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Home My WebLink About19600 63rd Ave Ne_BLD704_2026 DEMOLITION PERMIT APPLICATION Department of Community & Economic Development City of Arlington â€¢ 18204 59th Ave NE â€¢ Arlington, WA 98223 Phone (360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED WITH A COPY OF THE ASBESTOS/DEMOLITION NOTIFICATION FROM PUGET SOUND CLEAN AIR AGENCY, TWO (2) COPIES OF AN ASBESTOS SURVEY REPORT AND ABATEMENT REPORT (if applicable) COMPLETED BY AN APPROVED AGENCY. Type of Permit: Residential Commercial Industrial Project Address: 19600 63rd Ave NE Parcel ID# 007463000015 00 Subdivision: N/A Lot #: N/A Project Valuation: 1.2 Million No. of Buildings: 1 No. of Floors: 1 Building Area (Sq Ft): 272 Owner: Snohomish County, Department of Public Works Address: 3000 Rockefeller Ave M/S 607 City: Everett State: WA ZIP: 98201 Contact Person: Larry Brewer Phone: 425.388.3488 Cell Phone: N/A Fax Number: E-mail: larry.brewer@co.snohomish.wa.us Scope of Work: Temporarily install scalebooths and new truck scales and remove existing truck scales and scalehouse. Install new scalehouse, relocate truck scales to their final position, and perform related site improvements at the North County Recycling and Transfer Station. Contractor Information Contractor: TBD Phone: TBD Address: TBD License Number: TBD Expiration: TBD Please Attach Plans and Supporting Documents (PDF Only) NCRTS-Demo Plan.pdf; NCRTS-Haz Waste Report.pdf STAFF USE ONLY: Permit Number: Accepted Receipt # By: Date Received: Amount Received: By submission of this form, I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. R Know what's NORTH COUNTY RTS SCALE REPLACEMENT LIMITS PROJECT # RR8744 ARLINGTON CEMETERY SR9 ARLINGTON MUNICIPAL AIRPORT TO SR531 R Know what's R Know what's R Know what's R Know what's R Know what's GENERAL FOUNDATION GROUT TENSION DEVELOPMENT AND LAP SPLICE LENGTHS (IN G 1 SCOPE F 1 DESIGN BASIS GR 1 PRECISION NON-SHRINK CEMENT GROUT SHALL BE MASTERFLOW 928 GROUT INCHES) FOR UNCOATED BARS IN NORMAL-WEIGHT THE GENERAL NOTES AND STANDARD DETAILS ARE GENERAL AND APPLY FOUNDATION DESIGN IS BASED ON RECOMMENDATIONS CONTAINED IN THE OR EQUAL. TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC GEOTECHNICAL REPORT, CONTRACTOR SHALL FOLLOW THE PROJECT CONCRETE WITH fc' = 4,000 PSI OR HIGHER INDICATIONS TO THE CONTRARY. SPECIFICATIONS AND TAKE INTO CONSIDERATION RECOMMENDATIONS GR 2 EQUIPMENT GROUTING CONTAINED IN THE REPORT. NOTIFY THE CONSTRUCTION MANAGER OF SEE MECHANICAL SPECIFICATIONS AND SPECIFICATION SECTION 036000, THIS TABLE IS GOOD ONLY FOR CENTER/CENTER SPACING OF REINFORCING BARS EQUAL TO G 2 PRECEDENCE CONFLICTS BETWEEN SPECIFICATIONS AND THE REPORT GROUT. THE MINIMUM SHOWN OR GREATER. NO TRANSVERSE REINFORCING ASSUMED. IF THERE IS A CONFLICT BETWEEN PROJECT SPECIFICATIONS AND RECOMMENDATIONS FOR RESOLUTION. STRUCTURAL DRAWINGS, INCLUDING STRUCTURAL NOTES, CONTACT THE GR 3 EPOXY ADHESIVE GROUT AT ANCHORS INTO CONCRETE: HILTI HIT-RE 500-SD STRUCTURAL ENGINEER OF RECORD FOR CLARIFICATION. SPECIFIC F 2 ALLOWABLE BEARING PRESSURE EPOXY ADHESIVE ANCHOR SYSTEM BY HILTI INC. OR EQUAL APPROVED BY NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL SHALLOW FOUNDATIONS SHALL BEAR ON AT LEAST 2 FEET OF STRUCTURAL ENGINEER OF RECORD. INSTALLERS OF HORIZONTAL OR UPWARDLY CONCRETE COVER = 2.00 IN. CONCRETE COVER = 3.00 IN. NOTES AND STANDARD DETAILS. FILL AND HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE INCLINED ADHESIVE ANCHORS SHALL BE CERTIFIED IN ACCORDANCE WITH BAR APPLICATION OF 3,000 PSF. THE ACI / CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. SIZE MIN C/C MIN C/C TOP OTHER TOP OTHER G 3 DIMENSIONS SPACING SPACING STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO THE F 3 MINIMUM FOUNDATION PREPARATION MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE ALL NEW FOUNDATIONS AND SLAB ON GRADE FLOORS SHALL BE DEVELOPMENT 15 12 4.50 15 12 6.50 DOWELS #4 CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE SUPPORTED ON A MINIMUM OF 2 FEET OF PROPERLY PLACED AND LAP SPLICE 20 16 5.00 20 16 7.00 FOR COORDINATING ALL CONSTRUCTION DIMENSIONS AND NOTIFYING COMPACTED STRUCTURAL FILL (SEE GEOTECHNICAL REPORT). DL 1 LOCATE HOLES IN EXISTING CONCRETE TO MISS MAIN REINFORCING BARS, DEVELOPMENT 19 15 4.75 19 15 6.75 CONSTRUCTION MANAGER OF DISCREPANCIES IN A TIMELY FASHION. #5 STIRRUPS AND EMBEDMENTS. THIS MAY INVOLVE RELOCATING DOWELS FROM LAP SPLICE 24 19 5.25 24 19 7.25 F 4 DIFFERING CONDITIONS POSITIONS SHOWN. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DOWEL G 4 PROVISIONS FOR EQUIPMENT FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION WHICH DIFFER DEVELOPMENT 22 17 4.75 22 17 6.75 RELOCATIONS. PRIOR TO DRILLING HOLES, FIELD VERIFY AND MARK THE LOCATION #6 MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, FROM THOSE INDICATED IN THE REPORT SHALL BE IMMEDIATELY BROUGHT LAP SPLICE 29 22 5.50 29 22 7.50 OF NEARBY EXISTING REINFORCING BARS, STIRRUPS AND EMBEDMENTS USING A OPENINGS, RECESSES AND EMBEDMENTS NOT SPECIFIED ON THE TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. CONTRACTOR IS STRUCTURAL DRAWINGS, BUT SPECIFIED ON OTHER CONTRACT PACHOMETER. IF THEY ARE HIT DURING DRILLING, NOTIFY THE OWNER'S DEVELOPMENT 33 25 5.00 33 25 7.00 RESPONSIBLE FOR REPLACING WORK CONDUCTED AFTER SUCH REPRESENTATIVE. #7 DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE. NOTIFICATION BUT BEFORE CONSTRUCTION MANAGER PROVIDES LAP SPLICE 42 33 5.75 42 33 7.75 ADDITIONAL DIRECTIONS. DL 2 CLEAN AND PREPARE HOLES IN ACCORDANCE WITH THE EPOXY MANUFACTURER'S DEVELOPMENT 37 29 5.00 37 29 7.00 G 5 MEANS, METHODS & CONSTRUCTION LOADS #8 RECOMMENDATIONS. AS A MINIMUM, BLOW COMPRESSED OIL-FREE AIR FROM THE LAP SPLICE 48 37 6.00 48 37 8.00 CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED F6 STRUCTURAL BACKFILL BOTTOM OF HOLE TOWARDS THE SURFACE. STRUCTURE. CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS AND UNLESS NOTED OTHERWISE, STRUCTURAL BACKFILL SHALL BE PLACED IN DEVELOPMENT 46 36 5.25 42 32 7.25 DRY AND CLEAN HOLE OF CONTAMINANTS. #9 SEQUENCE OF CONSTRUCTION, AND SHALL MAKE ADEQUATE PROVISION UNIFORM LAYERS NOT MORE THAN 8" THICK BEFORE COMPACTION AND LAP SPLICE 60 46 6.25 55 42 8.25 TO MAINTAIN THE INTEGRITY OF ALL STRUCTURES AT ALL STAGES OF SHALL BE BROUGHT UP UNIFORMLY AROUND THE STRUCTURE. DL 3 FILL EACH HOLE WITH A SUFFICIENT AMOUNT OF EPOXY TO COMPLETELY SURROUND CONSTRUCTION. DETERMINATION OF AND PROVISIONS FOR ADDITIONALLY, BACKFILL SHALL BE BROUGHT UP UNIFORMLY ON BOTH THE DOWEL. INSERT THE DOWEL AFTER THE EPOXY IS PLACED IN THE HOLE. NOTES: CONSTRUCTION LOADING SHALL BE PROVIDED BY THE CONTRACTOR. SIDES OF FOUNDATION WALLS. SEE SPECIFICATION 312300 FOR ADDITIONAL INFORMATION. 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND G 6 SAFETY STEEL NORMAL-WEIGHT CONCRETE. CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO ENSURE THE SAFETY OF WORKERS AND VISITORS TO THE SITE, INCLUDING BUT NOT CONCRETE 2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE ST 1 ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE AISC LIMITED TO SHORING, BRACING AND ACCESS RESTRICTION. COMPLY WITH CALCULATED PER ACI 318-08, SECTIONS 12.2.3 AND 12.15, RESPECTIVELY. "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (AISC 360-10) AND AISC ALL FEDERAL, STATE AND LOCAL SAFETY CODES AND STANDARDS. C 1 APPLICABLE CODES "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303-10). 3. LAP SPLICE LENGTHS ARE LAP CLASS B = 1.3 ld (ACI 318-08, SECTION 12.15.1). CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN. OF FRESH CONCRETE G 7 DRAINAGE SURFACES "SPECIFICATIONS FOR STRUCTURAL CONCRETE", AND THE FOLLOWING ST 2 MATERIALS CAST BELOW THE BARS. SLOPE DRAINAGE SURFACES UNIFORMLY TO DRAIN. SLOPE SHALL BE CODES: 1. STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. OTHER STEEL 1/8" TO 1/4" PER FOOT EXCEPT WHERE NOTED OTHERWISE ON THE PLANS. ACI 318-08 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" SHAPES AND PLATES SHALL CONFORM TO ASTM A36. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53 TYPES E OR S, G 8 OPENINGS C 2 REINFORCING STEEL DETAILS GRADE B. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE OPENINGS THROUGH NEW AND EXISTING WALLS AND SLABS FOR PIPES, ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, B (Fy = 46 KSI). DUCTS, CONDUITS, ETC., ARE NOT ALL SHOWN ON THE STRUCTURAL UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH ACI 3. ALL STAINLESS STEEL SHALL BE TYPE 316 MEETING ASTM A276 FOR BARS AND DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH OTHER DETAILING MANUAL (ACI SP-66), LATEST EDITION. SHAPES, AND ASTM A240 FOR PLATES, UNLESS OTHERWISE SPECIFIED. ALL DISCIPLINES AND PROVIDE THESE OPENINGS IN ACCORDANCE WITH THE STAINLESS STEEL SHALL BE PASSIVATED PER ASTM A380. OTHER CONTRACT DOCUMENTS. C 3 DESIGN STRENGTH 1. STRUCTURAL CAST-IN-PLACE CONCRETE...........................f'c = 4,500 PSI UNO ST 3 WELDING 2. REINFORCED STEEL ...............................................................ASTM A615, GRADE 1. WELDING SHALL CONFORM TO AWS D1.1-1 AND AISC 341-10. DESIGN CRITERIA 60 DEFORMED BARS UNLESS OTHERWISE NOTED 2. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO AWS A5.1 OR A5.5, CLASS E70XX. D 1 GOVERNING BUILDING CODE C 4 CONCRETE COVER CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH 2012 CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO ACI 318 ST 5 EXPANSION ANCHORS SHALL BE STAINLESS STEEL "KWIK BOLT TZ" INTERNATIONAL BUILDING CODE. THIS CODE SHALL GOVERN EXCEPT AND AS FOLLOWS: BY HILTI INC. OR EQUAL. WHERE OTHER APPLICABLE CODES OR CONTRACT PROVISIONS ARE MORE 1. CONCRETE CAST AGAINST EARTH .......................................................... 3" RESTRICTIVE. 2. CONCRETE EXPOSED TO EARTH, ST 6 EMBEDDED STEEL OR WEATHER ............................................................................................. 2" STEEL COMPLETELY ENCASED IN CONCRETE SHALL NOT BE GALVANIZED OR D 2 LIVE LOADS 3. CONCRETE NOT EXPOSED TO EARTH, PAINTED AND SHALL HAVE A CLEAN SURFACE FOR BONDING TO CONCRETE 1. TRUCK SCALE ........................................................................................HS20 OR WEATHER ........................................................................................ 1-1/2" UNLESS OTHERWISE NOTED ON THE DRAWINGS. D 4 ROOF SNOW LOAD .......................................................................................... 25 PSF C 5 BAR DEVELOPMENT AND LAP SPLICE LENGTH ST 7 PAINTING DRIFTING LOADS IN ACCORDANCE WITH ASCE 7 SEE TABLE AT THE END OF THESE STRUCTURAL NOTES. IN SLABS, AND STRUCTURAL STEEL SHALL BE COATED IN ACCORDANCE WITH SPECIFICATION. HORIZONTAL REINFORCING AT WALLS, SPLICES OF ADJACENT SHOP PRIMER SHALL BE COMPATIBLE WITH FINISH COATINGS. D 5 WIND REINFORCING STEEL BARS SHALL BE STAGGERED AT LEAST ONE SPLICE BASIC WIND SPEED ................................................................................ 115 MPH LENGTH, UNLESS OTHERWISE SPECIFIED. ST 7 PERFORMANCE COATING RISK CATEGORY ...................................................................................... III ALL GALVANIZED STEEL EXPOSED TO ATMOSPHERE SHALL RECEIVE A POWDER EXPOSURE CATEGORY ........................................................................... C C 6 WELDING REINFORCING BARS COATING PER SPECIFICATION SECTION 09 96 00 - PERFORMANCE COATING. TOPOGRAPHIC FACTOR .......................................................................... KZT= 1.0 ALL REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A706. REBAR WELDING SHALL BE IN ACCORDANCE WITH AWS D1.4. D 6 SEISMIC MCE ACCELERATION, SHORT PERIOD ........................................................SS = 1.50 g C 7 STANDARD HOOKS MCE ACCELERATION, 1-SEC PERIOD ..........................................................S1 = 0.60 g BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE SITE CLASS ..................................................................................................... D REQUIREMENTS OF PARAGRAPH 7.1 ACI 318-08. PROVIDE STANDARD DESIGN ACCEL, SHORT PERIOD .................................................................. SDS = 1.00 g HOOK IN BARS WHICH TERMINATE AT WALL OR SLAB INTERSECTIONS THAT DESIGN ACCEL, 1-SEC PERIOD .................................................................... SD1 = 0.40 g PROVIDE LESS THAN THE SPECIFIED DEVELOPMENT LENGTH. RISK CATEGORY ............................................................................................ III SEISMIC IMPORTANCE FACTOR ................................................ I = 1.25 IP = 1.00, C 8 CHAMFERS EXCEPT FOR FIRE PROTECTION SYSTEM, EGRESS STAIRWAYS, EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND AND COMPONENTS CONTAINING HAZARDOUS MATERIALS ............. IP = 1.50 EDGES SHALL HAVE 3/4" CHAMFERS. RE-ENTRANT CORNERS SHALL NOT SEISMIC DESIGN CATEGORY ....................................................................... D HAVE FILLETS. C 9 ANCHOR BOLTS ANCHOR BOLTS SHALL BE STAINLESS STEEL TYPE 316 MATERIAL UNLESS OTHERWISE NOTED (SEE SPECIFICATIONS). C12 VAPOR BARRIER BELOW SLAB ON GRADE VAPOR BARRIER, WHERE NOTED ON THE DRAWINGS, SHALL BE 10 MIL MINIMUMCLASS A OR B PLASTIC WATER VAPOR RETARDER PER ASTM E1745. INSTALL PER ASTM E1643. LAP JOINTS 6" AND SEAL WITH MANUFACTURER'S RECOMMENDED TAPE OR ADHESIVE. 25898 TABLE 1 TABLE 2 REQUIRED SPECIAL INSPECTIONS - STRUCTURAL SYSTEMS REQUIRED SPECIAL INSPECTIONS - NONSTRUCTURAL SYSTEMS FREQUENCY OF SYSTEM OR MATERIAL REQUIRED INSPECTION REMARKS SYSTEM OR MATERIAL REQUIRED INSPECTION FREQUENCY OF INSPECTION REMARKS INSPECTION CONTINUOUS PERIODIC CONTINUOUS PERIODIC SOILS VERIFY EXCAVATIONS ARE EXTENDED TO PROPER ARCHITECTURAL INSPECT WELDING OF GUARD AND HANDRAIL SYSTEMS X X DEPTH AND HAVE REACHED PROPER MATERIAL VERIFY SOIL MATERIALS BELOW FOOTINGS ARE X ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN X MECHANICAL PREPARED PROPERLY PERFORM CLASSIFICATION AND TESTING OF SEE TABLE 3 INSPECT ANCHORAGE OF ALL MECHANICAL SYSTEMS X CONTROLLED FILL MATERIALS (INCLUDING EQUIPMENT PIPING, DUCT WORK, ETC.) X VERIFY USE OF PROPER MATERIALS, DENSITIES AND SEE TABLE 3 REQUIRING STANDBY POWER LIFT THICKNESSES DURING PLACEMENT AND X CERTIFICATE OF COMPLIANCE FOR ALL MECHANICAL EQUIPMENT MANUFACTURER SHALL COMPACTION OF CONTROLLED FILL EQUIPMENT REQUIRING STANDBY POWER PROVIDE CERTIFICATE OF VERIFY USE OF DRAIN ROCK BEHIND RETAINING WALLS COMPLIANCE X ELECTRICAL INSPECT ANCHORAGE OF ELECTRICAL EQUIPMENT FOR PROOF ROLLING OF SOILS DISTURBED BY GROUND X STANDBY POWER X IMPROVEMENTS INSPECT ANCHORAGE OF ALL OTHER ELECTRICAL EQUIPMENT REQUIRING STANDBY POWER X CONCRETE INSPECT FORMWORK FOR LOCATION AND DIMENSIONS X OF MEMBER BEING FORMED CERTIFICATE OF COMPLIANCE FOR ALL ELECTRICAL EQUIPMENT MANUFACTURER SHALL VERIFY MATERIAL FOR REINFORCEMENT CONTRACTOR TO SUBMIT CERTIFIED X EQUIPMENT FOR STANDBY POWER AND ALL PROVIDE CERTIFICATE OF MILL TEST REPORTS ELECTRICAL EQUIPMENT REQUIRING STANDBY POWER COMPLIANCE REINFORCING STEEL PLACEMENT X EMERGENCY LIGHTING INSPECT ANCHORS TO BE CAST IN CONCRETE PRIOR TO AND DURING CONCRETE X X PLACEMENT INSPECT POST-INSTALLED CONCRETE ANCHORS: INSPECTION TO CONFORM TO IBC AND - HORIZONTAL AND UPWARDLY INCLINED TO ANCHOR MANUFACTURER'S ADHESIVE ANCHORS X RECOMMENDATIONS AND ICC - OTHER ANCHORS UNLESS ICC REPORT REQUIRED REPORTS TABLE 3 CONTINUOUS INSPECTION X REQUIRED TESTING FOR SPECIAL INSPECTIONS VERIFY USE OF REQUIRED CONCRETE MIX DESIGN(S) X TESTING AT THE TIME FRESH CONCRETE IS SAMPLED TO CONTINUOUS DURING PREPARATION SYSTEM OR MATERIAL CODE OR STANDARD REMARKS FREQUENCY FABRICATE SPECIMENS FOR STRENGTH TESTS, OF SAMPLES REFERENCE X PERFORM SLUMP AND AIR CONTENT TESTS, AND GEOTECHNICAL TEMPERATURE OF CONCRETE EACH 300 SF OF CONCRETE PLACEMENT PREPARED SUBGRADE DENSITY ASTM D6938 PER GEOTECHNICAL REPORT X PREPARED SUBGRADE INSPECTION FOR MAINTENANCE OF CURING VERIFY APPROPRIATE CURING EACH 300 SF OF EACH FILL IN-PLACE DENSITY ASTM D6938 PER GEOTECHNICAL REPORT PROCEDURES AND TEMPERATURE X METHOD HAS BEEN IMPLEMENTED LIFT PLACED EACH DAY AFTER EACH POUR CONCRETE VERIFY IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORES AND FORMS FROM STRUCTURAL X SLABS AND BEAMS CEMENTITIOUS GROUTING OF BASE PLATES AND EPOXY CONCRETE COMPRESSIVE ASTM C31,ASTM SEE SPECIFICATION X GROUTING FOR EQUIPMENT MOUNTING STRENGTH C39,ASTM C172 03300 STRUCTURAL STEEL FABRICATION OF STRUCTURAL ELEMENTS FABRICATOR SHALL BE APPROVED IN ACCORDANCE WITH IBC, CHAPTER 17 WHENEVER CYLINDERS CONCRETE SLUMP ASTM C143 TO PERFORM WORK WITHOUT ARE CAST SPECIAL INSPECTION WHENEVER CYLINDERS CONCRETE AIR CONTENT ASTM C231 VERIFY MATERIAL OF ANCHOR BOLTS AND THREADED CONTRACTOR TO SUBMIT ARE CAST RODS X MANUFACTURER'S CERTIFIED TEST WHENEVER CYLINDERS CONCRETE TEMPERATURE ASTM C1064 REPORTS ARE CAST VERIFY MATERIAL FOR STRUCTURAL STEEL SHAPES, CONTRACTOR TO SUBMIT CERTIFIED CEMETITIOUS AND EPOXY ASTM C942 TEST 2" CUBES FOR EACH GROUT SHIPMENT TO PLATES, BARS, ETC. X MILL TEST REPORTS GROUT COMPRESSIVE (CEMENTITIOUS) THE FIELD STRENGTH ASTM C579 (EPOXY) VERIFY MATERIALS FOR WELD FILLER MATERIALS X VERIFY WELDER QUALIFICATIONS CONTRACTOR TO SUBMIT WELDERS X CERTIFICATES QUALITY ASSURANCE NOTES VERIFY USE OF PROPER WELDING PROCEDURES X INSPECT COMPLETE AND PARTIAL-PENETRATION 1. THE QUALITY OF THE WORKMANSHIP AND THE QUALITY OF THE MATERIALS OF CONSTRUCTION ARE GOVERNED BY GROOVE WELDS, MULTI-PASS FILLET WELDS, AND X THE INTERNATIONAL BUILDING CODE, 2012 EDITION (IBC). SINGLE-PASS FILLET WELDS GREATER THAN 5/16" 2. ALL NEW STRUCTURES AND MODIFICATIONS TO EXISTING STRUCTURES TO BE CONSTRUCTED AS A PART OF THIS INSPECT SINGLE-PASS FILLET WELDS LESS THAN OR VISUALLY INSPECT ALL WELDS PROJECT ARE CLASSIFIED AS OCCUPANT CATEGORY III, IN ACCORDANCE WITH THE IBC. THE STRUCTURES ARE EQUAL TO 5/16" X CLASSIFIED AS SEISMIC DESIGN CATEGORY D. 3. TO ASSURE THE QUALITY OF THE CONSTRUCTION OF THIS PROJECT, STRUCTURAL TESTS, SPECIAL INSPECTION AND STRUCTURAL OBSERVATION WILL BE PERFORMED IN ACCORDANCE WITH IBC, CHAPTER 17. 4. WHERE FREQUENCY OF INSPECTION IS SPECIFIED TO BE CONTINUOUS, THE SPECIAL INSPECTOR IS EXPECTED TO BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED AND PROVIDING FULL-TIME OBSERVATION OF THE WORK REQUIRING SPECIAL INSPECTION. 5. WHERE FREQUENCY OF INSPECTION IS SPECIFIED TO BE PERIODIC, THE SPECIAL INSPECTOR IS EXPECTED TO BE PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK (PRIOR TO THE NEXT CONSTRUCTION TASK). 6. SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE BUILDING OFFICIALS. CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL. COORDINATE WITH BUILDING DEPARTMENT TO DETERMINE REQUIRED INSPECTIONS. 7. CONTRACTOR SHALL PROVIDE ACCESS TO THE WORK FOR REQUIRED INSPECTIONS. CONTRACTOR SHALL PROVIDE NOTIFICATION IN ADVANCE OF REQUIRED INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS. F HS-120 PNL-001 MCC-100 PNL-100 ID SIZE 250 OHM RES 30A 3P 2 CR ID 3/4" DIAMETER x 10'-0" COPPERCLAD GROUND ROD PANEL SCHEDULE PANEL A 4 6 5 7 2 8 1 2 3 1 6 2 3 7 4 8 5 ELECTRICAL SITE PLAN R Know what's ELECTRICAL SITE PLAN R Know what's R TEMPORARY ELECTRICAL SITE PLAN Know what's F F R Know what's R Know what's R Know what's R Know what's R Know what's R Know what's R Know what's R Know what's NORTH COUNTY RTS SCALE REPLACEMENT LIMITS PROJECT # RR8744 ARLINGTON CEMETERY SR9 ARLINGTON MUNICIPAL AIRPORT TO SR531 HAZARDOUS BUILDING MATERIALS SURVEY Demolition North County Transfer Station Scale House rd 19600 63 Avenue Northeast Arlington, Washington Submitted To: Mr. Larry Brewer Snohomish County Facilities Management 3000 Rockefeller Avenue, M/S 404 Everett, Washington 98201 Prepared By: Med-Tox Northwest Post Office Box 1446 Auburn, Washington Med-Tox Project No. 8144.4 Auburn, Washington 98071-1446 Telephone: 253-351-0677 Anthony Fullerton AHERA BI #1438565 Exp. 10/1/2015 Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Table of Contents Acronyms ........................................................................................................................ iv Survey Summary ............................................................................................................. 1 Building Information .................................................................................................. 1 Asbestos Survey ....................................................................................................... 2 Surfacing Materials........................................................................................... 2 Thermal System Insulation ............................................................................... 2 Miscellaneous Materials ................................................................................... 2 Lead-Based Paint Summary ..................................................................................... 4 Lead in Painted Surfaces ................................................................................. 4 Waste Designation Survey ............................................................................... 5 Other Hazardous Building Materials ......................................................................... 5 Chlorofluorocarbons ......................................................................................... 5 PCB Light Ballasts and Fluorescent Light Tubes ............................................. 5 Laboratory Analytical Methods ........................................................................................ 7 Asbestos-Containing Materials ................................................................................. 7 Lead-Based Paint ..................................................................................................... 7 Comments and Recommendations ................................................................................. 8 Asbestos-Containing Materials ................................................................................. 8 Lead-Based Paint ..................................................................................................... 8 PCB .......................................................................................................................... 9 Other Hazardous Building Materials ......................................................................... 9 Limitations ..................................................................................................................... 10 Appendix A AHERA Building Inspector and WDOC Risk Assessor Certificates ............. A Appendix B Building and Building System Photographic Documentation........................ B Appendix C Summary of Materials Sampled for Asbestos .............................................. C Appendix D National Voluntary Laboratory Accreditation Program Certificate ................ D Appendix E Analytical Report- Asbestos ......................................................................... E Appendix F Analytical Report- Lead ................................................................................ F Appendix G EMSL Analytical, Inc. Laboratory Certification ............................................ G Appendix H Sample Location Drawing .......................................................................... H Tables Table 1. Summary of Asbestos-Containing Materials. ................................................... 3 May 2015 ii Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Table 2. Summary of Suspect Materials Determined Non-Asbestos Containing............ 3 Table 3. Summary of Bulk Paint Chip Sample Results .................................................. 5 Table 4. Summary of Fluorescent, HID, and Exit Lights. ................................................ 6 May 2015 iii Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Acronyms AAS atomic absorption spectroscopy ACM asbestos-containing materials AHERA Asbestos Hazard Emergency Response Act ASHARA Asbestos Schools Hazard Abatement Reauthorization Act ASTM American Society of Testing and Materials CHR Chrysotile asbestos CFC chlorofluorocarbons CFR Code of Federal Regulation DEHP Di (2-ethylhexyl) phthalate EA each EPA U.S. Environmental Protection Agency GWB gypsum wallboard HBM hazardous building materials HM homogeneous material LBP lead-based paint mg/cm2 milligrams per square centimeter mg/kg milligrams per kilogram mg/L milligrams per liter MTNW Med-Tox Northwest ND none detected NVLAP National Voluntary Laboratory Accreditation Program OSHA Occupational Safety and Health Administration PCB polychlorinated biphenyl ppm parts per million PSCAA Puget Sound Clean Air Agency RCRA Resource Conservation and Recovery Act SAT Seattle Asbestos Test SF square feet TCLP toxicity characteristic leaching procedure TSI thermal system insulation WAC Washington Administration Code WDOC Washington Department of Commerce WISHA Washington Industrial Safety and Health Administration XRF X-Ray fluorescence % wt percent in weight May 2015 iv Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Survey Summary On May 6, 2015 Anthony Fullerton of Med-Tox Northwest (MTNW) conducted a hazardous building materials (HBM) survey of the North County Transfer Station scale house located at 19600 63rd Avenue Northeast in Arlington, Washington. This work was conducted on behalf of Snohomish County Facilities Management. The scale house was in full operation at the time of the survey. This report identifies building materials that contain asbestos, estimates the quantity of asbestos-containing material (ACM) present and documents building materials that potentially contain lead-based paint (LBP), polychlorinated biphenyls (PCBs), and other hazardous materials that require removal or management as part of demolition activities. Washington Administrative Code (WAC) 296-155-775 requires identification of asbestos and hazardous materials and their hazards eliminated before demolition is started. As required by WAC 296-62-077 and Puget Sound Clean Air Agency (PSCAA), building inspectors certified under the Asbestos Hazard Emergency Response Act (AHERA) and employed by MTNW conducted the asbestos portion of the survey. Copies of the inspectorsâ€™ AHERA building inspector and Washington Department of Commerce (WDOC) LBP Risk Assessor certificates are included in Appendix A. No previous HBM surveys or as-built construction documents were available as part of the survey. The building was occupied at the time of the survey and MTNW performed limited selective building demolition to access potentially hidden HBM. Building Information Photographic documentation of the structure and the major systems described herein are provided in Appendix B. General and Structural: The North County Transfer Station scale house was constructed in 1986 and is approximately 200 square feet in size. It is a one-story structure constructed of brick and mortar with wood framed interior walls and trusses. The peaked roof has metal sheeting over vapor barrier and plywood sheeting. The windows are aluminum framed. The doors are metal that are either hollow core or solid core. Heating and Mechanical Systems: Heating for the building is from a small electric furnace located in the attic space and an electric wall mounted heater located in the restroom. There is also a small electric hot water tank located in the restroom. All visible pipes were un-insulated. May 2015 1 Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Walls/Ceiling: The walls and ceilings throughout the building are covered with un- textured gypsum wallboard (GWB) system. Floor Systems: The floor throughout has vinyl floor tile glued to the concrete slab. Asbestos Survey The AHERA regulation, 40 CFR 763, is the primary governing regulation when performing asbestos surveys. This regulation was originally enacted for school buildings, but has since been applied to public and commercial buildings by the Asbestos School Hazard Abatement Reauthorization Act (ASHARA) in 1994 and by the Occupational Safety and Health Administrationâ€™s (OSHA) worker protection regulations in 1995, specifically 29 CFR 1926.1101(k). Puget Sound Clean Air Agency (PSCAA) also requires compliance with AHERAâ€™s survey and sampling requirements. This applies to any renovation or demolition activities where suspect ACM may be disturbed. PSCAA is a local agency that receives statutory authority from the U.S. Environmental Protection Agency (EPA) to enforce environmental regulations. AHERA divides suspect ACM into three categories; â€œsurfacing materialsâ€ (i.e., sprayed fireproofing, popcorn ceiling texture, etc.), â€œthermal system insulationâ€ (TSI) (i.e., pipe or building insulation, etc.), and â€œmiscellaneous materialsâ€ (i.e., flooring material, roofing, construction mastics, etc.). The following sections summarize the potential ACMs identified and for each of these three categories. For a complete listing of suspect materials sampled, see Appendix C. See Appendix H for the sample location drawing. Surfacing Materials There were no surfacing materials identified in the building as defined by 40 CFR 763. Thermal System Insulation Â§ Fiberglass batt insulation. This material was observed in the attic. This material was visually observed to be non-asbestos containing. All visible pipes observed in the building were un-insulated. Miscellaneous Materials Â§ 12-inch tan floor tile with mastic (HM01). This flooring material was observed throughout the building. Two samples of the tile and mastic were collected and analyzed for asbestos content; the floor tile was determined to be negative for asbestos, the mastic was analyzed to contain 3% Chrysotile asbestos. May 2015 2 Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Â§ Un-textured GWB system (HM02). The interior walls and ceiling were observed to be covered with this building system. Three samples were collected and analyzed for asbestos content; this material was determined to be negative for asbestos. Â§ 4-inch tan cove base and mastic (HM03). This material was observed on the walls throughout the building. Two samples were collected and analyzed for asbestos content; this material was determined to be negative for asbestos. Â§ Window frame caulk (HM04). The windows for the building are aluminum framed. The frames are sealed on both the interior and exterior with caulk. Two samples of the caulk were collected and analyzed for asbestos content; this material was determined to be negative for asbestos. Â§ Door frame caulk (HM05). The metal framed doors for the building are sealed with caulk. Two samples of the caulk were collected and analyzed for asbestos content; this material was determined to be negative for asbestos. Â§ Brick mortar (HM06). This material was identified on the exterior walls of the building. Two samples were collected and analyzed for asbestos content; this material was determined to be negative for asbestos. Â§ Vapor barrier (HM07). This material was identified under the sheet metal roof. Two samples were collected and analyzed for asbestos content; this material was determined to be negative for asbestos. Table 1 summarizes ACM identified in the structures surveyed by Med-Tox Northwest. Friability was determined by conditions observed during the survey and by how the material behaves during mechanical demolition. Table 1. Summary of Asbestos-Containing Materials. Material Location Friable Quantity 12-inch tan tile and mastic Throughout No 216 SF SF= square feet Note: This table is not to be used without the complete survey document including appendices for additional information. Table 2 lists all suspect materials sampled that have been determined to be non- asbestos containing. Table 2. Summary of Suspect Materials Determined Non-Asbestos Containing Material Location Material Description Interior Un-textured gypsum wallboard system May 2015 3 Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Material Location Material Description Interior 4-inch tan cove base and mastic Interior/exterior Window frame caulk Exterior Door frame caulk Exterior Brick mortar Exterior Vapor barrier Note: This table is not to be used without the complete survey document including appendices for additional information. Lead-Based Paint Summary Lead was commonly used in most paint products until 1978, when it was banned from residential paints at concentrations greater than 600 parts per million (ppm); however, commercial applications with lead were still utilized and are still available. Lead is poisonous to the human body and presents a potential health hazard during any kind of disturbance (such as maintenance, including grinding, welding, and cutting) and if improperly disposed, where lead can enter drinking water supplies. EPA defines LBP as a concentration of 1.0 milligrams per centimeter squared (mg/cm2) or greater by X-Ray fluorescence (XRF) or 0.5 percent by weight (%wt) or greater by total lead analysis; equivalent to 5,000 milligrams per kilogram (mg/kg). This EPA action level triggers requirements for protection of the environment, maintenance workers, and building occupants in child occupied facilities as defined by 40 CFR 745. Additionally, building components exceeding EPA lead levels may cause demolition waste streams to fail waste designation sampling performed for compliance with WAC 173-303. WISHA worker protection regulations has not defined a minimum concentration for regulating lead, and has clarified that lead at any detectable concentration shall be considered regulated by WAC 296-155-176, Lead. Paint sample results can be expressed in mg/kg (same as ppm), percent by weight (%wt) or mg/cm2 by area depending on the type of analytical methods used. Any positive result, regardless of the reporting method by the laboratory, will require compliance with WAC 296-155-176. Lead in Painted Surfaces Interior and exterior painted surfaces were tested for LBP using bulk sample collection and chemical analysis. A total of three, (3) paint chip samples were collected. Analytical results are provided in Table 3. May 2015 4 Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Table 3. Summary of Bulk Paint Chip Sample Results Result Sample Number Location Component Substrate Color (%wt*) 8144.4-AF-01Pb Interior Window sill Wood White <0.023 8144.4-AF-02Pb Exterior Soffit Wood Brown <0.036 8144.4-AF-03Pb Interior Wall GWB White <0.042 %wt= percent in weight. The Washington Industrial Safety and Health Administration (WISHA) worker protection regulations have stated that lead at any detectable concentration shall be considered regulated (Washington Administrative Code [WAC] 296-155- 176, Lead. Waste Designation Survey Waste designation sampling has been performed for the building demolition including Toxicity Characterization Leaching Procedure (TCLP) analytical sampling of affected building components. The TCLP procedure is used to simulate the transfer of lead from lead-containing waste into the ground water system upon co-disposal of the lead- containing waste and municipal solid waste in unlined solid waste landfills. The TCLP attempts to simulate rain or ground water leaching, or both, of lead from the buried waste. In order for the procedure to yield an accurate predictor of the subsurface (in- ground) leaching process, a representative sample of the volume of the waste must be selected and submitted for leaching and analysis. The result of the sampling, leaching, and analysis process is used to determine the waste handling and disposal protocols to be followed and to document compliance with applicable laws, regulations, and requirements. WAC 173-303 Dangerous Waste Regulations defines hazardous waste as it relates to lead by toxicity as 5.0 milligrams per Liter (mg/L) by TCLP. The bulk samples collected for lead based paint indicated that all samples contain lead less than the detection limit of the analytical method. Based on these results, it is not expected that the waste stream for the structure will exceed 5.0 mg/L therefore construction waste can be disposed of as general construction debris. Other Hazardous Building Materials Chlorofluorocarbons MTNW inspected the residence for cooling systems with potential chlorofluorcarbons. There were no cooling systems observed. PCB Light Ballasts and Fluorescent Light Tubes Older fluorescent light ballasts have small capacitors that may contain high concentrations of PCBs. Nearly all ballasts manufactured before 1979 contain PCBs. All ballasts manufactured after July 1, 1978 that do not contain PCBs are required to be May 2015 5 Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey clearly marked "No PCBs". Unmarked ballasts or ballasts without a date code should be assumed to be PCB ballasts. PCBs are toxic chemicals according to the EPA. While there is only a small amount, about one ounce, of PCBs in each light ballast capacitor, but there are a large number of ballasts in the United States. About half of the one billion ballasts, estimated as currently installed, were manufactured before 1979 and usually contain PCBs. A "No PCB" label means there are less than 50 ppm PCBs however, in the state of Washington PCB in oils are regulated at 2 ppm (WAC 173-303- 9904). Ballasts manufactured after 1978/79 may contain a PCB replacement called Di (2-ethylhexyl) phthalate (DEHP), a probable human carcinogen. DEHP, a clear, odorless, synthetic compound, is often used as a plasticizer. By 1985, most manufacturers had stopped using DEHP in ballasts for 4-foot fixtures but continued to use it for most 8-foot and high intensity discharge fixtures until 1991. In any case, ballasts should not be disassembled for disposal but collected and sent to a treatment, storage or disposal facility certified by the state/EPA for disposal of PCBs and/or DEHP. A fluorescent light fixture was observed in the garage. This fixture was not inspected for the presence of a PCB light ballasts due to being in use and Ecologyâ€™s recommendation to properly manage all light ballasts. Therefore, all light fixtures are assumed to contain PCB light ballasts; light tubes are assumed to contain mercury. Additionally smoke detectors may be regulated as universal or hazardous waste and will require dismantling and special handling. Table 4 provides a summary of these items in the building: Table 4. Summary of Fluorescent, HID, and Exit Lights. HID 4-foot, 4-foot, 4-foot, Smoke Location/floor lights 4-bulb 2-bulb 1-bulb detectors Throughout 0 4 0 0 1 Total 0 4 0 0 1 Typically, there is one ballast for every two-light tubes in a fluorescent light fixture; accordingly, there are approximately 8 ballasts in the light fixture requiring recycling or PCB hazardous waste disposal. There are also 16 four-foot light tubes that will need to be recycled during demolition. May 2015 6 Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Laboratory Analytical Methods Asbestos-Containing Materials Bulk samples were analyzed by Polarized Light Microscopy (PLM) dispersion staining EPA Method 600/R-93/116 and 400 Point Count by Seattle Asbestos Test, LLC. (SAT) SAT is accredited through the National Voluntary Laboratory Accreditation Program (NVLAP) of the U. S. Department of Commerce. This accreditation does not constitute endorsement, but rather a finding of laboratory competence. The NVLAP participant number for SAT is 200768-0 (certification copies are located in Appendix D). Analytical results are in Appendix E. Lead-Based Paint Bulk paint chip samples were submitted to EMSL Analytical, Inc., for analysis. A total of three, (3) paint chip samples were analyzed for lead using atomic absorption spectroscopy (AAS) to determine the presence and percentage of lead. Procedures for analyzing metals are found in the American Society of Testing and Materials (ASTM) D-3335-78 and EPA Method Manual SW-846, Method 6010. (EMSL used SW 846 3050B*/7000B) an equivalent analytical method. Analytical results for paint chip results are provided in Appendix F. EMSL Analytical, Inc., laboratory certification is attached in Appendix G. A sample location drawing is provided in Appendix H. May 2015 7 Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Comments and Recommendations Asbestos-Containing Materials Med-Tox Northwest recommends, and state law requires, that all asbestos materials identified in Table 1 be removed prior to demolition. Med-Tox Northwest recommends that this survey report be placed on-site during renovation and/or demolition and copies provided to the contractor(s) bidding and performing work. WISHA, OSHA and PSCAA require that the report be on-site and available for review during the entire project duration. Additional destructive investigation and sampling will be required prior to and during any demolition activities including the following: 1. The doors to the building did not appear to be fire doors with suspect asbestos content. Prior to any activity that will impact the doors, drill into the doors and door frames to determine if suspect fire protection is located inside. 2. Perform destructive investigation inside wall and ceiling cavities to verify suspect asbestos is not hidden or present prior to demolition. 3. Electrical systems were not sampled due to power being live. Sample and verify that asbestos is not present prior to building demolition. Washington Industrial Safety and Health Administration (WISHA) requires ACM be removed by trained and licensed contractors using certified asbestos abatement workers and supervisors (except for deregulated roofing sealants, mastics, and coatings). A 10-day prior notification is also required before abatement can begin. In addition, PSCAA requires notification and fees paid prior to beginning removal Lead-Based Paint For lead, any percentage of lead in the material should be an assumed risk to human health. For best work practice, all painted surfaces should be assumed to contain at least trace levels of lead in paint, therefore requiring compliance with WAC 296-155-176 during any disturbance of painted surfaces. May 2015 8 Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey The OSHA criteria are used to determine if materials are hazardous during a demolition. For lead, any percentage of lead in the material should be an assumed risk to human health. Disposal options are also determined by whether the material contains lead. Disposal options under WAC 173-303 are also determined by whether the material contains lead. The bulk samples collected for lead based paint indicated that all of the samples contain lead less than the detection limit of the analytical method. Based on these results, the waste from this building will not exceed the dangerous waste limit of 5.0 mg/L lead by TCLP method PCB During demolition, the asbestos abatement contractor should be tasked with dismantling light fixtures, collecting all lighting ballasts for proper disposal, and recycling the light tubes. Ballasts without â€œNo-PCBâ€ labels are considered PCB-containing and must be disposed as a hazardous waste. â€œNo-PCBâ€ and DEHP ballasts may designate as Washington Dangerous Waste and should be sent to an EPA licensed facility for proper disposal. Other Hazardous Building Materials Fluorescent light tubes contain mercury and can be recycled as a universal waste for minimal cost. Any smoke detectors should be collected and recycled/disposed appropriately as a universal waste. May 2015 9 Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Limitations A good faith effort has been made to identify ACM, LBP, and other HBM in preparation for building demolition. This survey was performed for complete demolition of the building; however, destructive investigation was only performed on a limited basis. Additional destructive investigation and sampling will be required depending on inaccessible building systems including mechanical spaces and/or mechanical/electrical system routing. Sampling was performed consistent with the level of care and skill ordinarily exercised by professionals currently practicing under similar conditions in the area. No other warranty, expressed or implied, is made. This report has been prepared for the exclusive use of Snohomish County and itsâ€™ designates for this project only. The analyses, conclusions, and recommendations presented in this report are based on conditions encountered at the time of our study and our experience and judgment. MTNW cannot be held responsible for interpretation by others of the data contained in this report; any use of this report shall include the entire document. This survey is not intended for use as abatement plans and/or specifications which MTNW recommends for regulatory compliance. . May 2015 10 Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Appendix A AHERA Building Inspector and WDOC Risk Assessor Certificates May 2015 A Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Appendix B Building and Building System Photographic Documentation May 2015 B Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Hazardous Building Materials Survey North County Transfer Station Scale House Snohomish County May 2015 Photo 1: North and east sides of the scale house. Photo 2: South side of the scale house facing northwest. Page 1 Hazardous Building Materials Survey North County Transfer Station Scale House Snohomish County May 2015 Photo 3: Typical finishes observed in the building. The 12-inch tan floor tile has ACM black mastic. Photo 4: Electric hot water heater located in restroom. The pipes are un-insulated. Page 2 Hazardous Building Materials Survey North County Transfer Station Scale House Snohomish County May 2015 Photo 5: Picture of the attic space of the building. Page 3 Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Appendix C Summary of Materials Sampled for Asbestos May 2015 C Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Hazardous Building Materials Survey Snohomish County North County Transfer Station Scale House Summary of Materials Sampled for Asbestos Sample Material Location AHERA Type HM Result 8144.4-AF-01 12-inch tan floor tile Interior Misc. 01 Layer 1: ND with mastic Layer 2: 3% CHR 8144.4-AF-02 12-inch tan floor tile Interior Misc. 01 Layer 1: ND with mastic Layer 2: 3% CHR 8144.4-AF-03 Un-textured gypsum Interior walls Misc. 02 ND wallboard system 8144.4-AF-04 Un-textured gypsum Interior walls Misc. 02 ND wallboard system 8144.4-AF-05 Un-textured gypsum Interior walls Misc. 02 ND wallboard system 8144.4-AF-06 4-inch tan cove base Interior walls Misc. 03 ND and mastic 8144.4-AF-07 4-inch tan cove base Interior walls Misc. 03 ND and mastic 8144.4-AF-08 Window frame caulk Interior/exterior Misc. 04 ND 8144.4-AF-09 Window frame caulk Interior/exterior Misc. 04 ND 8144.4-AF-10 Door frame caulk Exterior Misc. 05 ND 8144.4-AF-11 Door frame caulk Exterior Misc. 05 ND 8144.4-AF-12 Brick mortar Exterior wall Misc. 06 ND 8144.4-AF-13 Brick mortar Exterior wall Misc. 06 ND 8144.4-AF-14 Roof vapor barrier Roof-under metal Misc. 07 ND sheeting 8144.4-AF-15 Roof vapor barrier Roof-under metal Misc. 07 ND sheeting CHR = Chrysotile asbestos, HM = homogeneous material, ND = none detected Snohomish County Appendix C-1 North County Transfer Station Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Appendix D National Voluntary Laboratory Accreditation Program Certificate May 2015 D Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Appendix E Analytical Report- Asbestos May 2015 E Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Appendix F Analytical Report- Lead May 2015 F Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc EMSL Order: 161507144 EMSL Analytical, Inc. CustomerID: MEDT50 2001 East 52nd St., Indianapolis, IN 46205 CustomerPO: Phone/Fax: (317) 803-2997 / (317) 803-3047 http://www.EMSL.com indianapolislab@emsl.com ProjectID: Attn: Anthony Fullerton Phone: (253) 351-0677 Med-Tox Northwest Fax: (253) 351-0688 PO Box 1446 Received: 05/07/15 9:45 AM Collected: Auburn, WA 98071 Project: 8144.4 Test Report: Lead in Paint Chips by Flame AAS (SW 846 3050B/7000B)* Client SampleDescription Collected Analyzed RDL Lead Concentration 8144.4-AF-01Pb 5/11/2015 0.023 % wt <0.023 % wt 161507144-0001 Site: White On Wood Window Sill 8144.4-AF-02Pb 5/11/2015 0.036 % wt <0.036 % wt 161507144-0002 Site: Brown On Wood Ext. Soffitt 8144.4-AF-03Pb 5/11/2015 0.042 % wt <0.042 % wt 161507144-0003 Site: White On Int. GWB Wall Doug Wiegand, Laboratory Manager or other approved signatory *Analysis following Lead in Paint by EMSL SOP/Determination of Environmental Lead by FLAA. Reporting limit is 0.010 % wt based on the minimum sample weight per our SOP. Unless noted, results in this report are not blank corrected. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities. Samples received in good condition unless otherwise noted. "<" (less than) result signifies that the analyte was not detected at or above the reporting limit. Measurement of uncertainty is available upon request. The QC data associated with the sample results included in this report meet the recovery and precision requirements established by the AIHA-LAP, unless specifically indicated otherwise. Samples analyzed by EMSL Analytical, Inc. Indianapolis, IN AIHA-LAP, LLC--ELLAP 157245, OH E10040 Initial report from 05/13/2015 14:47:02 Test Report PB w/RDL-7.32.3 Printed: 5/13/2015 2:47:02 PM Page 1 of 1 OrderID: 161507144 Page 1 Of 1 Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Appendix G EMSL Analytical, Inc. Laboratory Certification May 2015 G Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc February 27, 2015 Laboratory ID: 157245 Richard Harding EMSL Analytical, Inc. 2001 East 52nd St Indianapolis, IN 46205 Dear Mr. Harding: AIHA Laboratory Accreditation Programs, LLC (AIHA-LAP, LLC) has approved an extension to your laboratoryâ€™s current certificate of accreditation in the Industrial Hygiene Laboratory Accreditation Program (IHLAP), Environmental Lead Accreditation Program (ELLAP) and Environmental Microbiology Accreditation Program (EMLAP). This extension will expire on June 01, 2015. Remember that your laboratory must maintain proficiency per Policy Module 6 in order for the new certificate to be issued. Your laboratory remains an accredited laboratory in IHLAP, ELLAP and EMLAP. Please keep a copy of this letter with your expired certificate. If you have questions or concerns, please feel free to contact Patricia Sheehan, Laboratory Accreditation Specialist at (703) 846-0739. Sincerely, Cheryl O. Morton Managing Director AIHA Laboratory Accreditation Programs, LLC AIHA Laboratory Accreditation Programs, LLC 3141 Fairview Park Drive, Suite 777, Falls Church, VA 22042 USA main +1 703-846-0736 fax +1 703-207-8558 Twitter: @AIHA_LAP_LLC R3 04/18/2014 Page 1 of 1 Snohomish County North County Transfer Station Scale House Hazardous Building Materials Survey Appendix H Sample Location Drawing May 2015 H Snohomish County C:\Users\fullertona\Desktop\Work folders\Snohomish County\8144.4\North County Transfer Station- Scale House MTNW Project 8144 4.doc Permit #: 704 Permit Date: 06/10/15 Permit Type: TEMPORARY STRUCTURE Project Name: North County RTS Applicant Name: Snohomish County Public Works Applicant Address: 3000 Rockefeller Avenue, M/S 607 Applicant, City, State, Zip: Everett, WA 98201 Contact: Larry Brewer Phone: 425-388-3488 Email: larry.brewer@co.snohomish.wa.us Scope of Work: Install temp scale booths Valuation: 0.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 09/14/2015 Permit Expires: 03/14/2016 Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel # Address Legal Description Owner Name Owner Phone Zoning SNOHOMISH CO 485 Solid Waste 00746300001500 19600 63RD AVE NE PROP MGMT Disposal Contractors License Contractor Primary Contact Phone Address Contractor Type License # Mike Werlech 1701 SW 112th CONSTRUCTION Mike Werlech 206-937-2208 Construstion, Inc Street CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 06/10/2015 DEMOLITION BUILDING 06/10/2015 DEMOLITION PW-ADMIN-GIS 06/10/2015 DEMOLITION No comments PW-SEW-REV No comments for this review. 06/10/2015 DEMOLITION PW-WAT-REV Gus Fees Fee Description Notes Amount Demolition $100.00 State Surcharge - 1st DU Residential - 1st Unit $4.50 Total $104.50 Attached Letters Date Letter Description 06/15/2015 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 09/14/2015 Snohomish County Demolition Permit Check #1866134 $104.50 Outstanding Balance $0.00 Notes Date Note Created By: 06/15/2015 Need Contractor Launa Black Uploaded Files Date File Name 09/14/2015 1279442-North County RTS Demolition Permit.pdf 06/10/2015 1135158-19600_NCRTS-Haz Waste Report.pdf 06/10/2015 1135155-19600_NCRTS-Demo Plan.pdf 06/10/2015 1135154-19600_Demolition Permit Application_response.pdf