NC0021644_wasteload allocation_19760205

LOCATION OF DISCHARGE:
DATE: F.e(,
DATE RECEIVED:.
/ 7 C
DATE. ALLOCATION •.NEFDED!
MEMO TO: Alan Klimek •
FROM:
SUBJECT:
DISCHARGE
Effluent 1iits for Permit Review
IDENTITY:
La.
COUNTY:
SUB -BASIN: /V cer...¢
RECEIVING STREAM:
7/10 MINIMUM FLOW: °Pailifec_7.3-- i4A)
IyA /GA
F-e (7; i7f
CLASS: c -
SLOPE: 7 feet/mile
DESIGN CAPACITY:
REMARKS:
G 64 c,,p A , UP
Parameter
UOD
BODs
Nair d
TSS •
Coliform (Fecal)
pH
Temperature
Do*,
01 c k Cr do. —t
Fo--
EFFLUENT LIMITS
, .5-
fw,a, 9 Limits
IL
A g
7 -"W
30 -7 AL.-
6-9

(ID
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: iVwnl Df L9 C12fi1Cr€1 Mu,v14.1 L
Areawide (208) Planning Area: Airy, ir.;01- ,
Facilities (201) Planning Area: L a G.
K.faSgC.1St 133 ,I�1
e'I%
d ' ,33
.47'5v`a_. l m
Dos = ?-sb
ass... 0,S
500
400
300.
200
od Ifi
E —
CZ ▪ 60
50
401�
• 30
20
DES
10 .2 .4 ,b •
1.0 1.2
Design Flow (rngd)
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
urrfl
A. RECEIVING STREAM 1110504y C44:7EK
Classification: "C - Sw P u
7/10 Flow (Qs): 0,2.
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) 7
Stream Velocity (fps) m, S
Stream Depth (ft) .33
Elevation @ Discharge Pt. (ft) 84
Drainage Area (sq. mi.) 3.
7/10 Yield (cfsm) •(:b
Design Temperature (°C) 25
Groundwater Runoff cfs/mi) 44e,
Deoxygenatiee Rate (K1 Basee) .78
Reaeration Rate (K2 Base e)
Min. Daily Avg. 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
3 of
30
lob
DRIGX L j FIRST UPDATE
4DF! J
PAGE
NE-u 03--per 0
SECOND UPDATE
THIRD UPDATE