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SECTION 4 & 5, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.
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<br /> EROSION CONTROL BMPS SEEDING NOTES STORM DRAINAGE NOTES POLLUTANTS OTHER THAN SEDIMENT CITY OF EVERETT GENERAL NOTES
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<br /> HIGH VISIBILITY FENCING(BMP C103) 1.ALL DISTURBED AREAS SUCH AS DETENTION FACILITIES,ROADWAY 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN z
<br /> ALL POLLUTANTS,INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, p
<br /> USE IN COMBINATION WITH BMP C233,SILT FENCE AS INDICATED COVER GRASS
<br /> ETC.SHALL BE SEEDED WITH A PERENNIAL GROUND OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED,TESTED,AND DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD ,
<br /> ON THE PLANS. COVER GRASS O MINIMIZE EROSION.GRASS SEEDING WILL BE DONE ACCEPTED BY THE CITY OF EVERETT. THAT OCCUR ONSITE CAUSE
<br /> SHALL BE HANDLED AND DISPOSED OF IN A MANNER DRAINAGE DESIGN(E.G.SIZE AND LOCATION OF ROADS,PIPES, O
<br /> THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER.GOOD
<br /> USING AN APPROVED HYDROSEEDER OR AS OTHERWISE APPROVED RESTRICTORS,CHANNELS,RETENTION FACILITIES,UTILITIES). O
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<br /> CONSTRUCTION ROAD/PARKING AREA STABILIZATION(BMP C107) BY THE CITY OF EVERETT(ONSITE)OR WSDOT(WITHIN WSDOT ROW). 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY EVERETT 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
<br /> ONCE DEMOLITION IS COMPLETE,THE BUILDING FOUNDATIONS STANDARDS AND STANDARD SPECIFICATIONS OF WSDOT/A HOUSEKEEPING AND PREVENTATIVE MEASURES WILL BE TAKEN TO/APWA. ENSURE THAT THE SITE WILL BE KEPT CLEAN,WELL ORGANIZED,AND FREE MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE ESC w
<br /> OF DEBRIS.IF REQUIRED,BMPS TO BE IMPLEMENTED TO CONTROL
<br /> AND SLAB AREAS WILL BE STABILIZED WITH GRAVEL AND 2.EFFECTIVE SEEDING IS BEST ACCOMPLISHED DURING THE MONTHS OF FACILITIES IS THE RESPONSIBILITY THE APPLICANT/CONTRACTOR
<br /> CONCRETE. APRIL,MAY,JUNE AND SEPTEMBER.SEEDING DURING JULY AND 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN SPECIFIC SOURCES OF POLLUTANTS ARE DISCUSSED BELOW. UNTIL ALL CONSTRUCTION IS COMPLETED
<br /> TED AND APPROVED AND N
<br /> AUGUST MAY REQUIRE SUBSTANTIAL IRRIGATION.SEE WINTER OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR VEGETATION/LANDSCAPING IS ESTABLISHED.
<br /> AND/OR PETROLEUM PRODUCT CONSTRUCTION EQUIPMENT,
<br /> TEMPORARY&PERMANENT SEEDING(BMP C720) GRADING NOTE ABOVE. CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VEHICLES, 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL
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<br /> PERMANENT SEEDING SHALL BE USED TO STABILIZE EXPOSED VERIFICATION OF LOCATIONS AND AVOID DAMAGE TO ANY BE CLEARLY FLAGGED IN THE FIELD PRIOR CONSTRUCTION.DURING w
<br /> SOILS AND SHALL BE PERFORMED UNDER THE DIRECTION OF THE 3.CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ADDITIONAL UTILITIES SHOWN.IF COO STORAGE/DISPENSING:ALL VEHICLES,EQUIPMENT,AND PETROLEUM PRODUCT NFLICTS WITH EXISTING UTILITIES • THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED
<br /> LANDSCAPE PLANS AND SPECIFICATIONS. ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENTS OF ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE STORAGE/DISPENSING AREAS WILL BE INSPECTED REGULARLY TO CLEARING LIMITS SHALL BE PERMITTED.THE FLAGGING SHALL BE iy
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<br /> THE APPROVED CONSTRUCTION PLANS AND THE CITY OF EVERETT. PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE NEEDS TO PREVENT LEAKS OR SPILLS.DETECT ANY LEAKS OR SPILLS,AND TO IDENTIFY MAINTENANCE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF v
<br /> MULCHING(BMP C121) APPROVED THE CITY ENGINEER PRIOR TO COMMENCEMENT OF ON-SITE FUELING TANKS AND PETROLEUM PRODUCT STORAGE CONSTRUCTION. \
<br /> STABILIZE EXPOSED SURFACES WITH 2"-4"MULCH WHEN 4. IMMEDIATELY FOLLOWING FINISH GRADING,PERMANENT VEGETATION RELATED CONSTRUCTION ON THE PROJECT. • 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
<br /> CONTAINERS SHALL INCLUDE SECONDARY CONTAINMENT.
<br /> CONSISTING OF RAPID PERSISTENT AND LEGUME WILL BE APPLIED CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND IN
<br /> SURFACES ARE TO BE UNWORKED FOR THE SEASONAL TIME ( ) _WAY OR IN SPILL PREVENTION MEASURES,SUCH AS DRIP PANS,WILL BE SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN
<br /> FRAMES LISTED IN THE:ESC NOTES AND SWPPP NARRATIVE. (MINIMUM 80#PER ACRE).EXCEPT AS INCLUDE THE FOLLOWING MIX OF SEEDS::ED IN PLANS,THIS SHALL 0%ANNUAL,PERENNIAL OR 4 EASEMERM NTS SSMUSEMS BE STAKIN THE PUBLIC ED BY SURVEYFIOR LINE AND GRADE USED WHEN CONDUCTING MAINTENANCE AND REPAIR OF WATER DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS,OR VIOLATE REVISIONS
<br /> VEHICLES OR EQUIPMENT.
<br /> HYBRID RYE GRASS 40%CREEPING RED FESCUE 40%WHITE CLOVER. PRIOR TO STARTING CONSTRUCTION. APPLICABLE WATER QUALITY STANDARDS.
<br /> PLASTIC COVERING(BMP C123)
<br /> USE PLASTIC SHEATHING TO PROTECT STOCKPILES.STABILIZE PLANS MAY SPECIFY DIFFERENT PLANTINGS FOR SPECIALIZED AREAS IN ORDER TO PERFORM EMERGENCY REPAIRS ON SITE,• TEMPORARY PLASTIC WILL BE PLACED BENEATH AND,IF RAINING, 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
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<br /> WITH SAND BAGS CONNECTED WITH ROPE. SUCH AS BIOFILTRATION SWALES,DETENTION/INFILTRATION PONDS, 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP OVER THE VEHICLE REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE (n (n
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<br /> WETLAND/BUFFER RESTORATION AREAS,ETC. NO WASTE,DRAINS TO STREAM,LAKE,RIVER,PUGET SOUND,OR CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE UPGRADED AS
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<br /> TOPSOLING/COMPOSTING(BMP C125) WETLAND"CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. • CONTAMINATED SURFACES SHALL BE CLEANED IMMEDIATELY cc ccNEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT n
<br /> TOPSOL EXPOSED SOILS AND PROPOSED PLANTERS. 5.ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION CHEMICA OS LOWING ANY DISCHARGE OR SPILL INCIDENT. SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE.2022 W O m v o
<br /> FACTION OF THE CITY INSPECTOR.THIS MAY BE ACCOMPLISHED BY 6. DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE(EMC),CITY DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS EROSION n
<br /> DUST CONTROL(BMP C140) DISCING,RAKING,HARROWING OR OTHER ACCEPTABLE MEANS. ADOPTED STORMWATER MANAGEMENT MANUAL,POLICIES AND CRITERIA • ANY CHEMICALS STORED IN THE CONSTRUCTION AREAS WILL AND SEDIMENTATION CONTROL 2-6 W
<br /> CONTRACTOR SHALL IMPLEMENT MEASURES TO PREVENT WIND PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES SET FORTH IN THE CITY OF EVERETT'S DESIGN AND CONSTRUCTION CONFORM TO THE APPROPRIATE SOURCE CONTROL BMPS LISTED 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED Z W o 0 0
<br /> IN VOLUME IV OF THE ECOLOGY STORMWATER MANUAL. IN o in
<br /> TRANSPORT OF DUST FROM SOIL SURFACES.SUCH MEASURES TO THE SLOPE.H NECESSARY,SURFACE RUNOFF CONTROL STANDARDS&SPECIFICATIONS. BY THE APPLICANT/CONTRACTORS ENSURE THEIR CONTINUED N v n
<br /> WESTERN WA,ALL CHEMICALS SHALL HAVE COVER, /rC
<br /> MEASURES EL GRADIENT INTERCEPTOR FUNCTIONING ESPECIALLY AFTER STORM EVENTS. V 5.
<br /> CAN INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: CONTAINMENT,AND PROTECTION PROVIDED ON SITE,PER BMP `.
<br /> MULCHING AREAS NOT USED FOR VEHICLE ACCESS,SPRINKLING DIKE/SWALES,LEVEL SPREADERS,AND SEDIMENT BASINS SHALL BE ADDITIONAL NOTES: 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
<br /> C153 FOR MATERIAL DELIVERY,STORAGE AND CONTAINMENT IN Z Q
<br /> EXPOSED SURFACES WITH WATER,SURFACE HAUL ROADS WITH INSTALLED PRIOR TO SEEDING. 7. ALL PIPE SHALL BE PLACED ON STABLE EARTH,OR IF IN THE OPINION MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS
<br /> GRAVEL. OF THE INSPECTOR THE EXISTING FOUNDATION IS UNSATISFACTORY, SWMMWW 2005 FOLLOWING A MAJOR STORM EVENT. W LL
<br /> 6.FERTILIZER SHALL BE APPLIED AT 400#PER ACRE OF 10-20-20(10 THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACK-FILLED WITH • APPLICATION OF AGRICULTURAL CHEMICALS,INCLUDING 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
<br /> FERTILIZERS AND PESTICIDES,SHALL BE CONDUCTED IN A
<br /> STORM INLET PROTECTION(BMP CN E POUNDS PER 1100 SQUARE FEET)OR EQUIVALENT.DEVELOPMENTS A GRAVEL MATERIAL TO SUPPORT THE PIPE. ACCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL CATCH BASINS AND
<br /> MANNER AND AT APPLICATION RATES THAT WILL NOT RESULT IN
<br /> ADJACENT TO WATER BODIES SHALL USE NON-PHOSPHORUS CONVEYANCE LINES SHALL BE CLEANED PRIOR EN PAVING.THE
<br /> PLACE INSERTS PER PLAN DETAIL IN EXISTING CATCH BASINS AS LOSS OF CHEMICAL TO STORMWATER RUNOFF.MANUFACTURERS'
<br /> INDICATED ON THE PLAN. FERTILIZER. 8. THE BACK FILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
<br /> RECOMMENDATIONS FOR APPLICATION PROCEDURES AND RATES
<br /> PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6",MAXIMUM THE DOWNSTREAM SYSTEM. O
<br /> SHALL BE FOLLOWED. o
<br /> 7.CONTRACTOR SHALL MONITOR GERMINATION AND GROWTH UNTIL DEPTH 8"-9"THOROUGHLY STAMPING EACH LAYER.THESE 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE
<br /> AS NEW CATCH BASINS ARE INSTALLED,THESE SHALL ALSO BE DEMOLITION:
<br /> PROTECTED UNTIL THE DRAINAGE AREA IS STABILIZED. GROUND COVER IS UNIFORMLY ESTABLISHED.THIN AREAS SHALL BE COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER RI EACH BEGINNING T.CONSTRUCTION AND MAINTAINED FOR THE DURATION OF
<br /> • DUST RELEASED FROM DEMOLISHED SIDEWALKS SHALL BE
<br /> RESEEDED OR OVERSEEDED AS NECESSARY. SIDE OF THE PIPE FILL
<br /> V THE SIDE OF THE TRENCH.MATERIALS TO THE PROJECT.ADDITIONAL MEASURES MAYBE REQUIRED I O ENSURE F
<br /> CONTROLLED USING DUST CONTROL MEASURES(BMP C140).
<br /> SILT FENCE(BMP C233) COMPLETE THIS FILL OVER PIPE SHALL A THE SAME AS DESCRIBED. THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
<br /> • STORM DRAIN INLETS VULNERABLE TO STORMWATER DISCHARGE �
<br /> INSTALL SILT FENCE IN LOCATIONS INDICATED ON THE PLAN. (REFER TOW METH STANDARD SPECIFICATIONS 7-04.3(3)AND PROJECT. y
<br /> CARRYING DUST,SOIL,OR DEBRIS WILL BE PROTECTED USING
<br /> 2-03.2(14)C,METHOD B&C). 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO
<br /> STORM DRAIN INLET PROTECTION(BMP C220 AS INDICATED ON REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. �
<br /> SITE GRADING NOTES 9. CATCH BASIN OFFSETS ARE MEASURED TO CENTER OF GRATE. THE PLAN). 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM F.
<br /> �+ PROCESS WATER AND SLURRY RESULTING FROM SAWCUTTING W
<br /> MAINTENANCE OF BM P'S 1.ALL GRADING SHALL COMPLY WITH CHAPTER A33 OF THE AND SURFACING OPERATIONS WILL BE PREVENTED FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL.IF N
<br /> INTERNATIONAL BUILDING CODE CURRENT EDITION). 10. ALL CATCH BASINS SHALL BE TYPE A PER C.O.E.STANDARD DWG 402, ENTERING THE WATERS OF THE STATE BY IMPLEMENTING BMPS FAIL AND SEDIMENT-LADEN WATER IS LEAVING THE SITE, F 04
<br /> ( ) EXCEPT AS OTHERWISE NOTED. IMMEDIATELY NOTIFY YOUR PUBLIC WORKS INSPECTOR. y
<br /> SAWCUTTING AND SURFACING POLLUTION PREVENTION 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR Z m
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<br /> ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL 2. PUBLIC STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS AT ALL MEASURES(BMP C152).
<br /> PRACTICES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO TIMES DURING CONSTRUCTION.DUST SUPPRESSION AND STREET 11. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE 1.SLURRY AND CUTTING SHALL BE VACUUMED DURING UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH Q rp Q
<br /> ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. SHALL BE A TYPE II CB OR LARGER(MANHOLE). APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH
<br /> FACILITIES SHALL BE INSPECTED AT A MINIMUM ON A WEEKLY BASIS CLEANING MUST OCCUR AS DIRECTED BY THE PUBLIC WORKS CUTTING AND SURFACING OPERATIONS. v1
<br /> SEPTEMBER 30.
<br /> INSPECTOR. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL 2.SLURRY AND CUTTINGS SHALL NOT DRAIN TO ANY NATURAL 13. NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR ~X W
<br /> AND IMMEDIATELY AFTER ANY RUNOFF PRODUCING RAIN EVENT.ALL OR CONSTRUCTED DRAINAGE CONVEYANCE. y O O
<br /> MANHOLE,INLET AND CATCH BASIN FRAMES AND GRATES TO GRADE TO DEWATERING ACTIVITIES.HANDLE HIGHLY TURBID OR OTHERWISE
<br /> MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE 3. THE SITE SOILS ARE GENERALLY CONSIDERED MOISTURE SENSITIVE 3.COLLECTED SLURRY AND CUTTINGS SHALL BE DISPOSED OF LU m¢
<br /> JUST PRIOR TO POURING CURBS AND PAVING. CONTAMINATED DEWATERING WATER SEPARATELY FROM STORMWATER.BE W
<br /> WITH MARYSVILE STANDARDS.AT A MINIMUM,REPAIRS TO BMP'S AND AS SUCH ARE SUSCEPTIBLE TO DISTURBANCE BY CONSTRUCTION IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR Z
<br /> SHALL TAKE PRECEDENT OVER OTHER SITE WORK AND COMPLETED EQUIPMENT,PARTICULARLY DURING PERIODS OF WET WEATHER.THE SURFACE WATER QUALITY STANDARDS. 14. THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE O PRIOR TO CLOSING THE SITE OF THE NIGHT.TRAPPED SEDIMENT MUST GRADING CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO LIMIT 13. CATCH BASIN FRAME AND GRATE SHALL BE OLYMPIC FOUNDRY MODEL CONCRETE AND GROUT: 1*RETAINEDON SITE OR READILY AVAILABLE TO THE CONTRACTOR N a
<br /> BE REMOVED OR STABILIZED ON SITE.DISTURBED SOIL AREAS 5435,LOCKING TYPE OR EQUAL.STANDARD GRATES SHALL BE USED • THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.
<br /> SURFACE DISTURBANCE AND PROTECT THE SITE GRADING AREA FROM UNLESS SPECIFIED OTHERWISE. PROCESS WATER AND SLURRY RESULTING FROM CONCRETE 15. DESIGN,INSTALL,IMPLEMENT,AND MAINTAIN EFFECTIVE POLLUTION
<br /> RESULTING FROM REMOVAL SHOULD BE PERMANENTLY STABILIZED. EXCESSIVE RUNOFF EROSION. WORK WILL BE PREVENTED FROM ENTERING THE WATERS OF THE PREVENTION MEASURES TO MINIMIZE THE DISCHARGE OF POLLUTANTS.
<br /> STATE BY IMPLEMENTING CONCRETE HANDLING MEASURES(BMP VN
<br /> 14. UNLESS OTHERWISE NOTED,ALL STORM SEWER PIPE SHALL BE 16. PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION
<br /> HIGH VISIBILITY FENCING(BMP C103) 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND C151).
<br /> INSPECT FENCING AND REPAIR DAMAGED SECTIONS. CORRUGATED POLYETHYLENE PIPE:THE MATERIAL SUPPLIED UNDER AND MAINTENANCE IT EROSION AND SEDIMENT CONTROL BMPS DESIGN
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<br /> DELETERIOUS MATTER. 1. CONCRETE TRUCK CHUTES,PUMPS,AND INTERNALS SHALL
<br /> THIS SPECIFICATION SHALL BE HIGH-DENSITY CORRUGATED PORTIONS OF THE SITE THAT DRAIN INTO THE LID BMPS.2022 DESIGN \
<br /> BE WASHED OUT ONLY INTO FORMED AREAS AWAITING 9't'
<br /> CONSTRUCTION ROAD STABILIZATION BMP C707 POLYETHYLENE SMOOTH INTERIOR PIPE AND SHALL BE AND CONSTRUCTION STANDARDS AND SPECIFICATIONS
<br /> ( ) 5.AREAS TO RECEIVE FILL SHALL BE PROOFROLLED.ALL LOOSE AND MANUFACTURED IN CONFORMITY WITH THE LATEST AASHTO INSTALLATION OF CONCRETE OR ASPHALT.
<br /> INSPECT STABILIZED AREAS REGULARLY,ESPECIALLY AFTER LARGE SOFT AREAS SHALL BE REMOVED AND REPLACED WITH 2. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP 4
<br /> STORM EVENTS.ADD GRAVEL IF NECESSARY AND RESTABILIZE ANY SPECIFICATIONS OR M 294 TYPE S AND THE MATERIAL COMPOUND c
<br /> STRUCTURAL FILL. SHALL BE RETURNED TO THE ORIGINATING BATCH PLANT p
<br /> SHALL CONFORM TO AASHTO M 294.COUPLERS SHALL COVER NOT
<br /> AREAS FOUND TO BE ERODING. � q
<br /> LESS THAN ONE FULL CORRUGATION ON EACH ANNULAR SECTION OF FOR RECYCLING. 7 icy, ta'
<br /> 6. ALL FILL MATERIALS USED SHALL BE FREE OF VEGETATION AND 3. HAND TOOLS INCLUDING,BUT NOT LIMITED TO,SCREEDS,
<br /> PIPE AND PASS THE WSDOT STANDARD SPECIFICATION SECTION O
<br /> BMP TEMPORARY SEEDING OF STRIPPED AREAS DELETERIOUS MATTER AND SHALL NOT CONTAIN ROCKS GREATER 7-04.3(4)D LOW PRESSURE AIR TEST FOR STORM SEWERS SHOVELS,RAKES,FLOATS,AND TROWELS SHALL BE PRO ti^7
<br /> SEEDINGING .SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE.SUPPLY THAN SIX INCHES IN DIAMETER. WASHED OFF ONLY INTO FORMED AREAS AWAITING �nl
<br /> WATER AS NEEDED,ESPECIALLY IN ABNORMALLY HOT OR DRY 15. GALVANIZED STEEL PIPE SHALL HAVE TYPE 1 ASPHALT COATING. INSTALLATION OF CONCRETE OR ASPHALT. �I
<br /> WEATHER OR ON ADVERSE SITES.WATER APPLICATION RATES 7. STRUCTURAL FILLS SHALL BE PLACED IN EIGHT TO 10 INCH THICK ALUMINIZED PIPE DOES NOT REQUIRE COATING WHEN NO FORMED AREAS ARE AVAILABLE,WASHWATER AND
<br /> .
<br /> SHOULD BE CONTROLLED TO PREVENT RUNOFF. LOOSE HORIZONTAL LIFTS AND SPREAD UNIFORMLY. LEFTOVER PRODUCT SHALL BE CONTAINED IN A LINED
<br /> RE-SEEDING-AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER CONTAINER.CONTAINED CONCRETE SHALL BE DISPOSED OF IN A
<br /> ADEQUATE TO PREVENT EROSION SHALL BE RE-SEEDED AS SOON AS 8, AFTER EACH LIFT HAS BEEN SPREAD EVENLY,IT SHALL BE 16. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE
<br /> SUCH AREAS ARE IDENTIFIED. COMPACTED TO A MINIMUM OF 95%OF MAXIMUM DENSITY PIPE AND CATCH BASINS SHALL BE FLUSHED AND CLEANED PRIOR TO WATER QUALITY STANDARDS.
<br /> DETERMINED IN ACCORDANCE WITH ASTM D1557(MODIFIED CITY OF EVERETT PUBLIC WORKS ACCEPTANCE. SANITARY WASTEWATER:
<br /> MULCHING BMP C121)AREAS
<br /> PROCTOR). CLEARING LIMITS • REGULARLY MAINTPORTABLE AON FACILITIES INED,AND MPTIILL BE FIRMLY ED WHEN NECESSARY.MULCHED AREAS SHOULD BE CHECKED PERIODICALLY,ESPECIALLY (�
<br /> FOLLOWING SEVERE STORMS.DAMAGED AREAS OF MULCH OR 9. THE SURFACE OF ALL SLOPES SHALL BE COMPACTED.THIS MAY BE • SOLID WASTE WILL BE STORED IN SECURE,CLEARLY MARKED
<br /> TIE-DOWN MATERIAL SHALL BE IMMEDIATELY REPAIRED. ACCOMPLISHED BY OVER-BUILDING THE SLOPES,THEN CUTTING BACK CONTAINERS. J
<br /> CLEARING LIMITS SHOWN ON PLAN REPRESENT MAXIMUM ALLOWABLE
<br /> EXTENT OF CLEARING ON THE PROPERTY.OWNER MAY ELECT TO CLEAR
<br /> TO FINAL GRADES,OR BY RUNNING THE COMPACTOR OVER THE OTHER:
<br /> PLASTIC COVERING(BMP C123) SLOPE AS EACH FILL LIFT IS BEING PLACED.ALL SLOPES SHALL BE LESS AREA WITHIN WSDOT RIGHT-OF-WAY.DRAINAGE FACILITY DESIGN IS OTHER BMPS WILL BE ADMINISTERED AS NECESSARY TO (n LU N
<br /> CHECK REGULARLY FOR RIPS AND PLACES WHERE THE PLASTIC MAY BASED ON ASSUMPTION OF MAXIMUM ALLOWED ONSITE CLEARING AND (n
<br /> COMPACTED BY THE END OF EACH WORK DAY. ADDRESS ANY ADDITIONAL POLLUTANT SOURCES ON SITE. LLJ Z W
<br /> HARDSCAPE. F
<br /> BE DISLODGED.CONTACT J 01
<br /> BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS BE 10. FIELD DENSITY TESTS(IF REQUIRED)WILL BE MADE BY A QUALIFIED MARKING OF CLEARING LIMITS AND PLACEMENT OF EROSION CONTROL cc 0
<br /> MAINTAINED.ANY AIR BUBBLES FOUND SHOULD BE REMOVED SOILS ENGINEERING FIRM.DENSITY TESTS SHALL BE TAKEN AT OR BMPS IN THE FIELD SHALL BE ADJUSTED FOR ACTUAL EXTENT OF FIELD MARKINGS = � Z
<br /> IMMEDIATELY THE PLASTIC MAY RIP DURING THE NEXT WINDY JUST BELOW THE SURFACE AT THE FREQUENCY AND LOCATIONS CLEARING AS DIRECTED BY OWNER.CLEARING LIMITS SHALL BE CLEARLY LLI F d PERIOD.RE-ANC
<br /> HOR OR REPLACE THE PLASTIC AS NECESSARY. DETERMINED BY THE SOILS ENGINEERING FIRM.WHEN THE TESTS BEFORE ANY CLEARING OR GRADING OCCURS,CONTRACTOR OR d 00 F d
<br /> INDICATE THAT THE DENSITY OF ANY LAYER OF FILL OR PORTION MARKED IN FIELD PRIOR TO COMMENCEMENT OF SITE WORK. SURVEYOR SHALL INSTALL TEMPORARY FIELD MARKINGS AS FOLLOWS: O N F
<br /> TOPSOIT FOR DAMAGE IR FROM RAINFALL AND SHEET FLOW.REGFADE SECTION BELOW IS IL IONSHALLBE REWORKED UNTIL THE REQUIRED PARTICULARTY,THE
<br /> INSPECT DENSITY HAS 1. MARK CLEARING LIMITS AS SHOWN ON PLAN OR AS DIRECTED BY cc O c
<br /> AS NECESSARY. BEEN OBTAINED.ALL TEST RESULTS SHALL BE TRANSMITTED TO THE UNDERGROUND UTILITY NOTE OWNER O CONTINUOUS RUN OF ORANGE SURVEYOR'S ALLOWABLE)
<br /> OR'S TAPE 4-6 FEET ABOVE Q m W y
<br /> CITY OF EVERETT BUILDING DEPARTMENT.
<br /> DUST CONTROL(BMP C140) EX.UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON GROUND.CONTRACTOR MAY SUBSTITUTE CONSTRUCTION OR SILT
<br /> RESPRAY AREA AS NECESSARY TO PREVENT WIND EROSION. 11. A GRADING PERMIT AND APPROVAL OF THE TEMPORARY EROSION AND SURFACE INDICATORS.NO UNDERGROUND LOCATE SERVICE WAS FENCING FOR SURVEYOR'S TAPE. Z
<br /> SEDIMENTATION CONTROL PLAN SHALL HAVE BEEN OBTAINED FROM UTILIZED FOR THEIR LOCATION.THE USE OF THIS MAP FOR THEIR EXACT
<br /> STORM DRAIN INLET PROTECTION(BMP C220) THE CITY OF EVERETT FOR ANY ON-SITE GRADING. LOCATION IS NOT WARRANTED.PRIOR TO CONSTRUCTION,USER SHOULD 2.CONTRACTOR SHALL REQUEST INSPECTION OF FIELD MARKINGS BY
<br /> FOR SYSTEMS USING FILTER FABRIC:INSPECTIONS SHOULD BE MADE CALL THE UTILITY LOCATE SERVICE AT 1-800-424-5555,TWO BUSINESS
<br /> THE
<br /> C.O.E.STAFF PRIOR TO COMMENCING CLEARING OR GRADING.
<br /> A REGULAR BASIS,ESPECIALLY AFTER LARGE STORM EVENTS.IF
<br /> THE FILTER BAG BECOMES CLOGGED,IT SHOULD BE CLEANED OR 12. ALL CUT AND FILL SLOPES SHALL BE A MAXIMUM OF 2.:1. DAYS BEFORE CONSTRUCTION.
<br /> REPLACED. 13.STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY SOIL STOCKPILES
<br /> PROTECTED TO PREVENT EROSION.HYDROSEED PREFERRED.
<br /> SILT FENCE(BMP C233) TEMPORARY STOCKPILE LOCATIONS MAY BE ADJUSTED BY CONTRACTOR
<br /> INSPECT IMMEDIATELY AFTER EACH RAINFALL,AND AT LEAST DAILY 14.NO GRADING SHALL OCCUR WITHIN 2 FEET OF PROPERTY BOUNDARY WATER QUALITY STANDARD IN FIELD.TOPSOIL STRIPPING STOCKPILES SHALL BE WINDROWED
<br /> DURING PROLONGED RAINFALL.REPAIR AS NECESSARY. WITHOUT WRITTEN APPROVAL OF ADJACENT OWNER. TEMPORARILY ALONG LOT FRONTAGE FOR SPREADING WHEN LOTS ARE DATE:
<br /> SEDIMENT MUST BE REMOVED WHEN IT REACHES APPROXIMATELY STORMWATER RELEASED FROM THIS CONSTRUCTION SITE TO CLEARED.CARE SHOULD BE TAKEN TO AVOID UNINTENTIONAL DRAINAGE
<br /> ONE THIRD THE HEIGHT OF THE FENCE,ESPECIALLY IF HEAVY RAINS OFF-SITE DRAINAGE CHANNELS SHALL NOT BE PERMITTED TO IMPOUNDMENT OR DIVERSION.TOPSOIL STRIPPINGS MAY BE 9/14/23
<br /> ARE EXPECTED. TRANSPORT SEDIMENT LOADINGS EXCEEDING 5 NTUs ABOVE INCORPORATED INTO EROSION CONTROL DIVERSION BERMS.
<br /> BACKGROUND LEVELS. JOB#:
<br /> CERTIFIED EROSION & STOCKPILES SHALL NOT BE PLACED WITHIN NGPAs,SCREENING BUFFERS, 21-162
<br /> EXISTING DRAINAGE OR UTILITY EASEMENTS OR RIGHTS-OF-WAY.
<br /> STOCKPILE MANAGEMENT SHALL COMPLY WITH T.E.S.C.GENERAL NOTES isSEDIMENT CONTROL LEAD ON SHEET C2.I,INCLUDING STABILIZATION WITHIN 24 HOURS.
<br /> WASHINGTON STATE D.O.E.REQUIRES THAT A CERTIFIED EROSION AND
<br /> SEDIMENT CONTROL LEAD(CESCL)BE RETAINED TO MONITOR T.E.S.0
<br /> COMPLIANCE.THE CESCL MUST BE IDENTIFIED ON THE STORMWATER
<br /> GENERAL PERMIT APPLICATION AND SHALL ATTEND THE Know what's below.
<br /> PRE-CONSTRUCTION MEETING WITH CITY STAFF. Call before you dig.
<br /> C2.1
<br /> P:\WORMPROJECTS\2021�21-162 SEA C0N\CE\DWG\SHEETS\C2.0 SWPPP SMALL.DWG 9/14/2023
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