NC0050342_Wasteload Allocation_19890208

NPDES DOCUHENT SCANNING COVER SHEET
NC0050342
Muddy Creek WWTP
NPDES Permit:
Document Type:
Permit Issuance
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:
February 8, 1989
This document is printed oa reuse paper - ignore nay
coateat oa the reverse side

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCoo5ct3 z )10-CE, VILA s
FACILITY NAME•
Facility Status: PROPOSED
(circle on.)
Permit Status: RENEWAL MODIFICATION UTIIPERWITED NEW
(circle on.)
Major v Minot_
Pipe No: vO
Design Capacity (MGD)• I5•O
Domestic (X of Flow): 7171
Industrial (X of Flow)-
Comments -
RECEIVING STREAM: ra116.14 }'ver
Class- . LQ5-d11.
Sub -Basin:
Reference USGS Qu d:
l7 ' (please attach)
County: ‘"5 - ! �ciablA
WiNre Gn \IS ae.-i-c.tpl ouf- iI
Regional Office: As Fa Mo Ra Wa Wi t, WS
(circle ewe)
Requested By: /44- -7Date:
Prepared By: t'((.(.a,
Reviewed By: d,
Date -
Date:
17/s/P-t
Modeler
Date Rec.
Ati.._ .
tzAsist)
46icrt A
Drainage Area (mil) Irj0-
Avg. Streamflow (cfs)• j t 9
7Q10 (cfs) `. Winter 7Q10 (cfs) ''``1 30Q2 (cfs)
Toxicity Limits: IWC ; - X (circle on.) Acute /
Instream Monitoring:
Parameters temIeadpPralure- berg! Crllirwn ice.) RN)'- NI-br
'
Upstream _L Location M /5 g
Downstream 7 Location 05 ( 1
f-regquencci: 3 hme.s per toeek- C/2 (5u,nmer C&c-epf Icced 2 'hole >
l Non-hk y rig txmi.er
Effluent
Characteristics
- {
MD, c-i v j •
BOD5 (mg/1)
3(-
NH3 N (mg/1)
NL
D.O. (mg/1)
NL
TSS (mg/1)
30
F. Col. (/100m1)
/000
pH (SU)
Le-9
IMO
rill
7.77,'
Comments: 'Wc(ornmend Jherd- !WY?'f0.4, G for /Cal

Request No.:4997a
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification�
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
City of Winston_Salem (Lower Muddy^.Ck�p�ant)
NCC) 050342
74% Domestic
Existing - Renewal
Yadkin River
WIS) III
030704
Davidso \uu /
' �u�.
- - - -- �x�'�
WSRO '-`
Lula Ha'/1s
12/5/88
D17NE
������U���E7
o�������x � ��
/ ^
9 |�N��w�
u=`�^�
�
Drainage ���'^° i
Summer�7Q10: '' cfs
Winter 7Q10: 837 cfs
Average flow: 1826 cfs
30Q2: 1102 cfs
RECOMMENIDED EFFLUENT LIMITS -
Wastefl�w (mgd):
BOD5 (mg/l):
NH3N (mg/l>:
DO (mg/l)�
TSS (mg/l):
Fecal coliform (#/100ml):
pH (su):
Toxicity Testing Req.: See Attached
...... ..... .... .... ..... MONITORING
Upstream (Y/�): Y Location: US 158
Dnwnstream (Y/N): Y Location: US 64
----------------------------- COMMENTS -----------------------------------
Recommend instream monitoring for coliform, DO, BOD5,
NH3 N, and conductivity. Monitoring should be 3 times per week in
summer and monthly in winter. Recommend effluent monitoring for cadmium
and lead.
'm
Recommended by:
Reviewed by
Tech Support Supervisor:
Regional Supervisor: �°
---/~�—
yN
Permits � Engineering: __�w��_
hLL
RETURN TO TECHNICAL
SERVICES BY:
K��� 97 1�O�
x���� .^"^

. ai
Facility Name 1a/ t -Zcdex L)er mu j Pk?J1/ Permit # NCOn-5(134z - pipe 00/
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 41. 0 % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarterly monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months of ,jan Apr Jul Or+ . Effluent
sampling for this testing shall be performed at the ITPD1 S permitted 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: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
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 altemate 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 564 cfs
Permuted Flow Iv.O MGD Recommended by:
IWC% '4.0
Basin & Sub -basin VAUDki
Receiving Stream `ban Rives
County Fnry
atk, a. CUL
Date I/4518t1
**Chronic Toxicity (Ceriodaphnia) P/F at 4,1%, JeveO pry Jul, Oct , See Part 3 , Condition . .

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO 5°3412-
FACILITY NAME- e n76 GU,.,s-Am —.s94rti
Facility Status: CIDUSTU G PROPOSED
(circle on.)
Permit Status: (RENEWAL MODIFICATION
(circle on.)
Major v' Minor,
Pipe No -
Design Capacity (MGD):
Domestic (% of Flow):
Industrial (X of Flow):
Comments: �
bOz � k.acu� c��s � /(414,. del
007-
UNPERNITTED NEW
RECEIVING STREAM: add, ertck
Class -
Sub -Basin- 03-07-64-
Reference USGS Quad:71)i)i`IE (please attach)
County- s `�',v►rkbvt
Regional Office: As Fa Mo Ra Wa Wi CWS
(circle .n.)
Requested By:
Prepared By:
Reviewed By:
Date:
• fdLa (A •• t i i Date:
'c'15/147
a/a l85
Modeler
Date Rec.
e
j
(1 P--
171 ';'
58
4'41611
Drainage Area (mil) L �
Avg. Streamflow (cfs)-
7Q10 (cfs) `Th Winter 7Q10 (cfs) .30Q2 (cfs) i`-
Toxicity Limits: 1WC X (circle ons) Acute / Chronic
Instream Monitoring: No -
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
Summer
Winter
BOD5 (mg/I)
10
.24/
NH3 N (mg/l)
4
/0
D.O. (mg/I)
5
5
TSS (mg/I)
30
30
F. Col. (/100m1)
/000
/000
pH (SU)
0-9611
-1
PLO
. ED
i
Comments• ?ecd amend eFF/vent me ,fOnfG 61' C4'l CI Cu Ni Pb
7.117raPmmmenci �fxzf divhr►r,v �i'Om Qoz f- p'zmrlfrrl nAcl) dukes
Q,v{mmP hL iin1Pf )hPn Ng_ Doi e.YI-rr,-) The. Mood e the_
yo,n gotALiof upon 4he oppi&ral of ate Liwe.cfvf 01 DW1.

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics
Monthly
Average
Daily
Maximum
Comments
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference

.`
�
.
Request No.x4997B
WASTELOAD ALL APPROVAL FORM
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
Winston-Salem (Lower Muddy
NC0050342002
74% Domestic
Existing - Renewal
Muddy Creek
C
030704 Drainage
Davidso' i Summer
WSR "�Winter
Lula Average
12/5/88
D17NE
RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd):
1,'.30D5 (mg/l):
NH3N (mg/l>:
DO Ong /l):
TSS (mg/l}:
Fecal coliform (#/100ml):
pH (su):
Summer
15.00
16
4
5
3O
1000
6-9
Toxicity Testing Req.: None
Upstream (Y/N): N
Downstream (Y/N): N
MONITORING
Location:
Location:
Ck - Pipe 002)
area:
7Q10:
7Q10:
flow:
30Q2:
186.5 sq mi
55.0 cfs
74.0 cfs
177.0 cfs
95.0 cfs
----------------------------- COMMENTS -----------------------------------
Recommend effluent mmvitcring for cadmium, chromiuu, copper, nickel,
lead, and zinc' G"� �p�CX�� tc �� �"^eyfr
^�� �� ���| ��� �� ��� ��o �`�`��n��r � ��� ���r^
. &"�
nn4f�� ��ns�hx- ��ff�' ��wC�uom� '^
Recommended by: �*
Reviewed by
Tech Support Supervisor: _
Regional Supervisor: _
Permits Engineering: _
�2�
Date:
Date:
RETURN TO TECHNICAL SERVICES BY:
��.�Eu��� � 1w�A�
wwu

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NPDFS PRETREAT/NIT INFORMATION REQUEST FORM
4
FACILITY NAME: W01.4 kv-\ �(� azwo NPDFS NO. NCO() 5 L
REQUESTER:
DATE: / / (9)--/ / ?i RFSION: IA/ LS
PERhttT CONDITIONS COVERING PRF.TREATMFNT
CGV
This facility has no SIUs and should not have pretreatment language.
This facility should and/or is developing a pretreatment program.
Please include the following conditions:
This facility is currently implementing a
Please include the following conditions:
Program Development
Phase I due / /
Phase II due / /
Additional Conditions
(attached)
pretreatment program.
Program Implementation
Additional Conditions
(attached)
IGNIFICANT INDUSTRIAL USA' (SIUs) CONTRIBUTIONS
SIU FILK4 - 'l01'AL:
- CO POSITION:
TEXTTT.F, :
METAL FINISHING:
OTHER :
MD
MJ
MGD
MGD
MCA
MGD
HEAM RKS REVIEW
PARAMETER
Cd
Cr
Cu
Ni
Pb
Zn
CN
Phenol
Other
I ns`s THaou‘ H DAILY LOAD IN LBS/DAY
ALLc» BLE DmmTc PERITI TED OCTU4 L % KFi�e AL
in Rot.
1.CD-
0 cQ
RECEIVED: / /
REVIEWED BY: RETURNED: / /

PRETREATMENT HEADWORKS REVIEW
Discharger:
Receiving stream. -
Stream Class:
7Q10:
Design flow:
Actual flow:
Percent industrial:
I WC
Pollutant Standard/AL
(mg/l)
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
0.002
0.05
0.015
0.025
0.025
0.05
0.005
0.0002
0.01
Total
Influent
Load
(lbs/day)
0.09
0.50
4.92
2.92
0.17
13.97
0.00
0.00
0.00
�
S
AL
S
AL
S
S
AL
(lbs/day>
76.63
547.47
282.77
118.85
144.58
683.45
37.42
4.88
511.44
Winston Salem Lower
Yadkin River
WGIII
554.000 cfs
15.000 mgd
9.84 mgd
26.00%%
4.0 %
Removal
Eff.
92%
72%
84%
37%
47%
78%
59%
86%
94%
Allowable
Load
(lbs/day)
76.72
547.97
287.69
121.77
144.75
697.42
37.42
4.38
511.44
Background
Reserve Conc
(mg/l
0
0.0063
0.005
0.0058
0.0067
0.0167
0
0
0
v2.0 (1/9/89)
Muddy Creek 01/25/89
Actual
Domestic
Load
<lbs/day}
0.000
0.000
1.020
0.000
0.000
1.970
0.000
0.000
0.000
Predicted
Effluent
Conc
(mg/l)
0.0001
0.0017
0.0096
0.0224
0.0011
0.0374
0.0000
0.0000
0.0000
Actual
Industrial
Load
(lbs/day}
0.090
0.500
3.900
2.920
0.170
12.000
0.000
0.000
0.000
Allowable
Effluent
Conc
(mg/l)
0.0497
1.0913
M 0.2533
M 0.4825
0.4611
M 0.8435
0.1241
0.O050
0.2483
1.1

-1^
,
~
Discharger:
Rece1ving stream:
Stream Class:
7Q10:
Design flow:
Actual flow:
Percent industrialI WC
Pollutant
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
Cadm1um
Chromium
Copper
Nickel
Lead
Z1nc
Cyanide
Mercury
Gilver
Standard/AL
<mg/l)
0.002
0.05
0.007
0.088
0.003
0.05
0.005
0.000012
0.00006
Total
Influent
Load
(lbs/day
>
0.09
0.50
4.q2
2.92
0.17
13.97
0.00
0.00
0.00
S
G
AL
S
S
AL
S
S
AL
Winstnn-Salem Lower Muddy
NC{N50342 Pt«�l
WSIII
554.000 cfs
15.000 mgd
9.84 mgd
26.00%%
4.0 %
v2.0 (1/9/89>
Creek 01/25/89
Actual
Allowable Domestic
Removal Load Load
Eff. (lbs/day) (lbs/day}
92% 76.72 0.000
72% 547.97 0.000
84% 134.25 1.020
37% 428.64 0.000
47% 17.87 0.000
78% 697.42 1.970
59% 37.42 0.000
86% 0.26 0.000
94% 3.07 0.000
Predicted
Background Effluent
Reserve Conc Conc
It.) S. /day) (mg/l) (mg/l)
--------- ------- - --------
76.63 0 0.0001
547.47 0.0063 0.0017
129.33 0.005 0.0096
425.72 0.0058 0.0224
17.20 0.0067 0.0011
683.45 0.0167 0.0374
37.42 0 A.0000
0.26 0 0.0000
3.07 0 0.0000
Actual
Industrial
Load
(lbs/day}
0.090
0.500
3.900
2.920
0.170
12.000
0.000
0.000
0.000
Allowable
Effluent
Conc
(mg/l>
0.0497
1.0913
M 0.0547
M 2.0467
L. 0.0852
M 0.8435
0.1241
0.0008
0.0015

~
p
**'PmpwCI
PRETREATMENT HEADW0RKS REVIEW v2.0 (1/9/89)
Discharger:
Receiving stream:
Stream Class:
7Q10:
Design flow:
Actual flow-n
Percent industrial:
IWC:
Pollutant
Cadm1um
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Gilver
Winston-Salem Lower Muddy Creek
NC0050842
WSIII
554.000 cfs
15.000 mgd
9.84 mgd
26.00%%
4.0 Y.
Actual
Allowable Domestic
Standard/AL Removal Load Load
(mg/l) Eff. (1bs/day) <lbs/day)
0.002
0.05
0.007
0.088
0.003
0.05
0.005
0.000012
0.00006
Total
Influent
Load
(lbs/day)
0.09
0.50
4.92
2.92
0.17
13.97
0.00
0.00
0.00
G
S
AL
S
S
AL
S
AL
92%
72%
84%
37%
47%
78%
59%
86%
94%
76.72 0.000
547.97 0.000
134.25 1.020
428.64 0.000
17.37 0.000
697.42 1.970
37.42 0.000
0.26 0.000
3.07 0.000
Background
Reserve Conc
(lbs/day) <mg/l)
76.63
547.47
129.33
425.72
17.20
683.45
37.42
0.26
3.07
0
0
0
0
0
0
0
0
0
Predicted
Effluent
Cc, nc
(mg/l)
0.0001
0.0017
0.0096
0.0224
0.0011
0.0374
0.0000
0.0000
0.0000
M
M
M
M
01/25/89
Actual
Industrial
Load
(lbs/day)
0.090
0.500
3.900
2.920
0.170
12.000
0.000
0.000
0.000
Allowable
Effluent
Conc
(mg/l)
0.0497
414 1.2
0.1738
2.1849
0.0745
1.2414
0.1241
0.0003
0.0015

PRETREATMENT HEADWORKS REVIEW v2.0 (1/9/89)
Discharger:
Rece1ving stream:
Btream Class:
7Q10x
Design flow:
Actual flow. -
Percent industrial:
%WC:
Pollutant
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
Winston Salem Lower Muddy Creek
Yadkin River
WGIII
554.000 cfs
15.000 mgd
9.84 mgd
26.00%%
4.0 %
Standard/AL Removal
(mg/l> Eff.
0.002 S
0.05 S
0.015 AL
0.025 G
0.025 S
0.05 AL
0.005 8
0.0002 S
0.01 AL
92%
72%
84%
37%
47%
78%
59%
86%
94%
Total
Influent
Load Reserve
(lbs/day) (lbs/day>
0.09
0.50
4.92
2.92
0.17
13.97
0.00
0.00
O.00
76.63
547.47
282.77
118.85
144.58
683.45
37.42
4.38
511.44
Allowable
Load
(lbs/day)
76.72
547.97
287.69
121.77
144.75
697.42
37.42
4.38
511.44
Background
Conc
(mg/l)
0
0
0
0
0
0
0
0
0
Actua1
Domestic
Load
(lbs/day)
0.000
0.000
1.020
0.000
0.000
1.970
0.000
0.00O
0.000
Predicted
Effluent
Conc
(mg/l)
0.0001
0.0017
0.0096 M
0.0224 M
0.0011
0.0374 M
0.0000
0.0000
0.0000
01/25/89
Actual
Industrial
Load
(lbs/day)
0.090
0.500
3.900
2.920
0.170
12.000
0.000
0.000
0.000
Allowable
Effluent
Conc
(mg/l)
0.0497
1.2414
0.3724
0.6207
0.6207
1.2414
0.1241
0.0050
0.2483

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Oct.) - 7.- /5 M6D - 23,25 c
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2eddcc
a.f _ 0_xthL erd,

Pollutant
Cadmium
Chromium
Copper
Nickel
Lead
Z1nc
Cyanide
Mercury
Silver
Cadmium
Chromium
Copper��-\
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
PRETREATMENT HEADWORK'S REVIEW
Discharger:
Receiving stream:
Stream Classx
USGS Zone:
7Q10:
Design flow:
Actual flow:
Percent industrial:
IWCIO ...
Standard/AL
(mg/l)
0.002
0.05
0.015
0.025
0.025
0.05
0.005
0.0002
0.01
Total
Influent
Load
(lbs/day)
0.07
0.47
1.74
0.15
0.14
2.71
0.00
0.00
0.00
S
G
AL
8
S
AL
S
8
AL
City of Winston
Yadkin River
W8III
1
548.000
15.000
9.54
26.0
4.1
cfs
mgd
mgo
%
%
Salem
01/13/89
Actual Actual
Allowable Domestic Industrial
Removal Load (a) Load Load
Eff, (lbs/day) (lbs/day) (lbs/day)
92%
72%
84%
37%
47%
78%
59%
86%
94%
75.85 0.000 0.070
541.75 0.000 0.470
284.42 1.020 0.720
120.39 0.000 0.150
143.10 0.000 0.140
689.50 1.970 0.740
37.00
4.33
505.63
Assumed
Background
Reserve Conc
(lbs/day) (mg/l
75.78
541.28
282.68
120.24
142.96
686.79
37.00
4.33
505.68
Predicted
Effluent
Conc (b)
(mg/l)
.... ... _....
0.003 0.0001
Allowable
Effluent
Conc (c)
(mg/l)
-------~
0.0063 0.0017 ~- 1.0800
0.005 0.0035 0.2507
0.0058 0.olx~- 0.4775
0.0067 0.00091016 0.4568
0.0167 0.0075 0.8349
0 0.0000 0.1228
0 0.0000 0.0049
0 0.0000 0.2457

Pollutant
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
PRETREATMENT HEADWORKS REVIEW
Discharger: City of Winston Salem
Receiving stream: Yadkin River
Stream Class:
LS GS Zone:
7Q10:
Design flow:
Actual flowx
Percent 1ndustrial:
IWC:
Standard/AL
0.002
0.05
0.015
0.025
0.025
0.05
0.005
0.0002
0.01
Total
Influent
Load
(lbs/day)
0.07
0.47
1.74
0.15
0.14
2.71
0.00
0.00
0.00
S
S
AL
S
S
AL
S
8
Al.
No 00°1�J�� |/0�/l- Kyl�/l/t°x�
WSIII
1
548.000
15.000
9.54
26.0
4.1
cfs
mgd
mgo
%
%
Removal
Eff.
92%
72%
84%
37%
47%
78%
59%
86%
94%
Reserve
(lbs/day}
75.78
541.28
282.68
120.24
142.96
686.79
37.00
4.33
505.63
Actual
Allowable Domestic
Load (a> Load
(lbs/day) (lbs/day)
_........ ...
75.85 0.000
541.75 0.000
284.42 1.020
120.39 0.000
143.10 0.000
689.50 1.970
37.00
4.33
505.63
Assumed
Background
Conc
0
0
0
0
0
0
0
0
0
Lt(((_d,
Predicted
Effluent
Conc (b)
(mg/l)
0.0001.cmz
~m
0.0017'
0.0035'm�
0.0012.»''
0.0009mw
0.0075
0.0000
0.0000
0.0000
01/09/89
Actual
Industrial
Load
(lbs/day)
0.070
0.470
0.720
0.150
0.140
0. 740
Allowable
Effluent
Conc (c>
0.0491
1.2285
0.3685
0.6142
0.6142
1.2285
0.1228
0.0049
0.2457

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NPDES PRETRFAT? F TI` INFORMATION REQUEST FORM
FACILITY NAME:
j�� (c6 //%;e„�, �, NPDES NO. NO)0 � 02
REQUESTER: 24/41L -74 , DATE:
/ / z9/ 41) REGION: .4214.,
_
PERMIT CONDITIONS COVERING PRFTRFATMFNT
This facility has no SIUs and should not have pretreatment language.
This facility should and/or is developing a pretreatment program.
Please include the following conditions:
Program Development
Phase I due / /
Phase II due --FT/—
Additional Conditions
This facility is currently implementing.a pretreatment program.
Please include the following conditions:
i/ Program Implementation
Additional Conditions
(attached)
SIGNIFICANT INDUSTRIAL USERS' (SIUs) CONTRIBUTIONS
SIU FLOW - J OiAL :
- COMPOSITION:
TEXTILE:
METAL FINISHING:
OTHER: (1 Q , D 5
as
MGD
MGD
MGD
MGD
MCD
HFADWDRKS REVIEW
PARAMETER DAILY LOAD IN LBS/DAY
ALI ownE DcriE Tic PERMITTED
c " (�
Cu v► 7-
Ni
pb O. 1 L
zn /.7
CN
Phenol
Other