORT RECIPIENT(S): Angela *** HM# 2.14 Material Description: (Z U fie_ �n�,-_ `�" �� Sample ID Sample Location & Material Location Quantity: Z1 "r 1 to - 2 Lt 4 54 } - ` W S; (I2 - 1)4:-,z..._> %or..,.. W .\-‘40 ,..46, _ HM# �,5 Material Description: &ro 4 j ;ve-l &vet',. .- A0464. w/ fioNo S+ve Sample ID Sample Location & Material Location Quantity: 28k1 V - Z51+1 + - W S4 cb- — -Q 0 HM# Z!oWI...►�e..��I Material Description: ' zt� Sample ID Sample Location & Material Location Quantity: 28910 -16, 4 io - u+,1 L i - Os;6111.. HM# Material Description: Sample ID Sample Location & Material Location Quantity: HM# Material Description: Sample ID Sample Location & Material Location Quantity: HM# Material Description: Sample ID Sample Location & Materia! Location Quantity: Relinquished By: 9vt4 Signa 1 ` /.!� ate/Time: It,IG(2o17 ' ats-5 Received By: Signature: Date/Time: Relinquished By: Signature: Received By: POOl.R-? UA M 5O:) Signature: Date/Time: Date/Time: (t )10/ ii_. R.1° ARGA ENVIRONMENTAL November 27, 2012 RGA Batch #: 12-3348 Client: Client Contact Company: Landau Associates 130 2nd Ave S Edmonds, WA, 98020 Project: 16113 W Valley Hwy, Tukwila Project #: LAND28916 Matrix: TCLP-Lead P.O. #: N/A Date Sampled: 11/15/2012 Sampled By: John M Date Received: 11/16/2012 Method: EPA SW -846 Method 1311/7420 Date Analyzed: 11/27/2012 Analyst: Aruna Turaga LEAD SAMPLE RESULTS RGA Lab ID Client ID RL Concentration (mom) (mom) 12029317 TCLP-01 0.64 0.94 QA/QC Results Batch QC MS Method Blank Reviewed by: 113% Recovery < 0.64 mg/L RL - reporting limit mg - milligrams L - liters < - less than Dr. Aruna Turaga, Laboratory Director Page 1 of 1 iczisi, RGA Lead TCLP Page I of I Sample Data Sheet � 3 �k gBatch #: 1 ENVIRONMENTAL RGA Project #: LAND28916 Client: Landau Client Contact: Tim Syverson Date: Location: 16113 West Valley Highway Tukwila, WA. Sampled by: <el ry 4 ?.' t _. RGA Project Manager Angela Harkins Lab: RGA Environmental Method: EPA SW -846-7420 Contaminant: Lead TCLP Composition Worksheet for Construction/Demolition Debris Sample # - Lab Sample # Sample # Min -Max % Sample WL (grams) lab Description of Materials Sampled Sat 1 10 qv 11 `o_ emu W I w(aouz. GG.Z- 5'4 D',C) 6,0,t JDS'E: tn4 wYt�'r� 1 Bets 2.2% g t �I1 U cjJJ (iooJ " 37« \_t 2_ PcL eJ (i.)6 s 2604 6° 0 pewee. i'14,4- . Good - (,4) G.XJL 1366 4 3`/0 \ l 2-7. L - T; i.. -/C •.".as Bail (070 IVO Pct.,` i)reci. C¢,;L: S 170 ittg (i` a �. > 6rtei 1% O^ 11 iru €c to ,9% z V rr014-4-nt A / L) 04 r tEi76iU-43 - 1-114/(4...1 (i.-•-•kc.44 ` ``j gett 1 , 3ayo C. 2, PAA,kei Ne. -F . (.)o 04 Bap_ tiii/b ./ 1 ‘ P t- . 1 r, t,..._._ Total -100% 46 0 gram' Revision 01/2007 RGA.Representative Signature: Date: t l //,517erz_ 1730 Minor Avenue, Suite 900 • Seattle, WA 98101 Phone: (206) 281-8858 • Fax: (206) 281-8922 Sample ]Log RGA Laboratory Services Chain of::�u�tod INTERNALY Client: i4.p�/urn RGA Batch #: (r ) Company: Lc, Ass,,.;eJ-Q RGA Project #: LAnrDasei 11' Client Address: ( 2 ad Ade S Client Job #: i 2 A- 9 SO 2.0 Number of Samples: 1 City State Zip Phone #: 2nd or Cell #: Fax #: e-mail Address: Project Manager: (L_ 1 a (.4taL :,,..n Project Location: ((,X13 Ls) .tivle2-u43:la LOA Condition: '1 Good Damaged Severe Damage TYPE OF ANALYSIS 2 hour / 4 hour ASBESTOS: METALS: Pb 3C--57-)lay PCM (air) Paint '''----' $ .'''------ ¶CLP -0 I • Soil PLM (bulk) Wipe e:•�i{"iii$:�'r::+:iii�t •',�q�• �^}i?>: 'it+l{,v:v'Jii:?i'+Citi:�:'�:ivi:•.+i`:S,tii;i{i':4Y.:+.: i,?:?�:}:i: i�+�f .''j ''''' . : 11fiyi:;:iY$::j::::hC}`>i::is :•.:{ >::.:::iit :}; ltils ;}%::;:•''., i :.YyS';::i , Air Pt. Count (bulk) )4 TCLP Received for Laboratory by: . Water MOLD: P&K 100 101 102 't 4 105 117 Other Method: 13 Turn Around Time (other): # 2 hour / 4 hour Same Day One Day Two Day 3C--57-)lay 10 days Price per Sample: '''----' $ .'''------ ¶CLP -0 I • # Client Sample lD RGA Laboratory ID Comments # Client Sample ID RGA Laboratory ID Comments 1 ¶CLP -0 I • c VA- 0 4655 11 e:•�i{"iii$:�'r::+:iii�t •',�q�• �^}i?>: 'it+l{,v:v'Jii:?i'+Citi:�:'�:ivi:•.+i`:S,tii;i{i':4Y.:+.: i,?:?�:}:i: i�+�f .''j ''''' . : 11fiyi:;:iY$::j::::hC}`>i::is :•.:{ >::.:::iit :}; ltils ;}%::;:•''., i :.YyS';::i , 2 Received for Laboratory by: 12 . )i 't 4 3 Analyzed by: 13 1\ ?. �-\\Z-.- 1211. ere C . 4 Gk1 14 Final Report to P.M. by: 5 1 L.. 1 15 6 16 7 17 8 18 9 19 10 20 Si nature ate ime g Sampled by: )-1,--allgcva-UL--tt/t5/ZoIZ Relinquished by: 1V %:01"--- t t/ l b/Zpt Z- 0 4655 Received b7: e:•�i{"iii$:�'r::+:iii�t •',�q�• �^}i?>: 'it+l{,v:v'Jii:?i'+Citi:�:'�:ivi:•.+i`:S,tii;i{i':4Y.:+.: i,?:?�:}:i: i�+�f .''j ''''' . : 11fiyi:;:iY$::j::::hC}`>i::is :•.:{ >::.:::iit :}; ltils ;}%::;:•''., i :.YyS';::i , Received for Laboratory by: �� . )i 't 4 �� (O Analyzed by: 1\ ?. �-\\Z-.- 1211. ere C Preliminary Results Reported to P.M. by: Gk1 1\Z"1 Final Report to P.M. by: 1 L.. 1 Special Instructions: CoC016-(Rev.1/07) *Unless requested in writing, alt samples will be properly disposed of 30 days after final report date. Page 1 of 1 RG ENVIRONMENTAL Attachment 2 ACM Sample Location Drawings ARGA ENVIRONMENTAL WWW.RGAENV.COM PAGE i OF 3 PROJECT NAME: 161,1 3 W VI-Li , 1 .. -Q/1 : (G_ RGA PROJECT#: LRN'DZ° 1 & DATE: "115120rz RGA REPRESENTATIVE: ^141^"' Cee--" e'' DESCRIPTION: 146.2.141GA-0IP 'd- la LeC NOTES: Nol- -Fv Sc , 0r►T1,14,12.41.aw n (Posy . i i)) IM.o V?d fo • MOM MIN 11alalr 11 armailia Ma! 'FRP,. IME S •I 1 1 "MI " 90 mr.!..ivi 5: 11111 kw I mom so 111111111•1111111111 RGA ENVIRONMENTAL WWW.RGAENV.COM PAGE PROJECT NAME: Ile 113 W Ja.QQuj 1•i t.� t,. ITwkt 1 a,.. RGA PROJECT #: Li N D2B91 to DATE: 11 I :5 12'612 -- RGA L i1LRGA REPRESENTATIVE: 401^--. 971C(44-444--• DESCRIPTION: 41L7 IM,d' e)btriJe Nam 4544-43 Lc_ La[wN 2- OF 3 NOTES: t,��nr;>,■ ■■ ■n■■■►o■■■ ■ wit■I�rouraannc�p■■■■■�■■■■■■i■■■■■■A �ai �+,r' r ��``ii ro.o.nw�?%'n ILL mun iurat ;mAti ■■■■ mmum nomm mom� ■1�Elmoi■■■ ■mm■a■liw■■ riinr�ii �p Pr urw4'■s■■��■■rwivw mum .mmu■migoS'miiM■isibrimm .m ,iii i immisllilti>iw " ■ li■■,Ssa ii �'' �ii'iwii�I lrl mama' ■■■■■■'i`w■.■■■ ■■■■■■■A■■: ■■■■■.■r�■i■■■■I.I:AIEPMM■■■■■■ 111=6 ■M ■O ■rw■■■Ii■■1�■u■■■■■■■■■■■■■�■�■�����jjI■■■i■■�ii..i�C�am MU•i • ILAU 1 •3 i M INOma araalsirt`fsittrl� sicumiamm ra Wil�gawca l♦m■■ ■■ �y ■■■■■VP,■■■imu■■$■■■I■ih■■■■■■L■■■■U■�■i■■an■ ■ ■r i ai g `■■si ■■ ■■ ■■■■■■■■■■■■■ ■■■■■■■■■�■■ ralligaiiiiiiIIIIIIIIIIiiiiiiiiiiiiii12:11811111 in ■■■w■Ir■■■■■■■■■■■11,111r[■■■0■i■■'i ■ mommmaggi■mmgm rianahilliriMailagrairlllin aliallUluf:imm' minN :■ li .s l.smmummwo m Ir ■....>....■m.I■ ■■.i■■ .....�.... .............m■..■■Iimrm■■ ��� 6■ , PP�Li�i:a'igal.�Ai�:�Z■`����iiitr` � C■■■IP■ m■■ MNIM ■lid■ ■■cmmom■■■■■■■ I■er ■■■r►iI■ om �� ,�e■■■A■ammimmilmwm ■■■:C: ■IR■ NIMMEUMMEM NI I11 mp:immuom:I ::r.:`ME1 �■■■■■En - nww : OMMO■■■■Mii ■■�■■E■■■■■■■■■■■■■EIMMEi■■ �1all gi allhir `'. uidir i■■■i■UII*aU■ i_■ii■as l 111.1 :o ■■■■■■■■■■■■■ ■■w� mo ■ ■■ ■....::.._ !��.....C..i """9 SCS '_IUMM ONZW ►''EM WAimM_NMEMI �::.,. ■■ ":: ►A .- s �w . �� acct rail■ 1 p� f Ian■ �t A ■ t%■ 1111 ■■ irwa Lar. rMum siii"'■!►':r'�■.-��r�_ -'i .''�'.�i'`:■ IN ■■:■i■C■�i■ii1''` �� ir���.rarr1u121 ■'�irii ■�"■ �-'r'1r'■�'�■�'��i■■'�.����ir'�■C .■'hr i,�■r'r�i ii'��'�■ Its■■�■momilimE ■■ cti �,!Lalw!t!IIiIII1iI!iIjJIILji!P!GL,s: j ■ mild �■" ■S■■..■E.KEEN■■■M.EE..■...�N�■■■■■■■■■■l■m■■�■■■■ .r>-2 ..{l.. m....a■■o�■■.........�.�2m,. .mm m_ �y,�r _ �■■■■.-awrl i r, ■n� I►i�r�,.■�it'7■1��rjuu■■ri,■�■■■■i■'"....■■■.irm 'r ■■�■■■■!�■■■A ■■■!t ■u■■■■■■■■■■■■■L' n ■rr■■AININ ■ imam NININEN Im■■�■ ■IMAPI `����G� EMAIL',■ME■■ 1111■■■■ I ■N�■■ ■�■-■■ MN= ■■r■■■■■�■■ ■ ■ 1111■■■ ■■ 1111■■ ■ n■■ ■ ■■■■w 1111 ■�■■■ ■LIMIn iifira ,#,r', w illi. fla l� AN ■■■■.■ �i___•�"i■ i is emu ..■im>~>�I�I;,moom■ ommi..rr.I::-G.�......■■■�■�■■mi�..E. w�w■�■rui■n■■■■■■■■n� I■UiU■ ■■■■■■■■uu ..1111 ■ uM I■ !'!■.I �!79■M �1 mil'relm spr■■■■��u�ImmmL AG1mtom+�. elL4 'to tow, i■i■ii iU■ 1111■■ 1111■ ■ IM ■■�1■■■■■■■■■■■■■■■■■■■■■■■ "'■■ME■■■■■■■■■■ ■ �e -� ■�ATC211■ 1111 ■■■■■■■■■■■■■■■�I■■■■■■■■MMINIM ■""""1111■■MU diMMEMM rMMOM■■■■i■ iii■■■ ■■■ ■■ n■ ■ ■■M ■■1�■■ ■■■■■■■11■■■■■■■■■■■■■■■*■■■U■■ HMEIME ��■���■■ ARGA ENVIRONMENTAL DESCRIPTION: 51"-1' ) PROJECT NAME: 1 t t 3 t-0 V 9 RGA PROJECT #: (}i t--117 2 is g I to RGA REPRESENTATIVE: WWW.RGAENV.COM PAGE 3 OF 3j- ; tom. DATE: "116126t2— NOTES: t 1 1 5126 t'2_. NOTES: it! I r I♦..I♦... . . I♦i. lI��i�i�fl� Zs 1 op 1 o p n II t._., .....LIII�,� r o ;.44 .� . II.. ,iiii!iI�P1II11lIIlI_H PINIMMINNI Linutimmoin mom igniummtuum Eng g m 1 I�;O■■�■ , ■nI■rEAP:P PPP II III I 1 III II 1 PINTRIPPRIgi 0 41,. wr p, ... erEarwinma. m, 1111111 il ...IIiIlligiiIulliggliu1ktIaIIImIIeIlCimaIge 1�II: PR.;,,� i _ AIry„.,... .. _ N 1 11 ■ .... IOU .....I..I..•1I.t•N.I•. I• ILII MIN Z.RGA ENVIRONMENTAL Attachment 3 WRD 23.30 L WISHA REGIONAL DIRECTIVE WISHA Services Department of Labor and Industries 23.30 ASBESTOS -CONTAINING JOINT COMPOUND IN WALLBOARD SYSTEMS Date Issued: December 28, 2000 I. Background Joint compound used on wallboard systems often contains asbestos added during the mixing process to improve the working texture of the material. The asbestos in the joint compound is typically much less than 5 percent by weight and the joint compound makes up a minor fraction of the material in the wallboard system. Where work with the wallboard system does not involve sanding, grinding or abrading the wall surface, joint compound will generally remain intact on the surface of the wallboard. The presence of joint compound has not been found to represent a greater hazard of asbestos exposure than treating the wallboard system as a homogenous material. It is important to implement prompt clean-up procedures and avoid pulverizing debris generated during the work. Because of the circumstances presented by the use of asbestos in such joint compounds, questions arise relating to the application of the requirements of the asbestos standards adopted by the Department of Labor and Industries (L&I) under the authority of the Washington Industrial Safety and Health Act (WISHA), RCW 49.17 and the Washington Asbestos Act, RCW 49.26. II. Scope and Application This WISHA Regional Directive (WRD) provides guidance to WISHA enforcement and consultation staff whenever they must address issues concerning employee exposure to hazards involving asbestos -containing joint compound in wallboard systems. This document does not address materials sprayed or applied with a trowel across the full surface of the wall (such surfacing materials are covered under the Class I work provisions of the asbestos standard, found in WAC 296-62-07712). This WRD supersedes all previous guidance on this subject, both formal and informal. -- policy continues on reverse of page -- WRD 23.30 Page 2 III. Interpretive Guidance A. How do the building survey requirements of WAC 296-62-07721 apply to joint compound? 1. Sampling for joint compound. Owners and employers can generally rely upon full -depth samples of wallboard systems containing joint compound collected during building inspections. For general demolition and other work dealing with the wallboard system as a whole, building surveys using samples representing the full depth of wallboard material meet the good faith survey requirements. Where sample results identify trace or less than one percent asbestos for the wallboard system, some basic requirements of the asbestos standard will apply but the work will not be considered an "asbestos abatement project" under the definitions of the standard. However, full -depth samples are not sufficient for wallboard systems where surfacing materials are present or where work will specifically disturb joint compound. Building inspectors must examine wall systems in sufficient detail to identify extensive patching or application of surfacing layers on walls (as per the EPA AHERA inspection protocols for identification of surfacing materials in 40 CFR 763 Part E). These applications are considered to be "surfacing materials" under the standard, although similar plaster products may be used for joint compound. Surfacing materials have been associated with extensive asbestos exposure and have more stringent handling requirements than most other materials (see the OSHA preamble to the 1994 rulemaking for additional discussion). Where work practices will selectively disturb joint compound, a full depth sample may not represent the workplace hazard. For example, sanding or scraping a wall may specifically disturb the joint compound and create dust and debris composed primarily of joint compound. Building inspectors must assess the work to be conducted and sample the materials representative of the hazard presented by the work. This may be accomplished using individual samples of different layers or having layers within samples analyzed separately. WISHA enforcement staff may elect to collect samples of dust or debris from the workplace or sample specific materials to make an assessment of the hazard represented by these materials. The specific work activity associated with the sample must be documented. -- policy continues on next page -- WRD 23.30 Page 3 2. Re -analysis of materials. A full -depth sample result may substitute for layered results in situations where full -depth sampling is determined appropriate by an accredited building inspector. However, where sampling of joint compound has detected asbestos, the overall wallboard materials must not be reported as asbestos free. Previous sampling may have been conducted for significantly different projects and specifically focused on joint compound (for example, samples assessing a prior painting project where sanding of the wall surface was planned). It is also common practice for laboratories to report layer by layer results for quality control reasons, whether or not this analysis is requested. In either case, it is improper to ignore the known presence of asbestos, but additional information may be collected and used to characterize the overall hazard due to asbestos in the current work. An accredited building inspector must conduct any reassessment of wallboard systems. The reassessment must be conducted based on objective information collected during inspection of the wallboard system by an inspector or laboratory analysis of samples collected in accordance with EPA protocols. Pertinent objective information includes field documentation of the layers present in the samples and the relative quantities of materials represented by the samples. The level of proof should be equivalent to that for rebuttal of PACM designation and EPA inspection and analysis protocols must be followed. If resampling is conducted with full depth analysis and no asbestos is detected, the wallboard system must still be reported as containing trace or less than one percent asbestos based on the initial sampling. B. What are the work practice requirements for handling wallboard materials under WAC 296-62-07712 in the asbestos standard? 1. Wallboard systems with greater than one percent asbestos content. Where asbestos -containing joint compound has been identified and the overall asbestos content of the wallboard system is greater than one percent, then work that disturbs the wall is Class II asbestos work. L&I considers the work an "asbestos project" or "asbestos abatement project" if the wall area involved is greater than one or three square feet, respectively. This also applies to any asbestos containing surfacing material. Such work falls under the full requirements of the asbestos standard, including all Class II work practice and certification requirements. "Asbestos project" and "asbestos abatement project" are specifically defined terms in Washington State law on asbestos related to the certification requirements for contractors and workers. These terms apply to work where there is a possible exposure to asbestos above the permissible exposure limit. -- policy continues on reverse of page -- WRD 23.30 Page 4 2. Wallboard systems with less than one percent asbestos content. Where full -depth sampling or reassessment of the wallboard system has been conducted in accord with section III.A of this document and the wallboard system is found to contain less than one percent asbestos or trace asbestos. L&I will not consider the work will an asbestos project. In such cases, WISHA enforcement staff must assess that the basic asbestos work practice requirements as given in WAC 296-62-17712(2), particularly use of wet, non-aggressive methods and prompt clean-up. Vacuums used must be HEPA filtered. Worker training must include asbestos awareness and hands on training as given in WAC 296-62-07722(5). Respiratory protection must be based on overall dust levels. A competent person must be assigned and trained under the requirements of WAC 296-62-07728. 3. Wallboard systems where no asbestos has been detected. Where appropriate sampling and analysis has been performed and no asbestos has been detected, no provisions of the asbestos standard will be enforced by WISHA compliance staff. Note: Lead and silica are also commonly found in wallboard systems and any work should be evaluated to ensure any significant hazard due to these materials is addressed. Even where no specific hazard is identified, care should still be exercised in demolition or other work involving the wallboard systems. Total particulate standards from WAC 296-62, Part H, will apply, as well as requirements for demolition in WAC 296-155, Part S. General work practices including misting of debris, non-aggressive work methods and prompt clean-up as given in III.B.2 above will help meet these basic requirements and control any low levels of contaminants not found during pre -work inspections. Approved: Michael Wood Senior Program Manager, WISHA Policy & Technical Services For further information about this or other WISHA Regional Directives, you may contact WISHA Policy & Technical Services at P.O. Box 44648 or by telephone at (360)902-5503. You also may review policy information on the WISHA Website (http://www.wa.gov/lni/wisha). Owe GA ENVIRONMENTAL Attachment 4 RGA Certifications WWW. rgaenvcom a. Certificate of Completion This is to certify that • Angela Harkins has sahstactonly completed 8 hours of refresher training as an AHERA Project Designer in compliance U.S. EPA Region 10 Accreditation PCFR art 763 Cort./1 12-0906 Rcriustwr arpunal by: 5/712013 Course Date: 05/0712012 RGA1730 Minor Ave Suite 900 Seattle, WA98101.858.281.8858 • ENVIRONMENTAL wnvw.rgahamurg.com 8 hours of refresher training as an AHERA Project Designer Angela Harkins Cert /I 12-0906 • Course Date: 05/07/2012 Refresher required by: 5/7/2013 Instructor. Ethel Kaufman Training Manager. Wendy Newell RGA Training: 206.269.6313 RGA Laboratory: 206.956.3775 RGA Consulting: 206.2696302 Corporate office: 510.547.7771 A RGA 1730 Minor Ave Suite 900, Seattle, WA 98101 e m v e n o w tine w rw 1 888.281.8858 • WWW. W. rgatraining.corn Certificate of Completion This is to certify that John McCaslin has satisfactorily completed 4 hours of refresher training as an AHERA Building Inspector as required for accreditation under Toxic Substance Control Act (TSCA) Title 0 DOSH Approval # CA -075.06 Course Date: 5/23/2012 Cert.# 12-0981 Expiration Date: 5/23/2013 RGA ENVIRONMENTAL 1468 86th Street Emeryville, CA 94608 - 888.281.8858 www.rgatraining.com 4 hours of refresher training as an AHERA Building Inspector John McCaslin Course Date: 5/23/2012 Expiration Date: 5/23/2013 Instructor. JoAnn Copperud ARGA Cert.# 12-0981 Contact Numbers Training Manager. Wendy Newell RGA Training: 206269.6313 RGA Laboratory. 206.956.3775 RGA Consulting: 206.2696302 Corporate Office: 510.547.7771 CAL OSHA 916.5742993 1486 68th Street, Emeryville, CA 94608 • 888.281.8858 INVt1pNM www.rgatraining.cam WRECKING ALL Certificate of Completion for Asbestos Removal Project Asbestos removal performed as per survey by our firm at Site Address: 16113 West Valley Hwy Tukwila, Wa. 98188 Approximately 1100 SF of ACM Drywall, 550 SF of ACM sheet vinyl, 550 SF wall board with ACM mastic and 6 fluorescent light tubes were successfully removed per hazardous materials survey conducted by Landau Associates reported June 17th, 2015. ACM removal was conducted in accordance with all currently applicable regional, state and federal environmental regulations. Any air monitoring required by statutes was performed. Clearance and air sampling verified that the air was clean by current regional, state and national standards. All asbestos containing materials were disposed of in accordance with EPA standards in N. Wasco County Landfill located at 2550 Steele Road, The Dalles, OR. 97058. 541-296- 4082. The load was transported by D&B Trucking at 1905 E Lincoln Ave. Tacoma WA 98421. Wrecking Ball Demolition was fully licensed, bonded and insured during the operation of this project under license # WRECKBD024NU. Sincerely, Seth Tolbert Abatement Project Manager 425-308-9428 CIT OF TUKWIL AUG 2 4 2016 PERMIT CENTER Wrecking. Ball Demolition 13310 Chestnut Street, Everett, WA 98201 p(425) 339-3111 f(425) 339-31211 www.wreckingballdemo.com '8/15/2016' Approved Transaction pscieanair.org Puget Soured Clear A r Agency Notification Amendment #: 201603826-2 This page must be printed. A printout of the notification, all amendments to the notification, and the asbestos survey shall be available for inspection at all times at the asbestos project or demolition site (Reg III, 4.03(a)(6)). Fee Amount Paid $20.00 Credit Card Transaction # ASOFE8EF10E1 Transaction Date 08/15/16 Owner's Name Renton SD #403 Project Street Address 1200 N Third St City Renton Contact Person Calvan Gasaway Mailing Address 7812 S. 124th St. Seattle, WA 98178 Phone (253) 941-4937 Zip 98057 Phone (253) 941-4937 This project includes asbestos removal. Project Size linear feet / 4275 square feet Project Start Date 08/16/16 Completion Date 12/30/16 Asbestos will be removed by a licensed asbestos abatement contractor Contractor wrecking ball demolition Contractor Job # Contact Cody Chestnut Phone (425) 339-3111 Mailing Address 3310 Chestnut St Everett, WA 98201 By submitting this Amendment: (1) I certify that the information I have provided is to the best of my knowledge true and accurate. (2) I understand the fees for this Amendment are nonrefundable. Create Another Notification View History If you have questions, contact us at asbestos@pscleanair.org or 206.689.4058. Loa Out https://secure.pscleanai r.org/Asbestos/Approved.aspx 1/1 August 19, 2016 Seth Tolbert Wrecking Ball Demolition 3310 Chestnut St. Everett, WA 98201 RE: Bulk Asbestos Fiber Analysis; NVL Batch # 1616894.00 Client Project: 081607A Location: 16113 W Valley Hwy, Tukwila, WA 98188 Dear Mr. Tolbert, INVIL.N. .fes L ABS INDUSTRIAL HYGIENE SERVICES Laboratory I Management 1 Training Enclosed please find test results for the 1 sample(s) submitted to our laboratory for analysis on 8/18/2016. Examination of these samples was conducted for the presence of identifiable asbestos fibers using polarized light microscopy (PLM) with dispersion staining in accordance with both EPA 600/M4-82-020, Interim Method for the Determination of Asbestos in Bulk Insulation Samples and EPA 600/R-93/116 Method for the Determination of Asbestos in Bulk Building Materials. For samples containing more than one separable layer of materials, the report will include findings for each layer (labeled Layer 1 and Layer 2, etc. for each individual layer). The asbestos concentration in the sample is determined by calibrated visual estimation. For those samples with asbestos concentrations between 1 and 10 percent based on visual estimation, the EPA recommends a procedure known as point counting (NESHAPS, 40 CFR Part 61). Point counting is a statistically more accurate means of quantification for samples with low concentrations of asbestos. The detection limit for the calibrated visual estimation is <1%, 400 point counts is 0.25% and 1000 point counts is 0.1% Samples are archived for two weeks following analysis. Samples that are not retrieved by the client are discarded after two weeks. Thank you for using our laboratory services. Please do not hesitate to call if there is anything further we can assist you with. Sincerely, Nick Ly, Technical Director 1.888.NVL.LABS www.nvllabs.com Enc.: Sample Results Lab Code: 102063-0 page 1 of 4 NVL Laboratories, Inc. 4708 Aurora Ave N, Seattle, WA 98103 p 206.547.0100 1 •f 206.634.1936 August 22, 2016 Seth Tolbert Wrecking Ball Demolition 3310 Chestnut St. Everett, WA 98201 RE: Asbestos & Other Fiber Analysis; NVL Batch# 1616839.00 Client Project: 081607A Location: 16113 W Valley Hwy, Tukwila, WA 98188 Dear Mr. Tolbert, Enclosed please find test results for the 7 air sample(s) submitted to our laboratory for analysis on 8/17/2016. IN IL, LABS INDUSTRIAL HYGIENE SERVICES Laboratory Management Training Examination,of these samples was conducted in accordance with the NIOSH 7400 method. Results are reported in fibers per cubic centimeter (fibers/cc) and in fibers per square millimeter (fibers/mm2). The working range for the NIOSH 7400 method is between 100 and 1300 fibers per square millimeter (fibers/mm2). Test results not blank corrected unless field blanks were provided. Samples are archived for two weeks following analysis and will be discarded if not retrieved by the client after that period. Thank you for using our laboratory services. Please do not hesitate to call if there is anything further we can assist you with. Sincerely, Evelyn Ahulu, Senior Laboratory Analyst Enc.: Sample results 1.888.NVL.LABS ..888.(68..27 www.nvilabs.com litfp,/ i1: l c -1r1•$ 1" page 1 of 7 IAB #101861 NVL Laboratories, Inc. 4708 Aurora Ave N, Seattle, WA 98103 p 206.547.0100 1 f 206.634.1936 NVL Laboratories, Inc. 4708 Aurora Ave N, Seattle, WA 98103 p 206.547.0100 f 206.634.1936 I www.nv'labs.com Bulk Asbestos Fibers Analysis INS IL,. L A B By Polarized Light Microscopy Client: Wrecking Ball Demolition Address: 3310 Chestnut St. Everett, WA 98201 Attention: Mr. Seth Tolbert Project Location: 16113 W Valley Hwy, Tukwila, WA 98188 Batch #: 1616894.00 Client Project #: 081607A Date Received: 8/18/2016 Samples Received: 1 Samples Analyzed: 1 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 16255641 Client Sample #: BBF -1 Location: 16113 W Valley Hwy, Tukwila, WA 98188 Layer 1 of 2 Description: Brown streaked crumbly vinyl Non -Fibrous Materials: Vermiculite, Fine grains Layer 2 of 2 Description: Black asphaltic fibrous material Non -Fibrous Materials: Asphalt/Binder, Fine grains, Miscellaneous particles Other Fibrous Materials:% Cellulose 4% with red crumbly material Other Fibrous Materials:% Cellulose 75% Asbestos Type: % None Detected ND Asbestos Type: % None Detected ND Sampled by: Client Analyzed by: Matt Macfarlane Reviewed by: Nick Ly Date: 08/18/2016 Date: 08/19/2016 Nick Ly, Technical Director Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported % Asbestos (1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%, 50%=40-60%). This report relates only to the items tested. If sample was not collected by NVL personnel, then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 2 of 4 'NVL Laboratories, Inc. 4708 Aurora Ave N, Seattle, WA 98103 p 206.547.0100 I f 206.634.1936 € www.nvlabs.com ASBESTOS LABORATORY SERVICES Company Wrecking.. Ball Demolition Address 3310 Chestnut St. Everett, WA 98201 Project Manager Mr. Seth Tolbert Phone (425) 3.3.9.-3.111 _..__._. CeII (425) 308-9428 Project Name/Number: 081.60.7A Subcategory PLM Bulk Item Code ASB -02._... NVL Batch Number TAT 1 Hr.._..._.. Rush TAT 1616894.00 AN No Due Date _ 8/18/2016 Time 12:05.PM Email setht@wreckingballdemo..co.m Fax (425) .339.3.1.2.1 Project Location: 1611.3.W Valley Hwy.,.. Tukwila, .WA._98.1.88. EPA ._600/R-93-116_Asbestos.by..PLM.._<. bulk> Total Number of Samples__ Lab ID Sample ID Description Ilii I.., LABS Rush Samples A/R 1 16255641 BBF -1 A Print Name Signature Company Date Time Sampled by Client Relinquished by Client Office Use Only Print Name Signature Company Date Time Received by Matt Macfarlane NVL 8/18/16 1105 Analyzed by Matt Macfarlane NVL 8/18/16 Results Called by ❑ Faxed ❑ Emailed Special See Client COC _for ..Reporting .Instructions. Instructions: Date: 8/1812016 Time: 11:08 AM Entered By: Matt Macfarlane page 3 of 4 NVL Laboratories, Inc. 4708 Aurora Ave N, Seattle, WA 98103 Tel: 206.547.0100 Emerg.Celt: 206.914.4646 206.634.1938 1.888.NVLLABS (685.5227) client Wrecking Ball Demolition CHAIN of CUSTODY SAMPLE LOG Street 3310 Chestnut St. Everett, WA 98201 Project Manager Seth Tolberts�W Project Location 1f / 3 N. V Qi f ey tigwv ogwi[a, wA 657gif Phone: (425) 339-3111 Fax: (425) 339 NVL Batch Number Client Job Number Total Samples Tum Around Time Email address 1616894 08J601A 1 fliltHr 0 8-Hrs 0 2 Days 0 5 Days O 2-Hrs 0 12 -His 0 3 Days 0 6-90 Day 0 4-Hrs 0 24-Hrs 0 4 Days Please call for TAT less than 24 Hrs SethalwredcingbatIdem0.com 0 Asbestos Air I ■ PCM (NIOSH 7400) ■ TEM (NIOSH 7402) 0 TEM (AHERA) ■ TEM (EPA Level 11) ■ Other *Asbestos Bulk ■ PLM (EPA/600/R-93/116) ■ PLM (EPA Point Count) 0 PLM (EPA Gravimetry) 0 TEM BULK Comments (e. Sample are, Sample Volume etc) 0 Mold/Fungus 0 Mold Air 0 Mold Bulk ! ■ Rotometer Calibration METALS Det. Limit Matrix RCRA Metals 0 All 8 0 Arsenic (As) 0 Chromium (Cr ❑Barium (Ba) ❑Lead (Pb) Other Metals Ali 3 ❑ Copper (Cu) 0 Nickel (N7 ■ Zinc (Zn) ■ Total Metals 1 FAA (ppm: 0 Air Filter ■ SOH • • TCLP 0 ICP (ppm) ❑ GFAA ((Dpi ■ Drinking water 0Paint Chips ❑ Cr 6 in % ■ Dust/wipe (Area) ■ Paint Chips in cn ■ Cadmium (Cd)■ MercuryH ( 9) ■ Other Types of Analysis ■ Fiberglass 0 Silica ■ Nuisance Dust 0 Respirable Dust 0 Other (Specify) 6 Condition of Package: 0 Good 0 Dama Sinn Below Sampled by Ivan Guzman Seq. # Lab ID Client Sample Number Comments (e. Sample are, Sample Volume etc) A/R 1 Ivan Guzman SAF' 1 5heeit v ivNy j o� 14;icLeK.,i"";.) M, z5(c bit to it us Received by i '�r ( 1 tin ��---=-.-.____..s row 44-/\____—. Analyzed by 4 Results Called by 5 Results Faxed by 6 7 8 9 10 11 12 13 14 15 Sinn Below Sampled by Ivan Guzman VVr l Wilily Wrecking Ball Demolition vale ffl/ 8l/� rime $ ; LIS Relinquished by Ivan Guzman !� � Wrecking Ball Demolition M, z5(c bit to it us Received by i '�r ( 1 tin ��---=-.-.____..s row 44-/\____—. Analyzed by Results Called by Results Faxed by :Special instructions: Unless requested in writing, all samples will be disposed of two (2) weeks after analysis. PiewAtic# e"t. < i vatAt utry.ct h.. w bot woo« (. G o .,.,` page 4 of 4 7:7111 I 4708 Aurora Ave N, Seattle, WA 98103 Fax: 206.634.1936 1.888.NVL.LABS (685.5227) Client Wrecking Bell Demolition ot„,t Everett, WA 98201 Project Manager Seth Tolbert Project Location 16111_10. Ol T.0_&_0Y; t 3.-i-opling Data Sheet for Azits,4-ti.-0.s, Lead, Mold & Other NVL Batch Number Client Job Number Total Samples Turn Around Time Phone: (425) 339-3111 Fax: (425) 339-3121 Email address INVL L AB S 14110:010111MATIIttltif Sa MU% 1bA 0 1 -Hr 0 8-Hrs Days 0 2-Hrs 0 12-Hrs Days 0 4-Hrs 0 24-Hrs 04 Days Please call for TAT less than 24 Hrs setht@wreckhgbaildemo.com 0 5 Days 0 8-10 Day Cell 425-308-9428 rs e Time S m I d by Ran' uishad b. Ivan Guzman ,....------..: ......---- Wrecking Ball Demolition :"' 2 a if .1 14 I : !,,.n Guzman Wrecking Bali Demolition ; , Received b- - AM/ All Am_..- - 2 . 16 Analyzed by _ ' Reviewed by Sample ID: :, • Sample Type 1.._._ Locatio • E. / YO 4 rv%. t ielel.e4eLe 2... Fibers LOD /cc _ [I] Activities. ei'r",0494,. Rush • Protection- Worker: 610‘..0 i i e-, ( 1- c Decon: ILS----- Time: Rate:-----._ Start Stop 6 3 1.0? R5— Fibers titeCS /fields Environment' A) Total Minutes Pump #: 0 Date: 2./ Avera o Sample ID: • • Sample TyperTWA_ (PD a• L. on: Activities: 4.11104) 5 4 I/ 1 V%.y1 fp '4-.0 Evie% • a _KA„e-rLfea. Rush • Worker: Protection. Decon: TS lime: Rate: Start :36 TIT Fibers Fibers /fields LOD /cc Environment: /VLiters Total Minutes Pump #: .--lk-"--B--- Date: 0/; Zia Avereas Sample ID: Location: Oil (0VO4.'/ Activities: Sample Type. 0 Rushfl Worker: Protection' Time: Rate: Start Stop 4 :31 ofr.30 Fibers /fields LOD Fibers Liters /cc Decon: Environment Pump #: Total Mics JO_ 10 J& Date: I 2, 1 1 4 ..., Average _ Sample ID: /0 Location: WA e . Sample Type:_ Rush X ' Protection: Activities: Worker: rime: Rate: Start Stop qf go 11;36 / Z 0 Fibers • - Fibers LOD /cc a oa Z. — <v.-- Decon: Environment: Liters /fields Total hillnules / 0 ' P._ izop Viaa Pump*. Date: 0/ Z•ifk _0 Avarege — Sample Tvoes P Pre abatement X Aggressive Clearance A Area FS Field Blank Inside reg. area TB Trip Bien O Outside rag.area B Breathing Zone (TfVA) RESP. PROT PA Pressure dermair CA Continuous flew air PAPR Controls DECON. 0.5 Deccin. w/shower Decon. w.10 showe.r Environment H Hope vac.k N Negative air G Glove bag Page or NVL Laboratories, Inc. 4708 Aurora Ave N, Seattle, WA 98103 p 206.547.0100 1 f 206.634.1936 I www.nvflabs.com Asbestos And Other Fibers Analysis IN IL.. L ABS by Phase Contrast Microscopy Client: Wrecking Ball Demolition Addres: 3310 Chestnut St. Everett, WA 98201 Attention: Mr. Seth Tolbert Project Location: 16113 W Valley Hwy, Tukwila, WA 98188 Batch #: 1616839.00 Method: NIOSH 7400 Client Project #: 081607A Date Received: 8/17/2016 Samples Received: 7 Samples Analyzed: 7 Lab ID: 16255375 Client's Sample #: B-1 Sample type: Pre Abatement Location: Living room Activity: Worker: Comments: Time Start 07:38 AM End 09:38 AM Flow Rate 10.00 10.00 Minutes 120 Ave.10.00 Liters 1200 Pump ID WB -12 LOQ fibers/cc min 0.032 max 0.417 Fibers/flds 2/100 Fibers/mm2 <7.0 Date sampled: 8/16/2016 RL f/cc 0.002 Fibers/cc , <0.002 Lab ID: 16255376 Client's Sample #: B-2 Sample type: Exposure Limit Location: Living Room Activity: Mastic removal Worker: Gabriel Jimenez Comments: Time Start 12:08 PM End 12:38 PM Flow Rate 2.00 2.00 Minutes 30 Ave.2.00 Liters 60 Pump ID WB -11 LOQ fibers/cc min 0.642 max 8.342 Fibers/flds 1.5/100 Fibers/mm2 <7.0 Date sampled: 8/16/2016 RL f/cc 0.045 Fibers/cc <0.045 Lab ID: 16255377 Client's Sample #: B-3 Sample type: TWA Location: Living room Activity: Mastic removal Worker: Emidgio Jimenez Comments: Time Start 12:07 PM End 03:21 PM Flow Rate 2.00 2.00 Minutes 194 Ave.2.00 Liters 388 Pump ID WB -10 LOQ fibers/cc min 0.099 max 1.290 Fibers/flds 0.5 / 100 Fibers/mm2 <7.0 Date sampled: 8/16/2016 RL f/cc Fibers/cc 1 0.007 <0.007 Lab ID: 16255378 Client's Sample #: B-4 Sample type: Breathing Zone Location: Entrance Activity: Worker: Comments: Time Start 12:09 PM End 03:22 PM Flow Rate 10.00 10.00 Minutes 193 Ave.10.00 Liters 1930 Pump ID WB -13 LOQ fibers/cc min 0.020 max 0.259 Fibers/flds Fibers/mm2 0 / 100 <7.0 Date sampled: 8/16/2016 RL f/cc 0.001 <0.001 Fibers/cc Blank ave.(f/mm2)0.0 Micro. field area (mm2) 0.00785 Effe. filtration area (mm2) 385 Precision +/-22% Accuracy +/- 13% Sampled by: Client Analyzed by: Matt Macfarlane Reviewed by: Evelyn Ahulu Date Analyzed: 08/19/2016 Date Issued:08/22/2016 Evelyn Ahulu, Senior Laboratory Analyst * Samples are analyzed in accordance with the NIOSH 7400 (Issue 2: 15 August 1994). If the samples were not collected by NVL Laboratories, then the accuracy of the results is limited by the methodology and acuity of the sample collector. The LOQ, Limits of Quantification, are the fiber concentrations, for the given volume of the sampled air, above and below which the results may be unreliable. The RL, Reporting Limit defined in Method 7400 as LOD, is the fibers/cc below which the results may not be confidently distinguished from background levels. This report relates only to the items tested. It shall not be reproduced, except in full, without written approval of NVL Laboratories, Inc.. Unless otherwise indicated, the condition of all samples was acceptable at time of receipt. Average Sr values for fiber count load range (Low=0.259; medium=0.151; high=0.122). page 2 of 7 NVL Laboratories, Inc. 4708 Aurora Ave N, Seattle, WA 98103 p 206.547.0100 1 f 206.634.1.936. j www.nvllabs.com Asbestos And Other Fibers Analysis INVIL. L A B S by Phase Contrast Microscopy Client: Wrecking Ball Demolition Addres: 3310 Chestnut St. Everett, WA 98201 Attention: Mr. Seth Tolbert Project Location: 16113 W Valley Hwy, Tukwila, WA 98188 Batch #: 1616839.00 Method: NIOSH 7400 Client Project #: 081607A Date Received: 8/17/2016 Samples Received: 7 Samples Analyzed: 7 Lab ID: 16255379 Client's Sample #: B-5 Sample type: TWA Location: Living room Activity: Mastic removal Worker: Emidgio Jimenez Comments: Time Flow Rate Start 07:21 AM 2.00 End 09:42 AM 2.00 Minutes 141 Ave.2.00 Liters 282 Pump ID WB -10 LOQ fibers/cc min 0.137 max 1.775 Fibers/flds 0.5 / 100 Fibers/mm2 <7.0 Date sampled: 8/17/2016 RL f/cc 0.010 Fibers/cc <0.010 J Lab ID: 16255380 Client's Sample #: B-6 Sample type: Outside Regulated Area Location: Entrance Activity: Worker: Comments: LOQ fibers/cc min 0.027 max 0.355 Time Flow Rate Start 07:22 AM 10.00 End 09:43 AM 10.00 Minutes 141 Ave.10.00 Liters 1410 Pump ID WB -13 Fibers/flds 0/100 Fibers/mm2 <7.0 Date sampled: 8/17/2016 RL f/cc 0.002 Fibers/cc <0.002 Lab ID: 16255381 Client's Sample #: B-7 Sample type: Clearance Location: Living room Activity: Worker: Comments:**Rush analyzed by MM 8/17/16 16:05 LOQ fibers/cc Fibers/fids Fibers/mm2 min 0.032 max 0.417 0 / 100 <7.0 Time Flow Rate Start 09:56 AM 10.00 End 11:56 AM 10.00 Minutes 120 Ave.10.00 Liters 1200 Pump ID WB -12 Date sampled: 8/17/2016 RL f/cc 0.002 Fibers/cc <0.002 Blank ave.(f/mm2)0.0 Micro. field area (mm2) 0.00785 Effe. filtration area (mm2) 385 Precision +/-22% Accuracy +/- 13% Sampled by: Client Analyzed by: Matt Macfarlane Reviewed by: Evelyn Ahulu Date Analyzed: 08/19/2016 Date Issued:08/22/2016 Evelyn Ahulu, Senior Laboratory Analyst * Samples are analyzed in accordance with the NIOSH 7400 (Issue 2: 15 August 1994). If the samples were not collected by NVL Laboratories, then the accuracy of the results is limited by the methodology and acuity of the sample collector. The LOQ, Limits of Quantification, are the fiber concentrations, for the given volume of the sampled air, above and below which the results may be unreliable. The RL, Reporting Limit defined in Method 7400 as LOD, is the fibers/cc below which the results may not be confidently distinguished from background levels. This report relates only to the items tested. It shall not be reproduced, except in full, without written approval of NVL Laboratories, Inc. . Unless otherwise indicated, the condition of all samples was acceptable at time of receipt. Average Sr values for fiber count load range (Low=0.259; medium=0.151; high=0.122). page 3 of 7 'NVL Laboratories, Inc. ASBESTOS LABORATORY SERVICES 4708 Aurora Ave N, Seattle, WA 98103 p 206.547.0100 i f 206.634.1936 ? www.nv!labs.com Company Wrecking Ball Demolition Address 3310 Chestnut St. Everett, WA 98201 Project Manager Mr. Seth _Tolbert Phone (425) 339-3111 ......... Cell (425) 308-9428 ......... Project Name/Number: 081.60.7A Subcategory PCM Air.. Item Code ASB -0.1._.. NVL Batch Number 1616839.00 TAT 2 . Days Rush TAT 1 Hr .... . Due Date 8/19/2016 Time 3:45 PM Email setht@wreckingballdemo.com Fax (425) 339-3.121 AH No Project Location: .1.611.3..W.Valley . Hwy, Tukwila, WA 981.88 NIOSH 740.0_Asbestos by. PCM.(A-rule) <air> Total Number of Samples, ,...... _...7_ Lab ID Sample ID Description L A 8 S Rush Samples A/R 1 16255375 B-1 NVL A 2 16255376 B-2 A 3 16255377 B-3 A 4 16255378 B-4 ❑ Faxed ❑ Emailed A 5 16255379 B-5 A 6 16255380 B-6 A 7 16255381 B-7 ** Rush Sample A Print Name Signature Company Date Time Sampled by Client Relinquished by Client Office Use Only Print Name Signature Company Date Time Received by Matt Macfarlane NVL 8/17/16 1545 Analyzed by Matt Macfarlane NVL 8/19/16 Results Called by ❑ Faxed ❑ Emailed Special Instructions: ee Client COC for Reporting Instructions. Date: 8117/2016 Time: 3:55 PM Entered By: Matt Macfarlane page 4 of 7 NVL Laboratories, Inc. 4708 Aurora Ave N, Seattle, WA 98103 Tel: 206.547.0100 Emerg.Cefl: 206.914,4646 r. 206.634.1936 1. ;38.NVL.LABS (685.5227) Client Wrecking Ball Demolition CHAIN of CUSTODY SAMPLE LOG Street 3310 Chestnut SL Everett, WA 98201 Project Manager Seth Tolbert Project Location /6/%3 //i° t,U it 2- / -{ t>v Phone: (425) 339-3111 Fax: (425) 339 1616839 NVL Batch Number / Client Job Number 6) / 6-0 7-4 Total Samples D 1 -Hr D 8-Hrs 2 Days D s Days D 2 -His D 12-Hrs t3 Days D 6-10 Day D 4-Hrs D 24-Hrs D 4 Days Turn Around Time Please call for TAT fess than 24 Hrs Email address sethtOwreckingbafds.r, .com • Asbestos Air I D PCM (NIOSH 7400) ■ TEM (NIOSH 7402) 0 TEM (AHERA) 0 TEM (EPA Level ll) 0 Other • Asbestos Bu , ■ PLM (EPA/600/R-93/118) 0 PLM (EPA Point Count) D PLM (EPA Gravimetry 0 TEM BULK D Mold/Fu - 0 Mold Air ■ Mold Bulk 0 Rotometer Calibration METALS D Total Metals Det Limit Matrix 0 Air Filter 0 Soil RCRA Metals 0 All 8 Otter Metals 0 All 3 ■ Copper r (Cu) D Nickel (Ni)GFAA(ppt D T.Inc an) . ■ FAA (ppm' (ppm ■ Arsenic (As) 0 Chromium (Cr 1 TCLP 0 ICP (ppm) ❑ ■ Drinking water 0 Paint Chips in % 0 Bariurn (Ba) 0 Lead (Pb) (Cd) D Mercury (Hg) D Cr 6 0 Dust/wipe (Area) • Paint psncnCadrnitr Ci ■ Other Types of Analysis 0 Fiberglass ■ Silica 0 Nuisance Dust 0 Respirable Dust 0 Other (Specify) Condition of Package: 0 Good 0 Damaged no spillage Seq. # Lab ID Client Sample Number Comments (e.g Sample are, Sample Volume, etc) AIR 1 Relinquished by 8 r 12g C Received by 2 ------ '?,r-2.. L Results Called by 3 4 B — t_,f Ci 6 7 8 9 10 11 12 13 14 15 Sinn BPI Sampled by Ivan Guzman Wrecking Balt Demolition Wrecking Ball Demolition it-2ti.---- 3 f////,/ 6/47//6 `l n1('/y- /0! /2 i'S1 Relinquished by Ivan Guzman Received by k/ 'UA ------ Analyzed by Results Called by Results Faxed by .Special instructions: Unless requested in writing, all samples will be disposed of two (2) weeks after analysis. {rte s c e mot 1 VIC v‘ --J U2 ✓% t C�`�v� C G 'tom page 5 of 7 4708 Aurora Ave N, Seattle, WA 98103 t 41. LVV.V'YI •V ,VY Zr.,;;;; .e>a•,-eYY•Y .4.4 46 Fax: 206.634.1936 1.888.NVLLABS (685.5227) Client Wrecking Ball Demolition otreei ut St aiiif)iiiiy Data Sheet for toa, Lead, Mold & Other NVL Batch Number Everett, WA 98201 Project Manager Seth4,f;-3 Tolbert j Project Location ltd ;-3 �.A. V6d t. .14 ✓/ I v' ikon WA,_ e7 Phone: (425) 339-3111 Fax: (425) 339-3121 Client Job Number Total Samples Tum Around Time Email address 1616839 ❑ 1 -Hr 0 8-Hrs ,12 Days ❑ 5 Days ❑ 2-Hrs 0 12-Hrs 0 3 Days 0 6-10 Day 0 4-Hrs ❑ 24-Hrs ❑ 4 Days Please call for TAT less than 24 Hrs setht@wreckingballdemo.com Cell 425-308-9428 Time Samole Types P Pre abatement X Aggressive Ciearence A Area FB Field Blank I Inside reg. area TB Trip Blan O Outside reg.area B Breathing Zone (TWA) RESP. PROT PA Pressure dem.air CA Continuous flow air PAPP page 6 of 7 Controls DEGON. D.S Decon. wlshower D Decon. WO shower Environment H Hepa vac.k N Negative air G Glove bag Page _ of ......... Ivan Guzman ... .. - --- Wrecking Ball Demolition 6j/,‘ //6 G 1 6 Sampled by ----7--:- . Relinquished b'y l"an Guzman---- Wrecking Ball Demolition 0//2-//,6 it. 1 M (ti -Pc Received by I 144A<111-1 t .,A-----__-_"._. P -51 Analyzed by Reviewed by B-- i 1-` ; _iLocaton: t v i''""- � � Sample ID- =•--�"`� e :.._:� Activit'es: -�.��'�' Sample Type- Pp Rush ■ Worker: Protection- Decon: Start-�7 Fibers Abe rs Crp Time- 1 " 3 b / `0 Liters !fields LOD Environment' Pump #: W .-- % •z Total Mingles j/�s j� /0 I 0 Date: C/l /� Rate: Average 13- 2-. Location: ,)- t V „P) C) `t^ \ Sample ID- �_ Activities: /k�.O 3. � c ( V a Sample Type Rush ❑ . t e - Yy'\. e ri eZ.. Protection: H ' Worker:Q,;.,10:10'‘ Start Stop ^� Fibers Fibers Decon: ! rr����-- //''''����,,..�� { Z Time:. 1�l.� / Z '-3) t7 0 Liters /fields LOD /cc Environment !`r / I Pump #: 1 Total Minutes -2— ff `Z-•• - Date: ♦ / j J /6 Rate: Average Average Location: )-- \r kV1(�,,' CA.)` \- Sample ID: .-3 J `v '�i - Activities: C4 Y- °i - Y� C ct L'v Sample Type Rush ❑ �^ ,. `c. 6 .�c E' �-2-- Protection: Worker 4'v c Start op Fibers Fibers Decon: i- Time G� 9 i Liters /fields LOD /cc Environment ,n% a3 / n Pump #: if Total Minutes .y L 1 !! L Date: (� t /� Rate Average — Location: e. At ii ervce Sample ID. Activities: Sample Type' C.) Rush ❑ Worker: Protection: Start Stop Fibers Z Fibers Devon: Time 12 ` c� .3 • Liters /fields LOD /cc Environment: Pump#: Wg-/'3/ Total Minutes / 0 • /0 /0 Date: 0 / / & /76 Rate: Average Samole Types P Pre abatement X Aggressive Ciearence A Area FB Field Blank I Inside reg. area TB Trip Blan O Outside reg.area B Breathing Zone (TWA) RESP. PROT PA Pressure dem.air CA Continuous flow air PAPP page 6 of 7 Controls DEGON. D.S Decon. wlshower D Decon. WO shower Environment H Hepa vac.k N Negative air G Glove bag Page _ of J!!. . 4708 Aurora Ave N, Seattle, WA 98103 .SJ Fax: 206.634.1936 1.888.NVLLASS (685.5227) Client Wrecking Ball Demolition laifipling Data Sheet for Lead, MoId & Other NVL Satoh Number 0F3 CO `Tht St. Everett, WA 98201 Project Manager Seth Tolbert Project Location I& III I A V URe.,x, 1,1 fry .1-kiw 4-ika /v, rM Phone: (425) 339-3111 Fax: (425) 339-3121 1616839 Client Job Number Total Samples Turn Around Time 0 1 -Hr D 8-Hrs M.2 Days 0 5 Days O 2-Hrs 12-Hrs 03 Days 06-10 Day O 4-Hrs 0 24-1-irs 0 4 Days Please call for TAT less than 24 Hrs Email address setta wreckingballderno.corn cell 425-308-9428 Time i Sampled by !van Guzman Ball Demolition Bali Demoittion itt,&_—..------ - 0/4/ '7/74 g7/7/76 Z ---;11q- 't q ;Wrecking Relinquished by !‘-'n Guzman 1 --7 ...-,,-,, tUtireoking I Received JaH3 tiVlAilijk t I Analyzed by 1 Reviewed by 1 Sample ID: 13 -.5 Location: )2-‘./1 Sample Type TWA, Rush [E] Activiles: Protection: 1- Worker: — cr.". Start Stop IOC) y‘"... *4- C-rli-i‘OtliA Decon: Environment titi 13 — Pump #: Date: 0 //? /76 Time 21 .142 Rate:'2"-- Total Minutes CZ— Average Liters Fibers ffieicis LOD Fibers /cc Sample ID- 6 Location: C YAA 6 CI\ C Activities: Sample Type' 0 Rush L_J Worker: Protection: Decon: Start Time: :22 - Environment' Rump #: Date: pvg g/f7-1/6 Rate: 112 Stop CI :L/3 /0 Total Minutes /0 Average Liters Fibers LOD Fibers !cc Sample ID: Sample TypeRush Protection: Cr3 Decon: 3 Environment. Pump #: vg' -i'2 * Date: 07 /76 Location: 1,,,A.T-OC767Y-\_ Activities: Worker: Stat , Stop Time q: S&' //!56 / 6 Tetai Minutes /0 /0 Average Sample ID - Semple Type: Protection: .• °cation: Lits-rs Fibers !fields Fibers LODl00 6e72--- h 22— j Activities: Rus 1Worker: Decon: Environment: !Tim— Pump #: Date: Rate: Start Stop Totsi Minutes AVeraCe Liters Fibers /fields LOD Fibers /cc Sample Types P Pre abatement X Aggressive Clearance A Area Fs. Field Bien?, inside reg. area TR Trip Bia.in O Outside g.area 3 Ereating Zone (TWA) RESF. TROT PA Pressure cienlair CA Continuous flow air PAP R page 7 of 7 Controls D.S Decor!. w/shower Decori. wile, shower Environment H Hepa vac.k N Negative sir Giove bag 1/3/2017 City of Tukwila Department of Community Development JOEL GARCIA PO BOX 68847 SEATTLE, WA 98168 RE: Permit No. D16-0228 CITY OF TUKWILA PEDESTRIAN BRIDGE 16113 WEST VALLEY HWY Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/21/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/21/2017, 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, � /,aa�Avt�y;'ues Bill Rambo Permit Technician File No: D16-0228 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY.. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0228 DATE: 08/10/16 PROJECT NAME: CITY OF TUKWILA PEDESTRIAN BRIDGE SITE ADDRESS: 16113 WEST VALLEY HWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: c 6 -It -!t/ Bui ing Division b\I&\ Public Works Fire Prevention 4 Structural �P kWc eco -11, Planning Division L I Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 08/10/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/08/16 Approved Corrections Required ❑ Approved with Conditions U ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 SB STRUCTURES LLC Horne Espanol Contact Safety & Health Claims & Insurance C114 Washington State Department of 4 Labor & industries Page 1 of 4 A-7, Index Help Rog 1.I Workplace Rights Trades & Licensing SB STRUCTURES LLC Owner or tradesperson Principals SCARSELLA, FRANK T., PARTNER/MEMBER SCARSELLA, A. DONALD, PARTNER/MEMBER SCARSELLA, ROBERT P., PARTNER/MEMBER SCARSELLA, GINO R., PARTNER/MEMBER SCARSELLA, RICHARD A., PARTNER/MEMBER Doing business as SB STRUCTURES LLC WA UBI No. 602 615 583 P.O. BOX 68847 SEATTLE, WA 98168-0847 253-872-6750 KING County Business type Limited Liability Company Governing persons A DON SCARSELLA BOB P SCARSELLA; FRANK T SCARSELLA; GINO SCARSELLA; RICHARD A SCARSELLA; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................... Meets current requirements. License specialties GENERAL License no. SBSTRSL947LW Effective . - expiration 09/28/2006-10/19/2016 Bond American States Insurance Co Bond account no. 69S004780 $12,000.00 Received by L&I Effective date 05/07/2012 04/20/2012 Expiration date Until Canceled Bond history Insurance ....................... NATIONAL FIRE INS CO OF HARTFO Policy no. $1,000,000.00 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602615583&LIC=SBSTRSL947LW&SAW= 8/23/2016