HomeMy WebLinkAboutNC0032212_Wasteload Allocation_19770511NGeo322.I
FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Date of Request ?iL-i?'
0
TO: Mike McGhee, Technical Services Date Needed f 17 eri
,r
FROM:157,;)<'i0771/S-„,„
kifo
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
Actual Facility
Li Proposed Facility
Pipe No.(003 )
711
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name
ea-nlys'
(10 )
Yon a A, / a S 5 e-e.
County ( 04 )
a.-14e2, Mica.,
TYP (400 )
d
Equiv. Poprulation Served (202 )
Latitude (115 )
3 6 '/40'/ £ '
Longitude (116 ) ii
,/' i 3100
201 Area (263 )
208 Area (264 )
Subbasin(112 )
Stream Classification (269 )
Receiving Stream (109 )
/ -,td" c e C/"'t°�'P'/'c
tDrain. A�rea(267 )
®- 3 e! AN, S o
7/10 Flow(2�p)
a / f' d ,,
Ratio Waste 7/10 (303 )
Design Capacity (207 )
LS'-'-e90 a
Design Temperature (NKP)
,C'0
Elevation (NKP)
3 ',52.0 Ce--eilL
Location Disch ;er(NKP)
Ste— leon"lo
Principal Product (NKP)
P
Dome5'.c„ /4,/ s-'e,
Sample No.
BOD5(mg/i)
Fecal Caliform
/100rn1 31616
Temperature
° F 11
DO (mg/l)
300
41
310
I - Mo. Average Concentration 01
3 0
—
G8/ a
_
- 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
r
-
W - Sample Type 10
S"sP44'`'�
Total Residue
.
NH3-N
(mg/1) 600
pH (units)
400
I - Mo. Average Concentration 21
3 o
—
6 -
- Wk. Average Concentration 22
J - Minimum Concentration 23
A
K - Maximum Concentration 24
M - Monthly Average Loading 25
- Weekly Average Loading 26
P - Minimum Loading 27
Q - Maximum Loading 28
T - Frequency of Analysis 29
W - Sample Type 30
_
.
UOD (NKP) ! I D,,� /,Q,
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: CRrnP yo1'1 Los E
Areawide (208) Planning Area: -Kan" _
Facilities (201) Planning Area: Not
Co."I, 69 (_2-37).
}}a9-
''7J
(,2z,13 )
o,9t
0./ _ o, 1
,3
500
400
300
200
1043
90
60
70
60
60
40
30
20
10
D 0 0.0 I oiv
Derlgn Flow [mgd]
0.03
A. RECEIVING STREAM L4w4t4._ Lt4� L
Classification: G —
7/10 Flow (cfs) 0. 1
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) 237
Stream Velocity (fps) Oa 1
Stream Depth (ft) 0,2 1
Elevation @ Discharge Pt. (ft) 3 9-20
Drainage Area (sq. mi.) 0.3`�
7/10 Yield (cfsm) 0, 2S6
Design Temperature (0C) 2 0
Groundwater Runoff (cfs/mi) 0.3
Deoxygenation Rate (K1 Base e) 0, S %
Reaeration Rate (K2 Base e) S .7
Min. Daily Avg. D.O. (mg/1) o
Upstream Quality - Z
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) o , oo "7S
BOD5 (mg/1) .3o
Ammonia Nitrogen(mg/1) —
Dissolved Oxygen (mg/1) —
Total Suspended Solids (mg/1) 3 0
Fecal Coliform (#/100 ml)
pH (S.U.) G -9
NBat i'Z mq/1
D. COMMENTS / / O m4/1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
JDF
PAGE
wtrT 01
SECOND UPDATE
THIRD UPDATE
D 0 0.0 I oiv
Derlgn Flow [mgd]
0.03
A. RECEIVING STREAM L4w4t4._ Lt4� L
Classification: G —
7/10 Flow (cfs) 0. 1
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) 237
Stream Velocity (fps) Oa 1
Stream Depth (ft) 0,2 1
Elevation @ Discharge Pt. (ft) 3 9-20
Drainage Area (sq. mi.) 0.3`�
7/10 Yield (cfsm) 0, 2S6
Design Temperature (0C) 2 0
Groundwater Runoff (cfs/mi) 0.3
Deoxygenation Rate (K1 Base e) 0, S %
Reaeration Rate (K2 Base e) S .7
Min. Daily Avg. D.O. (mg/1) o
Upstream Quality - Z
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) o , oo "7S
BOD5 (mg/1) .3o
Ammonia Nitrogen(mg/1) —
Dissolved Oxygen (mg/1) —
Total Suspended Solids (mg/1) 3 0
Fecal Coliform (#/100 ml)
pH (S.U.) G -9
NBat i'Z mq/1
D. COMMENTS / / O m4/1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
JDF
PAGE
wtrT 01
SECOND UPDATE
THIRD UPDATE
34c
310
32-0
310
2901
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