NC0032867_Wasteload Allocation_19761020

/1/cOo3i& ?
FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
Actual Facility
/ / Proposed Facility
TO:
WASTE LOAD ALLOCATION REQUEST
Date of Request
Mike McGhee, Technical Services Date Needed
FROM: Ih, cL t/ R•
estew Fit ll OfF'ice.
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
lal2a/-46
/,11 / ,4
/ /N1) 9'7 VA
Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 )
]
%jMC2iGl4N ��� Tltu� � S"�•vP
County (104 )
C/eve�.lA
Type (400 )
/'Mu %�Id
Equiv. Population Served (202 )
Latitude (115 )
v , 4
3s Ji 5t
Longitude (116 )
�/ Q2a I I o ��
201 Area (263 )
208 Area (264 )
Subbasin(112 )
03-at-o5
Stream Classification (269
C "
)
Receiving Stream (109 )
6cT40.DiXoN SKowa.
Drain. Area(287 )
frgocO•l s4•Y1si.
7/10 Flow(270)
O.Oc.Fs
Ratio Waste 7/10 (303 )
Design Capacity (207 )
7,5DOspa
Design Temperature (NKP)
AS-6
Elevation (NKP)
8CO
Location Discharger (NKP)
.see. ifincia.4 onovo
Principal Product (NKP)
iolw.ts ila. W Mleta—
Scnrrple No.
BOD5(mg/Z)
ecal CaZiform
IOOml 31616
Temperature
° F 11
DO (mg/Z)
300
41
310
I- Mo. Average Concentration 01
0
200
&
6 0
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthl Average Loading 05
- WeekZ Average Loading 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - Fresuenc o Anal sis 09
W - Sss . Ze T ge 10
-
T a si.. -
- (+ . 51 !
NH3-N
(mg Z) 600
pH (units)
400
Ts s (i,."J/ )
S37)
I - Mo. Average Concentration 21
—
6-8.5
3 a
- Wk. Average Concentration 22,
J - Minimum Concentration 23
K - Maximum Concentration 24
M - Monthl Average Loading 25
- WeekZ Average Loads . 26
P - Minimum Loading 27
Q - Maximum Loading 28
T - Freguenc o Anal sis 29
W - S•• ' le T se 30
UOD (NKP) > I10- r,Q�

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION:fiy1er/c4,) 0/L-reccCIG STPI
Areawide (208) Planning Area: ital.,. -11,41_,..rel
Facilities (201) Planning Area: . f
,s-
K1 t.zsg(,3s+,�;�
<< L = f , I I.i (
100
100
100
200
100
90
80
70
80
50
40
30
20
10
,006 '0/0
Design Flu., [mgd]
02 -0 g- °
mow kt S; Gte Tvuc k eiQ
A. RECEIVING STREAM 1 7 /yo Al ,Q /491./CW
Classification: C.
7/10 Flow (cfs) 0,6
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) /B'D
Stream Velocity (fps) o • S
Stream Depth (ft) o. O C/
Elevation @ Discharge Pt. (ft) O e o
Drainage Area (sq. mi.) ,,. /
7/10 Yield (cfsm) O
Design Temperature (0C) 2 s-
Groundwater Runoff (cfs/mi) O , p
Deoxygenation Rate (K1 Base e) /,zy
Reaeration Rate (K2 Base e) S—
Min. Daily Avg. D.O. (mg/1) S,D
Upstream Quality -
BODu (mg/1) Z
D.O. (mg/1) 7, J
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
pH (S.U.)
D. COMMENTS
Oo7.r
30
(o.D
30
/Qo
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
10-zD- )C. JDF
FIRST UPDATE
PAGE
CT$ 0s-7
SECOND UPDATE
THIRD UPDATE
,006 '0/0
Design Flu., [mgd]
02 -0 g- °
mow kt S; Gte Tvuc k eiQ
A. RECEIVING STREAM 1 7 /yo Al ,Q /491./CW
Classification: C.
7/10 Flow (cfs) 0,6
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) /B'D
Stream Velocity (fps) o • S
Stream Depth (ft) o. O C/
Elevation @ Discharge Pt. (ft) O e o
Drainage Area (sq. mi.) ,,. /
7/10 Yield (cfsm) O
Design Temperature (0C) 2 s-
Groundwater Runoff (cfs/mi) O , p
Deoxygenation Rate (K1 Base e) /,zy
Reaeration Rate (K2 Base e) S—
Min. Daily Avg. D.O. (mg/1) S,D
Upstream Quality -
BODu (mg/1) Z
D.O. (mg/1) 7, J
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
pH (S.U.)
D. COMMENTS
Oo7.r
30
(o.D
30
/Qo
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
10-zD- )C. JDF
FIRST UPDATE
PAGE
CT$ 0s-7
SECOND UPDATE
THIRD UPDATE