NC0021156_wasteload allocation_19780307

` FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION BEQUEST i„�,`/i
/r/ Actual Facility � � �B
Proposed Facility Date of Request / / 3 .7'_
TO: Mike McGhee, Technical Services Date Needed
FROM: �21 OVerecy SY F0
SUBJECT: Effluent .Limits for NPDES .Permit No. (001 ) Pipe No. (003 )
Permit Application Received (802 ) Draft to Public Notice (805 )
Discharger Name (103 .) County (104 ) Type (401-0�)
7 Mu /�Id
Equiv. Population Served (202 ) Latitude (115 ) Longitude (116 )
201 Area (263 ) 208 Area (264 ) Subbasin(112 y Stream Classification (269 )
83-09-3
Receiving Stream (109 ) Dr4in. Area(267) 7/10 Flow(270) Ratio Waste 7/10 (303 )
Zo07 �S
Design Capacity (207 /) Design Temperature (NKP) Elevation (NKP)
4,1) v 2-7 400
Location Discharger (NKP) Principal Product (NKP)
Sample No. BOD5(mg/Z) FecaZ CaZiform Temperature DO (mg/Z)
310 100mZ 31616 a F 11 300
41 _
I - Mo. Aver e Concentration 01 p l 0 0 6 /, a
- Wk. Average Concentration 02
J - Minimwn Concentration 03
K - Maxim= Concentration 04
M - Monthly Avera e Loadi 05
- Weekty Average Loading 06
P - Minim= Loading 07
Q - Maximum Loading 08
T - Frequency of AnaZ sis 09
W - S Ze e 10
-T6ta-Z NFL.r NH3-N pY (units)
( /Z) 530 (m Z) 600 400
I - Mo. Avera e Concentration 21 3 D. b -
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - MonthZy Average Loading 25
- Weekly Aver e Loading 26
P - Minimwn Loading 27
Q - Maximum Loading 28
T - Frequency of AnaZ sis 29
W - Sample Type 30
UOD (NKP) '� 6 / 7A

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS SOURCE OF POLLUTION: jpp/� o f yYIDw�' Att y #er,-,17j�v ST/q
Areawide (208) Planning Area: fin. -Ad;f�
Facilities (201) Planning Area: � �,l, ..�;
A. RECEIVING STREAM C47k1,g# 0Z((JF2-
Classification: A —17
7/10 Flow (cfs) 17s,
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) I•D
Stream Velocity (fps) p KG 2/
Stream Depth (ft) 12 -0
Elevation @ Discharge Pt. (ft 4 0 0
` Z Drainage Area (sq. mi.) _ pa 4
LtV 7/10 Yield (cfsm) p, 0417
I Design Temperature (OC) z- ^
I Groundwater Runoff cfs/mi) 0.0
Deoxygenation Rate (Kl Base e) 0.2 Q
►) Reaeration Rate (K2 Base e) 0.3 0,*
Min. Daily Avg. D.O. (mg/1) _ S-, 0
f Upstream Quality -
BODu (mg/1) Z.
D.O. (mg/1) 7.3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) 40
BOD5 (mg/1)
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
Fecal Coliform R/100 ml) loop
PH (S.U.)
O
D. COMMENTS UD8at m��L
MI/i
500
400
300
200 93
u 80 f `
Q 30 h
40 ,.jJ[C)
v 30
S •
20
Coo
r �s
Design Flow [mad]
c_ 9
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES lLc7 .
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
"�"�$ 401; C.-r833