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C <br /> TEMPORARY EROSION AND SEDIMENT t <br /> CONTROL NOTES <br /> N.N (, <br /> 1. APPROVAL OF THIS EROSION AND SEGMENT CONTROL(ESC) PLAN <br /> DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR /' ,°. _r_ <br /> DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS PIPES, %+, <br /> RESTRICTORS,CHANNELS,RETENTION FACILITIES,UTILITIES,ETC.). �% •4@ NN�yy_ ; - s'" <br /> E 6D7 <br /> 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, .l psP fir$a � xIx�TON <br /> MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC / ao <br /> fAGLITES IS THE RESPONSIBILITY OF THE CONTRACTOR/ESC O4` h `I i[tev xox`5"xTf>TI s101 <br /> SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. '9A <br /> 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN i ¢}t*, I <br /> • <br /> • <br /> • R"' 2,n 2 <br /> SHALL BE CLEARLY WIGGED BY ORANGE CONSTRUCTION FENCING(OR mwAOlm / <br /> CHAINLINK FENCING,IF REQUIRED)PRIOR TO CONSTRUCTION.DURING �: fa^�.w erg�cne.LTC <br /> THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE CLEARING • <br /> M LIMITS SHALL BE PERMITTED. THE CLEARING UNITS SHALL BE T ..,�.mn.ae.N <br /> MAINTAINED BY THE CONTRACTOR/ESC SUPERVISO2 FOR THE DURATION F.D.,. M <br /> OF CONSTRUCTION. <br /> 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED • <br /> PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO • <br /> / LT IIE'GTI(IN A.4 h0-f' <br /> AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE """""" .., <br /> WATERS,DRAINAGE SYSTEMS,AND ADJACENT PROPERTIES IS MINIMIZED. Liewortam <br /> A I <br /> 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE ME MINIMUM 4 wR oWrl4v nrA�fi msvxrxr pq,no. MANN 1I` <br /> REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE (ssrKxl o[e <br /> CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE UPGRADED AS x[zs/[cn[sslxMrcAD a° W1W N0.�..i <br /> NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT �� <br /> FOR CHANCING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, Hm'Lino�Wtxun:,Rv.wn TX,'...' • <br /> Y ' N / ID�'i. <br /> RELOCATION OF DITCHES AND SILT FENCES.ETC.). II' ,I.1III■■■■I <br /> G. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ill <br /> ' 1M I■■■.iI <br /> CONTRACTOR/ESC SUPERVISOR AND MAINTAINED TO ENSURE tI■.■.I <br /> CONTINUED PROPER FUNCTIONING WRITTEN RECORDS SHALL BE KEPT I <br /> OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON <br /> SEAASOI(TO NAY 1RT030)SE AND)OF MONTHLY RENEWS WRING THE DRY I I,.■■.I <br /> J. ANY AREAS OF EXPOSED SOILS,INCLUDING ROADWAY EMBANKMENTS, E�a>x"` `���! � � <br /> THAT WILL NOT BE DISTURBED FOR TWO DAYS WRING THE NET <br /> SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE • II II II II w <br /> IMMEDIATELY STABILZEO WITH THE APPROVED ESC METHODS (E.G., <br /> SEEDING.MULCHING,PLASTIC COVERING,ETC.). I� . I I A • <br /> T. ANY AREA NEEDING ESC MEASURES NOT REWIRING IMMEDIATE3. U .Dc.�A U U U <br /> ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN(15)DAYS. RL`IAroT F <br /> 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND CITY OF EVERETT 5-1111 2011 n .'CITY OF EVERETT 5-11-all D <br /> MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT �D I>i CONSTRUCRKNPEN}RANCE <: ►uau TEMPORARY SILT FENCE • <br /> (48)HOURS FOLLOWING A STORM EVENT. DE�T ROC 201 DEF� tt2 a4 i <br /> _XL IN G.LL Ty, <br /> ID. AT NO TIME SHALL MORE THAN ONE (I) FOOT OF SEDIMENT BE <br /> ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN.ALL CATCH BASINS (\CONSTRUCTION ENTRANCE ROCK PAD (\TEMPORARY SILT FENCE <br /> AND CONVEYANCE LINER SHALL BE CLEANED PRIOR TO PAVING.THE NOT TO SCALE 2 <br /> CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO NOT TO SCALE <br /> THE DOWNSTREAM SYSTEM. <br /> 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE J V) <br /> INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR (1) —)0 <br /> THE DURATION OF THE PROJECT. ADDITIONAL MEASURES.SUCH AS <br /> WASH PADS,MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS U O U 0 <br /> ARE KEPT CLEAN FOR THE DURATION OF TIE PROJECT. Q e—L =V = <br /> 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS CY 0 U En U <br /> REQUIRED.IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 ( CZ Li) <br /> N _j == U <br /> 11 PRIOR TO DIE DISTURBED AREAS SHALLNG OF TIE BE REVIEWED TOT IDENTIFY ONES CAN O~ _U- J <br /> BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED =Z I m <br /> AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE =W I <br /> D <br /> WET SEASON.A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND ADAPTER SKIRT 0 E W Z d <br /> THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE <br /> LE) 0 CITY OFKENMORE INSPECTOR. THE CITY INSPECTOR CAN REQUIRE <br /> SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE RETRIEVAL STRAP(4) =Ua <(n <br /> WATERS,ADJACENT PROPERTIES OR DRAINAGE FACILITIES. AB• 6• (9 J U U W <br /> 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL S REWIRED, d Q Ce <br /> FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE =W U of W <br /> RATE(UN ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY ::: ;__.el-' <br /> �! [[ U LU <br /> 120 POUNDS PER ACRE). �� 'l W <br /> CEOTEOIILE _ SHEET TITLE: <br /> FABRIC SYPP NOTES AND <br /> OVERFLOW PORTS(TO <br /> SEDIMENT BYPASS PEAK STORM DETAILS <br /> ACCUMULATION VOLUMES). <br /> `\� <br /> NOTE <br /> FILTERS SHALL BE REMOVED AND CLEANED OR <br /> REPLACED AS NECESSARY AFTER EACH STORM DATE: APR..3.DO2 <br /> EVENT. <br /> CN)A 308 NO.: I2003 <br /> 1. 1 <br /> (\TEMPORARY SEDIMENT CONTROL INLET ONE PAD 3 NOT TO SCALE - _ tF NOT,SCALE ACCORDINGLY <br /> CITY OF EVERETT SHEET:CALL 2 BUSINESS 1 APPROVED FOR CONSTRUCTION CC 1.i 8I DAYS BEFORE YOU <br /> Lei DIG 811 OR <br /> 1-800-4245555 an'MINER DATE SHEET 18 OF 18 <br />