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la <br />REMOVE 12' WIDE <br />SIDEWALK PANELS <br />ADJACENT TO PROPOSED <br />BUILDING <br />I <br />REMOVE EXISTING <br />TREE PIT ! <br />3jr 0 <br />i <br />LOT 2 <br />tj ', 21 <br />PARCEL 006111-517 <br />3006 COLBY <br />E VERETT, WA. ' <br />s�- <br />TEMPORARY EROSION <br />SEDIMENTTNOTES <br />1 APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES <br />NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE <br />DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, <br />CHANNELS, RETENTION FACILITIES, UTILITIES). <br />THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, <br />MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES <br />— IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL <br />CONSTRUCTION IS COMPLETED AND APPROVED AND <br />VEGETATION/LANDSCAPING IS ESTABLISHED. <br />THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL <br />BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING <br />THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED <br />CLEARING LIMITS SMALL BE PERMITTED. THE FLAGGING SHALL BE <br />MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF <br />CONSTRUCTION. <br />THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN <br />CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH <br />A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER <br />DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE <br />APPLICABLE WATER QUALITY STANDARDS. <br />THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM <br />REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE <br />CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS <br />NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT <br />SEDIMENT AND SEDIMENT —LADEN WATER DO NOT LEAVE THE SITE. <br />THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY <br />THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, <br />ESPECIALLY AFTER STORM EVENTS. <br />7 THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND <br />MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS <br />FOLLOWING A MAJOR STORM EVENT. <br />U8 AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO <br />ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND <br />CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING <br />OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE <br />DOWNSTREAM SYSTEM. <br />09 STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE <br />BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF <br />THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE <br />THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE <br />PROJECT. <br />10 THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO <br />REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. <br />11 APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM <br />ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. <br />1 BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR <br />UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH <br />APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH <br />SEPTEMBER 30. <br />CONSTRUCTION NOTES: <br />L <br />X <br />LOT 26 <br />PARCEL# 0064"' 7'1 <br />I IMAC-31NE CHILDR6,41 <br />01 COL BY A <br />E VERE TT, WA. 0 <br />J / <br />O 2 5 <br />BENCHMARK <br />M AG NAIL <br />A T, ': ■ { <br />T <br />C� I-- CONSTRUCTION FENCE <br />I PARCEL# 00645 SCALE <br />IMAGINE CHILDRE <br />c <br />Va� ~ <br />I 19 0 1® 20 <br />f <br />im <br />M <br />ZD <br />V) <br />0 <br />0 <br />CD <br />rrr <br />w�s <br />0 <br />M <br />0 <br />z <br />q) <br />P M <br />C <br />G <br />U <br />TESC1 <br />Job Number: <br />