HomeMy WebLinkAboutNC0066788_Wasteload Allocation_19780717•
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FACILITY NO.
WASTE LOAD
ALLOCATION REQUEST
/YC/
Actual Facility
Request 7 / TG
/_/
Proposed Facility
Date of
TO:
Mike McGhee, Technical Services
Date Needed 3 /31 / 77
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FROM:
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cTTT2TRCT- Rff1iiPnt Limits for NPDES Permit
No.(001 ) Pipe No.(003 )
Draft to Public Notice (805 )
Permit Application Received (802 )
Discharger Name (103 )
�AIRVle-W SC-4001. - ROACOM 6 Co • Yoat8 o'F ""on
County (104 )
RUnCom %-e
Type (400 )
Equiv. Population Served (202 ) v
Cooly
Latitude (115 )
3.,7° 3/ "oo
Longitude (116 ) `
°-24 '
201 Area (263 )
208 Area (264 )
Subbasin(112 )
04-03-02
Stream Classification (269 )
c-ice
Receiving Stream (109 )
CQ oe. Cree k
Drain. Area(267 )
0, (0
7/10 Flow(270)
0. Z
Ratio Waste 7/10 (303 )
Design Capacity (207 ) Design Temperature (NKP) Elevation (NKP)
$,00c) 9pd
Location Discharger (NKP) Principal Product (NKP)
U.S. �W4 74 a.d 51Z 280o F-1'Pwe.'Jetry .S406(
Temperature
° F 11
DO (mg/Z)
300
Sample No.
41
BOD5(m9/Z)
310
ecaZ Caliform
100mZ 31616
I - Mo. Avera e Concentration 01
/D 0 O
-
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maxim= Concentration 04
M - Monthly Average Loading 05
- Weekly Avera e Loading 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - Frequency of AnaZ sis 09
W - Sample T e 10
VA MCI
Tota Z Residue
(m M 500
NH3-N
(m Z) 600
p7l (units)
400
I - Mo. Average Concentration 21
30
& -
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - Monthly Average Loadin 25
- WeekZ Avera e Loadin 26
P - Minimum Loading27
Q - Maximum Loading28
T - Frequency o AnaZ sis 29
W -S Ze Zype 30
UOD (NKP) /la y►.q 1Je
F-al r!I i u,�,J 5c,�'i►,�
—bA = 0 a
_
�bD -
ber,r V ° c)
Z 1 D
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1�6 L I'D
1
PI � S
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: F#iK V) IFv sc-40O L
Areawide (208) Planning Area: l-ovj -+S
Facilities (201) Planning Area: I�-
V &do
5
4
3
E
30
--
30 -
--
JO
00
00
90
BO
70
so
—
50
40
-
—
----
-
—
—
30
20
10
-
--
— —
Vo
—"W 0,0 0�
Design Flow �mgd]
STATE OF NORTH CAROLINA
GINAL I FIRST UPDATE
A. RECEIVING STREAM l rr GANE G11--
Classification: — %2
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) Q
Stream Velocity (fps) 0.1
Stream Depth (ft)
Elevation @ Discharge Pt. (ft) Li 10
Drainage Area (sq. mi.) 0
7/10 Yield (cfsm) 3
Design Temperature (OC)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (KI Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BOD m /1 a,0
D.O. (mg/1) R, 3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) #,o o g
BOD5 (mg/1) O
Ammonia Nitrogen (mg/1) --
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
pH (S.U.)
D. COMMENTS
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
PAGE SECOND UPDATE= THIRD UPDATE
PR 8 D2