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)