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<br /> SW1/4, NW1/4, SEC 29, TWN 29 N, RNG 5 E, WM, EVERETT WA
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<br /> SEEDING NOTES POLLUTANTS OTHER THAN SEDIMENT MAINTENANCE OF BMP's BMP's N �
<br /> 1. ALL DISTURBED AREAS SUCH AS DETENTION FACIIITIES,ROADWAY BACKSLOPES,ETC. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS,THAT OGCUR ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES SHALL HIGH VISIBILITY FENCING(BMP C103)USE IN COMB�NATION WITH BMP C233,SILT O O
<br /> SHALL BE SEEDED WITH A PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION. ONSITE SHALL BE HANDLED AND DISPOSED QF IN A MANNER THAT DOES NOT CAUSE BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF FENCE AS INDICATED ON THE PLANS,OR AS NEGESSARY. U U
<br /> GRASS SEEDING WILL BE DONE USING AN APPROVED HYDROSEEDER OR AS CONTAMINATION OF STORMWATER. GOOD HOUSEKEEPING AND PREVENTATIVE THEiR INTENDED FUNCTION,FACILITIES SHALL BE INSPECTED AT A MINIMUM ON A WEEKLY � �
<br /> OTHERWtSE APPROVED BY THE CITY OF EVERETf(ONSITE)OR WSDOT(WITHIN MEASURES WILL BE TAKEN TO ENSURE THAT THE SITE WILL BE KEPT CLEAN,WELL BASIS AND IMMEQIATELY AFTER ANY RUNOFF PRODUCING RAIN EVENT.ALL MAINTENANCE CONSTRUCTION ACCESS SHOWN ON PLAN SHAL�BE PER BMP C105, a a
<br /> WSDOT ROII�. ORGANIZED,AND FREE OF DEBRIS. IF REQUIRED,BMPS TO BE IMPLEMENTED TO CONTROL AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH MARYSVILE STANDARDS.AT A '
<br /> SPECIFIC SOURCES OF POLLUTANTS ARE DISCUSSED BELOW. MINIMUM,REPAIRS TO BMP'S SHALL TAKE PRECEDENT OVER OTHER SITE WORK AND CONSTRUCTION PARKING ON SITE SHALL BE PER BMP C107. Z Z
<br /> 2. EFFECTIVE SEEDING IS BEST ACCOMPLISHED DURING THE MONTHS OF APRIL,MAY, COMPLETED PRIOR TO CLOSING THE SITE OF THE NIGHT.TRAPPED SEDIMENT MUST BE O O
<br /> JUNE AND SEPTEMBER.SEEDING DURING JULY AND AUGUST MAY RE QUIRE V E H I C L E S,C O N S T R U C T I O N E Q U I P M E N T,A N D/O R P E T R O L E U M P R O D U C T R E M O V E D O R S T A B t L I Z E D O N S I T E.D I S T U R B E D S O I L A R E A S R E SU L T I N G F R O M R E M O V A L C O N S T R U C T I O N R O A D J P A R K I N G A R E A S T A B I L I Z A T I O N(B M P C 1 0 7) N N
<br /> SUBSTANTIAL IRRIGATION.SEE WINTER GRADING NOTE ABOVE. STORAGE/DISPENSING: SHOULD BE PERMANENTLY STABILIZED. ONCE DEMOLITION IS COMPLETE,THE BUILDING FOUNDATIONS AND SLAB AREAS WILL
<br /> • ALL VEHICLES,EQUIPMENT,AND PETROLEUM PRODUCT STORAGE/DISPENSING BE STABILIZED WITH GRAVEL AND CONCRETE.
<br /> 3. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED GROUND AREAS WILL BE INSPECTED REGULARLY TO DETEGT ANY LEAKS OR SPILLS,AND HIGH VISIBILITY FENCING(BMP C103) � �
<br /> COVER THAT FULFILLS THE REQUIREMENTS OF THE APPROVED CONSTRUCTION TO IDENTIFY MAINTENANCE NEEDS TO PREVENT LEAKS OR SPILLS, INSPECT FENCING AND REPAIR DAMAGED SECTIONS. TEMPORARY&PERMANENT SEEDING (BMP C120)
<br /> PLANS AND THE CITY OF EVERETT. • ON-SITE FUELING TANKS AND PETROLEUM PRODUCT STORAGE CONTA(NERS PERMANENT SEEDING SHALL BE USED TO STABILIZE EXPOSED SOILS AND SHALL BE � �
<br /> SHALL INCLUDE SECONDARY GONTAINMENT. CONSTRUCTION ROAD STABILIZATION(BMP C107) PERFORMED UNDER THE DIRECTION OF THE LANDSCAPE PLANS AND in i�
<br /> 4. IMMEDIATELY FOLLOWING FINISH GRADING,PERMANENT VEGETATION(CONSISTING OF • SPILL PREVENTION MEASURES,SUCH AS DRIP PANS,WILL BE USED WHEN INSPECT STABILIZED AREAS REGULARLY,ESPECIALLY AFTER LARGE STORM EVENTS.ADD SPECIFICATIONS. � �
<br /> RAPID,PERSISTENT AND LEGUME)WILL BE APPLIED(MINIMUM 80#PER ACRE). CONDUCTING MAINTENANCE AND REPAIR OF VEHICLES OR EQUIPMENT. GRAVEL IF NECESSARY AND RESTABILIZE ANY AREAS FOUND TO BE ERODING. � �
<br /> EXCEPT AS NOTED IN PLANS,THIS SHALL INCLUDE THE FOLLOWING MIX OF SEEDS: • IN ORDER TO PERFORM EMERGENCY REPAIRS ON SITE,TEMPORARY PLASTIC MULCHING(BMP C121) N r
<br /> 20%ANNUAL,PERENNIAL OR HYBRIQ RYE GRASS,40%CREEPING RED FESCUE,40% WILL BE PLACEO BENEATH AND,IF RAINING,OVER THE VEHICLE. BMP C120,TEMPORARY SEEDING OF STRIPPED AREAS STABILIZE EXPOSED SURFACES WITH 4"STERILE STRAW MULCH WHEN SURFACES ARE
<br /> WHITE CLOVER.PLANS MAY SPECIFY DIFFERENT PLANTINGS FOR SPECIALIZED AREAS • CONTAMINATED SURFACES SHALL BE CLEANED IMMEDIATELY FOLLOWING ANY SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE.SUPPLY WATER AS NEEDED, TO BE UNWORKED FOR THE SEASONAL TIME FRAMES LISTED IN THE TESC NOTES AND
<br /> SUCH AS BIOFILTRATION SWALES,DETENTION/INFILTRATION PONDS, DISCHARGE OR SPILL INCIDENT. ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER OR ON ADVERSE SITES.WATER SWPPP NARRATIVE. R EVI S I O N S
<br /> WETLAND/BUFFER RESTORATION AREAS,ETC. CHEMICAL STQRAGE: APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF.
<br /> • ANY CHEMICALS STORED IN THE CONSTRUCTION AREAS WILL CONFORM TO RE-SEEDING-AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PLASTIC COVERING(BMP C123)
<br /> 5. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION FACTION OF THE APPROPRIATE SOURCE CONTROL BMPS LfSTED IN VOLUME IV OF THE PREVENT ERQSION SHALL BE RE-SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. USE PLASTIC SHEATHING TO PROTECT STOCKPILES.STABILIZE WITH SAND BAGS (/� (/� �''� '- �
<br /> THE CITY INSPECTOR.THIS MAY BE ACCOMPLISHED BY DISCING, RAKING, ECOLOGY STORMWATER MANUAL. IN WESTERN WA,ALL CHEMiCALS SHALL CONNECTED WITH ROPE. �` ap �
<br /> HARROWING OR OTHER ACCEPTABLE MEANS.PERFORM ALL CULTURAL OPERATIONS HAVE COVER,CONTAtNMENT,AND PROTECTION PROVIDED ON SITE,PER BMP MULCHING(BMP C121) W O tA 1� f�
<br /> ACROSS OR AT RIGHT ANGLES TO THE SLOPE.IF NECESSARY,SURFACE RUNOFF C153 FOR MATERIAL DELIVERY,STORAGE AND CONTAINMENT 1N SWMMWW 2005 MULCHED AREAS SHOULD BE CHECKED PERIODICALLY,ESPECIALLY FOLLOWING SEVERE TOPSOILING/COMPOSTING(BMP C125)TOPSOIL IN PROPOSED PLANTERS. N �t �j
<br /> CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, • APPLICATION OF AGRICULTURAL CHEMICALS,INCLUDING FERTILIZERS AND STORMS.DAMAGED AREAS OF MULCH OR TIE-DOWN MATERIAL SHALL BE IMMEDIATELY z W � ti �
<br /> LEVEL SPREADERS,AND SEDIMENT BASINS SHALL BE INSTALLED PRIOR TO SEEDING. PESTICIDES,SHALL BE CONDUCTED IN A MANN�R AND AT APPLICATION RATES REPAIRED. DUST CONTROL(BMP C140) �
<br /> THAT WILL NOT RESULT IN LOSS OF CHEMICAL TO STORMWATER RUNOFF. CONTRACTOR SHALL IMPLEMENT MEASURES TO PREVENT WIND TRANSPORT OF DUST � � p O p
<br /> 6. FERTILIZER SHALL BE APPLIED AT 400#PER ACRE OF 10-20-20(10 POUNDS PER 1100 MANUFACTURERS'RECOMMENDATIONS FOR APPLICATION PROCEDURES AND PLASTIC COVERING(BMP C123} FROM SOIL SURFACES.SUCH MEASURES CAN INCLUDE BUT ARE NOT LIMITED TO THE � tC � c0
<br /> S Q U A R E F E E�O R E Q U I V A L E N T. D E V E L O P M E N T S A D J A C E N T T O W A T E R B O D I E S R A T E S S H A L L B E F O L L O W E D. CHECK REGULARLY FOR RIPS AND PLACES WHERE THE PLASTIC MAY BE DISLODGED. FOLLOWING:MULCHING AREAS NOT USED FOR VEHICLE ACCESS,REDUCING SPEEDS Z = M M M
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<br /> SHALL USE NON-PHOSPHORUS FERTILIZER. DEMOLITION: CONTACT ON HAUL RflADS,SPRINKLE EXPOSED SURFACES WITH WATER,SURFACE HAUL ROADS (/� �
<br /> • DUST RELEASED FROM DEMOLISHED SIDEWALKS SHALL BE CONTROLLED USING BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS BE MAINTAINED.ANY AIR WITH GRAVEL.
<br /> 7. CONTRACTOR SHALL MONITOR GERMINATION AND GROWfH UNTIL GROUND COVER IS DUST CONTROL MEASURES(BMP C140}. BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR THE PLASTIC MAY RIP DURING �,L,
<br /> UNIFORNILY ESTABLISHED.THIN AREAS SHALL BE RESEEDED OR OVERSEEDED AS • STORM DRAIN INLETS VULNERABLE TO STORMWATER DISCHARGE CARRYING THE NEXT WINDY PERIOD.RE-ANCHOR OR REPLACE THE PLASTIC AS NECESSARY. STORM INLET PROTECTION(BMP C220)PLACE INSERTS PER PLAN DETAIL IN EXISTING
<br /> NECESSARY. DUST,SOIL,OR DEBRIS WILL BE PROTECTED USING STORM DRAfN INLET CATCH BASINS AS INDICATED ON THE PLAN.
<br /> PROTECTION(BMP C220 AS INOICATED ON THE PLAN}. TOPSOILING(BMP C125) v
<br /> • PROCESS WATER AND SLURRY RESULTING FROM SAWCUTTING AND SURFACING INSPECT FOR DAMAGE FROM RAINFALL AND SHEET FLOW.REGRADE AS NECESSARY. AS NEW CATCH BASINS ARE INSTALLED,THESE SHALL ALSO BE PROTECTED UNTIL �
<br /> OPERATIONS WILL BE PREVENTED FROM ENTERING THE WATERS OF THE STATE THE DRAINAGE AREA IS STABILIZED.
<br /> BY IMPLEMENTING SAWCUTTING AND SURFACING POL�UTION PREVENTION DUST CONTROL(BMP C140) �•
<br /> SITE GRADING NOTES MEASl7RES(BMP C152). RESPRAY AREA AS NECESSARY TO PREVENT WIND EROSION. SIIT FENCE(BMP C233)INSTALL SILT FENCE IN LOCATIONS 1NDiCATED ON THE PLAN. ,N�
<br /> 1.SLURRY AND CUTTING SHALL BE VACUUMED DURING CUTTING AND tf� T
<br /> 1. ALL GRADING SHALL COMPLY WITH CHAPTER A33 OF THE UNIFORM BUILDING CODE SURFACING OPERATIONS. STORM DRAIN WLET PROTECTION(BMP C220) �L�,� ,W
<br /> (CURRENT EDITION). 2.SLURRY AND CUTTINGS SHALL NOT DRAIN TO ANY NATURAL OR FOR SYSTEMS USING FiLTER FABRIC: INSPECTIONS SHOULO BE MADE ON A REGULAR � F,. �
<br /> CONSTRUCTED DRAINAGE CONVEYANCE. BASIS,ESPECIALLY AFTER LARGE STORM EVENTS.IF THE FILTER BAG BECOMES CLOGGED,
<br /> 2. PUBLIC STREETS ARE TO BE KEPT GLEAR OF DIRT AND DEBRIS DURING EXCAVATION 3.GOLLECTED SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER IT SHOULD BE CLEANED OR REPLACED. 4 � �
<br /> AND FILL OPERATIONS. THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY �
<br /> STANDARDS. SILT FENCE(BMP C233) �J �W Q
<br /> 3. THE SITE SOILS ARE GENERALLY CONSIDERED MOISTURE SENSITIVE AND AS SUCH CONCRETE ANO GROIJT: INSPECT IMMEDIATELY AFTER EACH RAINFALL,AND AT LEAST DAILY DURING PROLONGED Q ;�
<br /> ARE SUSCEPTIBLE TO DISTURBANCE BY CONSTRUCTION EQUIPMENT, PARTICULARLY � PROCESS WATER AND SLURRY RESULTING FROM CONCRETE WORK WILL BE RAINFALL.REPAIR AS NECESSARY. y W �
<br /> DURING PERIODS OF WET WEATHER.THE GRADING CONTRACTOR SHALL TAKE ALL PREVENTED FROM ENTERING THE WATERS OF THE STATE BY IMPLEMENTING SEDIMENT MUST BE REMOVED WHEN IT REACHES APPROXIMATELY ONE THIRD THE HEIGHT
<br /> PRECAUTIONS TO LIMIT SURFACE DISTURBANCE AND PROTECT THE SITE GRADING CONCRETE HANDLING MEASURES(BMP C151). OF THE FENCE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED. y Q �
<br /> AREA FROM EXCESSIVE RUNOFF EROSION. 1. CONCRETE TRUCK CHUTES, PUMPS,AND INTERNALS SHALL BE WASHED
<br /> OUT ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE � L m
<br /> 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND OR ASPHALT. � �
<br /> DELETERIQUS MATTER. 2. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE � �� a
<br /> 2
<br /> RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING.
<br /> 5. AREAS TO RECEIVE FILL SHALL BE PROOFROLLED. ALL LOOSE AND SOFT AREAS 3. HAND TQOLS INCLUDING,BUT NOT LIMITED T0,SCREEDS,SHOVELS, CONTRACTOR RESPONSIBILITY FOR � Q
<br /> SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. RAKES,FLOATS,AND TROWELS SHALL BE WASHED OFF ONLY INTO EROSION/SILTATION CONTROL � �
<br /> FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT.
<br /> 6. ALL FILL MATERIALS USED SHALL BE FREE OF VEGETATION AND DELETERIOUS WHEN NO FORMED AREAS ARE AVAILABLE,WASHWATER AND LEFTOVER IT IS THE INTENT OF THIS TEMPORARY EROSION AND SILTATION CONTROL PLAN THAT STORM
<br /> MATTER AND SHALL NOT CONTAIN ROCKS GREATER THAN SIX INCHES IN PRODUCT SHALL BE CONTAINED IN A LINED CONTAINER.CONTAINED WATER RUNOFF BE CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN
<br /> DIAMETER, CONCRETE SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE WATER QUALITY.ANY AND ALL MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BY THE � t' �I
<br /> GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. CONTRACTOR. �� �t;�� � �%% `��
<br /> 7. STRUCTURAL FILLS SHALL BE PLACED IN EIGHT T010 INCH THICK LOOSE SANITARY WASTEWATER: -�
<br /> HORIZONTAL LIFTS AND SPREAD UNIFORMLY. • PORTABLE SANITATION FACILITIES WILL BE FIRMLY SECURED,REGULARLY 1.REGARDLESS OF SITE,WEATHER,SOIL OR OTHER CONDITIONS,THE CONTRACTOR SHALL BE '' �
<br /> MAINTAINED,AND EMPTlED WHEN NECESSARY. FULLY RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON THE SITE AND
<br /> • SOLID WASTE WILL BE STOREQ W SECURE,CLEARLY MARKED CONTAINERS. �
<br /> 8. AFTER EACH LIFT HAS BEEN SPREAD EVENLY,IT SHALL BE COMPACTED TO A THAT POLLUTED OR SILT-LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER INTO ANY ��26t _� ��
<br /> OTHER:
<br /> MtNIMUM OF 95%OF MAXIMUM DENSITY DETERMINED IN AGCORDANCE WITH ASTM � CREEK,STREAM,WETLAND OR WATER BODY ON OR OFF THE SITE. �f r� ��LY���� ��
<br /> D1557(MODIFIED PROCTOR), • OTHER BMPS WILL BE ADMINISTERED AS NECESSARY TO ADDRESS ANY \''�� Taat �'�`
<br /> ADDITIONAL POLLUTANT SOURCES ON SITE. 2.BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN,THE CONTRACTOR SHALL BE
<br /> 9. THE SURFACE OF ALL SLOPES SHA�L BE COMPACTED.THIS MAY BE RESPONSIBLE FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS,"BEST �c�ZS�,ZD�-7
<br /> ACCOMPLISHED BY OVER-BUILDING THE SLOPES,THEN CUTTING BACK TO FINAL MANAGEMENT PRACTICES°(BMPs),FOR STORM WATER TREATMENT AND CONTROL THAT
<br /> GRADES,OR BY RUNNING THE COMPACTOR OVER THE SLOPE AS EACH FILL LIFT IS MEET THE REQUIREMENTS OF BOTH THE WASHINGTON STATE DEPARTMENT OF ECOLOGY
<br /> BEING PLACED.ALL SLOPES SHALL BE COMPACTED BY THE END OF EACH WORK FIELD MARKINGS AND CITY OF EVERETT. �
<br /> DAY. �
<br /> BEFORE ANY CLEARING OR GRADING OCCURS,CONTRACTOR OR SURVEYOR SHALL 3,THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE
<br /> 10. FIELD DENSITY TESTS(IF REQUIRED)WILL BE MADE BY A QUALIFIED SOILS INSTALL TEMPORARY FIELD MARKINGS AS FOLLOWS: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD(C.E.S.C.L.)AND TO CITY OF EVERETT. IN Z
<br /> ENGINEERING FIRM.DENSITY TESTS SHALL BE TAKEN AT OR JUST BELOW THE THE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE INEFFECTIVE AT W
<br /> SURFACE AT THE FREQUENCY AND LOCATIONS DETERMINED BY THE SOILS CONTROLLING EROSION AND SILTATION,THE CONTRACTOR SHALL IMMEDIATELY REPORT TO �
<br /> ENGINEERING FIRM.WHEN THE TESTS INDICATE THAT THE DENSITY OF ANY LAYER OF 1• MARK CLEARING LIMITS AS SHOWN ON PLAN OR AS DIRECTEO BY OWNER(LIMITS ON AND CONSULT WITH THE C.E.S.C.L.TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUCTION (� Z J
<br /> FILL OR PORTION THEREOF IS BELOW THE SPECIFIED DENSITY,THE PARTICULAR PLAN ARE MAXIMUM ALLOWABLE)WITH CONTINUOUS RUN OF ORANGE SURVEYOR'S ACTIVITIES,WITH THE EXCEPTION OF EROSION AND SILTATION CONTROL MEASURES,SHALL
<br /> TAPE 4-6 FEET ABOVE GROUND.CONTRACTOR MAY SUBSTITUTE CONSTRUCTION OR � W
<br /> SECTION SHALL BE REWORKED UNTIL THE REQUIRED DENSITY HAS BEEN OBTAINED. CEASE UNTIL SUCH TIME AS THE WATER QUALITY IS BROUGHT INTO COMPLIANCE WITH D.O.E.
<br /> SILT FENCING FOR SURVEYOR'S TAPE. a
<br /> ALL TEST RESULTS SHALL BE TRANSMITTED TO THE CITY OF EVERETT BUILDING AND CITY OF EVERETT REQUIREMENTS. � _ � a I'�
<br /> DEPARTMENT, a Z --� W
<br /> 2. CONTRACTOR SHALL REQUEST INSPECTION OF FIELD MARK►NGS BY C.O.E.STAFF PRIOR 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND W = Z Q
<br /> 11. A GRADING PERMIT AND APPROVAL OF THE TEMPORAFiY EROSION AND TO COMMENCING CLEARING OR GRADING. ANTICIPATING STORM ACTIVlTY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN n' � m O
<br /> `� SEDIMENTATION CONTROL PLAN SHALL HAVE BEEN OBTAINED FROM THE CITY OF ANTICIPATION OF THE WEATHER. Q a � �
<br /> o EVERETT FOR ANY ON-SITE GRADING. � � (� (�'�
<br /> N 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPS SHALL BE STORED ON W W W � W
<br /> � 12. ALL CUT AND FILI.SLOPES SHALL BE A MAXIMUM OF 2.:1. SITE AND SHALL BE IMMEDIATELY AVAILABLE FOR USE. SUCH SUPPLIES AND MATERIALS
<br /> � SOIL STOCKPILES SHALL INCLUDE,BUT NOT BE LIMITED T0,STRAW BALES OR OTHER MUL CHIN G MATERIAL,SI LT = � Z � ~
<br /> � FENCING AND STAKES,FILTER FABRIC, ETC. Q ~ O
<br /> �, 13. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED TO TEMPORARY STOCKPILE LOCATIONS MAY BE ADJUSTED BY CONTRACTOR IN FIELD. Z O Q (j) Z
<br /> � PREVENT EROSION.HYDROSEED PREFERRED. TOPSOIL STRIPPING STOCKPILES SHALL BE WINDROWED TEMPORARILY ALONG LOT W � z
<br /> � FRONTAGE FOR SPREADING WHEN LOTS ARE CLEARED.CARE SHOULD BE TAKEN TO AVOID 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS,THE CONTRACTOR SHALL MONITOR
<br /> � 14. NO GRADING SHALL OCCUR WITHIN 2 FEET OF PROPERTY BOUNDARY WITHOUT UNINTENTIONAL DRAINAGE IMPOUNDMENT OR DIVERSION.TOPSOIL STRIPPINGS MAY BE ALL EROSION CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND > T O a'
<br /> � WRITTEN APPROVAL OF ADJACENT OWNER. INCORPORATED INTO EROSION CONTROL DIVERSION BERMS. MAINTENANCE OF EROSION AND SILTATION CONTf�OL MEASURES ABOVE ALL OTHERS. a � V a
<br /> � M � W
<br /> Z STOCKPILES SHALL NOT BE PLACED WITHIN NGPAs,SCREENING BUFFERS,EXISTING � �y � �
<br /> � DRAINAGE OR UTILITY EASEMENTS OR RIGHTS-OF-WAY.STOCKPILE MANAGEMENT SHALL , ��� �������D (f) (J�
<br /> � � SOILS COMPLY WITH T.E.S.C.GENERAL NOTES ON THIS SHEET,INCLUDING STABILIZATION WITHIN ,:=� W
<br /> a m 24 HOURS. CERTIFIED EROSION & SEDIMENT CONTROL LEAD - �, �, � �
<br /> � THE SOILS FOR TH�S SITE ARE VASHON TILL,OR HARDPAN. SEE GEOTECHNICAL REPORT WASHINGTON STATE D.O.E, REQUIRES THAT A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD P C SERVIC ��� --`�� Q
<br /> � � PROVIDED BY GEOTEST SERVICES,INC.AND DATED 12/9/2016 FOR SPECIFICS CONCERNING (CESCL)BE RETAINED TO MONITOR T.E.S.0 COMPLIANCE FOR PARCELS OR DISTURBED AREAS - �_
<br /> � m PROPOSED EARTHWORK AND FOUNDATION PREPARATIONS FOR THIS PROJECT. GREATER THAN 1 ACRE,THIS PARCEL AND DISTURBED AREA IS LESS THAN 1 ACRE,A CESCLE IS �t�Nnce EROSION O
<br /> � m WATER QUALITY STANDARD NQT REQUIRED, PUBLICWORKS
<br /> = N DEPART1NEfdT DRAWN BY: GTR
<br /> � ; STORMWATER RELEASED FROM THIS CONSTRUCTION SITE TO OFF-SITE DRAINAGE �`A�� CHKD BY: MER
<br /> � CLEARING LIMITS CHANNELS SHALL NOT BE PERMITTED TO TRANSPORT SEDIMENT LOADINGS EXCEEDING 5 " P"B'�� WO� °E'"'��T �
<br /> � � ; REQUIltED VRtOR TO STARTING DATE: 2/2/20y 7
<br /> � " CLEARWG LIMITS SHOWN ON PLAN REPRESENT MAXIMUM ALLOWABLE EXTENT OF NTUs ABOVE BACKGROUND LEVELS. ���•=R urr consraucriow aM twis
<br /> � c VfW)ECT. A?PROVAL F0� TNIS 16 208
<br /> � CLEARING ON THE PROPER7Y. OWNER MAY ELECT TO CLEAR LESS AREA WITHIN WSDOT VR07ER I4 CONDI'RO�SAL OER
<br /> � RIGHT-OF-WAY. DRAINAGE FACILITY DESIGN IS BASED ON ASSUMPTION OF MAXIMUM T�u+��c CURSiENT CITY SfAttD14RL5 AND
<br /> �' ° ALLOWED ONSITE CLEARING AND HARDSCAPE. vERcar�roR coNSTrcucnor�i r��s
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<br /> UNDERGROUND UTILfTY NOTE CITYEMGFPIEER BEENISSUED.
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<br /> � m MARKING OF CLEARING LIMITS AND PLACEMENT OF EROSION CONTROL BMPS IN THE FIELD EX. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON SURFACE ,
<br /> 9 � SHALL BE ADJUSTED FOR ACTUAL EXTENT OF CLEARING AS DIRECTED BY OWNER. INDICATORS. NO UNDERGROUND LOCATE SERVICE WAS UTILIZED FOR THEIR LOCATION.
<br /> m � CLEARING LIM�TS SHALL BE CLEARLY MARKED IN FIELD PRIOR TO COMMENCEMENT OF SITE THE USE OF THIS MAP FOR THEIR EXACT LOCATION IS NOT WARRANTED. PRIOR TO
<br /> � � WORK. CONSTRUCTION, USER SHOULD CALL THE UTILITY LOCATE SERVICE AT 1-800-424-5555,TWO
<br /> � o BUSINESS DAYS BEFORE CONSTRUCTION. Know what's below
<br /> � °� � LINE MEASURES 1"AT FULL Call before you dig
<br /> � � SIZE PLOT
<br /> � � I
<br /> - IF SHEET SIZE IS OTHER
<br /> Y
<br /> � � THAN 22"x 34"ADJUST VERTICAL DATUM
<br /> �
<br /> � SCALE ACCORDINGLY NAVD88
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<br /> UNPUBLISHED WORK COPYRIGHT!c 2p�5 BY HARMSEN&ASSOCIATES INC
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