NC0067288_Wasteload Allocation_19950117

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A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL r
Permit \o. NCU067288 -
During the period beginning on the effective date of the permit and lasting until expiration, the Perrnittee is authorized to discharge frorn
outfall(s) serial number 001. Such discharges shall be limited and monitored by the pezmittee as specified below:
Effluent Characteristics
Flow
QOD, 5 day, 200C
Total Suspended Residue
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
NH3 as N (Apr. 1 - Oct. 31)
NH3 as N (Nov. 1 Mar. 31)
Discharge Limitations
Monthlv Ava.
0.070 MGD
30.0 mg/I
30.0 mg/I
200.0 /100 ml
16.0 mg/I
Sample locations: E - Effluent, I Influent
Weekly Avg. Daily Max
45.0 mg/I
45.0 mg/I
400.0 /100 ml
Monitorin_q
Re uirements
Measurement
Sample
*Sample
Frequency_
Type
Location
Continuous
Recording
I or E
2/Month
Composite
E
2/Month
Composite
E
2/Month
Grab
E
Daily
Grab
E
Weekly
Grab
E
Semi-annually
Composite
E
Semi-annually
Composite
E
2/Month
Composite
E
Monthly
Composite
E
The pal shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foarn in other than trace arnou` Zits,
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Pai-t III Permit No. NCO067288
D. Phased Construction Condition
If this facility is built in phases, plans and specifications for the next phase shall be submitted
when the flow to the existing units reaches 80% of the design capacity of the facilities on line. At
no time may the flow tributary to the facility exceed the design capacity of the existing units.

GKEX88/MP
05/02/95
COMPLIANCE EVALUATION
ANALYSIS
REPORT
PAGE 1
PERMIT--NC0067288
PIPE--001
REPORT PERIOD:
9404-9503
LOC
--- E
FACILITY --HYDROLOGIC, INC.-HUNTER
GLEN
DESIGN FLOW--
.0350
CLASS--2
LOCATION--ASHEVILLE
REGION/COUNTY--01
HENDERSON
50050
00310
00530
00610
31616
50060
00010
00400
MONTH
Q/MGD
BOD
RES/TSS NH3+NH4-
FEC COLI
CHLORINE
TEMP
PH
LIMIT F
.0700 F
30.00
F 30.0
16.00
F 200.0
NOL
NOL
9.0 6.0
94/04
.0090
3.60
15.4
.35
20
.000
11.00
6.6-6.3
94/05
.0100
3.70
17.5
.20''LESSTHAN
.000
17.00
6.6-6.2
94/06
.0100
1.00
11.4
.15
11
.000
22.00
6.4-6.2
94/07
.0100
3.65
26.5
1.30
11
.000
24.00
7.2-7.1
94/08
.0110
4.40
6.4
.20
LESSTHAN
.020
23.00
7.0-6.6
94/09
.0110
2.60
10.0
7.90
LESSTHAN
.000
19.00
7.1-7.1
94/10
.0110
2.65
16.0
.20
6
.000
17.00
7.1-6.9
94/11
.0120
1.35
13.8
3.30
LESSTHAN
LESSTHAN
14.80
7.0-6.9
94/12
.70
11.5
18.90
90
LESSTHAN
11.60
7.3-7.2
95/01
2.10
27.0
28.80
LESSTHAN
LESSTHAN
10.25
7.6-7.4
95/02
.0106
1.40
14.0
34.80
12
.050
8.80
6.8-6.8
AVERAGE
.0105
2.46
15.4
8.73
25
.008
16.22
MAXIMUM
.0120
4.40
27.0
34.80
90
.050
24.00
7.600
MINIMUM
.0090
.70
6.4
.15
LESSTHAN
LESSTHAN
8.80
6.200
UNIT
MGD
MG/L
MG/L
MG/L
#/100ML
MG/L
DEG.0
SU

GKEX88/MP 05/02/95
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
PERMIT--NC0067288 PIPE--001 REPORT PERIOD: 9404-9503 LOC --- E
FACILITY --HYDROLOGIC, INC.-HUNTER GLEN DESIGN FLOW-- .0350 CLASS--2
LOCATION--ASHEVILLE REGION/COUNTY--01 HENDERSON
00600 00665
MONTH TOTAL N PHOS-TOT
LIMIT
94/04
94/05
94/06
LIMIT NOL NOL
94/07 18.400 10.9800
94/08
94/09
94/10
94/11
94/12r 22.100 5.9800
95/01 29.400 7.3800
95/02
AVERAGE
23.300
8.1133
MAXIMUM
29.400
10.9800
MINIMUM
18.400
5.9800
UNIT
MG/L
MG/L