NC0030996_wasteload allocation_19760317

DATE:
DATE ALLOCATION NEEDED: ,F
MEMORANDUM
TO: Mike McGhee
Technical Services Branch
FROM: (DQ2_y C /
O I=S T c z A4 1'J IZ. D
SUBJECT: Effluent Limits for NPDES Permit
DISCHARGER: 0-WALk:�r Mo-roz- KoiDesc
COUNTY: 1M c_toyw,L��
SUB-BASIN: 3 OF 3�
RECEIVING STREAM: Q T- ra �juG�r ,v�iv �� ,Ze,Lr, —� l r+z�� j'►� t G�zrtr
7Q10 FLOW: ©.b S c._r5 CSTZLArv� DA—, E.c1CLbSfz{�)
LOCATION OF DISCHARGE: t.CC_t-N;,0,j MAPS
DESIGN CAPACITY: 0 . 0 O 5,- M G b
MAXIMUM MONTHLY MEAN EFFLUENT LIMITS:
PARAMETER LIMITS " PF
y-is-76
UOD
BOD5 ,o --
-wN
TSS n
FECAL COLIFORM
pH
TEMPERATURE S'4'
D.Q.
REMARKS:

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: e_jA^L-ST
Areawide (208) Planning Area:
Facilities (201) Planning Area:
- -:_ A. RECEIVING STREAM E.. � -
d. 5 8 d: p(e Classification:
lS(7 } 7I10 Flow (Qs): U. o
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/Mi) 85�
_ 1 SI �,gf t b) Stream Velocity (fps) /
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm) o Or
Design Temperature C)
�" �`►�''�'" Groundwater Runoff �cfs/mi)
Deoxygenatiae Rate (Kl Base e)
K . '` ASS? Reaeration R (KZ Base e)
L - l J Min. Daily Avg. .D.O. (mg/1)
S,D C. REQUIRED EFFLUENT LIMITS
L Design Flow (MGD)
BOD5 (mg/1) ---
Ammonia Nitrogen (mg/l) —
Dissolved Oxygen (mg/1) --_
Total Suspended Solids (mg/1) 3 0
Fecal Coliform (#/100 ml) goo
pH (S.U.)
D. COMMENTS
DOSRt= y,O
DOS
sou --� - - -
400
aoo
200
40
30
20
10,
design Flow (md)
Y STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES ..,i
FIRST DATE PAGE SECOND UPDATE THIRD UPDATE -
_ ..