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LEGEND: <br /> DOWNSTREAM TEMPORARY DIVERSION WALL SF SILT FENCE <br /> LENGTH = 69FT EROSION CONTROL FABRIC <br /> HEIGHT = 3.4FT <br /> 1 INCH=60 FEET(11 X 17) MIN TOP ELEVATION = 4663.5Fi SSA STABILIZED STAGING AREA <br /> 1 INCH=30 FEET(22 X 34) <br /> R6�6h PT PORTABLE TOILET <br /> A6 60 <br /> k6 SM SEEDING AND MULCHING <br /> 0.66 <br /> VTC VEHICLE TRACKING CONTROL <br /> 11110011110MATURE WILLOWS <br /> PROTECT IN PLACE LOO LIMITS OF DISTURBANCE <br /> 4oACCESS ROAD <br /> 4s6s ffirar-112 FBI IfMITS OF DISTURBANCE <br /> CONSTRUCTION FENCE <br /> UPSTREAM TEMPORARY DIVERSION WALL �66° <br /> pW DEWATERING <br /> LENGTH = 42FT TEMPORARY DIVERSION <br /> g665 DW <br /> IT <br /> HEIGHT = 5.2FT a665 � <br /> 66o MIN TOP ELEVATION = 4664.7Fi a6 <br /> 66s MIDSTREAM TEMPORARY DIVERSION WALL � �0 . <br /> ��s LENGTH = 623FT r66 � <br /> HEIGHT = 7.OFi 4s65 <br /> MIN TOP ELEVATION = 4663.OFT a665 1°` <br /> ------ <br /> d <br /> h660 �6ga_ ^ <br /> 0 <br /> OW <a,T CgCHE�q P � a6665 s dad <br /> OUpRE RNER `� �k610 / N <br /> g6�<Oq dal N <br /> g i <br /> d0 N <br /> 4665 •� gg6a / N <br /> A6jo 4660 _ dad E <br /> 1 DW 4665 / > <br /> 4560 1 dad O <br /> EXISTING POUDRE RIVER TRAIL 4665 z <br /> 4670 d0� <br /> g / Z <br /> r / w <br /> W <br /> da 0 <br /> _ dal/ z <br /> ILL <br /> /dog NOTES: <br /> day 1. WATER CONTROL PLAN IS BASED ON AN <br /> Val VG-1 AVERAGE OF FLOWS OVER THE LAST 10 <br /> YEARS, IN THE MONTHS OF OCTOBER - <br /> PARCEL NO. 080536210002 POUDRE PONDS MAY. ELEVATIONS BASED ON DISCHARGE OF <br /> OWNER: CITY OF GREELEY POND A 308CFS WITH ADDITIONAL ONE FOOT OF <br /> FREEBOARD. <br /> DEWATERING AND DIVERSION MAINTENANCE NOTES: <br /> w 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE <br /> PROACTIVE, NOT REACTIVE. INSPECT BMPs, AND PERFORM NECESSARY MAINTENANCE. AS SOON AS POSSIBLE (AND ALWAYS �p,D0 L <br /> WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. O .......... <br /> 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. ��•'`\p <br /> •, sit. <br /> INSPECTIONS AND CORRECTIVE MEASURES SHALL BE DOCUMENTED THOROUGHLY. V �5 �•. O <br /> 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. � <br /> 4. DEWATERING BMPs ARE REQUIRED IN ADDITION TO ALL OTHER PERMIT REQUIREMENTS. '� 43882 z' <br /> 5. TEMPORARY SETTLING BASINS SHALL BE REMOVED WHEN NO LONGER NEEDED FOR DEWATERING OPERATIONS. ANY DISTURBED <br /> AREA SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE <br /> LOCAL JURISDICTION. <br /> 6. DIVERSION CHANNELS ARE TO REMAIN IN PLACE UNTIL WORK IN THE DOWNGRADIENT AREA OR NATURAL CHANNEL IS NOLONGER O• `\•�w <br /> w REQUIRED.7. IF DIVERSION CHANNELS ARE REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR S/QNAl.�\`G\ <br /> OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. <br /> Print Date: Nov 29, 2023 Sheet Revisions POUDRE PONDS BANK STABILIZATION PROJECT Project No./Code <br /> File Name: Water Control Plan.dwg Date: Comments Init. Otak C/ �� <br /> � �;;n„rG <br /> / No Revisions: DEWATERING AND DIVERSION PLAN 20119E <br /> reele Revised: Designer: CR Structure <br /> L y", <br /> Detailer: KM Numbers <br /> Void: Sheet Subset: Subset Sheets: Sheet Number ESC11 <br /> a <br />