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HomeMy WebLinkAboutFigure 39_Surface Water Management_SHEET 3 A B C D E F G H I J HAUL ROAD WIDTH 80 FT. TYP. SAFETY SAFETY BERM 2% BERM TYP.� 3 HAUL ROAD H51 } CENTERLINE EL. 917 FT. N HAUL ROAD FILL MULTI-PLATE ARCH CULVERT SEE DETAIL C3.03 EXISTING SOUTH CREEK CHANNEL M CULVERT INLET ON NATURAL STREAM BOTTOM EXISTING SOUTH EXISTING CHANNEL INVERT 0 EL. 867 FT. RESTORED ORIGINAL CHANNEL BED a v�o�Lvr>� � '; � �� ,r��' � � - � CREEK CHANNEL CULVERT LENGTH 461 FT. \ CULVERT OUTLET ON EXISTING CHANNEL INVERT EL. 857 FT. HAUL ROAD SURFACE MULTI-PLATE ARCH CULVERT AT HAUL ('A_" ROAD H51 CROSSING SOUTH CREEK / C3,Q3 SCALE: 1"=20' HAUL ROAD FILL LO MULTI-PLATE ARCH CULVE STEEL POSTS STONE PAD SELECT FILL PER DESIGN FLOW DEPTH 100-YR,24-HR BELOW SKIMMER STORM EVENT-4.2 ft RISE 10.76 ft SKIMMER EMBANKMENT 0' 24FHR STORM EVENT ��\/��'/ ORIGINAL GROUND PLASTIC SLOPE � ORIGINAL GROUND J FOOTER DRAIN PIPE remove RISER Ni STRUCTURE 0 0 0 0 0 0 o PERMANENT DITCH RESTORED ORIGINAL LU CHANNEL BED Ww> 1 = SPAN 27.3 ft ft U) wROAD o WIDTH N O co MULTI-PLATE ARCH CULVERT c c STONE ENERGY o C3.03 C3.03 DISSIPATOR M rB AT SOUTH CREEK CROSSING DETAIL APPROACH CORRUGATED STEEL DISCHARGE BELOW SKIMMER STONE PAD � C3.03 SCALE: 1"=5' CHANNEL PIPE(CSP)CULVERT CHANNEL 0 ry COIR FIBRE BAFFLES ROPE EMERGENCY o SPILLWAY .N a� WOOD STAKE OR METAL POST INLET PROTECTION m SEE DETAIL C3.01 OUTLET PROTECTION SEE DETAIL C3.01 PLAN VIEW o_ PLAN VIEW N 00 a) 0 TOP OF EMBANKMENT U 0 0 TRASH BACK 1 SKIMMER Z iii-- =l I=1T=I I=I I— o RISER - f EMERGENCY SPILLWAY o ROAD STRUCTURE Q =I 1 I—I I I—I —I I I—I I I—I I I—III=III=Tf=I WIDTH m- 2 5 —I I=III—III—III—I I I=III=I I I=I I I=III=I I I=I I I — 2.5 I I—III—III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I—III—I w t III—III—I11=III=III=III=III=III=III=11 I=III=1 I=I I I=1I1=I I=I I I— 1 BARREL PIPE w - - I=1 I-1 I-1 I-1 I-1 I-1 11=1 11=1 1=1 1=1 11=1 11-1 I, I I� I II i II I II II — Y =111=—=—IJI 1=1 1=1 11=1 11=1 1=1 1=1 11=1 11=1 1=1 1=1 I - - I I_I SAFETY If 4'— � _ — — — — — — — — — — STABILIZED OUTLET co BERM / ROAD FILL E APPROACH ti CHANNEL CORRUGATED STEEL - /a - N ���� PIPE(CSP)CULVERT GRADE— DISCHARGE ����� ����������������� �����FMF����������������1 ��� No Z /% CHANNEL C � CLASS B STONE PAD ANTI-SEEP COLLAR DIAMETER (4'X 4'X 1'MIN.) o (SEE TABLE) INLET PROTECTION D ANTIPLOTATION BLOCK CUT-OFF TRENCH a, SEE DETAIL C3.01 OUTLET PROTECTION 2'DEEP SEE DETAIL C3.01 0 SECTION C-C SECTION VIEW a `o O LD co C TYPICAL CULVERT DETAIL D TYPICAL SEDIMENT BASIN PLAN AND SECTION a C3.03 NOT TO SCALE C3,03 NOT TO SCALE (0 LO 0 0 0 A PREPARED FOR CLIENT REVIEW DPH DPH 12/15/2023 ISSUED FOR: Z) B PREPARED FOR CLIENT REVIEW DPH DPH 3/21/2024 PERMIT srkconsulting ., ALBEMARLE DRAWING TITLE: � SURFACE WATER CHANNEL PLANS 0 U IF THE ABOVE BAR DRAFT SURFACE WATER CHANNEL ry DOES NOT MEASURE 1 INCH, DESIGN: DRAWN: REVIEWED: THE DRAWING SCALE IS ALTERED MEH DLB JLH KINGS MOUNTAIN MINING DETAIL SHEET (3 OF 4) CHECKED: DPH APPROVED: DPH DATE: 3/21/2024 u, DRAWING NO. DRAWING TITLE NO. DESCRIPTION CHK'D APP'D DATE DRAWING NO. C3.03 SHEET REVISION NO. 0 P REFERENCE DRAWINGS REVISIONS PROFESSIONAL ENGINEERS STAMP FILE NAME: USPR000576-C3.01-C3.02 DETAIL SHEETS REVOOB2_EL.dwg SRK JOB NO.: USPR000576 FIGURE 39 32 Of 33 B U Figure 39 Surface Water Management - Detail Sheet (3 of 4)