NCG140539_Site Plans 3_20240328

1 g Area #1 2 3 4 5 6 7 Drainage8
Draina a Area #2
Stormwater lands on
A Stormwater lands on the in A
property
the property in Drainage Area #2
Drainage Area #1
Stormwater flows down-gradient
following natural and man-made
Stormwater flows down-gradient topography at the site
following natural and man-made
'topography at the site
B B
Stormwater drains through a "French drain" Stormwater drains to the east
style entrapment system at the base of a and to the south through a stone-
Stormwater drains to the west large stone lined slope to the water lined swale with stone check dams
and to the south through astone- management detention basin for reuse to the truck washout / process
lined swale with stone check dams water settling basin system
Process water generated from
"Load-n-Go" or similar truck
washing equipment, which drains to
plant loading area drainage system
c c
Process water generated from batching
procedures. Plant loading area drainage
system drains to the water
management detention basin for reuse
Process water generated from truck washing
into concrete truck washout / process water
settling basin system where trucks washout
mixer barrels (etc. ) . Water drains from basin
to basin, ultimately draining to the water
° Stormwater flaws down-gradient management detention basin for reuse °
following natural and man-made
topography at the site to the
water management detention
basin for reuse : ..
Stormwater and Process Water drain to and commingle
in an unlined water management detention basin .
Stormwater drains to and collects in an Water from this basin is reused for truck washing in a
unlined settlingbasin (trap) rior to closed-loop system and wetting aggregate in a closed-
p
discharging off-site through Outfall SDO-1 loop system . Water is added to this basin / system as
E g g g Stormwater flows down-gradient E
needed during dryer months. This basin has the
following natural and man-made potential to overflow and discharge off-site through
topographyat the site to the g g
Outfall PDO-2 during extreme weather events
water management detention
v
basin for reuse
'v v
0
Ln
Q - M -
C v° SWPPP - Water Usage/Flow Line Drawing
� �; sc o� 4
O —
° ° ° Mocksville Concrete Company, LLC
c O ' o
F v 252 Eaton Road, Mocksville, Davie County, NC 27028 F
L v v .�
E
o " ° a)
a �
ai t c Q L DRAWN BY: APPVD BY: TDRAWING DATE: SHEET:
CC 0
0C CW R CW R 23-211 03/12/2024 3 OF 3
� a RV NUMBER:
�>, w O � �
Q U 'i <C
N a) ° v Resource 888- RMA-0230
r s �. E
�� W � � a)
Management info@rmagreen . com
O r6
C
PMA
� Q � o � Associates www. rmagreen .com
V1 2 3 4 5 6 7 8