HomeMy WebLinkAboutNC0020834_Wasteload Allocation_19760203DATE. 21-5-74
DALE ALLOCATION
N,
-3 Effluent 14-Mits for Penrnit Review
CO'UNITY: wdvvo-n
C)3 DZ
RECEMING STREA'M;
LOCATION OF DISCHARGE:
DESTGN "APACITY: a 35 /h (&
Parairieter
UOD
3 0 D', 5
T KN
TSS
Coliform (Fecal)
PH
Temperature
-.�D 2 -
R;�,-:MA R KS :
EFFLUENT LIMITS
CLASS: C,
S L 0 P E
ASSIMILATIVE CAPACITY EVALUATION
rtII�� LEVEL "B" ANALYSIS
SOUkCE OF POLLUTION: WaPr6ofI Dn
Areawide (208) Planning Area: tiol- ��'scyhul�' rrAg' ..0
Facilities (201) Planning Area: W-,q4 - dleNS hPfl ulaYreC^ �Quv� N
300
400
300
200
nd�
Ca
CQ 80
SO
m 40
30
w
20
10
- A. RECEIVING STREAM 4 hi j
Classification: c /
7/10 Flow (Qs): �. d
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
2 910
�i `(�"•Z
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
O d
Il
Design Temperature {°C)
L s�
/
Groundwater Runoff cfs/mi)
�l1 6 b
GReaeration
Deoxygenatiw Rate (K1 Base e)
O1
Z.
17- 1
R (K2 Base e)
(mg/l
S.
Min. Daily Avg. D.O.
O
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)P,3S—
BOD5 (mg/1)
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
3 J
Fecal Coliform (#/100 ml)
O _
pH (S.U.) _.
H
S ozky you K
DO 6114)
NMI
Min
0
i
V h Design Flow (mz d)
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
1-- A -
DATE: — :Z o - 7 S
DATE RECEIVED:
DATE ALLOCATION NEEDED: as soo as 4L_
MEMO TO: Mike. McGee
FROM: i ovrsx-^.►,rSIr *.v
SUBJECT: Effluent limits for Permit Review
DIcU, it IDENTITY: w O Y\,r ov, S� Q
COUNT': Y\r
SUB -BASIN: p'3- 0j_ o u\
RECEIVING STREAM: F ' s\:.,.
7/10 MINIMUM FLOW: 1
LOCATION OF DISCHARGE:
DESIGN CAPACITY: .I % VN%-b
Parameter
UOD
BODSi-
TKN ✓
TSS 1�
Coliform (Fecal)1/
PH
Temperature
D� O.
REMARKS:
EFFLUENT LIMITS
CLASS:
SLOPE: feet/mile
Limits
DATE: 7 %3
DATE RE 'D:
ME, -If 0 T 0
ROM : A ..
SiBJECT: Effluent Limits
DISCHARGE IDENTITY:
I tF 2R�NJ6
03
SUB —BASIN:
LOAD ALLOCATIONS DUE DATE
?ECEIVING STREAM: C5S411
�_J
7110 MINIMUM FLOW: -9.0
LOCATION OF DISCHARGE: GckdeA5' US QJ
DESIGN CAPACITY:
r - -
EFFLUENT LIMITS
BODS
TKN
TSS
Coliform (fecal)
pH
Tempterature
DO of effluent
'MARKS :
"-)
LIMITS
.�� mg / 1
_--mg / 1
O__ mg/l
20c� Log mean/100ml
-5. O mg/l
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