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N 79'33'06" E - 46.81' PROPERTY LINE <br /> INSPECTOR.THE CONTRACTOR SHALL SCHEDULE EARTHWORK ACTIVITIES TO MINIMIZE DISRUPTION ��� �` �' � � � "� <br /> is 4 ��� ���.`����� ��������� � <br /> OF CONSTRUCTION DUE TO ADVERSE WEATHER CONDITIONS. 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OF COMPLETETION OF ANY CONTROL MEASURES WITHIN 48 HOURS OF THEIR INSTALLATION. INTERCEPTOR SWALE <br /> ,._ _. . �:��_ ___,.v?���;� • ..���a-s�i� ,�?v� <br /> 2. THE CONTRACTOR SHALL MAINTAIN ON SITE AN INVENTORY OF ADDITIONAL EROSION AND 3. THE CONTRACTOR MUST CONTINUALLY MODIFY THE CONTROL PLAN PER THE PROJECT SWPPP AS FIELD CONDITIONS CHANGE. SILT FENCING <br /> SEDIMENTATION CONTROL MATERIALS SUCH AS FILTER FENCE, PLASTIC SHEETING,CATCH BASIN <br /> PROTECTION, PUMPS ETC. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OR ANY SILTATION OR EROSION DAMAGES TO ADJOINING SURFACESOR DRAINAGE FACILITIES RESULTING FROM THE � � � � TEMPORARY CONSTRUCTION FENCING <br /> LAND ALTERING ACTIVITES. N O 1 1�� C I I 1 1 I C <br /> TEMPORARY CONSTRUCTION GATE <br /> 3. THE CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO THE TEMPORARY SEDIMENT TANK OR TRAP AS <br /> INDICATED ON THE PLANS. CONSTRUCTION RUNOFF MUST MEET TURBIDITY REQUIREMENTS PRIOR TO 5. A COPY OF THE APPROVED TESC PLAN, PROJECT SWPPP AND NPDES PERMIT MUST BE ON SITE AT ALL TIMES. <br /> DISCHARGE FROM THE SITE.THE STANDARD FOR TURBIDITY(INDIRECT MEASUREMENT OF THE BOTTOM OF EXCAVATION 1815 13th Street <br /> AMOUNT OF SUSPENDED SEDIMENTS IN WATER) IS: 25 NTU�S OR 5 NTU�S(NEPHELOMETRIC TURBIDITY 6. THE CONTRACTOR SHALL AT ALL TIMES PROTECT SENSITIVE AREAS THEIR BUFFERS,AND ADJACENT PRIVATE PROPERTIES,AND PUBLIC kIGHT OF WAYS OR EASEMENTS TEMPORARY CONSTRUCTION ACCESS Everett, Washington 98201 <br /> UNITS)ABOVE BACKGROUND LEVEL.THE ON-SITE CERTIFIED EROSION AND SEDIMENTATION CONTROL FROM DAMAGE DURING GRADWG OPERATION.THE CONTRACTOR SHALL RESTORE,TO THE STANDARDS IN EFFECT AT THE TIME OF PERMIT ISSUANCE,SENSITIVE AREAS, <br /> LEAD(CESCL) SHALL TAKE READINGS TO DETERMINE THE TURBIDITY OF THE CONSTRUCTION RUNOFF. THEIR BUFFERS, PUBLIC PROPERTIES AND IMPROVEMENTS DAMAGED BY THE CONTRACTOR OPERATIONS. � <br /> IN THE EVENT THE RUNOFF DOES NOT MEET TURBIDITY REQUIREMENTS THE CONTRACTOR SHALL ��� INLET PROTECTION Drawing Title <br /> FOLLOW NOTE 4 BELOW. 7. APPROVAL OF THIS EROSIONISEDIMENTATION CONTROL(ECS)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN(E.G.SIZE AND <br /> LOCATION OF ROADS, PIPES, RESTRICTORS,CHANNELS, RETENTION FACILITIES, UTILITIES, ETc�. PLAN APPROVED T.C.S.C. <br /> 4. IN THE EVENT THE CONSTRUCTION RUNOFF DOES NOT MEET TURBIDITY REQUIREMENTS,THE � /� <br /> CONTRACTOR SHALL EMPLOY ADDITIONAL TESC MEASURES AS REQUIRED AND COORDINATE THIS 8. THE INIPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF `l � 3 t�" P L/`1N <br /> EFFORT WITH THE ON-SITE CESCL IN ORDER TO MEET TURBIDITY REQUIREMENTS(ADDITIONAL SILT THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. aisucsEa� � <br /> FENCF.,WATTLES, HAY BALES, STRAW ON SLOPES AND EXPOSED AREAS, REPLACE CB FILTER SOCKS, <br /> ETC.). 9. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION o�n��E �rto�oN pUBLiC WORKS <br /> PERIOD, NO DISTURBANCE BEYOND THE FL�GGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANTICONTRACTOR FOR THE DEPARTMENT <br /> 5. PLASTIC COVERING MUST BE PLACED OVER EXPOSED SLOPES AT THE END OF EACH WORK DAY. DURATION OF CONSTRUCTION. w��e <br /> A PYWC WORiCS PERM7 IS <br /> 10. THE ESC FACILITIES SHOWN UN THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO INSURE REQUlRm �RIOR TO STARTIN6 <br /> 5�� ANY CONSTRUCTION ON THIS <br /> City �f Everett Erosion Control Nates THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. _ rawecr. APPROVAL Foa zr+:s <br /> �ROIECT IS CONDI'RONAI VER <br /> tURRENT STANOARDS AND <br /> 1. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT TRACKED 11. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,THESE ESC Exa�REs - "" u"tFGi <br /> OFF THE SITE. <br /> FACILITIES SHALL BE UPGRADED(E.G.ADDITIONAL SUMPS. RELOCATION OF DITCHES AND SILT FENCES, ETC.)AS NEEDED FOR UNEXPECTED STORM EVENTS. PErU+cr foR ca,srRuc,�on�us <br /> � u . <br /> 12. THE ESC FACILITIES SHALL BE INSPECI'ED CAIL'Y BY THE APPLICANT/CUNTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINL'ED FUNCTIONING.THE ESC <br /> 2. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE OF ALL INSTALLED LOG SHALL ALSO BE MAINTAINED WITH ENTRIES NOTED PER SWPPP RE�'UIREMENTS. NEEDED REPAIRS TO TESC FACILITIES SHALL BE MAGE IMMEDIATELY. v41��� J�C'� <br /> F wAs <br /> EROSION AND SEDIMENT CONTROL BMPS, ESPECIALLY AFTER STORMS. Q-�w . 1��, � <br /> 13. ANY AREA STRIPPED OF VEGETATION, INGLUDWG ROADWAY EMBANKMENTS,WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY COE=CITY�F EVERETTI �: <br /> 3. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING WATERWAYS IF THE STABILIZED WITH THE APPROVED ESC METHODS(E.G. SEEDING, MULCHING, NETTING, ERCSION BLANKETS, ETC.) NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR � �=�� <br /> PROPOSED BMPS FAIL. ONTO PAVED SURFACES. SEDIMENT SHALL BE REMOVED <br /> 14. ANY AREA NEEDING ESC MEASURE,NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15)DAYS. FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE asss� �' <br /> 4. BARE ANDIOR DISTURBED SOILS SHALL REMAIN UNCOVERED ANDIOR UNSTABILIZED FOR NO MORE SITE. IN THE EVENT OF FAILURE OF THE EROSION �tS?�cf STFR� G�� <br /> THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 15. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CONTROL SYSTEM RESULTING IN SEDIMENT BEING S��N.AL ti��/��/1�I <br /> THROUGH SEPTEMBER 30. CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. TRACKED ONTO PAVED SURFACES,THE CONTRACTOR <br /> SHALL IMMEDIATELY IMPLEMENT MEASURES TO NOTE: <br /> 16. STABILIZED CONSTRUCTION ACCESS AND W'ASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. CORRECT THE SITUATION,AND STREET SWEEPING EXISTING SITE ELEMENTS, INCLUDING, BUT NOT LIMITED <br /> ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. (RCW 46.61.655). SHALL BE EMPLOYED ON AN EMERGENCY BASIS. T0, BUILDtNGS, UTILITIES, PAVEMENT,WALLS, <br /> STREET SWEEPERS ARE TO BE VACUUM TYPE. LANDSCAPING, PLAY EQUIPMENT,AND TREES WITHIN THE <br /> 17. DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL 30,ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQ FEET THAT ARE TO BE LEFT UNWORKED FOR MORE Date: 22 MARCH, 2017 <br /> LIMITS OF CONSTRUCTION TO BE REMOVED. UNLESS <br /> THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH,SODDING OR PLASTIC COVERING. OTHERWISE NOTED. <br /> CONSTRUCTION EROSION CONTROL MEASURES MUST Job No: C150194-10 <br /> 18. ANY PERMANENT RETENTIONIDETENTION FACILITY USED AS A TEMP SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL BE IN PLACE AND APPROVED BY THE CITY OF EVERETT <br /> PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM,THE FACILITY SHALL NOT PUBLIC WORKS DEPT. PRIOR TO ANY EARTH NOTE: Drawn By: APC <br /> BE USED AS A TEMP SETTLING BASIN. DISTURBANCE. CONTRACTOR SHALL ENLIST A PRIVATE UTILITY LOCATING <br /> COMPANY TO LOCATE ALL UTILITIES WITHIN THE Checked By� JAJ/SSE <br /> � 19. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, NOTE:THE TESC INSPECTIONS MUST BE COMPLETED BY A PROPERTY LINE. UTILITIES WITHIN R.O.W. SHALL BE <br /> G FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE(E.G.ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). MULCH CERTIFIED EROSION AND SEDIMENT CONTROL LEAD LOCATED USING UNDERGROUND SERVICE AT <br /> � SHALL BE INCLUDED AS PART OF SEEDING PROCESS. (CESCL)THROUGHOUT CONSTRUCTION. ECOLOGY 1-800-424-5555. Drawing No. <br /> � 20. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. REQUIRES A MONTHLY SUMMARY REPORT OF TURBIDITY <br /> � MONITORING RESULTS(IF PERFORMED)SIGNED BY THE NOTE: <br /> � 21. INSTALL CATCH BASIN PROTECTION ON ALL NEW CATCH BASINS. NPDES HOLDER. IF TURBIDITY EXCEEDS THE 25 NTU CONTRACTOR SHALL ERECT TEMP CONSTRUCTION <br /> 3 BENCHMARK THE CONTRACTOR IS TO MODtFY THE FENCWG AS NECESSARY TO PROTECT PUBLIC AND <br /> � 22. CONTRACTOR SHALL CLEAN ALL EXISTING AND NEW CATCH BASINS AND SHALL REMOVE SEDIMENT FROM SWALE PRIOR TO PROJECT COMPLETION.CONTRACTOR SHALL NOT PROJECT BMP'S TO DECREASE TURBID STORMWATER MAINTAIN PROJECT SITE. SEE DETAIL 141C1.10 <br /> ? FLUSH SEDIMENT DOWN STREAM. LEAVING THE SITE. <br /> � <br /> � NOTE: <br /> � 23. ALL TEMPORARY EROSION CONTROL FACILITIES, SUCH AS ROCK CHECK DAMS, SILT FENCES, COLLECTION DITCHES, (INCLUDING ALL APPURTENANCES)SHALL BE REMOVED CONTRACTOR IS TO HYDROSEED ALL DISTURBED AREAS CONTRACTOR TO RETAIN COPY OF CURRENT EVERETT DESIGN AND � <br /> o PRIOR TO FINAL ACCEPTANCE. AT THE COMPLETION OF CONSTRUCTION THAT ARE NOT CONSTRUCTION STANDARDS ON SITE DURING CONSTRUCTION. <br /> � OTHERWISE COVERED WITH ROCK OR ATB,UNLESS MOST CURRENT PDF VERSION AVAILABLE ONLINE AT: <br /> � DIRECTED OTHERWISE IN THE FIELD BY THE ENGINEER. https:l/EVERETTWA.GOV11531/DESIGN-CONSTRUCTION-STANDARDS <br /> �^ <br /> , DO REL <br /> � <br />