HomeMy WebLinkAboutNC0037737_Wasteload Allocation_19770615FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST /
Actual Facility 1%%� /�p
Proposed Facility Date of Request ( _/�!/ llV// 6 /s,,77
TO: Mike McGhee, Technical Services �+ Date Needed S�I�Z�
FROM: �� 1 ` r w���
�O ,�./SUBJECT: EffluentLimits Permit No.(001 ) Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Dischar r Name (1 3 )
�nrt {� j Gv!C /G1/ l' / ` /!�
County (104 ) jwMU
(400 )
/_/ Id
Equiv. Population Served (202 )
Latitude (115 )
Longitude (116 )
ire
201 Area (263 )
208 Area (264 )
Subbasiu(112 )
p� Oi p
Stream Classification (269 )
, T- 7-wou14
Receiving Stream (109 )
Drain. Area(267 )
0,LO /s,ow,
7/10 F1oW(270)
:a,o�
Ratio Waste 7/10 (303 )
Design Capacity (207 )
/3 �4d c�
Design T mperaturoe (NKP)
z0°
Elevation (NKP)
%?6`0 -fe�
Location Discharge ( )
S e� W4444d ✓
Principal Product (NKP)
oome,Sye c Whs:5�P/
Sample No.
41
I- Mo. Avera e Concentration 01
BOD5(mg/Z)
310
3 0
ecaZ CaZiform
1100ml 31616
i oo
Temperature
o F 11
e8 o
DO (mg/Z)
300
S
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthly Avera e Loadin 05
- WeekZu Average Loading 06
P - Minimum Loading 07
- Maximum Loading 08
T - FrequencyRrequency of AnaZ sis 09
W - Sample T e 10
Su
Total Residue
(m /Z) 500
NH3-N
(m Z) 600
pff (units)
400
I - Mo. Average Concentration 21
36
-
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - MOnthZy Average Loading 25
- weekly Avera e Loading 26
P - Minimum Loading 27
Q - Maximum Loading 28
T - b`requency of Analysis 29
W - Sample Type 30
UOD (NKP) // 0 2! 11)- 641e V
ell -
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: A/Qntghala Village
Areawide (208) Planning Area: fJoi- -Des19na1 el�
Facilities (201) Planning Area: K),-r ,1,r--„1Fd
ii
_=mi
mm
.
w
MMM'
...ECM
A. RECEIVING STREAM - Iti1 , +b Nnnlahatq KIdEt2'
Classification: -1R,--rV2p90T00t1
7/10 Flow (cfs) 0.D1
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
250.0
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
1750
Drainage Area (sq. mi.)
0,/
7/10 Yield (cfsm)
17.1
Design Temperature (OC)
o.o
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (Kl Base e)
01,
Reaeration Rate (K2 Base e)
1919
Min. Daily Avg. D.O. (mg/1)
6•o
Upstream Quality -
BODu (mg/1)
Z.a
D.O.(mg/1)
R 3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
D,ol,3
BOOS (019/1)
90
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
3. 0 'Y
Total Suspended Solids (mg/1)
30
Fecal Coliform (B/100 ml)
Zon
PH (S.U.)
to-9
0. COMMENTS
4 A D.0. Dip 5.0 A I s needed {or any
v OSl� i aw r +a 0.049,„94 . A^y-11,^5
la.ge� needs d 0.0 4' 6.C1 n1j11„
03, 104.9, Sdo
NQ�wf0. ff'
elc
0, 0 0.02 0. LW 0.06
D,.Ig. Flow Em8d]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
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