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TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES: <br /> I <br /> 1. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION.MAINTENANCE. 5. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED 10.STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE 14.THE CONTRACTOR SHALL DESIGNATE A PERSON TO BE TESC SUPERVISOR.THE TESC <br /> REPLACEMENT.AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF - AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. SUPERVISOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REVIEW OF TESC <br /> THE CONTRACTOR UNTIL ALL CONSTRUCTION.IS APPROVED. AFTER COMPLETION OF ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE MEASURES AND FOR COMPLIANCE WITH ALL PERMIT CONDITIONS RELATING TO TESC. <br /> THE CONTRACT THE SEDIMENTATION PONDS WILL BE THE RESPONSIBILITY OF THE 6. ANY AREA STRIPPED OF VEGETATION,INCLUDING ROADWAY EMBANKMENTS.WHERE NO KEPT CLEAN FOR THE DURATION OF THE PROJECT. (RCW 46.61.655).DURING THE THE TESC SUPERVISOR MUST BE AVAILABLE FOR RAPID RESPONSE TO TESC PROBLEMS. <br /> I OWNER. FURTHER WORK S C TIME PERIOD OF OCTOBER 1 THROUGH MARCH 31,ALL PROJECT DISTURBED AREAS THE CONTRACTOR WILL PROVIDE THE PUBLIC WORKS INSPECTOR THE NAME AND PHONE <br /> STABILIZED WITH THE APPROVED TESC METHODS(E.G.,SEEDING,MULCHING,NETTING, GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE NUMBERS TO REACH THE TESC SUPERVISOR AT ALL TIMES. <br /> 2.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY EROSION BLANKETS,ANTI ETC.IPATED) FOR A PERIOD OF 15 DAYS,SHALL BE IMMEDIATELY <br /> THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: 15.SHOULD TESC MEASURES NOT BE PROPERLY INSTALLED AND MAINTAINED,THE PUBLIC <br /> FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.DURING THE CONSTRUCTION PERIOD, MULCH,SODDING,OR PLASTIC COVERING. THE COVER MATERIAL NECESSARY TO COVER WORKS DEPARTMENT MAY STOP ALL WORK NOT PERTAINING TO THE CORRECTION OF <br /> ALL DISTURBED AREAS INSIDE THE CLEARING LIMITS SHALL BE ON-SITE BETWEEN <br /> NO DISTURBANCE BEYOND THE FLAGGED CLEARING UNITS SHALL ED. THE 7. ANY AREA NEEDING TESC MEASURE,NOT REQUIRING IMMEDIATE ATTENTION,SHALL BE TESC PROBLEMS UNTIL TESC IS RETURNED 70 THE PROPER OPERATION. <br /> FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF ADDRESSED WITHIN FIFTEEN(15)DAYS. OCTOBER 1 AND MARCH 31. <br /> CONSTRUCTION. 16.CATCH BASIN/INLET SEDIMENTATION TRAPS PER EVERETT STANDARD PLANS/211./212, <br /> J. THE TESC FACIUTIES SHOWN ON THIS PLAN SHALL BE CONSTRUCTED PRIOR TO ALL 8. THE TESC FACILITIES ON INACTIVE SITES SHALL BE MAINTAINED A MINIMUM OF ONCE A 11.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING AND/213. <br /> MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND <br /> CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO INSURE THAT SHALL PROVIDE ADEQUATE STORAGE CAPACITY.IF THE PERMANENT FACILITY IS TO 17.SILT FENCE PER EVERETT STANDARD PLAN/205A <br /> SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM,THE FACILITY <br /> I <br /> APPLICABLE WATER STANDARDS. WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND 0 <br /> CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. IS.ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR o <br /> 4. THE TESC FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR LADEN WATER INTO THE DOWNSTREAM SYSTEM. EASY IDENTIFICATION BEFORE CLEARING TAXES PLACE.AFTER THESE AREAS ARE m <br /> ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,THESE TESC 12.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST GERMINATING FLAGGED AND CLEARING UMITS ARE APPROVED.AN AREA WIDE ENOUGH TO INSTALL A S <br /> FACILITIES SHALL BE UPGRADED(E.G..ADDITIONAL SUMPS.RELOCATIONS OF DITCHES GRASSES SHALL BE APPUED AT AN APPROPRIATE RATE(E.G..ANNUAL OR PERENNIAL SILT FENCE AT THE CLEARING UMITS,BY HAND OR BY MECHANICAL METHODS,MAY BE ix"' <br /> AND SILT.FENCES.ETC.)-AS NEEDED FOR UNEXPECTED STORM EVENTS. - - - RYE.APPUED AT APPROXIMATELY 80 POUNDS PER ACRE). CLEARED.THE TOP OF THE R A SILT FENCE IS NOT REQUIRED,D FENCE SHALL BE REFIAGGEO AFTER INSTALNTION.IF .. <br /> THE AREA SHALL BE DEUNFATED USING AU ORANGE <br /> 13.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE � <br /> APPLIED AT A MINIMUM THICKNESS OF 2 INCHES. 1 SEDIMENT CONTROL SHALL BE CONSTRUCTED. - - <br /> '. 9.ALL PERIMETER EROSION.AND <br /> OPERATIONAL,AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION <br /> OF CLEARING AND GRUBBING OPERATIONS. <br /> 20.DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH <br /> I , <br /> ' x _ ,�...... .___ _,...._.... ..._ •.,.. , ___, <br /> I <br /> PERMISSION <br /> IS AND THE APPROPRIATE PARTIES.UC WORKS INSPECTOR.NO <br /> 1, TREES SHALL BE REMOVED UNTIL <br /> - _.... .�, ... 2SEDIMENT CONTROL <br /> RAL VEGETATION SHALL BE MAINTAINED FOR EROSION D <br /> " WHERE POSSIBLE,NAN <br /> AN <br /> ,... ._ _ 0 <br /> 2.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED <br /> SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS <br /> FE `- - COMPLETED,PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL,AND THE POTENTIAL <br /> _ ...._._. ._- ._ ..... .... __. <br /> I _ .._ • FOR EROSION HASPASSED. <br /> • <br /> -__.. _ ... ._ -. OPERATION OF EROSION AND IMED SEDIMENT PRODUCING FACIUTIES M.CONTROL TO BE MAINTAINED F, <br /> ENSURE PROPER • <br /> 23.AT A MINIMUM,EROSION AND S p <br /> MONTHLY,OR FOLLOWING EACH RUNOFF STORM,TO <br /> E.OR <br /> ..__... .__. , � - - _. __„: ..... ..... -.. _......._ ..... .... ..... 24.APPROVAL OF THIS PLAN LOCATION OF PERMANENT DPIIPES OESNRESTRICTOT ORS OR DETENTION FACIUTIESE AN APPROVAL OF N BUT ZS AN = <br /> APPROVAL OF EROSION MD SEDIMENT CONTROL BMPS ONLY. <br /> 589'55*18'E 374.71' _ <br /> _. -- --_ ------- -_. ----- - - 25. - <br /> OF-WAY"' WITH THIS CONDITION <br /> , . .._. __. :... • _- •':� :__ ...: e_._ _ _ m �.. ... .. __ _- _. WILL RESULT RN ALL WORK ONTHE 9rtEFBEING BE KEPT LEANTNOPiPEEAD.LNG <br /> _. I _ _ .. J Ail t1 OF MUD AND DEBRIS <br /> ... _.. _ , <br /> _. ...._ -_- IAr7iFdiii 26.THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, <br /> ... ..� I __. ..... „ .__ _ -._. :':•.a.... -.. .. 4�L :�; / DUST CAN BE CONFTROLLED BY WETTING EXPOSED SOILS.WASHING TRUCK LWHEELS <br /> DUST. <br /> NSTALL/NG AND <br /> -..,, - ', '�'•1'l.,A ENBETRANCE..CONSTRUCTION VEHICLE ORE THEY LEAVE THE SITE.AND ITRACK OUT IS A MAJOR ISOURNG CEKOFDU5T AND CONSTRUCTION <br /> I <br /> I _ ECOLOGYOR THE PUGETSOUND AIR PO FINESMDEPARTMENT OF <br /> -._ ��r' / / II ANY EVIDENCE OF TRACK-OUT CAN TRIGGER FROM THE DE ARTM E g <br /> ' AJ'1.-i• POLLUTION CONTROL AGENCY. g3 <br /> I.. t_._. ' <br /> tt ��11 I I I3 <br /> IA�y�iy,�A�. / 27.EVERY EFFORT SHALL TBEU MADE TO CLOSE UTILITY LINES BY THE END OF THE OAY <br /> VA3e <br /> "' µ PLACED ON THE UPHILL SIDE OF TRENCHES(WHERE CONSISTENT WITH SAFETY AND <br /> - / SPACE CONSIDERATIONS). <br /> I p DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE <br /> WH <br /> I <br /> I :// / o I SSEEESHEET CI.1 FOR OFFSITE EROSION.CONTROL.. - <br /> / LEGEND _ <br /> I - - - I/ PROPOSFQ <br /> o /I i -X-X- <br /> I/ o/ -0-0- FILTER FABRIC FENCE <br /> / E- DIVERSION SWALE <br /> CATCH BASIN WITH <br /> i. <br /> I / ® FILTER FABRIC <br /> I <br /> , / i • <br /> .. 'L-17,74 :::?�I CONSTRUCTION ENTRANCE <br /> • <br /> / I" \ `/ <br /> I <br /> i / X p\ \\ X REMOVE EXISTING <br /> I L `. EXISTING <br /> \ \ ' ENCASED MONUMENT <br /> JI <br /> \ CB CATCH BASIN <br /> i <br /> i • <br /> -'I V' \ e• CBMH CATCH BASIN MANHOLE <br /> \ •N SSMN SNAITARY SEWER MANHOLE <br /> ,. ,� \ PP POWER POLE <br /> '\'/ \ \ LIGHT POLE <br /> \ II \ \ EJB ELECTRICAL JUNCTION BOX <br /> - \ TJB TELEPHONE JUNCTION BOX <br /> - - \ \ <br /> ° \ <br /> "IL I - - \ \\\ FH FIRE HYDRANT <br /> n I \\\ �\ 1 �\ ,\ - FENCE LINE • I,, <br /> \ `\\ \\\\ .. \ \ _.-^ GUARD RAIL Z J <br /> h I / \ 11. <br /> I \ \ \ WATER LINE t..t O <br /> I <br /> n _I \ -- STORM DRAIN LINE <br /> ° SEWER LINE 0 m 0 <br /> // / I CONIFER TREE w W U <br /> U <br /> of O O <br /> N <br /> O <br /> Ire <br /> � I W <br /> 1 <br /> I �.� 1I <br /> ' I ROUTE DIVERSION SCALES ° <br /> TO OFFSITE SEDIMENTATION <br /> C. <br /> POND. SEE SHEET C1.1 \ II <br /> FOR CONTINUATION `� .� \ pl <br /> F <br /> �j ^.� II 'y,JMQ�y4k�OF SCALE IN FEET <br /> O--0-O-0-o-p-0�0-0-0_d' 5_@l3D-Oho-o-0-�0-0 20 0 20 40 <br /> �0-Oho-o=,0=.0-_0 0�1 I 7 �ojlmeP.? �` 1'-20„p <br /> / T4AIN11 AL or <br /> m,.MG <br /> I 10/23/03 I CALL 48 RS <br /> BEFORE YOU DIG � L "wAJ Cl.0 <br /> I <br /> NOTE: r a+40. <br /> IF 1-DOES NOT MEASURE 1', w,.µJGuNT 2003 <br /> 14800-424-6666 ADJUST SCALES ACCORDINGLY. <br /> :ir 27-03-003 <br />