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8 7 6 5 1 4 3 2 1 <br />C <br />r <br />X az.7 <br />ArF; <br />17 <br />- /OK <br />'may.. � • _�--- _ _ _ �.�`x ,r- "f � � .--- � — _'--,` �� � r ,''� <br />- i <br />' �,�'' -�,,.. ___.-.•_ / •�,...�*..'. Yam,,,..- '"+__' _ �,.. l �,. "��_ 1 l —%='r- � f, I'' M- ._�-. ..r"... ,.r-,-... 'r _�- .�^'_ �,_ ''.��' '- r_`' <br />� �_ -�'_ !mil _-.- �—' •�''^ � �- <br />/ SUMP r SUMP <br />78 <br />3Ji 6 r) I E S --' I / �` <br />1 �75.53 <br />INV=75.23 - - <br />o tCIO � P P -- -- ---_ -i- - _ - -- 2-4Fig- <br />Ni <br />- �- - PPLL <br />- <br />x <br />- <br />I +1 <br />IP 1 <br />�1 LLJ wI t x / <br />J <br />CL <br />U , /f > �� EROSION AND SEDIMENT NOTES: LEGEND: <br />LIMITS OF DISTURBANC00 E / 0 <br />AREA = 0.45 AC (19,565 SF) ! u, 1.EROSION NTR P M / f + THECONTROL PLANS PROVIDE THE MINIMUM REQUIREMENTS TO MEET LOCAL, STATE AND <br />FEDERAL REGULATIONS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL LIMIT OF DISTURBANCE LOD <br />MEASURES AS NECESSARY TO CONTROL SEDIMENT RUNOFF FROM THE SITE. <br />�, 2. THE CONTRACTOR SHALL HAVE A QUALIFIED INSPECTOR ON -SITE FOR EROSION AND SEDIMENT <br />/ EIXISTIDJG- I i' CONTROL ACTIVITIES. THE QUALIFIED INSPECTOR SHALL MEET ALL OF THE REQUIREMENTS AS <br />WATE R VALVE `�� I - ! ,�` / I P-1 DROP INLET PROTECTION <br />DENSE WOODS � & BOX .° OUTLINED IN PART IV SECTION A AND B OF THE SPDES GENERAL PERMIT FOR CONSTRUCTION ( <br />B / <br />/ <br />0 <br />/ <br />i <br />l <br />/ <br />B CIVIL PERMIT ISSUE <br />REV. REVISION DESCRIPTION <br />8 <br />FX 10'' P` C, Yk!A I'EP '`� ACTIVITIES. <br />_--- ._--- - - -_ ••-. - —_ _--. -- ._____ _____ ___ .. 41" <br />3. THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL ELEMENTS EVERY 14 DAYS OR WITHIN <br />_24 HOURS OF A 0.5 INCH RAINFALL EVENT. THE REPORTS SHALL BE MAINTAINED ON -SITE DURING <br />sa, SOD PLACEMENT SF THE CONSTRUCTION ACTIVITIES. <br />-. SF r � 4. SOIL STOCKPILES ON -SITE SHALL BE PROTECTED BY SITE FENCE PLACED AROUND THE BASE OF <br />j I SOD r� THE STOCKPILE. SF SILT FENCE <br />pI f I DS I xdq A 4. <br />5. THE CONTRACTOR SHALL PROVIDE A LOW SIDE DUMPSTER LINED WITH PLASTIC FOR CONCRETE <br />CLEANOUT. CONCRETE CLEANOUT SHOULD BE MAINTAINED IN A DESIGNATED AREA TO REDUCE THE <br />i ! ! RUNOFF. DC DUST CONTROL <br />IP 1 6. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION <br />u- 1 i v WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS <br />i n FROM THE LAST LAND DISTURBING ACTIVITY. N <br />j <br />--�- -._..., ? i'#`1. / E&S SEQUENCE OF CONSTRUCTION: <br />J R H 02/15/2018 <br />DRN. REV. DATE REV. <br />7 <br />LL.�r/I f +i j 1. INSTALL INLET PROTECTION AND SILT FENCE AS NECESSARY TO PROTECT EXISTING STORM <br />STRUCTURES <br />I -F x — - x - x — T' f 'f i f / / 2. MAINTAIN DUST CONTROL AND STREET SWEEPING TO REDUCE SEDIMENT ON PAVED AREAS <br />_.SOD / / i �,, / /� / <br />3. ALL AREAS NEED TO BE STABILIZED PRIOR TO REMOVAL OF THE EROSION AND SEDIMENT CONTROL <br />SF F -�- / / MEASURES. 0 20 40 <br />LO - - - I j / /j // % / "THE CONTRACTOR SHALL SUBMIT ALTERNATE PLANS TO THE PROJECT MANAGER AND ENGINEER PRIOR <br />I L pSmall /�� TO DEVIATING FROM THE SEQUENCE OF CONSTRUCTION. <br />j FP i 1 ,r. <br />I - - -- _ � <br />LIMITS OF DISTURBANCE _i ...... <br />DISTURBED AREA: 0.45 AC <br />� <br />-'-' ---AREA­0:45AC{19;�,SF) \ — <br />JQ$P1 U Will <br />I PRELIMINARY ,�6; • �\G '; <br />NOT FOR CONSTRUCTION = g 'F <br />-- L-- —� THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, •� ; <br />f I <br />1 J COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMENT . _ <br />ffff 1P I — -- MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH STATE; Q <br />f I —� THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY CHANGES, REVISIONS AND �� �• : (`� ,w <br />MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL. �� •e e• ID <br />••!/•�j•�•� `. <br />laskell enueY <br />HASKELL 11II"IRversideAVVaters <br />Jacksonville, Florida 32202 <br />Phone # (904) 7914500 <br />_ _ <br />NORTH AMLNICA <br />CORPORATE ENGINEERING OFFICE <br />1322 CRESTSIDE DRIVE, SUITE 100 <br />COPPELL, TEXAS 75019C+ <br />WAREHOUSE EXPANSION <br />ZEPHYRHILLS NATURAL SPRING WATER <br />ZEPHYRHILLS, FLORIDA <br />The IInforwouti f1 owtakwed an this doewtent Y the ad* Wvpr yt of NMU <br />and may not to oopled or dNdcMd to others 1mlw auftwi by N%WK <br />REVISION DESCRIPTION <br />DRN. <br />REV. DATE <br />REV. <br />REVISION DESCRIPTION <br />DRN. <br />REV. DATE <br />°� <br />F�tY 3401007 <br />CONTROL <br />CONTROL NO» <br />DATE: <br />DAL. <br />SCALE <br />6 <br />5 4 <br />3 <br />2 <br />EROSION AND SEDIMENT CONTROL PLAN <br />SM SHEET NQ: <br />D C-161 <br />1 <br />REV. NO. <br />u <br />C <br />