NC0075353_Wasteload Allocation_19781030

Routing on Reverse Side
N�D�1S3J'3 NPDES WASTE LOAD ALLOCATION
Facility Name:
County: Mc D 11
Receiving Stream: K �creek
Design Capacity (MD): &00 Design Temp.:
Permit No.:
Requestor:
Date: T—.2(—%?
Pipe No.: 04 /
Class:
z +
Sub —basin: 03.04 3o Drainage Area: g,7, 7 z,
Other Stream Affected: Class: qRn
Limits (circle one): �Efflusnt r Water Quality Avg. Stream Flow: /Z•S DO Sag Pt. (mi.)
INFORMATION SERVICES
I'lVisolved
•.x��___-____
1 MINE
Prepared by:y 'tV F 10�4/1 g Reviewed by: Date: /52—ro
IS -3/78

LOCATION FORM
Name: CncL
Facility
County : VM C � 6Permit
No.
Prepared by: gaa:A-4-
-V\1 Date:
C
,.$ nnx ;unity Name:
20I Planning Area
`ode:
Raver Sub —basin "ode: C�`� J '�-:,.�-'of:si.: Co`:.:
F2cilit,,' SIC Code:
F'r.Lnary Discharge
Pipe:
Latitude of of
grees :
Longitude of Primary Discharge
Pipe: Degrees: Rinutes :
s�j Seconds: �

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: Roclk7 ?a s S Rest Avm e-
Areawi de (208) Planning Area: A," _ �.�r,,,,,��
Facilities (201) Planning Area:i f- 4 i-
F
A. RECEIVING STREAM Nor4 #)uJdy creek.
Classification:
C
7/10 Flow (cfs)
2,2
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
/41 3
Stream Velocity (fps)
Or /
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
/2 O
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
0k 253
Design Temperature (oC)
Z 3
Groundwater Runoff cfs/mi)
1010
Deoxygenation Rate K1 Base e)
OAT
Reaeration Rate (K2 Base e)
• Z
Min. Daily Avg. D.O. (mg/1)
.O
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
-7.9
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
0.0055
RODS (mg/1)
3 O
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1
-
Total Suspended Solids (mg/1)
3 0-
Fecal Coliform (#/100 ml)
-
pH (S.U.)DO
D. COMMENTS U06"
mnli
mn/
0,0 0.01 0,02- 0.03
Doll" flow Imld]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE �I SECOND UPDATE THIRD UPDATE
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