HomeMy WebLinkAboutNC0035149_wasteload allocation_19770511FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
/ —/
/ /
TO:
FROM:
WASTE LOAD ALLOCATION REQUEST
Actual Facility
Proposed Facility
Mike McGhee, Technical Services
M,ornas K. At+0Ie1I , Wes4irn Meld DWrce
Date of Request
Date Needed
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
► / 11 / 77
2/ i / 77
1
Pipe No.(003 )
Permit Application Received (802 )
Discharger Name (103 )
Alan DPVIIS t5olt
Draft to Public Notice (805 )
Type (400 )
57 Mu /•%Id
County (104 )
W a-÷4.090..
Equiv. Population Served (202 )
8
Latitude (115 ) -
3% ° 4 ' 37 N
Longitude (116 ) `
el *47 124 "
201 Area (263 )
208 Area (264 )
Subbasin(112 )
04-02-01
Stream Classification (269
C-Tr—
Receiving Stream (109 ) '
V)4,%om4d --v'i 1, }ory of-4Z
Wad-« vo5a. ivtr•
Drain. Area(247 )..7/10
0.4 sq. m;�8s
Flow(270)
D. cts
Ratio Waste 7/10 (303 )
Design Capacity (207 ) '
,Zo, 000 9 fd
Design Temperature
Z 0
-
S
(NKP)
i'rincipal Product
(,AKj cevtiobn4")1
Elevation (NKP) -
35o0 Pitt
Location Discharger (NKP)
1.2 mi 5..10. of Foscoe:, O.i m; ainf4 0.C• ►
(NKP) •
., d skL areal_
BOD5(mg/Z)
310
ecal Caliform
100ml 31616
/ a o 0
Temperature
° F 11
DO (mg/1)
300
.
-
-
-
Sample No.
41
I- Mo . Average Concentration 01
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthly Average Loading 05
- Weekly Average Loading 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - Frequency of Analysis 09
W - Samp Ze Tape 10
3 0
6 8 J a
pY (units)
400
S44
TotaZilResidue
NH3-N
(mq/Z) 600
I - Mo. Average Concentration 21
a o
—
b - ,
- Wk. Average Concentration 22
I - Minimum Concentration 23
K - Maximum Concentration 24_
M - Monthly Average Loading 25
- Weekly Average Loading 26
P - Minimum Loading 27
d - Maximum Loading 28
T - Frequency of Analysis 29
W - Sample Type 30 _
UOD (NKP)
//011 /i_
Y
•
Effluent BO4 ult [mg/i]
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: aue41 114J'I t5• RSSOr+ >F Ciw6
Areawide (208) Planning Area: 1141%,
Facilities (201) Planning Area: Alot dJ�
V- , (Z - ( .01�( z 4'a
v.
-119 C 1 i93)
0•)
■-__
400
o
��
200
-�.-.-
10�
70
501_--___
40
30
20.Ma--
in
lii.M�����
MMEMMONEMOMMOOMMIO
MIN
MIMS
__
----
■■
O.o+ O.oti 03
Design Flow [mild]
A. RECEIVING STREAM (AT I,JA40.41
Classification: �6
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
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 (Ki Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
0.0. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 m1)
pH (S.U.)
c
o./
0.0
41; o.5
• b
2.
2.
0.92.
30
3e
/ 0 0 0
/1
D. COMMENTS uD5at PO mmq/1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
s-/1-72 •1.7 F
PAGE
01
SECOND UPDATE
THIRD UPDATE