NC0032191_Wasteload Allocation_19770511

/ /
TO:
FROM:
WASTE LOAD ALLOCATION REQUEST
Actual Facility
Proposed Facility
Mike McGhee, Technical Services
KA, . 4. ue tr
cW essitrN Fed v )6 e
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
Date of Request /6/ j. / Wit
Date Needed
/ /
Spr i ? 7
Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 )
) ColoWjGl
g ros.N�
County�(104 )
/
U9'Q
Type (400 )
/_% Mu rid
Equiv. Population Served (202 )
3Y
Latitude (115 ) 4Longitude
3l0`',o'oo''
(116 )
T1°gv'3o.,
201 Area (263 ) ,208
Area (264 )
Subbasin(112 )
OV - oa-oI
Stream Classification (269
e - Ti-o li 71
Receiving Stream (109 )
wo..//�Aty Q kiipe,
Drain. Area(267)
a3 q M,
7/10 Flow(270)
7, 7
Ratio Waste 7/10 (303 )
Design Capacity (207 )
D, aos,'4 b
Design Temperature (NKP)
a0
Elevation (NKP)
a946 )tli
Location Discharger (NKP)
$Lulls M //, N. C . SOLA 04 Soo,,,-t.
Principal Product (NKP)
/44-o&ol,'c. 46i/.'?a4S;o,t,
Sample No.
BOD5(mg/l)
310
Fecal Caliform
/100m1 31616
Temperature
° F 11
DO (mg/1)
300
41
I - Mo. Average Concentration 01
,3D
-
&$/ o
-
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthly Average Loading 05
- Weekly Average Loading 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - Frequency of Analysis 09
W - Sample Type 10
Total NFLT
(mg/1) 530
NH3-N
(mq]l) 600
phi (units)
400
I - Mo. Average Concentration 21
1 D
-
b. ?
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - Monthly Average Loading 25
- Weekly Average Loading 26
P - Minimum Loading 27
Q - Maximum Loading 28
T - Frequency of Analysis 29
W - Sample Type 30.
UOD (NKP) Irk ti.�'G

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: 1T� Cr"
Areawide (208) Planning Area: 'Ytonv _
Facilities (201) Planning Area: .fit dp
(n,(1 ),el / S'o
1.3
Cash. zf
, 1 7
oe e. = 2 12 0'-
2►�
`to
i
I
5
4
3
2
)0
)0
)0
)0
00
90
60
70
60
50
40
30
20
in
0
Design Flow
[mgd]
A. RECEIVING STREAM
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (0C)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
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
Gt%
c -T12
-7 , 7
¢D
I,1I
2. 2.0
.zS
0.308
zo
/.3
0.50
0.06
D6
L 6
z
83
J,DOS�
za
6 -9
DO at y, Z mq/1
I D mq/1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
JDF
PAGE
WAt D 1
SECOND UPDATE
THIRD UPDATE