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TEMPORARY EROSION AND SEDIMENT G
<br /> CONTROL NOTES i
<br /> NNE • it
<br /> I. APPROVAL OF THIS EROSION ANC SEDIMENT CONTROL (ESC) PLAN X S Ne�Ym11101 I
<br /> DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR B 8 ®
<br /> DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, glgMINIC
<br /> RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 3 �' lwiwlM
<br /> 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, $ � ,,c..r"
<br /> •�, � R
<br /> MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC = T •. q�, „
<br /> FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR/ESC o .Z �'+
<br /> SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 'TLii'S '.
<br /> rD __ • /Integrity
<br /> 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN .? ��,_+ r LAUD �' - /Works!
<br /> SHALL BE CLEARLY FLAGGED BY ORANGE CONSTRUCTION FENCING (OR I g OVIPVC IO L"" Consulting Fes•LLC
<br /> CHAINUNK FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING rr,.w curiuu s-nog:.SORE aor
<br /> # fi,.(*AA 0002•4
<br /> THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING ,�_ �q E - •»t•nlx%-mu
<br /> LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE Dom"
<br /> I
<br /> MAINTWNED BY THE CONTRACTOR/ESC SUPERVISOR FOR THE DURATION R"�~' �` �"� In r (206,11.1.10
<br /> OF CONSTRUCTION. i .: " •J 5
<br /> 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED '. 4' prj�+ 8'r
<br /> PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO tis E /EGTIONAA 1�'N `�
<br /> AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE ¢G¢ le w WPM 6Gp N7�WN01
<br /> WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. S bNNOSa A ( 1 :r
<br /> 5. THE ESC FAOLITIES SHOWN ON THIS PLAN ARE THE MINIMUM } 0'To S.WWI, SIs ®°N�.,C
<br /> REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE FULL�7DIN Trncry mom< "� 7esss ,fir
<br /> CONSTRUCTION PERIOD, THESE ESC FACTURES SHALL BE UPGRADED AS o = �TR� Ate"
<br /> NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT
<br /> rNon CII ' tONAL 'V
<br /> W FANW MUST I 1 1yl����I
<br /> FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, PLY=aY AIN WNW SPALLS. 06/13/13
<br /> RELOCATION OF DITCHES AND SILT FENCES, ETC.).
<br /> 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE L
<br /> CONTRACTOR/ESC SUPERVISOR AND MAINTAINED TO ENSUREI :liIl....I CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT eOF WEEKLY REVIEWS OF THE ESC FAOUTES DURING THE WET SEASON E I ' .■.I(OCT. 1 TO APRIL 30) AND OF MONTHLY RENEWS DURING THE DRY , '--�11 Z
<br /> 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENT$, „ "�• ++ - �-"� �='� l
<br /> THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET j
<br /> SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE € II II II II u+
<br /> IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., • • I� II A II II
<br /> SEEDING,MULCHING, PLASTIC COVERING, ETC.). U I'
<br /> B. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE d 0 • u U U
<br /> mi
<br /> ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN(15)DAYStI u ()EVA Q
<br /> 9 THE ESC FACILITIES OIN INACTIVE SITES SHALL BE INSPECTED AND 6 ig:mr EVERETT
<br /> r.,,..,, �, Cin ERFTr 5-11-YDS1 O ..
<br /> MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT 5 CONSTR CIO pE�TITRAFICE �� TEMPORARY SILT FENCE 1. o
<br /> (48)HOURS FOLLOWING A STORM EVENT. F PAMISNI5 iR7G'R 2QlaialtalliP (�2�qDVir• �
<br /> 2
<br /> 10 AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE
<br /> ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. AU.CATCH BASINS ()CONSTRUCTION ENTRANCE ROCK PAD
<br /> TO SCALE
<br /> t L
<br /> f n 1TDEMDPORARY SILT FENCE
<br /> AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
<br /> CLEANING OPERATION SHALL NOT FLUSIi SEDIMENT-LADEN WATER INTO NOT �/
<br /> THE DOWNSTREAM SYSTEM.
<br /> W Ln
<br /> 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE J I'l J
<br /> INSTAI1 FT) AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR 0
<br /> THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS
<br /> r-% O
<br /> WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS o
<br /> ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. _.(:::2 a-
<br /> 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS U O U
<br /> REWIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 to -J U)
<br /> INCHES. LU U
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<br /> 13. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL UT LL CO
<br /> • DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN 0-1
<br /> BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED
<br /> AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE d
<br /> LL
<br /> WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND ADAPTER SKIRT
<br /> i__1
<br /> L_
<br /> THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE
<br /> CITY OF KENMORE INSPECTOR. THE CITY INSPECTOR CAN REQUIRE RETRIEVALSTRAP (4)
<br /> SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE Q U
<br /> WATERS. ADJACENT PROPERTIES,OR DRAINAGE FACILITIES. 36, U LU
<br /> EZ
<br /> 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REWIRED, (17 L.1.1FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE "+ Q = W
<br /> RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY .., U F- LLI
<br /> 120 POUNDS PER ACRE).
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<br /> SHEET TTI'LE:
<br /> GEOTEXTILE `O
<br /> FABRICTESL NOTES AND
<br /> t
<br /> OVERFLOW PORTS(TO DETAILS
<br /> SEDIMENT BYPASS PEAK STORM
<br /> ACCUMULATION VOLUMES).
<br /> `101, 1
<br /> NOTE
<br /> FILTERS SHALL BE REMOVED AND CLEANED OR
<br /> REPLACED AS NECESSARY Ar!LH EACH STORM DATE: JUNE 13,2013
<br /> EVENT.
<br /> CNJA JOB NO.: i2006
<br /> imillinimilmMi
<br /> TEMPORARY SEDIMENT CONTROL INLET ONEINCALEH AT ACCOULL RDINGLY 3
<br /> NOT TQ SCALE IF NOT,SCALE ACCORDINGLY
<br /> CITY OF EVERETT SHEET:
<br /> APPROVED FOR CONSTRUCTION CC
<br /> 8 a CALL 2 BUSINESS 1
<br /> DAYS BEFORE YOU 1. l 1
<br /> ,�,�, DIG 811 OR
<br /> 1-800-424-5555 cm DNiNEER 01,7 SHEET 8 OF 16
<br />
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