NC0031879_Wasteload Allocation_19780103

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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: To iv Of •s "fig /oA/ CoiLPE# ikicr c2 EEK 5 TP F
Areawide (208) Planning Area: Zlar -s
Facilities (201) Planning Area: am -r
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Derljn Flow [mid]
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A. RECEIVING STREAM
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) 2 4-
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (°C)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (K1 Base e) 2.4
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1) S, 0
Upstream Quality -
BODu (mg/1)
D.O. (mg/1) 7.$
C. REQUIRED EFFLUENT LIMITS cwslr„ j proposed
Design Flow (MGD) /, 0 3. 0
BODE; (mg/1) /S /D 11
Ammonia Nitrogen (mg/1) 5- 301 z
Dissolved Oxygen (mg/1) S Jr"
Total Suspended Solids (mg/1) 3 0 3 0
Fecal Coliform (N/100 ml) 1000 ioo0
pH (S.U.) 6-9 6-9
DE PT . o f CoickEcTfoikg
C0/0 /el° rive--
ca .P-E v-tA/6- C* EE (Yowl4s Fokt)
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D. COMMENTS
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9.2 -
s.� mq/l
35- mn/1
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STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
troF
PAGE
6TGjv
SECOND UPDATE
THIRD UPDATE

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MEMORANDUM
TO: Mike McGhee
Technical Services Branch
FROM:
SUBJECT: Effluent Limits for NPDES Permit
DATE:
DATE ALLOCATION NEEDED:
h 2/7&
DISCHARGER: TOc)N -c- ON— Coe1,N CRGE-h. �aAMj'
COUNTY: :Y\ C"-^ 0u�a`7.►�
SUB -BASIN: C, 3-08 —310
RECEIVING STREAM: (20kRr rat t nt C-n ��...,
-'C
4,110 FLOW: (-9 * Q 8
LOCATION OF DISCHARGE:
.!
DESIGN CAPACITY: -�o O YY\ 6;7:t1-
MAXIMUM MONTHLY MEAN EFFLUENT LIMITS:
PARAMETER
UOD
BOD5 .
Tiih-/ut,-N
TSS
FECAL COLIFORM
pH
TEMPERATURE
D.O.
REMARKS:
LIMITS
2Z
1/
.36
20O
-
72,
2, 7 cc
4221