NC0024881_Meeting Notes_19920130

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CITY OF REIDSVILLE - Allowable Waste Concentrations
SUMMER
Residual Chlorine
x Ammonia as NH3
7010 (CFS)
6.5 7Q1 0 (C FS)
6.5
DESIGN FLOW (MGD)
. DESIGN FLOW (MGD)
7.5
DESIGN FLOW (CFS)
M
11.625kk: -DESIGN FLOW (CFS)
11-625
STREAM STD (UG/L)
::
17.0STREAM STD M G/L
-()
1.0
UPS BACKGROUND LEVEL (UG/L)
XUPS BACKGROUND LEVEL (MG/L)
Q.22
IWC
64.1379 IWC
QA 1379 -
Allowable Concentration (ug/1)
26.505 Allowable Concentration (mg/1)
1.436129
- - - ------ ------ -- -- :1M. -A 'WINTER
.-.Ammonia as NH3
*M
---- - 7 10 (C FS)
27
DESIGN FLOW (MGD)
7.5
MESIGN FLOW (CFS)
11.625
STREAM STD (MG/L)
1.8
S UPS BACKGROUND LEVEL (MG/L)
0.22
IWC N
30.09709
�,,,:11*11-'Allowable Concentration (mg/1)
5.469677
PROPOSED DISCHARGE TO HAW RIVER DAG 01/27/92

CITY OF REIDSVILLE - Allowable Waste Concentrations
v
r' SUMMER
Residual Chlorine
Ammonia as NH3
}r
7010 CFS
6.5fi' 7Q10 CFS
6.5
DESIGN FLOW MGD
5: DESIGN FLOW MGD
5
DESIGN FLOW CFS
7.75' DESIGN FLOW CFS
7.75
STREAM STD UG/L
17.0 ° STREAM STD MG/L
1.0
UPS BACKGROUND LEVEL UG/L
0 :....UPS BACKGROUND LEVEL MG/L
0.22
IWC %
54.385965' � • IWC %
54.38596
Allowable Concentration u /I
31.258065 Allowable Concentration m /I
1.654194
}{� WINTER
}j }jj•.hJ
Ammonia as NH3
Ati{:
27
JY JA{•:•.
i-ol 7010 C FS
Y9- DESIGN FLOW MGD
{ J.}''
5
7.75
g. g' DESIGN FLOW CFS
STREAM STD MG/L
1.8
:{$•{, UPS BACKGROUND LEVEL MG/L
0.22
}'} I W C °/
22.30216
1'`'f1 {' Allowable Concentration m /I
7.304516
PROPOSED DISCHARGE TO HAW RIVER DAG 01 /27/92

INSTREAM DATA
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