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<br />GENERAL NOTES:
<br />SPECIAL LANDFILL &TE REQUIREMENTS:
<br />A PORTION OF THE PROJECT IS LOCATED ON THE EVERETT LANDFILL SITE. THE EVERETT LANDFILL SITE IS SUBJECT TO A
<br />CONSENT DECREE BETWEEN THE CITY, RIVERFRONT COMMERCIAL INVESTMENT, LLC, ,AND THE STATE DEPARTMENT OF ECOLOGY
<br />THAT INCLUDES SPECIAL REQUIREMENTS FOR WORK ON THE LANDFILL SITE AS DESCRIBED BELOW, ALL CONSTRUCTION WORK
<br />SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONSENT DECREE AND THE ENVIRONMENTAL REQUIREMENTS OF
<br />THE CLEANUP ACTION PLAN,
<br />TO RESTRICT PUBLIC ACCESS TO THE LANDFILL SITE DURING CONSTRUCTION, FENCING AND LOCKING GATES SHALL BE
<br />MAINTAINED DURING CONSTRUCTION AND SECURED DAILY.
<br />CONTRACTOR MUST DEVELOP, SUBMIT FOR OWNER APPROVAL, AND MAINTAIN, A SITE SAFETY AND HEALTH PLAN AT ALL TIMES.
<br />THE SITE HEALTH AND SAFETY PLAN SHALL MEET THE REQUIREMENTS OF CFR 1910.120 AND THE CONSENT DECREE, AND BE
<br />SUBMITTED TO THE CITY' OF EVERETT AND THE STATE DEPARTMENT OF ECOLOGY FOR REVIEW,
<br />DUST AND ODORCONTROL:
<br />THE SITE SHALL BE MONITORED FOR FUGITIVE DUST. IF FUGITIVE DUST DEVELOPS, CONTRACTOR IS TO WATER DOWN
<br />THE WORK AREA UNTIL DUST IS CONTROLLED FROM MIGRATING OUTSIDE OF THE CONSTRUCTION ZONE, DUST CONTROL
<br />MEASURES SHOULD NOT RESULT IN SURFACE WATER RUNOFF,
<br />ODOR EMISSIONS SHALL BE CONTROLLED TO ENSURE COMPLIANCE WITH STATE OF WASHINGTON AND PUGET SOUND AIR
<br />AGENCY REGULATIONS. METHODS OF CONTROL SHALL INCLUDE BUT IS NOT LIMITED TO AIR MONITORING AT DOWNLOAD
<br />PERIMETER WORK AREA LOCATIONS, POLYETHYLENE OR OTHER SHEETING, TARPING, OR TEXTILE TO COVER EXPOSED SOIL AREAS
<br />AND WASTE CONTAINERS, AND USE OF WATER SPRAYS,
<br />SPECIAL SAFETY PROVISIONS:
<br />CONSTRUCTION OF THIS PROJECT IS BEING PERFORMED ON, AND ADJACENT TO BURIED WASTES AND REFUSE, AS
<br />THESE BURIED MATERIALS DECOMPOSE ANAEROBICALLY, THEY GENERATE LANDFILL GAS (LFG), WHICH NORMALLY
<br />CONSISTS OF CARBON DIOXIDE (CO2), METHANE (CH4), OCCASIONALLY HYDROGEN SULFIDE (H2S) AND OTHER GASES,
<br />DEPENDENT ON THE COMPOSITION OF THE BURIED MATERIALS, HAZARDOUS CONDITIONS DUE TO LANDFILL GASES
<br />INCLUDE BUT ARE NOT LIMITED TO FIRES, EXPLOSIONS, OXYGEN DEFICIENCY, AND TOXIC ENVIRONMENTS. LEACHATE
<br />(I.E., CONTAMINATED LIQUID THAT HAS COME IN CONTACT WITH REFUSE AND CONTAINS WASTE DEGRADATION
<br />PRODUCTS) MAY BE PRESENT IN EXCAVATIONS.
<br />LANDFILL GASES HAVE THE POTENTIAL TO CREATE HAZARDOUS CONDITIONS IF NOT CONTROLLED OR RECOGNIZED.
<br />SOME OF THE HAZARDS INCLUDE:
<br />1, FIRES THAT MAY START SPONTANEOUSLY FROM EXPOSED AND/OR DECOMPOSING REFUSE.
<br />2, FIRES AND EXPLOSIONS THAT MAY OCCUR FROM THE PRESENCE OF METHANE GAS,
<br />3, LANDFILL GASES AND OTHER TRACE GASES THAT MAY HAVE TOXIC EFFECTS OR CREATE AN OXYGEN DEFICIENCY IN
<br />TRENCHES, VAULTS, CONDUITS, AND STRUCTURES.
<br />4. HYDROGEN SULFIDE, A HIGHLY TOXIC AND FLAMMABLE GAS, WHICH MAY BE PRESENT.
<br />5. EXPOSURE TO LEACHATE IS POTENTIALLY HAZARDOUS TO HUMAN HEALTH BECAUSE OF TOXIC AND/OR CARCINOGENIC
<br />COMPOUNDS THAT MAY BE PRESENT IN THE LEACHATE.
<br />A. ALL IMPORTED SOILS WILL BE VISUALLY FIELD SCREENED FOR EVIDENCE OF CONTAMINANTS. ANY SUSPECT SOILS WILL
<br />BE SAMPLED FOR CHEMICAL ANALYSIS. ALL OTHER SOIL WILL BE SAMPLED FOR CHEMICAL ANALYSIS AT THE RATE OF
<br />ONE COMPOSITE SAMPLE (COMPRISED OF FOUR DISCRETE GRAB SAMPLES) FOR EVERY 5,000 CUBIC YARDS IMPORTED.
<br />ANALYSES WILL INCLUDE PETROLEUM HYDROCARBONS BY METHOD NWTPH—HCID (WITH FOLLOW UP AS NEEDED) AND
<br />RCRA METALS BY METHOD EPA 601OD/602OB/200,7/200.6, ALL SOIL REMAINING ON SITE WILL MEET THE CRITERIA
<br />FOR LIMITED ACCESS PROPERTIES IN THE CURRENT DRAFT REVISIONS TO WAC 173-350 SOLID WASTE HANDLING
<br />STANDARDS.
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<br />No. I Date
<br />ACCIDENTS CAUSING DEATH, INJURES, OR DAMAGE MUST BE REPORTED IMMEDIATELY TO THE OWNER BY TELEPHONE
<br />OR MESSENGER, IN ADDITION, PROMPTLY REPORT IN WRITING TO THE OWNER ALL ACCIDENTS WHATSOEVER ARISING
<br />OUT OF, OR IN CONNECTION WITH, THE PERFORMANCE OF THE WORK WHETHER ON, OR ADJACENT TO, THE SITE, GIVING
<br />FULL DETAILS AND STATEMENTS OF WITNESSES.
<br />CONTACT INFORMATION: RIVERFRONT COMMERCIAL INVESTMENT LLC,
<br />ATTENTION: RIVERFRONTCOMMERCIAL@SHELTERHOLDINGS.COM
<br />PHONE: 425.559.2300 ADDRESS: 11624 SE 5TH STREET, SUITE 210, BELLEVUE, WA 95005
<br />IF A CLAIM IS MADE BY ANYONE AGAINST THE CONTRACTOR OR ANY SUBCONTRACTOR ON ACCOUNT OF ANY ACCIDENT,
<br />THE CONTRACTOR SHALL PROMPTLY REPORT THE FACTS IN WRITING WITHIN 24 HOURS AFTER OCCURRENCE, TO THE
<br />OWNER, GIVING FULL DETAILS OF THE CLAIM,
<br />S ITE SAFETY AND HEALTH PLAN:
<br />DEVELOP, IMPLEMENT AND MAINTAIN FOR THE DURATION OF THIS CONTRACT, A SITE SAFETY AND HEALTH PLAN
<br />PREPARED UNDER THE SUPERVISION OF AND SIGNED BY A CERTIFIED INDUSTRIAL HYGIENIST THAT WILL EFFECTIVELY
<br />INCORPORATE AND IMPLEMENT ALL REQUIRED CITY, COUNTY, STATE, AND FEDERAL SAFETY PROVISIONS. THE SITE
<br />SAFETY AND HEALTH PLAN SHALL BE CONSISTENT WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL HEALTH
<br />STANDARDS AND GUIDELINES, INCLUDING, BUT NOT LIMITED TO, THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA),
<br />THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), THE NATIONAL INSTITUTE OF OCCUPATIONAL SAFETY
<br />AND HEALTH (NIOSH), THE AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH), AND THE U.S.
<br />ENVIRONMENTAL PROTECTION AGENCY (EPA). WHERE THESE ARE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS
<br />SHALL BE FOLLOWED, THE PLAN SHALL BE SUFFICIENT TO PROTECT ONSITE AND OFFSITE PERSONNEL FROM THE
<br />POTENTIAL PHYSICAL, CHEMICAL, AND/OR BIOLOGICAL HAZARDS PARTICULAR TO THE SITE. THE CONTRACTOR SHALL
<br />ASSIGN AN INDIVIDUAL TO SERVE AS A SITE SAFETY AND HEALTH OFFICER AT THE JOB SITE AT ALL TIMES DURING WORK,
<br />WHO WILL BE QUALIFIED, RESPONSIBLE, AND AUTHORIZED TO SUPERVISE AND ENFORCE COMPLIANCE WITH THE SITE
<br />SAFETY AND HEALTH PLAN.
<br />THE CONTRACTOR'S WRITTEN SITE SAFETY AND
<br />HEALTH PLAN SHOULD INCLUDE, BUT NOT BE LIMITED TO:
<br />1, A LIST OF NAMES OF KEY PERSONNEL AND ALTERNATES RESPONSIBLE FOR SITE SAFETY AND HEALTH, INCLUDING THE SITE
<br />SAFETY AND HEALTH OFFICER.
<br />2. A LIST OF CHEMICAL AND PHYSICAL HAZARDS (SUCH AS METHANE EXPOSURE), ALLOWABLE OSHA EXPOSURE LEVELS,
<br />THRESHOLD LIMIT VALUES, OTHER REGULATORY EXPOSURE LEVELS, AND THE EMERGENCY RESPONSE SHOULD AN EXPOSURE OR
<br />INJURY OCCUR,
<br />3. FREQUENCY AND TYPES OF AIR MONITORING, PERSONNEL MONITORING, AND ENVIRONMENTAL SAMPLING TECHNIQUES AND
<br />INSTRUMENTATION TO BE USED, INCLUDING METHODS OF MAINTENANCE AND CALIBRATION OF MONITORING AND SAMPLING
<br />EQUIPMENT TO BE USED.
<br />4. PERSONAL PROTECTIVE EQUIPMENT TO BE USED BY EMPLOYEES FOR EACH OF THE SITE TASKS AND OPERATIONS AND CRITERIA
<br />FOR UPGRADING LEVEL OF WORKER PROTECTION FROM LEVEL D TO LEVELS C AND B.
<br />5, A LIST OF SAFETY AND MONITORING EQUIPMENT AT THE JOB SITE AND LOCATIONS WHERE EQUIPMENT IS STORED OR
<br />MAINTAINED.
<br />6. AN EMERGENCY EVACUATION PLAN FOR IMMEDIATE REMOVAL TO A HOSPITAL OR A DOCTOR'S CARE ANY PERSON WHO MAY BE
<br />INJURED ON THE JOB SITE INCLUDING ROUTES TO MEDICAL TREATMENT, AND EMERGENCY TELEPHONE NUMBERS INCLUDING
<br />HOSPITAL, AMBULANCE, FIRE, SHERIFF/POLICE, POISON CONTROL, THE ENGINEER, AND OTHERS AS DEEMED NECESSARY,
<br />7. EMPLOYEE TRAINING ASSIGNMENTS.
<br />S. MEDICAL SURVEILLANCE REQUIREMENTS.
<br />9. DECONTAMINATION PROCEDURES,
<br />10. CONFINED SPACE ENTRY PROCEDURES.
<br />11, A SPILL CONTAINMENT PROGRAM FOR HANDLING CONTAMINATED LIQUIDS.
<br />12, COPIES OF INDIVIDUAL 40—HOUR HAZARDOUS WASTE OPERATIONS AND EMERGENCY RESPONSE TRAINING (HAZWOPER) AND
<br />6-HOUR ANNUAL HAZWOPER REFRESHER CERTIFICATES FOR EVERY EMPLOYEE THAT IS TO WORK IN CONTACT WITH LANDFILL
<br />MATERIAL,
<br />13. DOCUMENTATION OF PARTICIPATION IN ONGOING RESPIRATORY PROTECTION PROGRAM, AS
<br />PER PART
<br />RESULTSINCLUDING
<br />THE CONTRACTOR
<br />. SHALL INFORM
<br />,. WORKERS
<br />-.. AND
<br />THE PUBLIC SITE OF THE
<br />POTENTIAL
<br />O R THE
<br />PRESENCE
<br />G , METHANE AND OTHER
<br />a. EMANATING
<br />. NATURAL
<br />REFUSE
<br />BURIED AT OR NEAR THE r SITE AND i IMPORTANCE SAFETY O ENSURE THE SAFETY OF
<br />WORKERS
<br />R AND THE
<br />:B CONTRACTOR SHALLINSTRUCT ALL
<br />WORKERS .DMAINTAINCONTROL O
<br />CONSTRUCTIONI O PROTECT AND MAINTAIN THEINTEGRITY OF THE CLOSED PORTION OF THE
<br />FAILURE ON THE PART OF THE CONTRACTOR TO FOLLOW T H I:E SAFETY AND HEALTH r
<br />LAN OR TO CONTINUE ANY
<br />7r',." IN AN UNSAFEX E. r MAY RESULT IN SUSPENSION
<br />I THE
<br />WORK
<br />r, ,.. THE
<br />OWNER OR
<br />, CITY OF EVERETT.
<br />SITE SAFETY IHEALTH ' t i
<br />THE CONTRACTOR SHALL PROVIDE A PERSON DESIGNATED AS THESITE SAFETY AND HEALTH OFFICER,
<br />THOROUGHLY TRAINED
<br />. D I RESCUE PROCEDURES, ��A, EQUIPMENT D GAS DETECTORS,
<br />-, RANDD THE
<br />POTENTIAL HAZARDS THAT MAY BE PRESENT MUNICIPAL PERSON PRESENT
<br />.
<br />BEINGAT ALL TIMES WHILE WORK IS PERFORMED A�r,
<br />i WRITTEN
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<br />A
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<br />CONDUCT
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<br />THE CONTRACTOR'S SITE SAFETY AND HEALTH OFFICER SHALL BE DELEGATED THE
<br />AUTHORITY TO ORDER ANY PERSON
<br />OR WORKER ON THE LANDFILL SITE TO
<br />FOLLOW THE SAFETY
<br />RULES, FAILURE TO
<br />OBSERVE THESE RULES IS SUFFICIENT
<br />CAUSE FOR REMOVAL OF THE PERSON OR WORKER(S) FROM
<br />THE PROJECT,
<br />THE SITE SAFETY AND HEALTH OFFICER
<br />SHALL HAVE TAKEN A COURSE SATISFYING
<br />THE TRAINING REQUIREMENTS OF 29
<br />CFR 1910.120 FOR HAZARDOUS WASTE
<br />SITE OPERATIONS.
<br />A COPY OF THE SITE
<br />SAFETY AND HEALTH OFFICER'S 40
<br />HOUR OSHA HAZMAT CERTIFICATE SHALL
<br />BE KEPT AVAILABLE
<br />ON SITE,
<br />THE SITE SAFETY AND HEALTH OFFICER IS RESPONSIBLE FOR DETERMINING THE
<br />EXTENT TO WHICH ANY SAFETY
<br />EQUIPMENT MUST BE UTILIZED, DEPENDING ON CONDITIONS ENCOUNTERED AT THE SITE.
<br />WET WEATHER HANDING AND PLACEMENT CE E ISTINC
<br />QN -SATE S&L:
<br />1. DUE TO HIGH FINES CONTENT, THE EXISTING ON —SITE SOIL SPECIFIED HEREIN
<br />WILL BE MOISTURE SENSITIVE AND VERY
<br />DIFFICULT TO IMPOSSIBLE TO COMPACT DURING WET WEATHER OR WHEN ITS
<br />MOISTURE CONTENT INCREASES TO MORE THAN
<br />ABOUT 2 PERCENT OVER OPTIMUM.
<br />2. THE CONTRACTOR SHALL COVER AND PROTECT ALL STOCKPILES OF ON —SITE
<br />AND IMPORTED SOIL FROM BEING EXPOSED TO
<br />RAIN. THE CONTRACTOR IS REQUIRED TO CONTROL THE MOISTURE CONTENT
<br />ON ALL EXISTING ON —SITE SOIL SUCH THAT IT
<br />CAN BE PLACED AND COMPACTED AS SPECIFIED HEREIN. IF IN THE OPINION
<br />OF THE ENGINEER, PORTIONS OF THE EXISTING
<br />SITE STOCKPILE OR ANY IMPORTED SOIL STOCKPILED ON THE LANDFILL SITE
<br />BECOME EXCESSIVELY WET DUE TO NOT BEING
<br />PROPERLY COVERED AND PROTECTED FROM RAIN, THOSE PORTIONS OF THE
<br />STOCKPILE SHALL BE DRIED/AMENDED/MOISTURE
<br />CONDITIONED AT THE CONTRACTOR'S SOLE EXPENSE. THE CONTRACTOR SHALL ENSURE THAT PONDING DOES NOT OCCUR ON
<br />THE LANDFILL COVER
<br />3, ISOLATED OR EXTENDED PERIODS OF WET WEATHER MAY FORCE THE CONTRACTOR TO SUSPEND PLACEMENT AND COMPACTION
<br />OF EXISTING ON —SITE SOIL, IT WILL BE THE CONTRACTOR'S IRRESPONSIBILITY TO COMPLETE THE SPECIFIED WORK IN THE
<br />SPECIFIED SCHEDULE.
<br />4, WET WEATHER HANDLING AND PLACEMENT OF EXISTING ON -SITE SOIL REQUIREMENTS NOTED ABOVE SHALL ALSO APPLY TO
<br />LOW PERMEABILITY SOIL, AND OTHER MOISTURE SENSITIVE MATERIALS, SUCH AS BENTONITE AMENDED SOILS.
<br />PLACNIG AND SPREADING EMBANKMENT OF STRUCTURAL. FILL MATERIALS®
<br />1. DURING COMPACTION OPERATIONS, MAINTAIN MOISTURE CONTENT IN EACH LIFT OF STRUCTURAL FILL WITHIN THE SPECIFIED
<br />TARGET MOISTURE CONTENT RANGE.
<br />2. THE STRUCTURAL FILL MATERIAL SHALL BE SPREAD EVENLY IN HORIZONTAL LIFTS NOT EXCEEDING 12 INCHES (UNCOMPACTED
<br />THICKNESS). COMPACT EACH LIFT TO AT LEAST 95 PERCENT OF MODIFIED PROCTOR MAXIMUM DRY DENSITY DETERMINED IN
<br />ACCORDANCE WITH ASTM D1557 AT A MOISTURE CONTENT WITHIN 3 PERCENT OF OPTIMUM MOISTURE CONTENT. THE
<br />CONTRACTOR SHALL DEVELOP AND USE COMPACTION METHODS THAT PRODUCE THE REQUIRED COMPACTION,
<br />3. DURING PLACEMENT AND SPREADING, CONTROL OF MOISTURE CONTENT AND COMPACTION OF STRUCTURAL FILL SHALL BE THE
<br />CONTRACTOR'S RESPONSIBILITY. CEMENT —AMENDMENT IS ONE METHOD OF IMPROVING THE SOIL MOISTURE CONTENT SO THAT
<br />IT CAN BE COMPACTED.
<br />4. PROVIDE A SMOOTH SOIL SURFACE ON THE FINAL LIFT PRIOR TO PLACEMENT OF OTHER MATERIALS.
<br />CIRADIN
<br />1. CONTRACTOR SHALL MAINTAIN STOCKPILING ACTIVITIES BOTH DURING AND POST —GRADING TO PREVENT PONDING.
<br />DISPOSAL OF GROUNDWATER:
<br />1. IF EXCAVATIONS OCCUR IN REFUSE, ALL WATER REMOVED FROM SAID EXCAVATIONS WILL BE CONSIDERED CONTAMINATED AND
<br />SHALL BE DISPOSED OF AT THE CITY'S WASTEWATER TREATMENT FACILITY (WTF), DISCHARGE TO THE WTF CAN BE VIA
<br />DISCHARGE TO MANHOLES AT THE PROJECT SITE AS REVIEWED BY THE ENGINEER AND APPROVED BY THE CITY, ALL
<br />DISCHARGED WATER SHALL BE FREE OF SEDIMENT OR OTHER DEBRIS, CONTRACTOR TO COORDINATE DISCHARGE TO THE
<br />EXISTING LEACHATE SYSTEM OR SANITARY SEWER WITH THE CITY OF EVERETT.
<br />2. A DISCHARGE AUTHORIZATION PERMIT IS REQUIRED TO BE OBTAINED THROUGH THE CITY OF EVERETT OPERATIONS, CONTACT
<br />BRIAN DOOLAN AT 425-257-8826 OR BDOOLAN®EVERETTWA.GOV.
<br />3. ANY GROUNDWATER ENCOUNTERED ON THE LANDFILL SHALL BE CONSIDERED LEACHATE; CONTRACTOR TO COORDINATE
<br />DISCHARGE TO THE EXISTING LEACHATE SYSTEM OR SANITARY SEWER WITH THE CITY OF EVERETT. SEDIMENT LADEN LIQUIDS
<br />AND SOLIDS MAY NOT BE DISCHARGED TO THESE SYSTEMS.
<br />TEMPORARY HAULZACCESS ROADS AND STAGING AREAS:
<br />1. PRIOR TO CONSTRUCTION OF THESE TEMPORARY IMPROVEMENTS, THE SUBGRADE SOILS SHALL BE COMPACTED TO A FIRM AND
<br />UNYIELDING STATE, AS DETERMINED BY THE GEOTECHNICAL ENGINEER, THEN PROOF ROLLED USING A TANDEM AXEL DUMP
<br />TRUCK OR OTHER GEOTECHNICAL ENGINEER APPROVED EQUIPMENT UNDER THE OBSERVATION OF THE GEOTECHNICAL
<br />TRUCK, P
<br />ENGINEER.
<br />2. SOFT SPOTS OBSERVED SHALL BE EXCAVATED TO FIRM SOIL CONDITIONS R A MAXIMUM I 13 Q TO XIM M DEPTH OF 24 INCHES AND HAVE
<br />MIRAFIO 500X GEOTEXTILE FABRIC EQUIVALENT APPROVED OR . PLACED AT THE SASE OF THE EXCAVATION AND THEN
<br />( )s
<br />BACKFILLED WITH STRUCTURAL FILL.
<br />3. UPON COMPLETION OF REPAIRS, PROOF ROLLS SHALL BE PERFORMED IN REPAIRED AREAS.
<br />4. A MINIMUM OF 12 INCHES OF CRUSHED ROCK APPROVED BY THE GEOTECHNICAL ENGINEER SHALL BE PLACED ABOVE THE
<br />PREPARED SUBGRADES ABOVE LAYER
<br />OF ► FABRIC r APPROVED
<br />r r P +1
<br />EARLIERSOFT SPOT REPAIR ALREADY NECESSITATED THE USE OF THE GEOTEXTILE.
<br />5. ADJACENT RESIDENTS'
<br />, USE OF EXISTING NEIGHBORHOOD
<br />....r ROAD y BEEN
<br />.I.I COORDINATED BETWEEN OWNER
<br />LIMITEDREPRESENTATIVE AND THE CITY. CONTRACTOR SHALL ABIDE BY AGREEMENT'S TERMS DURING CONSTRUCTION, INCLUDING BUT
<br />NOT TO MAXIMUM WAIT TIMES FOR RESIDENTS AND/OR
<br />PERSONNEL.
<br />/ �, L�//,l �
<br />Drawn By
<br />Date
<br />P. HCUCHTAUNG
<br />1 19
<br />Designed By
<br />Checked By
<br />Approved Icy
<br />C. DONNER
<br />8/1 5L 9
<br />
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