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TEMPURARY EROSION/SEDIMENT CONTROL NOTES BEST MANAGEMENT PRACTICES FOR PILE REMOVAL & DISPOSAL
<br /> BASED ON WASHINGTON DEPARTMENT OF ECOLOGY (DOE)
<br /> UPLAND WORK 17. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY, OR
<br /> FOLLOWING EACH RUNOFF PRODUCING STORM, TO ENSURE PROPER OPERATION OF ALL EROSION THE PURPOSE OF THE FOLLOWING BEST MANAGEMENT PRACTICES (BMPS) IS TO CONTROL TURBIDITY AND SEDIMENTS
<br /> 1. APPROVAL OF THE TEMPORARY EROSI�N AND SEDIMENT CONTROL (TESC) PLAN DOES NOT RE-ENTERING THE WATER COLUMN DURING PILE REMOVAL, AND PRESCRIBE DEBRIS CAPTURE AND DISPOSAL OF REMOVED
<br /> CONSTITUTE AN APPROVAL OF PERMANENT ROAD AND/OR DRAINAGE DESIGN (E.G., SIZE AND AND SEDIMENT CONTROL MEASURES. PILES AND DEBRIS. THESE ARE GENERAL BMP'S, SPEC PROVISIONS, TECHNICAL SPECS, AND PERMITS CONTROL.
<br /> LOCATION OF ROADS, PIPES, RESTRIC�ORS, CHANNELS, RETENTION BMPS, UTILITIES, EfC.) BUT IS AN 18. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE
<br /> APPROVAL OF TESC MEASURES ONLY. SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK BMP 1 . PILE REMOVAL
<br /> 2. IMPLEMENTATIC�N OF THE TESC PLAN �ND THE CONSTRUCTION, MAINTENANCE, REPIACEMENT, AND ON THE SITE BEING STOPPED UNTIL THE ISSUE IS CORRECTED, AT NO COST TO THE PORT.
<br /> UPGRADING OF THE TESC BEST MANAGEMENT PRACTICES BMPS IS THE RESPONSIBILITY OF THE A. VIBRATORY EXTRACTION IS THE PREFERRED METHOD OF PILE REMOVAL.
<br /> t ) 19. SCRAPING AND SWEEPING OF STREETS, SIDEWALKS, AND FLOWLINES SHALL BE CONDUCTED AT TNE
<br /> CONTRACT(JR UNTIL AL� CONSTRUCTION IS APPROVED. END OF EACH WORK DAY WITH A VACUUM SWEEPER OR OTHER APPROVED MEANS. VACUUM/CLEAN �) CRANE OPERATOR SHALL BE TRAINED TO REMOVE PILE SLOWLY. THIS WILL MINIMIZE TURBIDITY IN THE WATER
<br /> 3. CONTRACTOR SHALL MARKUP AND RE�UBMIT FOR PORT APPROVAL THE UPDATED TESC PLANS UP SLURRY CREATED FROM SAW-CUTTING OF PAVEMENTS IMMEDIATELY AFTER OR CONCURRENT WITH COLUMN AS WELL AS SEDIMENT DISTURBANCE.
<br /> INDICATING LOCATIONS AND SEQUENCING OF MEASURES (FAGLITIES AND BMPS) TO BE INSTALLED. CUTfING.
<br /> 2) OPERATOR TO "WAKE UP" PILE TO BREAK UP BOND WITH SEDIMENT.
<br /> 20. THE WASHINGTON STATE CLE4N AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND
<br /> 4. BOUNDARIES OF THE CLF�4RING LIMITS SHOWN ON THE TESC PLAN SHALL BE CLEARLY MARKED REASONABLE MEANS OF CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED a. VIBRATE TO BREAK THE SKIN FRICTION BOND BETWEEN PILE AND SOIL.
<br /> (WITH SURVE`r' TAPE, HIGH VISIBILITY FENCING, HIGH VISIBILITY SILT FENCING, HIGH VISIBILITY PAINT, BY WETTING EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THEY LEAVE THE SITE, AND
<br /> OR TEMPORARY FENCING AS APPROPRIATE AND AS SHOWN ON THE PLANS) PRIOR TO INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION VEHICLE b. BOND BREAKING AVOIDS PULLING OUT A LARGE BLOCK OF SOIL - POSSIBLY BREAKING OFF THE PILE IN
<br /> CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING TRACK-OUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF TRACK-OUT CAN TRIGGER FINES THE PROCESS.
<br /> LIMITS SHALL BE PERMITfED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND AiR POLLUTION CONTROL AGENCY TNAT
<br /> FOR THE DU�ATION OF THE CONSTRUCTION. WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. c. USUALLY THERE IS LITTLE OR NO SEDIMENT ATTACHED TO THE SKIN OF THE PILE DURING WITHDRAWAL
<br /> IN SOME CASES MATERIAL MAY BE ATTACHED TO THE PILE TIP, IN LINE WITH THE PILE.
<br /> 5. TESC MEASUf�ES (FACILITIES AND BMPS) SHOWN ON THE TESC PLAN ARE THE MINIMUM 21. CATCH BASIN INSERTS SHALL BE PROVIDED AND PROPERLY MAINTAINED IN ALL EXISTING AND NEW B. THE GREATEST POTENTIAL FOR CREOSOTE RELEASE TO THE ENVIRONMENT OCCURS IF EQUIPMENT (BUCKET,
<br /> REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE TESC CATCH BASINS WITHIN THE CONSTRUCTION LIMITS. AT NO TIME SHALL MORE THAN 6 INCHES OF STEEL CABLE, VIBRATORY HAMMER) PINCHES THE CREOSOTED PILING BELOW THE WATER LINE. THEREFORE, THE
<br /> FACIUTIES SHALL BE UPGRADED (E.G., ADDITIONAL SUMPS, PUMPS, STORAGE TANKS, RELOCATION OF SEDIMENT BE ALLOWED TO ACCUMUTATE WITHIN A CATCH BASIN INSERT. EXTRACTION EQUIPMENT MUST BE KEPT OUT OF THE WATER.
<br /> DITCHES AND SILT FENCING, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO 22, THE CONTRACTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WAT�R FROM
<br /> ACCOUNT FOFd CHANGING SITE CONDITIONS: THEREFORE, DURING THE COURSE OF CONSTRUCTION, ENTERING THE CONSTRUCTION AREA. C. PILING MUST NOT BE BROKEN OFF INTENTIONALLY BY TWISTING, BENDING OR OTHER DEFORMATION. THIS
<br /> THE CONTRACTOR SHALL ADDRESS ANY CHANGED OR NEW CONDITIONS THAT MAY BE CREATED BY PRACTICE HAS THE POTENTIAL FOR RELEASING CREOSOTE TO THE WATER COLUMN.
<br /> THE CONTRACTOR'S ACTIVITIES AND PF�OVIDE ADDITIONAL TESC MEASURES THAT MAY BE NEEDED TO 23. PORTABLE SANITARY FACILITIES SHALL BE LOCATED AT LEAST 25 FEET FROM ANY STORM WATER
<br /> PROTECT ADJACENT PROPERTIES AT NO ADDITIONAL COST TO THE PORT. INLET OR WATER BODY AND SHALL BE SERVECED REGULARLY AS NEEDED. D. WORK SURFACE ON BARGE DECK OR PIER SHALL INCLUDE A CONTAINMENT BASIN FOR PILE AND ANY SEDIMENT
<br /> REMOVED DURING PULLING.
<br /> ' 6. TESC MEASURES SHALL BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND 24. STATIONARY EQUIPMENT E.G., GENERATORS, LIGHT STANDS CONTAINING ANY AMOUNT OF FUELS AND E. BASIN MAY BE CONSTRUCTED OF DURABLE PLASTIC SHEETING WITH SIDEWALLS SUPPORTED BY HAY BALES OR
<br /> EXCAVATION ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT-LADEN WATER { )
<br /> DOES NOT ENTER SURFACE WATERS, DRAINAGE SYSTEMS, ADJACENT PROPERTIES, AND/OR VIOLATE OR OILS SHALL BE EQUIPPED WITH SECONDARY CONTAINMENT. SUPPORT STRUCTURE TO CONTAIN ALL SEDIMENT. WATER RUN OFF CAN REfURN TO THE WATERWAY.
<br /> APPLICABLE WATER QUALITY STANDARDS. BULKHEAD & IN-WATER WORK F. WORK SURFACE SHALL BE CLEANED BY DISPOSING OF SEDIMENT OR OTHER RESIDUES ALONG WITH CUT-OFF
<br /> 7. STABILIZED C�NSTRUCTION ENTRANCES, WHEEL WASH FACILITIES, AND EQUIPMENT DECONTAMINATION PILING AS DESCRIBED IN BMP 2C BELOW.
<br /> FACILITIES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE 1. TAKE CARE TO PREVENT DEBRIS FROM ENTERING THE WATER DURING CONSTRUCTION AND REMOVE
<br /> DURATION OF THE PROJECT. ADDITIONAL MEASURES SHALL BE IMPLEMENTED AS REQUIRED TO DEBRIS PROMPTLY IF IT DOES ENTER THE WATER. MATERIALS AND CONSTRUCTION METHODS SHALL G. CONTAINMENT BASIN SHALL BE REMOVED AND DISPOSED (N ACCORDANCE WITH BMP 2C BELOW OR IN ANOTHER
<br /> ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. BE USED WHICH PREVENT TOXIC MATERIALS, PETROCHEMICALS AND OTHER POLLUTANTS FROM MANNER COMPLYWG WITH APPLICABLE FEDERAL AND STATE REGULATIONS.
<br /> ENTERING SURFACE WATER DURING AND AFTER CONSTRUCTION. APPROPRIATE EQUIPMENT AND H. UPON REMOVAL FROM SUBSTRATE THE PILE SHALL BE MOVED EXPEQITIOUSLY FROM THE WATER INTO THE
<br /> 8. TESC MEASURES SHALL BE INSPECTEd DAILY BY THE CONTRACTOR DURING ACTIVE WOR�C AND MATERIAL FOR HAZARDOUS MATERIAL CLEANUP MUST BE KEPT AT THE SITE. CONTAINMENT BASIN. THE PILE SHALL NQT BE SHAKEN, HOSED-OFF, LEFT HANGING TO DRIP OR ANY OTHER
<br /> MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED PROPER FUNCTIONING. WRITfEN RECORDS ACTION INTENDED TO CLEAN OR REMOVE ADHERING MATERIAL FROM THE PILE.
<br /> SHALL BE KEPT OF WEEKLY SITE INSPECTIONS AND SUBMITTED TO THE PORT AT THE END OF THE A. ABSORBENT MATERIALS MUST BE EMPLOYED IF A PETROCHEMICAL SHEEN IS OBSERVED.
<br /> PROJECT. MATERIALS SHALL REMAIN IN PLACE UNTILL ALL POLLUTANTS HAVE BEEN COLLECTED AND SHEENS I. CUTTING WILL BE NECESSARY IF THE PILE HAS BROKEN OFF AT OR NEAR THE EXISTING SUBSTRATE SO THAT I�
<br /> DISSIPATE. USED ABSORBENT MATERIALS SHALL BE DISPOSED OF IN AN APPROPRIATE UPLAND CANNOT BE REMOVED WITHOUT EXCAVATION, OR BELOW THE WATER LINE. PILE CUTOFF IS AN ACCEPTABLE
<br /> 9. THE CONTRACTOR SHALL MAINTAIN A �ULLY STOCKED SPILL KIT ON SITE AT ALL TIMES. FACILITY. CONTRACTOR TO NOTIFY ALL REQUIRED REGULATORY AGENCIES AND COMPLY WITH ALTERNATIVE IF VIBRATORY EXTRACTION OR PULLING IS NOT FEASIBLE. EVERY AITEMPT SHOULD BE MADE,
<br /> 10. ANY AREA NEEDING ADDITIONAL TESC MEASURES, BUT REQllIRING IMMEDIATE ATfENTION, SHALL BE REPORTING REQUIREMENTS. DEPARTMENT OF ECOLOGY NOTIFICATION NUMBERS ARE HOWEVER, TO COMPLETELY REMOVE THE PILING IN ITS ENTIRETY BEFORE CUTfING. IF A PILE IS BROKEN OR
<br /> 1-800-424-8802 AND 1-800-258-5990. BREAKS ABOVE THE MUD LINE DURING VIBRATORY EXTRACTION, ONE OF THE METHODS LISTED BELOW SHOULD BE
<br /> ADDRESSED WITHIN 24 HOURS. USED TO CUT THE PILE. PRIOR TO COMMENCEMENT OF THE WORK CONTRACTOR SHALL ASSESS THE CONDITION
<br /> 11 . TESC MEASUhES ON INACTIVE SITE AREAS SHALL BE MAINTAINED A MINIMUM OF ONCE A MONTH OR 2• ALL DISPOSED MATERIALS SHALL 8E DEPOSITED IN A PERMITfED LANDFILL DISPOSAL FACILITY. OF THE PILINGS. CONTRACTOR SHALL CREATE A LOG OUTLINING THE LOCATION AND NUMBER OF PILINGS THAT
<br /> NEED TO BE CUT AND HAVE THIS LOG AVAILABLE TO THE AGENCIES UPON REQUEST.
<br /> WfTHIN 48 HC)URS FOLLOWING A STORM EVENT. 3. COMPLY WITH ALL PERMIT REQUIREMENTS.
<br /> J. A CHAIN SHOULD BE USED, IF PRACTICAL, TO ATI�EMPT TO ENTIRELY REMOVE THE BROKEN PILE.
<br /> 12. AT NO TIME SHALL MORE THAN SIX INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A 4. IN-WATER DEBRIS BOOMS AND SILT CURTAINS SHALL BE DEPLOYED AROUND ALL ACTIVE WORK
<br /> CATCH BASIN. AREAS DURING DEMOLITION, DREDGING, AND IN-WATER CONSTRUCTION TO CONTROL DEBRIS AND K. IF THE ENTIRE PILE CANNOT BE REMOVED, PILING SHOULD BE CUT OFF 2 FEET BELOW THE MUD LINE. GRUB TO
<br /> 13. POLYEfHYLENE SHEETING SHALL BE A�'PLIED TO STABILIZE SOIL BERMS. PLASTIC SHEETING SHALL
<br /> MEET WATER QUALITY REQUIREMENTS. SEE DWG N0. C1.1. REMOVE PILE BELOW MUD LINE ONLY IN LOCATIONS WHERE A CONFUCT WITH NEW PILING EXISTS.
<br /> HAVE MINIMUM THICKNESS OF 6 MILS PER WSDOT SPECIFICATION 9-14.5 {3). 5. CONSTRUCTION EROSION CONTRQL MEASURES MUST BE IN PLACE PRIOR TO ANY DISTURBANCE. L. PILES SHALL BE CUT OFF AT LOWEST PRACTICAL TIDE CONDITION AND AT SLACK WATER. THIS IS INTENDED TO
<br /> REDUCE TURBIDITY DUE TO REDUCED FLOW AND SHORT WATER COI.UMN THROUGH WHICH PILE MUST BE
<br /> 14. THE CONTRACTOR SHALL DESIGNATE A PERSON TO BE TESC SUPERVISOR. THE TESC SUPERVISOR 6. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED SURFACES. SEDIMENT SHALL WITHDRAWN.
<br /> SHALL HAVE THEIR CERTIFIED EROSIOhI AND SEDIMENT CONTROL LEAD (CESCL) CERTIFICATION AND BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE. IN THE EVENT OF �
<br /> BE RESPONSISLE FOR MAINTENANCE AND REVIEW OF TESC MEASURES AND FOR COMPLIANCE WITH FAILURE OF THE EROSION CONTROL SYSTEM, RESULTING IN SEDIMENT BEING TRACKED ONTO PAVED M. IF THE PILING IS BROKEN OFF BELOW MUD LINE GREATER THAN 2 FEET, THE PILING MAY REMAIN.
<br /> ALL PERMIT CONDITIONS RELATING TO TESC. THE TESC SUPERVISOR MUST BE AVAILABLE FOR RAPID SURFACES, THE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES TO CORRECT THE SITUATION, N. THE CONTRACTOR SHALL PROVIDE THE LOCATION OF THE BROKEN OR CUT PILE. THIS WILL BE NECESSARY AS
<br /> RESPONSE TO TESC PROBLEMS. THE CONTRACTOR SHALL PROVIDE THE NAME AND PHONE AND STREET SWEEPING SHALL BE EMPLOYED ON AN EMERGENCY BASIS. IF STREET SWEEPING
<br /> NUMBERS TO REACH THE TESC SUPERVISOR, AT ALL TIMES, TO THE PORT AND ENGINEER. VEHICLES ARE UTILIZED, THEY SHALL BE OF THE REGENERATIVE AIR TYPE. PART OF DEBRIS CHARACTERIZATION SHOULD FUTURE DREDGING BE A POSSIBILITY IN THE AREA OF PILfNG REMOVAL.
<br /> 7. CATCH BASIN INSERTS, MEASURES TO CONTROL TRACKED SEDIMENT, AND QTHER BEST MANAGEMENT
<br /> 15. SHOULD TESC MEASURES NOT BE PROPERLY INSTALLED AND MAINTAINED, THE PORT OR PUBLIC PRACTICES (BMPs) AS REQUIRED TO PREVENT EROSION AND DISCHARGE OF SEDIMENT AND WASTE BMP 2. DISPOSAL OF PILING, SEDIMENT AND CONSTRUCTION RESIDUE
<br /> WORKS DEPAF�TMENT MAY STOP ALL �fORK NOT I'ERTAINING TO THE CORRECTION OF TESC MATERIALS ON THE UPLANDS SHALL BE INSTALLED IN ALL LOCATIONS ON SITE WHERE CONTRACTOR
<br /> PROBLEMS UNTIL TESC MEASURES AR� RETURNED TO THE PROPER OPERATION. TRUCKING AND LANDSIDE ACTIVITIES WILL OCCUR. A. PULLED PILE SHALL BE PLACED IN A CONTAINMENT BASIN TO CAPTURE ANY ADHERING SEDIMENT. THIS SHOULD
<br /> BE DONE IMMEDIATELY AF-TER THE PILE IS INITIALLY REMOVED FROM THE WATER.
<br /> 16. ALL TESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCN TIME THAT 8. SEE DWG N0. C1.2 FOR PILE REMOVAL BMP'S.
<br /> CLEARING ANU/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE 1) UTILIZE BASIN SET UP ON THE BARGE DECK.
<br /> OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED.
<br /> 2) BASIN MAY BE MADE OF HAY BALES AND DURABLE PLASTIC SHEEfING.
<br /> B• PILING SHALL BE CUT INTO 4' LENGTHS WITH STANDARD CHAINSAW.
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<br /> N C. CUT-UP PILING, SEDIMENTS, CONSTRUCTION RESIDUE AND PLASTIC SHEETING FROM THE CONTAINMENT BASIN SHALL
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<br /> m BE PACKED INTO A CONTAINER FOR DISPOSAL. MATERIAL MUST BE DISPOSED OF AT A PORT APPROVED LICENSED
<br /> o SOLID WASTE DISPOSAL FAGLIlY IN COMPLIANCE WITH FEDERAL AND STATE REGULATIONS.
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<br /> N � �F WAS DESIGNED BY: DATE: C � ■ Z
<br /> �r Q � . • , ,��w I CENTRAL MARINA IMPROVEMENTS PHASE 2 - I DOCK,
<br /> N • � �� � � J. SEIPEL APRIL 28, Zo�S gULKHEAD SEGMENT C AND PACIFIC RIM PLAZA PLATFORM CIP NO. 2-0-023-03
<br /> Z 728 134th Street SW Suite 200 - �pZ� � DRAWN BY: CHECKED BY: � 2-0-021-02 2-0-045-01
<br /> � Everett, Washington 98204 3o2s2 w� PROJECT
<br /> D. OLSEN S. KINSELLA T E M P O R A R Y E R 0 S I 0 N &
<br /> �� o P.o. Box s3s Pn:425�4�-ssoo � °���FG�ST�����ti�w No. MR-CM-2015-01
<br /> `� QO 4i28/15 SMK ISSUED FOR BID & CONSTRUCTION SIpNA�, El� APPROVED BY:
<br /> a EVERETT, WA98206 S E D I M E N T A T I O N C O N T R O L N O T E S
<br /> g Ph:425-259-3164 No. �ATE BY REv�s�oN " �
<br /> SHEET NO. �� OF 63
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