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Home My WebLink About20191675 Ver 1_ImpactMaps_Final_20191209VICINITY MAP NOT TO SCALE SFD19541 DECEMBER 2019 PROJECT FORGE SEWER EXTENSION ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT CITY OF SANFORD CITY COUNCIL SAMUEL GASKINS CHARLES TAYLOR JAMES WILLIAMS BYRON BUCKELS REBECCA WYHOF SALMON CHAS POST JIMMY HAIRE MAYOR T. CHET MANN ISSUED FOR PERMITNORTHCAROLI N APROF E S S IO N ALE NGI N E E RSCOT T P. HA B E R STROHSEAL 036505 NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 10+0011+0012 + 0 0 13 + 0 0 14 + 0 0 15+0016+0017+0018+00SSSSSSSSSSSSSSSSSSSSSSNORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 24+ 0 0 25+00 26+00 27+00 28+ 0 0 29+ 0 0 30+00 31+00 32+0033+0 0 34+0 0 NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 34+00 35+00 36+0 0 37+0 0 38+0 0 39+00 40+00 41+0 0 42+0 0 43+0 0 44+0 0 OHW NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 43 + 0 0 44 + 0 0 45 + 0 0 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 OHWOHWOHWOHWOHWOHWOHWOHWOHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWNORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 51+00 52+00 53+00 54+00 55+00 56+0 0 57+0 0 58+0 0 59+0060+0061+00NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 60+00 NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL0365050 61+00 62+00 63+00 6 4 + 0 0 6 5 + 0 0 6 6 + 0 0 67 + 0 0 68 + 0 0 69 + 0 0 70+0071+00 69+00 70+0071+0 0 72+0 0 73+00 74+00 75+00 76+0 0 77+00 78 + 0 0 79 + 0 0 80+0081+0082+00NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 78+0079+0080+00 81+00 82+00 83+00 83+37 NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505 NORTHCAROLIN A PROFESSIONA L ENGINEERS C O TT P. HABERSTROHSEAL036505B D H12" NOR T H CAROLI NAPROF E S S IO N ALE NGI N E E RSCOT T P. HA B E R STROHSEAL 036505 NOR T H CAROLI NAPROF E S S IO N ALE NGI N E E RSCOT T P. HA B E R STROHSEAL 036505NOTE:1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON-SITE BEFORE WORK BEGINS.3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL BOTTOM.4. LINE STREAMBANK AND ACCESS RAMP AREA WITH NON-WOVEN FILTER FABRIC.5. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW.6. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL BY INSTALLING SILT FENCE ON ALL FOUR CORNERS ADJACENT TO THE STREAM. SEE SILT FENCE DETAIL.7. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE MUD MAT.8. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORT THE LARGEST VEHICLE CROSSING THE CHANNEL.9. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED, RECOMMENDED AT A 5:1 SLOPE.AABB NOR T H CAROLI NAPROF E S S IO N ALE NGI N E E RSCOT T P. HA B E R STROHSEAL 036505 NOR T H CAROLI NAPROF E S S IO N ALE NGI N E E RSCOT T P. HA B E R STROHSEAL 036505 NOR T H CAROLI NAPROF E S S IO N ALE NGI N E E RSCOT T P. HA B E R STROHSEAL 036505