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- U) 00 o- N 00 0 N cz 75 0 C Is r U r` 0 0 o IT N E M C 0 LL 8 7 6 5 4 3 2 1 _ r— r r s X 814 I r .0100, _ D DOD L ' "IYam` —_ `_ 1.1� - .. - —'I► COT ov�-X 82.1--`---~ - — - ©D Oil SF F1 wo� :w-�- -- y00"i --� 'i 000 SF f III ` / �. s _ -- 0D �► 'i \-ODD coo Vol 7.4 'S X _.... �.s a✓'I `.� �- -• `UV "` �_ f _ ..,.. _ I I �-- �x .---—��_--- ._---- _----- L nth _ _ x -- �►�� --iiiis/�� SUMP00 SUMP INV-75.23 75.53SF C' �, ` — — --- =- �F— —SF� F — — — — --�� — — _ — — — —_— — = — — _ — P P - - �� - --- -- -- C R 0 At SF Cf) 82.3 - — --- --_- - - - - - - - - �p-_-_-__----- - - - - - ------------------ can / (Sl --`-= - - 0 LL LL f11 { in cf' % z1Q/ P-1 I / I{ x / �I NLL / Q3 I I Q QLL / 00 I II LIMITS OF DISTURBANCE x "J EROSION AND SEDIMENT NOTES: LEGEND: Lf) AREA = 0.56 AC (24.326 Vj % IP-1 1. THE EROSION CONTROL PLANS PROVIDE THE MINIMUM REQUIREMENTS TO MEET LOCAL, STATE AND Ll FEDERAL REGULATIONS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO CONTROL SEDIMENT RUNOFF FROM THE SITE. LOD LIMIT OF DISTURBANCE 2. THE CONTRACTOR SHALL HAVE A QUALIFIED INSPECTOR ON -SITE FOR EROSION AND SEDIMENT CONTROL ACTIVITIES. THE QUALIFIED INSPECTOR SHALL MEET ALL OF THE REQUIREMENTS AS EXIS OUTLINED IN PART IV SECTION A AND B OF THE SPDES GENERAL PERMIT FOR CONSTRUCTION I P-� DROP INLET PROTECTION WATER VALVE . r IHP\ / , ACTIVITIES. & BOX 82.4 I � I It 1 i i 1 I � 1 {I SF i LL SOD I82.7 o I I SF Ij F SF L D i A I I , I I SOD f P -� II I I I ( \ G RCPI #3 JRH 04/30/2018 E RCPI#2 JRH 03/30/2018 D RCPI JRH 03/16/2018 H B CIVIL PERMIT ISSUE JRH 02/15/2018 5 REV. REVISION DESCRIPTION DRN. REV. DATE REV. 8 7 i i i i i ■ F— I I ADDENDUM #2 FO #5 REVISION DESCRIPTION 3. THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL ELEMENTS EVERY 14 DAYS OR WITHIN 24 HOURS OF A 0.5 INCH RAINFALL EVENT, THE REPORTS SHALL BE MAINTAINED ON -SITE DURING THE CONSTRUCTION ACTIVITIES, 4. SOIL STOCKPILES ON -SITE SHALL BE PROTECTED BY SITE FENCE PLACED AROUND THE BASE OF THE STOCKPILE, 5, THE CONTRACTOR SHALL PROVIDE A LOW SIDE DUMPSTER LINED WITH PLASTIC FOR CONCRETE CLEANOUT, CONCRETE CLEANOUT SHOULD BE MAINTAINED IN A DESIGNATED AREA TO REDUCE THE RUNOFF. 6, ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. E&S SEQUENCE OF CONSTRUCTION: 1. INSTALL INLET PROTECTION AND SILT FENCE AS NECESSARY TO PROTECT EXISTING STORM STRUCTURES 2. MAINTAIN DUST CONTROL AND STREET SWEEPING TO REDUCE SEDIMENT ON PAVED AREAS 3. ALL AREAS NEED TO BE STABILIZED PRIOR TO REMOVAL OF THE EROSION AND SEDIMENT CONTROL MEASURES. *THE CONTRACTOR SHALL SUBMIT ALTERNATE PLANS TO THE PROJECT MANAGER AND ENGINEER PRIOR TO DEVIATING FROM THE SEQUENCE OF CONSTRUCTION. DISTURBED AREA: 0.56 AC 40�I�ASKELL The Haskell Company KJC 05/16/2018 III Riverside Avenue Jacksonville, Florida 32202 Phone # (904)791-4500 KJC 05/01 /2018 DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE °� DE "M 3401007 6 5 4 NOETH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 O SOD PLACEMENT SF SILT FENCE SF DC DUST CONTROL PRELIMINARY NOT FOR CONSTRUCTION THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMENT MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL WAREHOUSE EXPANSION ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA Tlhs Infa wm ion 0ontak W an this documil t Is the sal of NiM,U and may not In copal or disolossd to odds unbw au=by N%Kk DATE 1x1IJ VWC si 2 0 20 40 A Y, mot` � �•�,�+L%E�S JJA �'�.. �4�� No ' r � : A r e � STATE OF ` 2' .0 EROSION AND SEDIMENT CONTROL PLAN SIM %UT Ill D C-161 1