HomeMy WebLinkAboutNC0066397_Wasteload Allocation_19761201FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
/_Vr' Actual Facility
/_/ Proposed Facility Date of Request �� /ni / 76
TO: Mike McGhee, Technical Services Date Needed a S*4
FROM: m,-c %nC I
6449- 010aa F, i /d OArl i-4 -
GTTR.TRC'T: Effluent Limits for NPDES Permit No. (001 )
Pipe No.(003 )
Permit Application Received (802 )
Discharger Name (103 )
eA S AR Fie r''. tu{'AR it Slob I
Draft to Public Notice (805 )
County (104 )
CIG V t,1 A w L
Type (400 )
/t; Mu %% I d
Equiv. Population Served (202 )
Latitude (115 )
Longitude (116 )
208 Area (264 )
Drain. Area(267 )
-) 2 , 0
Subbasin(112 )
vF-o
0 3roy
7/10 Flow(270)
0. o V
Stream Classification (269 )
s
� s C
Ratio Waste 7/10 (303 )
201 Area (263 )
• i.* fo dR
�
Receiving Stream (109 )
er.06ke.L. R� Cute. 4#-
Design Temperature (NKP)
Z 3
Elevation (NKP)
l�o�
Design Capacity (207
/o, 000 C.P40
Location Discharger (NKP)
stt A AN C 44 µA
Principal Product (NKP)
G GUMS-C.
ecaZ CaZiform
100mZ 31616
Temperature
o F 11
DO (mg/Z)
300
Sarrrple No.
41
BODS(mg/Z)
310
I- Mo. Average Concentration 01
v
zoo
8 e S
_
- Wk. Average Concentration 02
J - Minimwn Concentration 03
K - Maxim= Concentration 04
M - MonthZy Average Loading 05
- WeekZy Average Loading 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - Frequency of AnaZ sis 09
W -S Ze Zype 10p��
Residue
ZJ 500
NH3-N
(m Z) 600
pH (units)
400
I - Mo. Average Concentration 21
3e
—
b-cl
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - Monthly Average Loading 25
- Weekly Average Loading 26
P - Minim= Loading 27
Q - Maximwn Loading 28
T - Frequency o AnaZ sis 29
W -S le Y�ype 30
UOD (NKP) // a 11's
C� !
ASSIMILATIVE CAPACITY EVALUATION
LEVEL
A"B"pANALYSIS
SOURCE OF POLLUTION: &Zp't. S
Areawide (208) Planning Area: �tlo-rt- Itlts1 r. ;Let
Facilities (201) Planning Area: ds�
5
4
3
Y
w
J
DO
30
DO
-
--
DO —
v
00
so
—
70
-
—
50
--
..----
—
---
--....- - -
40
—
30
20
10
-
—
— —
A. RECEIVING STREAM /
Classification:
G
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi )
Stream Velocity (fps)
O .S
Stream Depth (ft)
a. 0
Elevation @ Discharge Pt. (ft)
1000
Drainage Area (sq. mi.)
�- 2 . O
7/10 Yield (cfsm)
O. O2-
Design Temperature (OC)
A S
Groundwater Runoff (cfs/mi)
o. o /
Deoxygenation Rate (Kl Base e)
Z g
Reaeration Rate (K2 Base e)
1 L
Min. Daily Avg. D.O. (mg/1)
,S• D
Upstream Quality -
BODu (mg/1)
y
D.O. (mg/l)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
0.0
BOD5 (mg/1)
3 o
Ammonia Nitrogen (mg/1)
-
Dissolved Oxygen (mg/1)
-
Total Suspended Solids (mg/1)
so
Fecal Coliform (#/100 ml)
2.o D
pH (S.U.)
b
D. COMMENTS
(JOb
ZL
D/ .0a- 003
Design Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
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