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, -� ° BMP NOTES CONTINUED: z
<br /> t 1 7 \ A © SOS CO TROL CO STEL CT 0 OTES , w
<br /> '�- ( I S 58'16'15" E 200.00' E I 0 \ \ ( \ w 1 11111
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<br /> MAINTAIN AMPLE STOCK OF EROSION PREVENTION AND SEDIMENT CONTROL MATERIALS ON V Q
<br /> (� '� :-=` ��{ V/ 1 HIGH VISIBILITY SILT FENCE (BMP C233) THE PROJECT SITE AT ALL TIMES FOR USE DURING EMERGENCY SITUATIONS PER BMP C150 w
<br /> T , i/ - OF THE WaDOE 2014 SWMMWW. U
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<br /> 3 IX / 2 STABILIZED CONSTRUCTION ENTRANCE/EXIT (BMP C105) cn
<br /> REMOVE EXISTING 19. CONCRETE INCLUSIVE OF WATER AND SLURRY GENERATED DURING WORK SHALL BE
<br /> s s PLANTER CURBS WWCOLLECTED AND HANDLED PROPERLY TO ENSURE PREVENTION OF THE CONTAMINATION OF
<br /> { N 3 IX • �„ x 3 MATERIAL DELIVERY AND STORAGE AREA (BMP C153) WATERS OF THE STATE PER BMP C151 OF THE WaDOE 2014 SMMW . z
<br /> i REMOVE EXISTING LIGHT REMOVE EXISTING LIGHT 20. WASH OUT CONCRETE TRUCK CHUTES, PUMPS,AND INTERNAL COMPONENTS AT AN OFF-SITE
<br /> AND CONCRETE BASE REMOVE EXISTING AND CONCRETE BASE 4 CONCRETE WASHOUT FACILITY (BMP C154) PER DETAIL HEREONw z
<br /> Q ASPHALT PAVEMENT j X LOCATION IN ACCORDANCE WITH APPLICABLE COUNTY, STATE, AND FEDERAL REGULATIONS, Z o
<br /> -G-G-G-G-G-G--G G-G-1\/'-G G-°-°-G-G-G-G-G-G-G--'u--G-°-G-G G-G-G-G-G-G-G-G-G-G-G-G-6-G-G-G-G-G °-G-G-G-G-G-°- G-G-G-G-°-G-_____, OR IN DESIGNATED CONCRETE WASHOUT AREAS. DO NOT WASH OUT CONCRETE TRUCKS N
<br /> 0 \\ I 5 TEMPORARY SANITARY FACILITY ONTO THE GROUND, OR INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. Z w
<br /> { a f REMOVE EXISTING w
<br /> f>r /PLANTER CURBS REMOVE EXISTI\ I x 6 CONSTRUCTION DUMPSTER 21. RETURN UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP TO THE ORIGINATING w
<br /> BATCH PLANT FOR RECYCLING. DO NOT DUMP EXCESS CONCRETE ON SITE, EXCEPT IN
<br /> ti f f PLANTER CURBS \\ / Z
<br /> I DESIGNATED CONCRETE WASHOUT AREAS. Z
<br /> 3 /// { 7 WATTLES (BMP C235)
<br /> x � / \ I x 22. WASH OFF HAND TOOLS INCLUDING, BUT NOT LIMITED TO, SCREEDS, SHOVELS, RAKES, a
<br /> { ti / i 8 INLET PROTEXTION (BMP C220) FLOATS, AND TROWELS INTO FORMED AREAS ONLY. w0
<br /> REMOVE EXISTING \ 23. WASH EQUIPMENT DIFFICULT TO MOVE, SUCH AS CONCRETE PAVERS IN AREAS THAT DO NOT Z
<br /> H a x PLANTER CURBS x 9 EXCAVATED INLET PROTECTION PER CITY STANDARD PLAN 208 DIRECTLY DRAIN TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. o
<br /> 00 f \ \ N
<br /> \ 24. DO NOT ALLOW WASHDOWN FROM AREAS, SUCH AS CONCRETE AGGREGATE DRIVEWAYS, TO
<br /> H N ` Chi w XEROSION CONTROL BEST MANAGEMENT PRACTICE (BMP) NOTES: DRAIN DIRECTLY TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. Z o
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<br /> X O w \ - - - 1 \ w 1. ADHERE TO THE PROVISIONS OF THIS PLAN, THE SWPPP PERMIT AND PLAN, AND WaDOE 2014 25. CONTAIN WASHWATER AND LEFTOVER PRODUCT IN A LINED CONTAINER WHEN NO FORMED C-LU
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<br /> y 3 IIIA _z g \\ X a �. SWMMWW. AREAS ARE AVAILABLE. Z 2z Q
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<br /> s s X X a DEMOLISH & >, J¢ 2. STREET CLEANING SHALL BE REQUIRED WHEN SEDIMENT IS TRACKED OFF-STE, CONSISTENT 26. DISPOSE OF WASH WATER AND CONTAINED CONCRETE IN A MANNER THAT DOES NOT _
<br /> H s `) w `���� ( REMOVE EXISTING O WITH STREET CLEANING PRACTICES AS DESCRIBED IN VOLUME II, CHAPTER 3 OF THE WaDOE VIOLATE GROUND WATER OR SURFACE WATER QUALITY STANDARDS. W D. Z 01
<br /> � BUILDINGff-% 2014 SWMMWW. Q
<br /> Q w x ``O a` / L \` Q x 27. EXCESS CONCRETE SHALL ONLY BE DISPOSED OF ONSITE IN A DESIGNATED CONCRETE p 2 of °C
<br /> y 3 COCt 3. STREETS SHALL BE CLEANED AT THE END OF EACH DAY DURING DRY WEATHER AND MORE WASHOUT FACILITY. ti) o
<br /> REMOVE EXISTING 5-7-
<br /> -- G�G-I -°-G FREQUENTLY DURING WET WEATHER. W O W O u
<br /> Z 4-14><1 o-6' IGREASE CLARIFIERS \ x- 28. DISPOSE OF HARDENED CONCRETE ACCORDING TO APPLICABLE SOLD WASTE REGULATIONS. pc 'y 2 ~ Z 0
<br /> W N ,^ . I co 4. STREET WASHING IS ONLY ALLOWED AFTER SEDIMENT IS REMOVED BY SHOVELING OR d o N =
<br /> W _ = o PICK-UP SWEEPING AND TRANSPORTED TO A CONTROLLED DISPOSAL AREA. 29. PLACE A SECURE, NON-COLLAPSING, NON-WATER COLLECTING COVER OVER THE CONCRETE w Q N o
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<br /> CN WASHOUT FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND w w re Q o
<br /> r n y 3 ( � X © �� x 5. STREET WASH WASTEWATER SHALL BE CONTROLLED BY PUMPING IT BACK ON SITE OR OVERFLOW OF PRECIPITATION. = cc a ,59
<br /> V \ OTHERWISE PREVENTING ITS DISCHARGE INTO SYSTEMS TRIBUTARY TO THE WATERS OF THE a V
<br /> � Z : STATE. 30. USE PROPER COLLECTION, HANDLING,AND DISPOSAL OF PROCESS WATER AND SLURRY ® ■
<br /> W0„....,,,„•-.),f 4 0 0 r Y/o , \ X GENERATED DURING CONCRETE SAWCUTTING AND SURFACE WORK, AND EXCESS CONCRETE, Q v
<br /> > X �o�- �o { �' D 6. NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN SEVEN DAYS DURING TO PREVENT MATERIALS FROM CONTAMINATING WATERS OF THE STATE PER WaDOE 2014 = if C
<br /> w �, ` a� �0 1 I__ - n J THE DRY SEASON, MAY 1 THRU SEPTEMBER 30TH, OR TWO DAYS DURING THE WET SEASON, SWMMWW BMP C152. f= '{
<br /> �,3� H 3 �a�� o o 0 0 0 Q ''� I OCTOBER 1ST THRU APRIL 30TH. }5 0
<br /> { 3+'�!]�I���� -�_,. MAINTAIN AND PROTECT UNTIL x 31. VACUUM AND COLLECT ALL SLURRY AND CUTTINGS DURING CUTTING AND SURFACING w < K w Ln
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<br /> 4��:••e•fro Ili ��''• s- -�''- • '' '•'•' , 7. INLET PROTECTION DEVICES SHALL BE CLEANED OR REMOVED AND REPLACED WHEN OPERATIONS, PRIOR TO NIGHTFALL. DO NOT DRAIN TO ANY NATURAL OR CONSTRUCTED --I (' ` z O
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<br /> v �> . • 4 tiro,,•• •� FINAL DRAINAGE DEVICES ARE
<br /> ti o • v' •1 • •�v r,� DEMOLISH & \ SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE OR AS SPECIFIED BY THE
<br /> 9 3 • �: ���� :•��: ��,��'1 •v�i�.1,�a 2 COMPLETED, REMOVE EXISTIN REMOVE EXISTING DRAINAGE CONVEYANCE SYSTEM. _ . w N m
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<br /> • .v w I, • X PRODUCT MANUFACTURER Q
<br /> �6.'• •w. �> ••11:40 •v' 40 •4 w• 44 1, CB AT END OF CONSTRUCTION TRASH ENCLOSURE Q
<br /> > • vI' I�• v: �'�m'�,j�•w•�Ia Y S S-i-3-Y-i-Y-3-Y-S-1-9- 5- ILII 32. COLLECTED SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT zr r v d
<br /> H v''ms'� iv' ' e® ® �� Ov > 8. CONCRETE TRUCKS SHALL ONLY BE WASHED OUT OFF-SITE OR IN DESIGNATED CONCRETE VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. -
<br /> • �IAA*. • >.�
<br /> AVES. ' 0 110■1•w14i r��.'•=� WASHOUT AREAS. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR INTO oC =z • 13:2: oCQrs�•1: s'��r ays-'�'• STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. DO NOT DUMP EXCESS CONCRETE 33. PROCESS WATER THAT IS GENERATED DURING HYDRO-DEMOLITION, SURFACE ROUGHENINGaZti �e0®fie��, g 8 REMOVE EXISTING x ¢(1- IASPHALT PAVEMENT ON SITE, EXCEPT IN DESIGNATED CONCRETE WASHOUT AREAS. CONCRETE SPILLAGE OROR SIMILAR OPERATIONS SHALL NOT DRAIN TO ANY NATURAL OR CONSTRUCTED DRAINAGEoC LLiQO:7-11
<br /> �� CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. CONVEYANCE AND SHALL BE DISPOSED OF INA MANNER THAT DOES NOT VIOLATE Q I © RE OVE EXISTING GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. zs s REM VEIRELOCATE � � � Q
<br /> H ;x © REMOVE EXISTING LIGHT Q � x PLANTER CURBS 9. ADJUST THE HOF STORM WATER IF NECESSARY TO PREVENT VIOLATIONS OF WATER Z
<br /> AND CONRETEBASE '' EXISTING TREES I QUALITY STANDARDS.
<br /> i \ 24. CLEANING WASTE MATERIAL AND DEMOLITION DEBRIS SHALL BE HANDLED AND DISPOSED OF p f � W
<br /> IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF WATER. IF THE AREA IS SWEPT w
<br /> ,, ` 10. OBTAIN WRITTEN APPROVAL FROM HE WASHINGTON STATE DEPARTMENT OF ECOLOGY PRIOR WITH A PICK-UP SWEEPER THE MATERIAL MUST BE HAULED OUT OF THE AREA TO AN V
<br /> IX _ _ v_ _ X _ _ �(_ _X_ x_-fix• ,,. TO USING CHEMICAL TREATMENT OTHER THAN CO2 OR DRY ICE TO ADJUST H. ui' =
<br /> X- X- -X- X- X X X- • •X • . " ' 0---0---0-.-XX4 O'` 0 L�--O-O-�` •
<br /> APPROPRIATE DISPOSAL SITE.
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<br /> { f 1 - 7 200.00' N 58'16'15" W 0 0 REMOVE EXISTING LIGHT 11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 35. CONCRETE WASHOUT FACILITIES SHALL BE MAINTAINED TO PROVIDE ADEQUATE HOLDING °C
<br /> AND CONCRETE BASE w
<br /> DAYS AFTER CONSTRUCTION IS COMPLETED AND THE DEPARTMENT HAS DETERMINED THAT CAPACITY WITH A MINIMUM FREEBOARD OF 12 INCHES. EACH FACILITY MUST BE CLEANED w
<br /> REMOVE EXISTING SIGNS THE SITE IS STABILIZED. BEFORE IT IS MORE THAN 75% FULL. cc
<br /> CITY OF EVERETT STANDARD NOTES BMP T5.13 POST-CONSTRUCTION SOIL QUALITY AND DEPTH ce 12. PLASTIC COVERING BMP C123 SHALL BE USED ON SITE TO COVER DISTURBED AREAS OR o o4wIZN
<br /> ( ) 36. CLEAN THE CONCRETE WASHOUT FACILITY BY VACUUMING THE WASTE MATERIAL AND o�
<br /> 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN SOIL QUALITY: ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED MOUNDED CUT/FILL FOR LESS THAN 30 DAYS. SHEETING SHALL NOT BE USED UP-SLOPE OF RE-LINE THE STRUCTURE WITH NEW PLASTIC AFTER EACH CLEANING. 0
<br /> APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY, OR ENGINEERED AS AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. L
<br /> RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). STRUCTURAL FILL OR SLOPE SHALL DEMONSTRATE THE FOLLOWING AT PROJECT COMPLETION: p 11(3 ,4200,:14
<br /> 13. TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS TO PREVENT UNDERCUTTING. O
<br /> 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN 2 8-toNALO
<br /> REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE 5% 14. WHENEVER PLASTIC IS USED TO PROTECT SLOPES, WATER COLLECTION MEASURES MUST BE
<br /> PLANTING BEDS AND ORGANIC CONTENT IN TURF AREAS, WITH A pH FROM 6.0 - 8.0 ORw
<br /> APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND INSTALLED AT THE BASE OF THE SLOPE. DO NOT MIX CLEAN RUNOFF FROM A PLASTIC nn
<br /> MATCHING THE pH OF THE UNDISTURBED NATIVE SOIL. m ( v
<br /> VEGETATION/LANDSCAPING IS ESTABLISHED. COVERED SLOPE WITH DIRTY RUNOFF. I-0 i
<br /> 2. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE z r °'
<br /> ° 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN ROOTS LIMIT THE DEPTH INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. 15. FOR ADDITIONAL INSTALLATION AND MAINTENANCE STANDARDS OF PLASTIC SHEETING, SEE � N
<br /> BMP 0123: PLASTIC COVERING OF THE WaDOE 2014 SWMMWW. }' cv < co
<br /> THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE Q N
<br /> BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE 3. SUBSOILS BELOW THE TOPSOIL LAYER SHALL BE SACRIFICED AT LEAST FOUR INCHES WITH 2 N J
<br /> ' MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE 16. APPLY DUST CONTROL MEASURES COMPLIANT WITH BMP C140 OF THE WaDOE 2014 SWMMWW p co Q co
<br /> i. FEASABLE TO THE SITE. Z
<br /> 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL Q
<br /> A CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND 17. MAINTAIN AMPLE STOCK OF EROSION PREVENTION AND SEDIMENT CONTROL MATERIALS ON U
<br /> °a 10 MIL PLASTIC THE PROJECT SITE AT ALL TIMES FOR USE DURING EMERGENCY SITUATIONS PER BMP C150 °C w
<br /> SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE Z H w
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<br /> APPLICABLE WATER QUALITY STANDARDS. LINING OF THE WaDOE 2014 SWMMWW. v w
<br /> LATH & FLAGGING, w w w
<br /> 10' MIN TYP ALL SIDES U O 5
<br /> `s 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED Z E w N
<br /> W SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE 0 f ( ) ( ) ( ) w
<br /> UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND \ U \/ U CONCRETE MASONRY BLOCKS cVi)
<br /> I SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. / SANDBAG, TYP MESH FILTER
<br /> FABRIC(TYP) A co z W
<br /> 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE O BASE OF < GRAVEL BACKFILL (TYP)
<br /> N /� BERM : �: • Z
<br /> cq APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORMY- Y-L!Y-!Y=i (� (� (�(� (� �!Y->!Y-s!Y ! 2 O
<br /> EVENTS. o •-�-0_x_1_1-1 1 l 1___l J l 1 l 1� ,isob,•- w Z
<br /> t O D i SANDBAG ' /\ //\// \// // / w0 12
<br /> N 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCEZNA MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 10 MIL PLASTIC LINING _ �\� \ ��\ z i ]-
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<br /> 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A / in \// EXISTING ONSITE CATCH BASIN w , 00
<br /> o TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO Z W �" w C
<br /> 1 PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE Li L_) 0 0 </ BERM w
<br /> DOWNSTREAM SYSTEM. `��`��/
<br /> 0 W "C Q
<br /> INLET PROTECTION Q as
<br /> w 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF PLAN VIEW SECTION NOT TO SCALE u. --I a, w
<br /> CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES O O a I w •
<br /> A. MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF V w cC
<br /> THE PROJECT. t` w
<br /> CONCRETE WASHOUT w 0 p w
<br /> 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT NOT TO SCALED („) Z a0
<br /> L,,-2 TRACKED OFF THE SITE.
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<br /> 3N 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER DURING CONSTRUCTION PERIODS LONGER THAN 1 WORKING WEEK (7 DAYS) DURING MAY 1 THRU .10c‘‘)‘
<br /> � w Li W
<br /> E BODIES IF THE PROPOSED BMPS FAIL. SEPTEMBER 30TH, AND 2 DAYS DURING OTHER PERIODS, WHERE THE SOILS ARE EXPOSED AND �� I- H Cn i-
<br /> N Q UN-WORKED, THE PRESCRIBED METHODS IN THE STORM WATER MANAGEMENT MANUAL FOR w H v FI cii
<br /> Y 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE WESTERN WASHINGTON WILL BE USED TO REDUCE SEDIMENTATION TRANSPORTED OFFSITE: Q w W Z
<br /> m THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND NO MORE THAN 7 DAYS FROM MAY 1 = p
<br /> ° THROUGH SEPTEMBER 30. 1. SHORT TERM TRENCHES LEFT EXPOSED SHALL BE COVERED WITH NETS AND BLANKETS PER z �n a Q
<br /> CO•o BMP C122.
<br /> N N g, 2. PLASTIC COVERINGS PER BMP C123 SHALL BE USED TO COVER DISTURBED AREAS DURING • d SHEET NO.
<br /> 13W SHORT TERM STOPS OF WORK. 20 10 0 20 40 60 w
<br /> °' v 3. FOR LONGER APPLICATIONS, WHICH ARE UNEXPECTED BMP C120 MAY BE USED IN C-400
<br /> \Na CONJUNCTION WITH DMP C130 TO SEED THE SITE. SCALE: 1" = 20' ~
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<br /> CITY OF E\/ERFTT
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