NC0040011_Wasteload Allocation_19920302

HPDLES DOCUHENT SCANNING COVER SHEET
NC0040011
Yanceyville WWTP
NPDES Permit:
Document Type:
Permit Issuance
f'
Wasteload Allocation.
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
March 2, 1992
Thins document is printed on reuae paper - signore awry
content on the resrer me aide

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0040011
PERMI'1'IEE NAME:
FACILITY NAME:
Town of Yanceyville
Yanceyville WWTP
Facility Status: Existing
Permit Status: Modification
Major Minor -V
Pipe No.: 001
Design Capacity: 0.45 MGD
Domestic (% of Flow): 95 %
Industrial (% of Flow): 5 %
Comments:
Two WLA's. Expanding from 0.20 MGD to 0.45 MGD
RECEIVING STREAM: Country Line Creek
Class: WSyYiI - C:
Sub -Basin: 03-02-04
Reference USGS Quad: B 21 NE
County: Caswell
Regional Office: Winston-Salem Regional Office
(please attach)
Previous Exp. Date: 3/31/94 Treatment Plant Class: III? (prop)
Classification changes within three miles:
Chan es to class "C" downstream a 'roximatel 1 2
being reviewed for C per WSRO. f,
Requested by:
Prepared by:,
Reviewed by:
Charles M. Lowe
Date: 12/19/91
Date: 2-2 .9 ?-
Date:
Modeler
Date Rec.
#
/11/:7:6
/z/ /9 (
6610
2
Drainage Area (mi ) ��, Avg. Streamflow (cfs): 4
7Q10 (cfs) ,
Winter 7Q10 (cfs) .ct 30Q2 (cfs) L .
Toxicity Limits: IWC 3 7 % Acute/
Instream Monitoring:
1[2). OX
Ico Location Lk. fee,
Downstream Location :f /: _
Parameters
Upstream
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/ 100 ml):
pH (SU):
Residual Chlorine (}tg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Cadmium (14/1):
Chromium (14/1):
Copper (14/1):
Nickel (14/1):
Lead (14/1):
Zinc (}ig/1):
Cyanide (µg/1):
Phenols (14/1):
Mercury (µg/1):
Silver (µg/1):
Arsenic (14/1):
Monthly Average
Summer Winter
0.45 0.45
28 30
2.3)3
5.0 5.0
30 30
200 200
6.0-9.0 6.0-9.0
28 28
monitor monitor
monitor monitor
Daily Max.
5.4
136
monitor
34
68
monitor
14
monitor
0.033
monitor
monitor
er
Comments:
calle
G fv✓ y reeo5t be included hi
have .5ea Pal /, 6s ►/P.v es
6 replaeeh of 4,0 main
and ✓e5v/-. ,/J5g-1-h131;ne 61roulaC
e pontpaG r(q'Yl6o/q&5
u.1-Ao3
L \EL - -
3
9

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATIOI`fJ�i
Town of Yanceyville WWTP
NC0040011
95% Domestic, 5% Industrial
Existing
Modification
Country Line Creek
WS-III -
03-02-04
Caswell
Winston-Salem Regional Office
Charles Lowe
12/20/91
B21NE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request # 6670
l/ ``4 labs
r
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
RECEIVED
N.C. Dept. NRCO
F E R 10 1992
Winston-Salem
Regional Office
eic'ej
1)-� • i (
CIS"
2075
1990
49.4
1.2
4.9
44
6.4
36.8
9"/1958
• b 1 s,
Facility requests a modification from 0.25 MGD to 0.45 MGD. WSRO has expressed concern
about replacement of a 10" main with a 15" main and the location and maintenance of this main
line.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: dilAJOAA_Ht
,/k
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
Date:
Date: -2 -'/?`- 3 2-
Date: 2 10
RETURN TO TECHNICAL SERVICES BY: MAR 0 5 1992
/1 p
arj_ yii ate„ Gr�C�-c�Td ��u 46e,_„/

Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Co1. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Co1. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Summe
Cal- •
30
monitor
2
CONVENTIONAL PARAMETERS
Monthly Average
Winter ZS'
0.2eo0•
30
monitor
90 90
1000 1000
6.0-9.0 6.0-9.0
monitor monitor
monitor monitor
monitor monitor
Monthly Average
Summer Winter WQ or EL
0.45 0.45
28 2. 30 WQ
13 WQ
5.0 5.0 WQ
30 30 EL
200 200 WQ
6.0-9.0 6.0-9.0 EL
28 28 WQ
monitor monitor
monitor monitor
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures
New facility information
Parameter(s) Affected
X BOD5, NH3-N, DO, Chlor
X Fecal Coliform
X TSS
(explanation of any modifications to past modeling analysis including new flows, rates, field data,
interacting discharges)
(See page 4 for miscellaneous and special conditions, if applicable)

3
TOXICS/METALS
Type of Toxicity Test: Chronic Tox. Quart.
Existing Limit: 24%
Recommended Limit: 37%
Monitoring Schedule: Apr, Jul, Oct, Jan.
Existing Limits
COD (mg/):
Cadmium (141):
Chromium (µg/1):
Copper (µg/1):
Nickel (µg/1):
Lead (µ1):
Zinc (4/1):
Cyanide (µg/1):
Phenols (41):
Mercury (1g/1):
Silver (µg/1)•
Recommended Limits
Daily Max.
Daily Max. WQ or EL
Cadmium (µg/1): 5.4 / WQ
Chromium (µg/1): 136 V' WQ
Copper (µg/1): monitor
Nickel (4/1): 34 ' WQ
Lead (14/1): 68 . ' WQ
Zinc (4/1): monitor
Cyanide (14/1): 14 / WQ
Phenols (µg/1): monitor
Mercury (µg/1): 0.033 0 WQ
Silver (µg/1): monitor
Arsenic (µg/1): monitor
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information X metals
Failing toxicity test
Other (onsite toxicity study, interaction, etc.)
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

4
INSTREAM MONITORING REQUIREMENTS
Upstream Location: 100 feet upstream of discharge point
Downstream Location: at NC 62 birdge downstream of discharge point
Parameters: Fecal Coliform, DO, Temperature, Conductivity.
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated t,e ability to meet the proposed new limits with existing treatment
facilities? Yes No ,/
If no, which parameters cannot be met?
-
Would a "phasing in" of the new limits be appropriate? Yes t/ No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
7 1TEl �� n S O ✓)-1
1210+c77is.
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? Li (Y or N) If yes, explain with attachments.

`
Facility Name t, �, Permit # o ( 1 Pipe # �
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is V7 % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
Quartet, monitoring using this procedure to establish compliance with the permit condition. The first test will be
ormed }ter thirty days from the effective date of this permit during the months of
t e C i . Effluent sampling for this testing shall be performed at the NPDES
pe ue 'toted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 (, Z cfs
Permitted Flow C .. 4 s MGD
IWC 5G) e r %
Basin & Sub -basin -d 2 -
Receiving Stream e v. L. t .., C v
County C�Su,.t4
ed by:
Date �•1�-`}Z.
QCL P/F Version 9/91

/9 F7-

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0040011
PERMITTEE NAME:
FACILITY NAME:
Town of Yanceyville
Yanceyville WWTP
Facility Status: Existing
Permit Status: Modification
Major Minor
Pipe No.: 001
Design Capacity: 0.20 MGD
Domestic (% of Flow): 95 %
Industrial (% of Flow): 5 %
Comments:
Two WLA's. Expanding from 0.20 MGD to 0.45 MGD
RECEIVING STREAM: Country Line Creek
Class: WS-III
Sub -Basin: 03-02-04
Reference USGS Quad: B 21 NE
County: Caswell
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 3/31/94 Treatment Plant Class: II (current)
(please attach)
Classification changes within three miles:
Changes to class "C" downstream approximately 1/2 mile. WS-III
being reviewed for C per WSRO.
Requested by:
Prepared by:
Reviewed by:
Charles M. Lowe
Date: 12/19/91
cc -ma AL Date: 2. 2 L `3
AA- ,�,Q1t1AOY Date: - c;�
Modeler
Date Rec.
#
/05g
al 2,0,ott
(alai(
Drainage Area (mi2 ) ch .4 Avg. Streamflow (cfs): '4`-)
7Q10 (cfs) Winter 7Q10
Toxicity Limits: IWC %
Instream Monitoring:
Parameters
Upstream ioo
Downstream Location jL-- 6
(cfs) 4 30Q2 (cfs) ,
Acute/f( onic �s- m-vi .
Location (-el LL
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
IN (mg/1):
Cadmium (4/1):
Chromium (11g/1):
Copper (µg/1):
Nickel (µg/1):
Lead (14/1):
Zinc (µg/1):
Cyanide (µg/1):
Phenols (µg/1):
Mercury (µg/1):
Silver (4/1):
Arsenic (µg/1):
Comments:
Monthly Average
Summer Winter
0.25 0.25
30 30
monitor monitor
90
200
6.0-9.0
monitor
90
200
6.0-9.0
monitor
monitor monitor
monitor monitor
Daily Max
205
monitor
51
102
monitor
20
monitor
0.049
monitor
monitor
'ter
-r-rr
9�

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
S ubbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATI
Request # 6671
Town of Yanceyville WWTP
NC0040011
95% Domestic, 5% Industrial
Existing
Modification
Country Line Creek
WS-III l/') '
03-02-04 b
Caswell
Winston-Salem Regional Office
Charles Lowe
12/20/91
B21NE
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
•
207521958
1990
49.4
1.2
4.9
44
6.4
24.4
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requests a modification from 0.25 MGD to 0.45 MGD. WSRO has expressed concern
about replacement of a 10" main with a 15" main and the location and maintenance of this main
line,
Special Schedule Requirements and additional comments from Reviewers:
(.3/.gz
Recommended by: OYX( ,�, _J(Date: "/"Yrar�
Reviewed by ,,,
Instream Assessment: I.1C -( Q, tnZiity--) Date: ) 3/16 D-
Regional Supervisor: .) VA_ Date: 02 -/ 7- 5 4--
Permits & Engineering: Date:
RETURN TO TECHNICAL SERVICES BY:
MAR 0 5 1992

Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
2
CONVENTIONAL PARAME I ERS
Monthly Average
Wi
nter
ZC
30
monitor
Summer
30
monitor
90 90
1000 1000
6.0-9.0 6.0-9.0
monitor monitor
monitor monitor
monitor monitor
Monthly Average
Summer Winter
0.25 0.25
30 30
monitor monitor
90 90
200 200
6.0-9.0 6.0-9.0
monitor monitor
monitor monitor
monitor monitor
WQ or EL
EL
EL
WQ
EL
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures X Fecal Coliform
New facility information
(explanation of any modifications to past modeling analysis including new flows, rates, field data,
interacting discharges)
(See page 4 for miscellaneous and special conditions, if applicable)

3
Type of Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
Existing Limits
COD (mg/):
Cadmium (µg/1):
Chromium (µg/1):
Copper (14/1):
Nickel (14/1):
Lead (µg/1):
Zinc (µg/1):
Cyanide (µg/1):
Phenols (µg/1):
Mercury (11g/1):
Silver (4/1):
Recommended Limits
Cadmium (µg/1):
Chromium (14/1):
Copper (µg/1):
Nickel (µg/1):
Lead (µg1):
Zinc (14/1)•
Cyanide (µg/1):
Phenols (µg/1):
Mercury (141):
Silver (14/1)•
Arsenic (µg/1):
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Failing toxicity test
Other (onsite toxicity study, interaction, etc.)
TOXICSIMETALS
Chronic Tox. Quart.
24%
24%
Apr, Jul, Oct, Jan.
Daily Max.
Daily Max. WQ or EL
8.1 WQ
205 WQ
monitor
51 WQ
102 WQ
monitor
20 WQ
monitor
0.049 WQ
monitor
monitor
Parameter(s) Affected
X metals
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

4
INSTREAM MONITORING REQUIREMENTS
Upstream Location: 100 feet upstream of discharge point
Downstream Location: NC 64 bridge downstream of discharge point
Parameters: Temperature, DO, Fecal Coliform, Conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility dempnstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes ✓ No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Facility Name
(NIL
01/1-1° Permit #
Pipe # bet 1
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The?fluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is `1-% (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
$ er/y monitoring using this procedure to establish compliance with the permit condition. The first test will be
ormed after thirty dcatrom the effective date of this permit during the months of
. Effluent sampling for this testing shall be performed at the NPDES
pe os led finalleffluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 . z--
cfs
Permitted ow . Z..S— MGD
IWC r � �%
Basin & Sub -basin o Z — d
Receivin tream C,C,riL
County (IS
QCL PIF Version 9/91

MODEL RESULTS
Discharger : YANCEYVILLE WWTP
Receiving Stream : COUNTRY LINE CREEK
►t+ocy: 35K-z, Cc 2o
SUNll7ER
YANCEYVILLE WWTP
CBOD 41.55/ NBOD 10.35
The End D.O. is 7.21 mg/1.
The End CBOD is 3.48 mg/l.
The End NBOD is 0.88 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.09 2.45 3
Reach 1
Reach 2
Reach 3
. Reach 4
41.55
0.00
0.00
0.00
10.35
0.00
0.00
0.00
5.00
0.00
0.00
0.00
0.45000
0.00000
0.00000
0.00000

SUMMER
YANCEYVILLE WWTP
CBOD 41.55/ NBOD 10.35
I Seg # I Reach # I Seg Mi 1 D.O. I CBOD 1 NBOD I Flow I
1 1 0.00 6.54 16.54 4.44 1.90
1 1 0.09 6.39 16.23 4.32 1.91
1 1 0.17 6.26 15.93 4.21 1.92
1 1 0.26 6.14 15.63 4.10 1.93
1 1 0.34 6.04 15.34 3.99 1.94
1 1 0.43 5.96 15.06 3.88 1.95
1 1 0.51 5.89 14.78 3.78 1.96
1 1 0.59 5.84 14.51 3.68 1.97
1 1 0.68 5.79 14.24 3.59 1.98
1 1 0.76 5.76 13.98 3.50 1.99
1 1 0.85 5.73 13.72 3.41 2.00
1 2 0.85 5.98 12.02 3.06 2.34
1 2 0.87 5.98 11.98 3.04 2.34
1 2 0.89 5.98 11.95 3.03 2.34
1 2 0.91 5.98 11.91 3.01 2.34
1 2 0.93 5.98 11.87 3.00 2.34
1 2 0.95 5.98 11.84 2.98 2.34
1 2 0.97 5.98 11.80 2.97 2.34
1 2 0.99 5.98 11.77 2.96 2.34
1 2 1.01 5.98 11.73 2.94 2.34
1 2 1.03 5.99 11.70 2.93 2.34
1 2 1.05 5.99 11.66 2.91 2.34
1 3 1.05 5.99 11.66 2.91 2.34
1 3 1.19 5.81 11.40 2.81 2.34
1 3 1.33 5.66 11.14 2.70 2.34
1 3 1.47 5.54 10.89 2.60 2.34
1 3 1.61 5.43 10.64 2.51 2.34
1 3 1.75 5.34 10.40 2.41 2.34
1 3 1.89 5.26 10.17 2.32 2.34
1 3 2.03 5.20 9.94 2.24 2.34
1 3 2.17 5.15 9.72 2.15 2.34
1 3 2.31 5.11 9.50 2.07 2.34
1 3 2.45 5.09 9.28 2.00 2.34
1 4 2.45 6.62 4.53 1.35 6.74
1 4 2.72 6.71 4.41 1.29 6.74
1 4 2.99 6.78 4.29 1.24 6.74
1 4 3.26 6.85 4.18 1.18 6.74
1 4 3.53 6.91 4.07 1.13 6.74
1 4 3.80 6.97 3.97 1.09 6.74
1 4 4.07 7.03 3.86 1.04 6.74
1 4 4.34 7.08 3.76 1.00 6.74
1 4 4.61 7.13 3.67 0.95 6.74
1 4 4.88 7.17 3.57 0.91 6.74
1 4 5.15 7.21 3.48 0.88 6.74
1 Seg # 1 Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

4
*** MODEL SUMMARY DATA ***
•
Discharger : YANCEYVILLE WWTP Subbasin : 030204
Receiving Stream : COUNTRY LINE CREEK Stream Class: WS-III
Summer 7Q10 : 1.2 Winter 7Q10 : 4.9
Design Temperature: 25.
ILENGTHI SLOPE' VELOCITY I DEPTH' Kd I Kd 1 Ka 1 Ka 1 KN 1
mile I ft/mil fps I ft )design) @20% Idesign l @2024 (design)
Segment 1
Reach 1
1 1 1 1 1 1 1 1
0.851 9.091 0.102 1 1.13 1 0.28 1 0.22 11.85 I 1.661 0.44
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 I
Segment 1 1 0.201 9.091 0.112 1 1.18 1 0.28 10.22 1 2.05 1 1.841 0.44
Reach 2 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 I 1.401 4.881 0.100 1 1.25 1 0.27 10.21 10.98 1 0.881 0.44
Reach 3 1 1 1 1 1 1 1 1 I
1 1 I
Segment 1 I 2.701 4.881 0.169 1.63 0.27 0.22 1.66 1.49 0.44
Reach 4 I 1 I
1 Flow I CBOD 1 NBOD 1 D.O. I
1 cfs I mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 0.698 1 41.550 1 10.350 I 5.000
Headwaters) 1.200 I 2.000 I 1.000 I 7.440
Tributary 1 0.000 I 2.000 I 1.000 1 7.440
* Runoff 1 0.120 I 2.000 1 1.000 1 7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.340 1 2.000 1 1.000 1 7.440
* Runoff 1 0.000 I 2.000 1 1.000 I 7.440
Segment 1 Reach 3
Waste 1 0.000 I 0.000 1 0.000 I 0.000
Tributary 1 0.000 1 2.000 I 1.000 I 7.440
* Runoff 1 0.000 I 2.000 I 1.000 I 7.440
Segment 1 Reach 4
Waste 1 0.000 I 0.000 1 0.000 I 0.000
Tributary 1 4.400 1 2.000 1 1.000 1 7.440
* Runoff 1 0.000 1 2.000 I 1.000 I 7.440

Discharger
Receiving Stream
•
MODEL RESULTS
: YANCEYVILLE WWTP
: COUNTRY LINE CREEK
146,Anclua.
WINTER L1S 2 Cp
YANCEYVILLE WWTP
CBOD 45/ NBOD 20.7
The End D.O. is 9.45
The End CBOD is 3.85
The End NBOD is 1.79
mg/1.
mg/l.
mg/1._
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
DO Min
WLA
CBOD
(mg/1) Milepoint Reach # (mg/1)
8.75
0.00 1
45.00
0.00
0.00
0.00
WLA
NBOD
(mg/1)
20.75
0.00
0.00
0.00
A
WLA
DO Waste Flow
(mg/1) (mgd)
5.00
0.00
0.00
0.00
0.45000
0.00000
0.00000
0.00000

I,Seg
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
I Seg
# I Reach #
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
# I Reach #
I Seg Mi I
0.00
0.09
0.17
0.26
0.34
0.43
0.51
0.59
0.68
0.76
0.85
0.85
0.87
0.89
0.91
0.93
0.95
0.97
0.99
1.01
1.03
1.05
1.05
1.19
1.33
1.47
1.61
1.75
1.89
2.03
2.17
2.31
2.45
2.45
2.72
2.99
3.26
3.53
3.80
4.07
4.34
4.61
4.88
5.15
I Seg Mi I
D.O.
8.75
8.82
8.89
8.95
9.01
9.07
9.12
9.16
9.21
9.25
9.29
9.29
9.29
9.30
9.31
9.32
9.33
9.34
9.35
9.35
9.36
9.37
9.37
9.36
9.36
9.35
9.35
9.34
9.34
9.34
9.34
9.34
9.34
9.31
9.33
9.34
9.36
9.37
9.39
9.40
9.41
9.43
9.44
9.45
D.O.
I CBOD
7.36
7.28
7.21
7.13
7.06
6.99
6.92
6.85
6.78
6.71
6.65
6.40
6.39
6.39
6.38
6.38
6.37
6.36
6.36
6.35
6.35
6.34
6.34
6.30
6.25
6.21
6.16
6.12
6.07
6.03
5.99
5.95
5.90
4.32
4.27
4.22
4.17
4.13
4.08
4.03
3.99
3.94
3.90
3.85
I CBOD
WINTER
YANCEYVILLE WWTP
CBOD 45/ NBOD 20.7
NBOD I Flow I
3.46 5.60
3.42
3.39
3.35
3.32
3.29
3.25
3.22
3.19
3.16
3.12
3.01
3.01
3.01
3.00
3.00
3.00
3.00
2.99
2.99
2.99
2.98
2.98
2.96
2.94
2.91
2.89
2.87
2.84
2.82
2.80
2.77
2.75
2.04
2.01
1.99
1.96
1.94
1.91
1.89
1.86
1.84
1.82
1.79
NBOD
5.65
5.70
5.75
5.80
5.85
5.90
5.95
6.00
6.05
6.10
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
6.44
10.84
10.84
10.84
10.84
10.84
10.84
10.84
10.84
10.84
10.84
10.84
I Flow I

*** MODEL SUMMARY DATA ***
•
Discharger : YANCEYVILLE WWTP Subbasin : 030204
Receiving Stream : COUNTRY LINE CREEK Stream Class: WS-III
Summer 7Q10 : 1.2 Winter 7Q10 : 4.9
Design Temperature: 14.
ILENGTHI SLOPE' VELOCITY 1 DEPTHI Kd 1 Kd 1 Ka 1 Ka 1 KN I
1 mile I ft/mil fps 1 ft Idesign l @204 Idesignl @204 Idesignl
1 1 1 1 1 1 1 1 I
Segment 1 1 0.851 9.091 0.232 1 1.30 1 0.18 10.24 1 3.33 1 3.791 0.19
Reach 1 1 1 1 1 1 1 1 1 I
1 1 1 I I 1 I 1 I
Segment 1 1 0.201 9.091 0.240 11.34 1 0.18 1 0.24 1 3.45 1 3.931 0.19
Reach 2 I 1 1 I I I I 1 I
Segment 1
Reach 3
I I 1 I 1 1 1 I
1.401 4.881 0.200 1 1.46 1 0.17 10.22 11.54 1 1.761 0.19
I I 1 I I 1 1 I
I I I I 1 1 I I I
Segment 1 1 2.701 4.881 0.242 1 1.73 10.17 1 0.22 1 1.35 1 1.531 0.19
Reach 4 1 I I I I 1 1 I I
I Flow I CBOD I NBOD 1 D.O. I
I cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 0.698 145.000 120.750 I 5.000
Headwaters) 4.900 1 2.000 l 1.000 I 9.280
Tributary I 0.000 I 2.000 1 1.000 1 9.280
* Runoff I 0.590 1 2.000 1 1.000 1 9.280
Segment 1 Reach 2
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary I 0.340 I 2.000 1 1.000 I 9.280
* Runoff I 0.000 I 2.000 I 1.000 1 9.280
Segment 1 Reach 3
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary I 0.000 I 2.000 I 1.000 I 9.280
* Runoff I 0.000 1 2.000 I 1.000 I 9.280
Segment 1 Reach 4
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary I 4.400 I 2.000 1 1.000 I 9.280
* Runoff I 0.000 I 2.000 1 1.000 1 9.280

Level B Allocation
.
Facility Name: Yanceyville WWTP
Enter values
CBOD NBOD
0
40
45
8
56
0
Calculated
BOD5 NH3-N
0.00
8.89
30.00
1.78
37.33
0.00
Regression
-4.21
37.40
-0.24
8.89
Enter BOD5
BOD5 Predicted NH3
30_
1.8
25
2.9
20
4.1
8.9
Enter NH3
NH3-N Predicted BOD5
*3.4
23.1
*2.3
27.7
37.4
37.4
37.4
*These values reflect allowable ammonia concentrations based on toxicity (3.4 mg/1 for 0.25
MGD and 2.3 mg/1 for 0.45 MGD).
40 T
:"N.
-
25 —
0 20 —
In
15 —
10 --
5 —
0
0
2
4 6
NH3-N
8

Discharger
Receiving Stream
•
MODEL RESULTS
: YANCEYVILLE WWTP
COUNTRY LINE CREEK
SUMMER
YANCEYVILLE WWTP
CBOD 45/ NBOD 5
The End D.O. is
The End CBOD is
The End NBOD is
7.20 mg/1.
3.66 mg/l.
0.79 mg/1.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
DO Min
WLA
CBOD
(mg/1) Milepoint Reach # (mg/1)
5.08 2.45 3
45.00
0.00
0.00
0.00
WLA
NBOD
(mg/1)
8.00
0.00
0.00
0.00
WLA
DO Waste Flow
(mg/ 1) (mgd)
5.00
0.00
0.00
0.00
0.45000
0.00000
0.00000
0.00000

•
MODEL RESULTS
Discharger : YANCEYVILLE WWTP
Receiving Stream :C.OUNTRY LINE CREEK
SUMMER
YANCEYVILLE WWTP
CBOD 8 / NBOD 0
The End D.O. is 7.19 mg/l.
The End CBOD is 4.25 mg/1.
The End NBOD is 0.51 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.09 2.45 3
Reach 1
Reach 2
Reach 3
Reach 4
56.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.00
0.00
0.00
0.00
0.45000
0.00000
0.00000
0.00000

Discharger
Receiving Stream :
MODEL RESULTS
YANCEYVILLE WWTP
COUNTRY LINE CREEK
SUMMER
YANCEYVILLE WWTP
CBOD 0 / NBOD 9
The End D.O. is 7.27
The End CBOD is 1.26
The End NBOD is 1.92
mg/l.
mg/l.
mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
DO Min
WLA
CBOD
(mg/1) Milepoint Reach # (mg/1)
5.08
2.45 3
0.00
0.00
0.00
0.00
WLA
NBOD
(mg/1)
40.00
0.00
0.00
0.00
WLA
DO Waste Flow
(mg/1) (mgd)
5.00
0.00
0.00
0.00
0.45000
0.00000
0.00000
0.00000

} 1i
c(36i) 46-
�J Z 9 W C.P, `fA NCF7 R--a7y--- /Gc'2i�
¢Nic-1 5 VA-N y rZ(632l0
-4•5/7 ml 6 -, to (e• 7
, 4, / O / 7 -s- Z
of o
ti 9
ti
J•/0•9z
/
26.7

r3c,st 1,-‘A
u31-4 (?/20.0 j
rJ-zs
4x,
0. a- / ) /9 • Ir.

RETRIEVE
PERMIT - NPDE%
PERMIT ID ----------- :
PERMIT ORIG ISSUE DA7
PERMIT DATE I%%UED--
PERKIT EXPIRE DATE -
REGIONAL CONTACT ---
DESIGN FLOW ---------
PRIMARY SIC CODE ---
RIVER BASIN CODE: MA.
LATITUDE -----------
TYPE OWNERSHIP -----: MU
NCO040OM
820730
0i/i4/92
COUNTY ----- : CA%WELL
MINOR:
T7
subm1N:
07920270
PRIMARY IND CATEGORY --- TYPE APPLICATION--:
INDUSTRY CLA%%IFICATION� NFW SOURCE CODE ---
FEDERAL ID NUMBER -: % NUMBER -------
TYPE PERMIT I%%UED---­
REISSUED PERMIT -------�
NMP FINAL %CHERULE1
LM
04
VFM
3O6Oi
-� %F

e
II Ammonia/Chlorine Worksheet II
',Facility: II
.
1lYanceyville WWTP Permit Number: NC0040011 II
11Receiving Stream: Modeler: njb II
',Country Line Creek Date: 10-Jan-92 11
11 I1
11 - 1 - 11
(,summer 1 II
1INitrogen as NH3 !Residual Chlorine II
II I II
II 7Q10 (cfs): 1.200 1 7Q10 (cfs): 1.200 11
II Design Flow (M®) : 1M Design Flow (M®) : 0.250 11
II Design Flow (cfs): 0.388 1 Design Flow (cfs): 0.388 11
I' Stream STD (mg/1): 1.000 1 Stream STD (ug/1): 17.000 11
IIBackground level (mg/1): 0.220 (Background level (ug/1): 0.000 11
II INC (%): 24.409 1 INC (%): 24.409 II
11Allowable concentration !Allowable concentration II
II of NH3-N (mg/1): 3.415 1 of Chlorine (ug/1): 69.645 11
II !Allowable concentration II
11Winter I of Chlorine (mg/1): 0.070 11
11Nitrogen as NH3 I II
II 1 II
II 7Q10 (cfs): 4.900 1 II
II Design Flow (MGD) : 0.250 I II
II Design Flow (cfs): 0.388 I II
II Stream STD (mg/1): 1.800 I II
',Background level (mg/1): 0.220 1 II
11 IWC (%): 7.329 1 II
11Allowable concentration 1 II
II of NH3-N (mg/1): 21.779 1 II
II ------ -II

TOXICS REVIEW
Facility: Town of Yanceyville WWTP
NPDES Permit No.: NC0040011
Status (E, P, or M):
Permitted Flow: 0.25 mgd
Actual Average Flow: 0.15 mqd
Subbasin: ROA04
Receiving stream: Country Line Creek
Stream Classification: WS-III
7010: 1.20 cfs
INC: 24.4 4
01/13/92
ver 3.0
ssssipsppsgspspsss P R E T R E A T M E N T D A T A pp�psp�psp= sps EFFLUENT DATA sp
I ACTUAL ACTUAL PERMITTED 1 I
1 or Ind. + Ind. + I ACTUAL ACTUAL I
I Default ACTUAL Domestic PERMITTED Domestic 1 Maximum Weekly I
Standard Acute I Removal Allowable Domestic Industrial Total Industrial Total 1 Daily Average I
Pollutant AL Criteria I Eff. Load Load Load Load Load Load I Value Value I
(ug/1) (ug/1) 1 % (#/d) (#/d) (#/d) (#/d) (#/d) (#/d) I (ug/1) (ug/1) I
-----_---1 ---______ --------- ------ 1 ----------------- I
Cadmium S 2.0 1.79 1 92% 0.19 0.00 0.16 0.180 I I
Chromium S 50.0 984 I 764 1.61 0.01 1.56 1.570 I I
Copper AL 7.0 9.2 1 82% 0.30 0.01 0.22 0.230 I I
Nickel S. 12.5- --- 789 1 324 0.14 0.01 0.27 0.280 I I
Lead S 25.0 34 I 814 1.02 0.01 0.11 0.120 1 I
Zinc AL 50.0 65 I 774 1.68 0.01 0.28 0.290 I I
Cyanide S 5.0 22.0 I 59% 0.09 0.00 0.05 0.050 1 I
Mercury S 0.012 2.4 1 86% 0.00 0.00 0.000 1 I
Silver AL 0.060 1.2 I 944 0.01 0.00 0.03 0.033 I I
Selenium S 5.0 20 I 804 0.19 I I
Arsenic S 50.0 360 I 804 1.93 0.00 0.01 0.013 1 I
Phenols S 0.5 1020 1 0.99 0.39 0.00 0.03 0.033 I I
psspsssspsmsmmum psssspsp A N A L Y S
IS RE
S U L T SllpSaOSOssisssssissspspssssssspsppfs
I I Monitor / Limit / Special Condition* I
'.Allowable Allowable' Predicted Predicted I I
I Effluent Effluent I on ACTUAL on PERMIT.' Actual Actual I INSTREAM MONITORING 1
Bkg 1 Conc. Conc. I Influent Influent I ACTUAL PERMITTED Daily Max. Mk. Avg. I Based on Based on I
Pollutant Conc. 1 CHRONIC ACUTE I Data Data I Influent Influent Effluent Effluent 1 Actual Actual I
(ug/1) 1 (ug/1) (ug/1) I (ug/1) (ug/1) I Loading Loading Data Data I Daily Max. Wk. Avg. 1
--------- -- ---- 1 -IMOWN- 1--------- I -------- --------- I -------- -------- ertaidatC.' S 1 8.194 7.333 I 0.000 11.504 I Limit I I
045:04 -' 8 1 204.839 4032.537 I 0.000 301.019 I Limit I I
Copper AL I 28.677 37.772 I 0.000 33.074 1 Monitor 1 I
o f 7' S I 51.210 3232.355 I 0.000 152.107 I Limit 1 1
"7 ' S 1 102.419 138.369 I 0.000 18.214 1 Limit I I
Zinc AL 1 204.839 266.454 1 0.000 53.285 I Monitor 1 1
afidaW7 S I 20.484 90.129 I 0.000 16.377 I Limit I I
ftgierny«n4 t
S I 0.049 9.832 I 0.000 0.006 I Limit I I
Silver AL 1 0.246 5.039 I 0.000 1.601 I Monitor I I
Selenium S I 20.484 81.935 I 0.000 0.000 I I I
Arsenic S 1 204.839 1474.839 I 0.000 2.125 1 Monitor I I
Phenols S I 2.048 4178.710 1 0.000 0.267 I Monitor I I

11 Ammonia/Chlorine Worksheet II
IIFacility: II
IlYanceyville WWTP Permit Number: NC0040011 11
IIReceiving Stream: Modeler: njb II
IICountry Line Creek Date: 10-Jan-92 II
II II
II I - II
1ISummer I II
11Nitrogen as NH3 (Residual Chlorine it
11 I II
11 7Q10 (cfs): 1.200 I 7010 (cfs): 1.200 II
II Design Flow (MGD): 109430 1 9 Design Flow (MGD): 0.450 II
II Design Flow (cfs): 0.698 I Design Flow (cfs): 0.698 II
II Stream STD Ong/1): 1.000 I Stream STD (ug/1): 17.000 II
IIBackground level (mg/1): 0.220 (Background level (ug/1): 0.000 II
II - INC (%): 36.759 I INC (%): 36.759 II
11Allowable concentration (Allowable concentration II
II of NH3-N (mg/1): 2.342 I of Chlorine (ug/1): 46.247 II
11 (Allowable concentration 11
IlWinter I of Chlorine (mg/1): 0.046 11
11Nitrogen as NH3 I II
II 1 11
II 7010 (cfs): 4.900 I 11
11 Design Flow (MGD): 0.450 I II
11 Design Flow (cfs): 0.698 1 11
II Stream STD (mg/1): 1.800 I 11
11Background level (mg/1): 0.220 I II
11 INC (%): 12.461 1 II
11Allowable concentration 1 1I
11 of NH3-N (mg/1): 12.900 I II
11 -11

TOXICS REVIEW
•
•
Facility: Town of Yanceyville NWTP
NPDES Permit No.: NC0040011
Status (E, P, or M): M
Permitted Flow: 0.45 mgd
Actual Average Flow: 0.15 mgd
Subbasin: R0A04
Receiving Stream: Country Line Creek
Stream Classification: NS-III
7Q10: 1.20 cfs
INC: 36.8 %
asssssssssssssssysass PRE T
REATME
I ACTUAL
I or
I Default ACTUAL
Standard Acute 1 Removal Allowable Domestic Industrial
Pollutant AL Criteria I Eff. Load Load Load
(ug/1) (ug/1) I 4 (#/d) (#/d) (#/d)
Cadmium S 2.0 1.79 I 92% 0.19 0.00
Chromium S 50.0 984 I 764 1.61 0.01
Copper AL 7.0 9.2 I 82% 0.30 0.01
Nickel S 12.5 789 I 32% 0.14 0.01
Lead S 25.0 34 I 81% 1.02 0.01
Zinc AL 50.0 65 I 77% 1.68 0.01
Cyanide S S.0 22.0 I 59% 0.09 0.00
Mercury S 0.012 2.4 1 86% 0.00
Silver AL 0.060 1.2 I 94% 0.01 0.00
Selenium S 5.0 20 I 80% 0.19
Arsenic S 50.0 360 1 40% 0.64 0.00
Phenols S 0.5 1020 I 0.99 0.39 0.00
asaasa:amummi•asasasa A N A L Y S I S RE
I 1
I Allowable Allowable) Predicted Predicted I
I Effluent Effluent I on ACTUAL on PERMIT.'
Bkg I Conc. Conc. I Influent Influent I ACTUAL
Pollutant Conc. I CHRONIC ACUTE I Data Data I Influent
(ug/1) I (uq/1) (uq/1) I (ug/1) (uq/1) 1 Loading
--------- -- ------ 1---------------- I -- ---------- I--------
qaiiaius# 8 I 5.441 4.870 I 0.000 11.489 1
hrosina S I 136.022 2677.774 I 0.000 300.618 1
Copper AL I 19.043 25.082 I 0.000 33.030 I
liia'itel;' S 1 34.005 2146.419 1 0.000 151.905 I
lialiai S 1 68.011 91.896 I 0.000 18.190 1
orinc AL I 136.022 176.937 I 0.000 53.214 1
aide S I 13.602 59.849 1 0.000 16.355 I
�iit> S I 0.033 6.529 1 0.000 0.006 I
SilverAL 1 0.163 3.346 ( 0.000 1.599 I
�
Selenium 8 I 13.602 54.409 1 0.000 0.000 I
Arsenic S I 136.022 979.355 I 0.000 6.367 I
1
Phenols S I 1.360 2774.839 1 0.000 0.266 I
,.

A
01/13/92
ver 3.0
NT DATA ---- sss�ss--- s-w EFFLUENT DATA --s
ACTUAL PERMITTED 1 I
Ind. + Ind. + 1 ACTUAL ACTUAL I
Domestic PERMITTED Domestic 1 Maximum Meekly I
Total Industrial Total 1 Daily Average I
Load Load Load 1 Value Value I
(9/d) (9/d) (9/d) 1 (ug/11 (ug/1) I
0.18 0.180 1 I
1.56 1.570 1 I
0.22 0.230 1 I
0.27 0.280 1 I
0.11 0.120 1 I
0.28 0.290 1 I
0.05 0.050 1 1
0.00 0.000 1 I
0.03 0.033 1 I
I
0.01 0.013 1 I
0.03 0.033 1 I
S U L T S ssoss-ssssis--- -sass----sssissisissmau----
Monitor / Limit / Special Condition* 1
Actual Actual I INSTREAM MONITORING I
PERMITTED Daily Max. Wk. Avg. I Based on Based on I
Influent Effluent Effluent 1 Actual Actual I
Loading Data Data I Daily Max. Wk. Avg. I
Limit I I
Limit I I
Monitor I I
Limit I I
Limit I I
Monitor I 1
Limit I I
Limit I I
Monitor I I
I I
Monitor I I
Monitor I I

Flla2z,3
• NPDES PRETREATMENT INFORMATION REQUEST FORM
FACILITY NAME: � cEy�u� idh/ci4 NPDES NO. rieooREQUESTER:
[�iAM4a L%/s DATE: /D 412i_21. REGION:
PERMIT CONDITIONS COVERING
This facility has no Sills and should not have pretreatment
language.
Please include the following conditions:
This facility should and/or .s dlay a
Pl iPretreatment P.
Program Developent
Phase I due / /
Phase II due / /
Additional Conditions
This facility is currently (attached)
Please include the followingY conditions:
a Pretreatment program.
Prograzn Iinplementation
Additional Conditions
(attached)
SIGNIFICANT INDUSTRIAL USERS' (Sills) OOrNTRI]BUTIONS
SIU F'IAiW -TOLL:
-COMPOSITION:
O. CV- ma)
METAL FINISHING: MGD
MGD
MGD
MGD
HEAowoxKs REVIEW
PASS
P ;THROUGH'
Cd
Cr
Cu
Ni
Pb
Zn
CN
Phen1
Other
RECEIVED:
DASLY LOAD IN LBS/DAY ACTUAL
C PERMITTBU INDUSTRIAL % OVAL
/ _/ REVIEWED BY:
12/5/31