404 14TH ST BASE FILE 2024-12-09

z� o P PSO PSO PSO PSO PS PSO PSO PSO CONTRACTOR SHALL BAKER TANKS 1 PSO PSO PSO PSO PSO PSO PSO- �E J IN THIS LOCATION FOR DISCHARGE TO SANITARY SEWER. a d Q50 N PSS PSS PSS PSS PS' p PSS PSS PSS PSS PSS PSS P S PSS PSS SS :n EXISTING 150 INTERCEPTOR DIKE AND a SEWER- SWALE PER DOE BMP C200 I SO PSO P PSO PSO PS PSO BYPASS - -- - LOCATE CHECK DAMS PER DOE EXISTING 12"0 ' V __ -- - - - - BMPC207 L a SEWER, SEE - - - N HDPE WATER TEMPORARY SILT FENCE PER EXISTING 12"0 I o C1.02 o0E STANDARD PLAN 214. HDPE WATER �w w� w w w - w wo- VV w w w w w- 7, EXISTING 6"0 EXISTING 6"0 + 8 HOPE WATER HDPE WATER w w w SEWER VAULT � W w w w w w w w w w E INLET SEDIMENT TRAP RIM 14.94 3 Ss SS S SS SS S BYPASS EXISTING SDMH R a I P 3 STORM .05 , RIM IE (N)49.6 EXISTING FUEL MH IE (E) 9.6 EXISTING SDMH RIM 14.01 RIM 15.611 IE (S) 12.3 IE (W) 9.8 IE 10.59 NH CO CID so P'IL ¢ P P P P P s So ` P P EXISTING EXISTING STORM SDCBP P EXISTING 8"0 �% VAULT a RIM 14.98 q HDPE ^ �� P P� p RIM 14.1�8 P/ o IE (N, E) 11.6' INLET SEDIMENT TRAP EXISTING IE (W) 11.5' HDPE IE (S)11.8' c� +18 N o EXISTING SDMH v A o INLET SEDIMENT TRAP -0 -0 -0 RIM 15.82 r ' o IE (N) 10.8' a o IE (S) 10.6' o EXISTING 24"0 CMP STORM OUTFALL a A P P ,^P p P fi P P P P �-P P -�P P P P P P CAI Z P P P rn d P N Pp d P d w Q a X 7, 43 PP P E TR 2-TJ p I� T E P P�/ r w P I PI P J P P PP PP P^ TESC NOTES: PLAN 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND SCALE N FEETLOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY o 0 10 20 OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. z 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING CONSTRUCTION PERIOD, a NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE o DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO W ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. Z 5. THE ESC FACILITIES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC Z FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. w 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. 0 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. AT ALL CATCH Discharge Authorization Permit approval required 8. SHALL BE CLEANED PR OR TIME SHALL MORETHAN TO PAVINGFONEO THE�LEANING OPERATION SHALL SEDIMENT BE ALLOWEDO NOT F USHTSEDIIMENTLADENPWATER INTO CATCHPED BTHENDOWNSTREAM SYSIMAND CONVEYANCE LINES Y before discharge to sewer. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL Z MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. ~ 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. Contact Fred Ra el ea at FRa el ea everettwa. ov 11. APPROXIMATE MEASURE SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMP'S FAIL. p Y p Y g 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO or 425-257-8828 for additional information. 1 13. NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING ACTIVITIES. HANDLE HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING N WATER SEPARATELY FROM STORMWATER. 14. THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE RETAINED ON SITE OR READILY AVAILABLE TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT. 0 15. DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN EFFECTIVE POLLUTION PREVENTION MEASURES TO MINIMIZE THE DISCHARGE OF POLLUTANTS. City of Everett 16. PROTECT ALL LID BMPs FROM SEDIMENTATION THROUGH INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPs ON PORTIONS OF THE SITE THAT DRAIN INTO THE LID BMPs. EVERETT Reviewed for Permit 09/27/2022 N IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. PROJECT ENGINEER: SCALE PORT OF EVERETT DWG. N0. z O END ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY BRUCF J, KIESER D 1.04 PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE ¢�a ///� CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. e �c is DESIGNED BY: DATE: or "� ® ® ®"' 1736 Foonh Avenue S.Suim A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, ''�y OF WNSNi $ C. WIEST MAY 2022 WATERFRONT PLACE CENTRAL CIP NO. 0 2-0-069-01 U N EVERE T Sea e,Yxshnbrton9g134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF MARINA FUEL TANK REPLACEMENT 1� W DRAWN BY: CHECKED BV: P:206.624.13g7 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY N ENGINEERS,INC. Vw paaevginee.. 8/4/22 JBK REV 1 - PERMIT REVISIONS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN o�, RF 32789 E� �`� G. DEAN C. CASTONA PROJECT �Z P.O.BOX 538 0 5/31/22 JBK ISSUED FOR BID NP ANY VMANNER THAT WOULDICONSTITUTESAODETRIMENTE USED Fss ONALPE��\ APPROVED BY NOT TO TEMPORARY EROSION No. MCR-CM-2022-01 �a EVERETT,WA 98206 DIRECTLY OR INDIRECTLY TO END. m (425)259-3164 0 y AND SEDIMENT CONTROL SHEET N0. 10 OF 31 NO. DATE BY REVISION