NC0029297_Wasteload Allocation_19760921

DATE: (9-5-00
DATE ALLOCATION NEEDED:
MEMORANDUM
TO: Mike McGhee
Technical Services Branch
FROM: 1-.0.�t` Coble SP F O
SUBJECT: Effluent Limits for NPDES Permit
DISCHARGER: ec\ V- o CT •
COUNTY: C Arm PrLAA
SUB -BASIN: o.T-of , 33'
RECEIVING STREAM: u0-
7Q10 FLOW:
-b po I Lee
LOCATION OF DISCHARGE:
S e_e q c_\ e vv\a�
DESIGN CAPACITY:
to Doe c-pp
MAXIMUM MONTHLY MEAN EFFLUENT LIMITS:
JDF
PARAMETER LIMITS q/z/ild
UOD //b /L
BOD5
N01-^/ 3r? /Q.
TSS 3a ��
FECAL COL I FORM 0 — �C___
pH 6- �.
TEMPERATURE 9€ Vas` F
D.O. `, e
REMARKS:
"7//0 = O. 6
p, Q Zr--- Z
0714

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: MED 7 Fo'2-I fh 4N s cf/0 01-
Areawide (208) Planning Area: rytrrx -
Facilities (201) Planning Area: /if
500
400
300
200
M
14
72,
A. RECEIVING STREAM uT POTT f C- IG
Classification: "C,
7/10 Flow (Qs): o.o
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) .ao 0
Stream Velocity (fps) o . o(e st)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft) llL D
Drainage Area (sq. mi.) N /. D
7/10 Yield (cfsm) o
Design Temperature °C) .2.s
Groundwater Runoff (cfs/mi) o \
_
Deoxygenati� Rate (Ki Base e) 1.24
Reaeration Rate (K2 Base e) )
Min. Daily Avg. D.O. (mg/1) . O
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) 0•o ,
BOD5 (mg/1) 30
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1) 6.a
Total Suspended Solids (mg/1) 30
Fecal Coliform (WOO ml) /� e a
pH (S.U.) G 4'3•S
D. COMMENTS
b'054T : �.`1"
DOS : /sI
60
50
40
30
20
10
0 .0 I •0 . ,°3
Design Flow (mgd)
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGI L
7-2.I7i ./9F1
FIRST UPDATE
PAGE 1 SECOND UPDATE
cit3s-S I I
THIRD UPDATE

DATE: Jc‘ — / 6S h/44/7
DATE RECEIVED:
DATE ALLOCATION NEEDED: k S,4
MEMO TO: Mike McGhee
FROM: £. 644_ Sp/ O
SUBJECT: Effluent limits for Permit Review
DISCHARGE IDENTITY:
Fri r fzikei
H ; 1, 3c,i, 00 /
COUNTY: C a t kick_ lei
SUB -BASIN: ,k -..�
RECEIVING STREAM: (,c r tar-,.Cr e�¢.% CLASS: C__
7/10 MINIMUM FLOW: o S t Q SLOPE feet/mile
LOCATION OF DISCHARGE: o o
DESIGN CAPACITY: /o/ p p 0 `,.
EFFLUENT LIMITS
Parameter
UOD
BOD5
TKN
TSS
Coliform (Fecal)
pH
Temperature.
(fp. 2)0
REMARKS :
Limits
240
6
3o
ZOo
�k`

, r-Z ita. 1,4, V _ ©. 3
ACZ : 0-46 x 0.3 x Qv = 251
3g-4. 0; Co .03 /.s/ !: 9