NC0024945_Wasteload Allocation_19910506

NPDES DOCUMENT SCANNING COVER SHEET
NC0024945
Irwin 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
Draft Permit
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
May 6, 1991
This document is printed on reusce paper - ignore any
content on the reYerse side

a
� t j
I PDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0024945
PERMI I"1'BE NAME: CMUD / Irwin Creek WWTP
Facility Status: Existing
Permit Status: Renewal
Major .N1
Pipe No.: 001
Minor
Design Capacity: _ 15.0 MGD
Domestic (% of Flow): 78.2 %
Industrial (% of Flow): 21.8 %
Comments:
Pretreatment information attached.
RECEIVING STREAM: Irwin Creek
Class: C
Sub -Basin: 03-08-34
Reference USGS Quad: G 15 NW
County: Mecklenburg
Regional Office: Mooresville Regional Office
Previous Exp. Date: 8/31/91 Treatment Plant Class: 4
Classification changes within three miles:
none
Requested by:
(please attach)
PLOTTED
Rosanne Barona Date: 3/15/91
Prepared by: V
Reviewed by:
c
Date: (1 . f
Date:
Modeler
Date Rec.
#
SMrJ
3` tS h l
(o l i-k 1
Drainage Area (m'y ) ,1 1 Avg. Streamflow (cfs): 3
7Q10 (cfs) 90 Winter 7Q10 (cfs) rz rye, 30Q2 (cfs) qq0
Toxicity Limits: IWC g1/43 % Acut Chronic
Instream Monitoring: At recommend Ind -ream rntruiten r 7arx
@t�Qnide, tyNer jock uptilre r) iddu nsfrears 5 iochar r-.
Parameters Temp I) Cr r,rlvchwh,lF2caf CaLkrn pH, le NN3'T ,
NOs,, opho5c*brus ' r r
Upstream I- ii n�,on Location oinet � upptrrrr. c 11
ar CC. al A Loocd !-d
Downstream 2 /oeahon.5 Location x r ors Ford Rd 4
freVenLy: W . :rih,31Tr ,n J. oDv .�rimna P,u & fairnU. r
Effluent
Characteristics
, •
&,n,,,,,r W,nfkr
thecfwe 411115
<Svmmer lf,ryfr.r
BOD5 (mg/I)
`
10- (L00)
30
5
►O i m -
NH3-N (mg/1)
8' Cm)
18
l
Z
D.O. (mg/1)
5 clu)
0
Cs?
(9
TSS (mg/1)
30
3D
15
15
F. Col. (/100 ml)
2lJ0
2DD
2Dt)
k 200
pH (SU)
(9.-ar
Le-q
Cp-g
, c—q
WRN Abe
Toy /re&
loth/ Ar_c
1s l mau
Chlorine, (-1451t)
Ccdrrkurn
rL
a.4
rlt
(s.1
0.4
at
t2• 1
Till
Chromium C 1e)
NiCke.1 ( /)
LE
107
22�
".128
Ill
10"7
224
423
Lend Gu ti)
C/ianidt
30
tit, t
'%I
i
3b
Is.I
41
�i
1-i4-IaIIim,1-3 CIFedWC.
a[amm0111 eta/u
IY1r5n,-nnnG
111192.
Fbr
Cnoper
7.irY Sih
Comments: A lm,(ohm Ca nr,
Cer)135
Dr 41htg5 )
er
J
ehchc.0 ed fbc ,Srvne cr,damefrrl.
Q1.5 L5Anvil r • Iggq) 3(u0,1E1- i 5)
wQ� L.- 10Q
Lip ,.-1 laGWi + d (.' ,10 b
q

NPDES PRETREATMENT INFORMATION REQUEST FORM
FACILITY NAME: 04U 01 — 'wA1 ogee{ NPDES NO. NCOO t- a L� 5
REQUESTER: Qete tki.00LLA. DATE: 6/ d / cp1 REGION: t vesJil(e
PERMIT CONDITIONS COVERING PRETREATMENT
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 / /
Additional Conditions
(attached)
This facility is currently implementing a pretreatment program.
Please include the following conditions:
V Program Implementation
Additional Conditions
(attached)
SIGNIFICANT INDUSTRIAL USERS' (SIUs) CONTRIBUTIONS
SIU FLOW - TOTAL:
- COMPOSITION: 'TEXTILE:
METAL FINI
OTHER •.
F000t
HEADWORKS REVIEW
PASS
PARAMETER :THROUGH
i
i
Cd
Cr
Cu
Ni
Pb
Zn
CN
Phen l
Other
1. 4,o
4111.1,0
NGD
MGD
MGD
'MC0
O' • wG/,�/}�) •MGD
O. 04700 MD
c. o62,0 MGD
o.ot1 M60
o.o Ioo M6& (0015
D. e)1----r5. M6t9
DAILY LOAD IN LBS/DAY ACTUAL
DOMESTIC PERMITTED INDUSTRIAL % REMOVAL
•Y6 CIE
�a4k
LIMO
itk 3443q
q.3255
0.35 * 1..1163 0.2fe
RECEIVED: 3 / %p / ql REVIEWED BY: A/Vbt st-eIXH.f : 5 / 12/

IRWIN CREEK WWTP PERMIT SUMMARY DATA
MAXIMUM MONTHLY AVERAGE POUNDS
I.U.NO. I.U.
MARCH 1, 1991
FLOW,MOD #BOD HISS #Cd #Cr #Cu #Cn #Pb #Ni #Ag fan
1 0096 AAA METAL FINISHING, INC.(�0.0160• 31.36 33.36 0.0347 0.2282 0.2762 0.0867 0.0574 0.3176 0.0320 0.0987
2 0418 ABC INDUSTRIES ,__,_j t w• 0.0050 • 9.80 10.43 0.0292 0.1668 0.1126 0.1126 0.0167 0.1084 0.0292 0.1084
3 0150 ALLIED METAL FINISHING 640•'L. 0.0010 ' 1.96 2.09 0.0058 0.0334 0.0225 0.0083 0.0033 0.0217 0.0058 0.0217
4 0117 ALLBEV INC. Rebel0.0200 • 195.99 42.53 0.0080 0.0500 0.0800
5 0050 ALLWASTE TANK CLEANING bona) ' 98.00 56.00 0.0020 0.0100 0.0100 0.0080 0.0100 0.0200 0.0200
6 0684 AMERICAN BAKERIES 0.1200 • 1175.94 1251.00 0.0500 0.0500 0.1500 0.0800 0.0500 0.2000
7 0201 AMERICAN CRANKSHAFT tuGe144 a I0.0020 • 3.92 4.17 0.0010 0.0060 0.0070 0.0330 0.0180 0.0080 0.0010
8 0060 ARATEX e.is.•Mw. I.1,..• 11 0.0460 • 450.78 479.55 0.0300 0.2200 0.5800 0.4800 0.0800 0.0200 0.3800
9 0633 BASF-CHEM. DIV. /f)C-P5F 0.0920• 349.00 175.00 0.0400 0.0700 0.2100 0.1700
10 0129 BENDIX VOA: L .�. • 0.0300 • 87.57 83.30 0.0175 0.4278 0.0518 0.0250 0.1076 0.0375 0.0600 0.3703
11 0637 BIGGER BROS. • ) w..k 1.v4.4 0.0230' 201.60 47.96 0.0100 0.0200 0.1000 0.1000 0.0300 0.0900
12 0052 BROWNING FERRIS CO. T.A4e11,11 14 0.0050• 49.00 52.13 0.0030 0.0080 0.0300 0.0300 0.0080 0.0020 0.0600
13 0509 BURRIS CHEMICAL Gl .,'e41-t 0.0015. 15.00 16.00 0.0030 0.0300 0.0030 0.0500 0.0200 0.0100
14 0073 CAPORALE ENGRAVING '•� 0.0040* 7.84 8.34 0.0020 0.0570 0.0030 0.0030 0.0050 0.0080 0.0070
15 0142 CAROLINA COATINGS 0.0040 • 12.00 8.00 0.0008 0.0100
16 0665 CHARLOTTE PIPE & FOUND. 0.1876 ' 367.68 391.15 0.4690 0.1560 0.0920 0.1510 0.0790 0.2150
17 0284 CHARLOTTE STEEL DRUM D' ' 11 �1; 0.0100 • 98.00 104.00 0.0020 0.0360 0.1100 0.0500 0.0060 0.0020 0.1080
18 0202 CHEROKEE RESOURCES, INC. 1040, 0.0100 ' 98.00 20.85 0.0042 0.0125 0.0167 0.0334 0.0417 0.0021 0.0417
19 0700 CHIC HOSIERY " ('�k-( 0.0270 • 168.43 56.30 0.0060 0.0180 0.0360 0.0470 0.0520
20 0659 COCA COLA Fez.v0.3050 * 2988.85 653.93 0.0500 0.1300 0.2500 0.3100 0.5100 1.2700
21 0300 COLONIAL YARN -1- x T •( a 0.0050' 41.70 10.43
22 0152 CONAGRA TURKEY CO. rripnot 0.0960• 352.28 200.16 0.0400 0.0600 0.4200
23 0118 CONSOLIDATED COIN CAT. r 0.0120 • 110.00 46.00 0.0025 0.0200 0.0100 0.0250
24 0186 CONSOS INC. G14.00. • s 10 • 9.80 4.17 0.0004 0.0004 0.0008 0.0040 0.0004 0.0030
25 0203 CORMIX CONSTRUCTION CHEM. Oi.* ' •.' • 30. 29.40 12.51 0.0188 0.0125 0.0225 0.0170
26 0147 CULUMUS FIBERS INC. T9LTi 1'e 0 0 40. 170.00 152.00 0.0100 0.0500
27 0128 DATASOUTH COMPUTER 13. 50 . 10.00 10.00 0.0010 0.0030 0.0050 0.0010
28 0180 DUKE POWER C. ,, k.1 0.0120. 45.04 30.02 0.0030 0.0100 0.0200 0.0200 0.0080 0.0300
29 0102 EARTH GRAINS art:- •i 0.0400' 392.00 313.00 0.0200 0.0670 0.0500 0.4700
30 0132 ECKERD DRUG ) �1 0.0250► 146.00 52.00 0.0100 0.1200 0.0300 0.0200 0.3130 0.0370
31 0121 ECKO/OLACOINC.+nC ! ph ,r 0.0r• ( 41.00 42.00 0.0080 0.2400 0.0250 0.0080 0.0200
32 0183 FLEMING LABORATORIES INC. ''1�'611U 107.79 22.94 0.0060 0.0200 0.0500 0.0900 0.0700 0.0700 0.0060 0.1600
33 0110 FRANKLIN WTP life-^ (d...•- 0.8000 • 333.60 6672.00
0.0530 1.6680
34 0103 GLIDDEN CO. 114.p,,.,..+.`c,/.14 0.0370' 92.00 77.00 0.0150 0.0280 0.0800
35 0189 GODLEY AUCTION CO. 0. 20' 3.92 4.17 0.0008 0.0017
36 0199 HERITAGE ENVIR. SERV. • 441.00 94.00 0.0190 0.0600 0.0800 0.1500 0.1900 0.0090 0.1900
37 0404 JONES CHEMICAL Ckt.ew. iG4. 0.0200' 119.26 41.70 0.0300 0.0800 0.0800 0.2500 0.1700 0.0500 0.0800
38 0309 K & W INDUSTRIES 7-0' k 0.0400. 95.08 83.40 0.0167 0.0500 0.0367 0.0167 0.0364
39 0696 KOLORTEX CORP. 0.1000 • 196.00 209.00 0.0400 0.2100 0.0900 0.1300
40 0099 KRAFT INC. DAIRY GROUP 0.0500 • 490.00 521.00 0.0200 0.0750 0.1000 0.0500
41 0101 KRISPY !CREME .0190 • 186.00 198.00 0.0080 0.0130
42 0127 LUNDY FINANCIAL .r .E� •� 0050. 10.00 10.00 0.0010 0.0010 0.0020 0.0020 0.0020 0.0020
43 0058 NATIONAL PLATING CO. 1 _ i - 0.0050 • 9.80 10.43 0.0292 0.1668 0.1126 0.0417 0.0167 0.1084 0.0292 0.0542

.52 0106 STANDARD UNIFORM (004. ih.c.ACity 0.0240 150.00 163.00 0.0100 0.0300 0.1800 0.2800 0.0280 0.0100 0.4400
53 0675 STORK SCREENS V'-T' 0.0820 • 160.71 170.97 0.1800 1.1700 0.2100 0.4400 0.2900 1.4900 0.1600 0.0700
: 54 0029 TEXTILEASE CORP. (t,,,n,,.... LL... ,0.0450' 291.00 204.00 0.0200 0.1200 0.1200 0.2600 0.0490 0.0450 0.2800
55 0125 TRANE SERVICE FIRST .A., 0.0200• 100.08 41.70 0.0250 0.2852 0.1051 0.1084 0.0717 0.0250 0.0400 0.2469
56 0141 UNITED COATINGS P _ 0.0040. 39.00 42.00 0.0020 0.0100 0.0150 0.0200 0.0070 0.0040 0.0690 L
57 0111 VEST STATION WTP Lr it l 0.6150 ' 256.45 1795.19 0.0410 1.0260
58 0624 VIRKLER CHEM. .,,,,, cy. 00..04450. 440.98 93.83 0.0200 0.0300 0.0300 0.0400 0.0900
59 0145 WEYERHAEUSER PAPER CO. � •+ . • L'8 0150' 98.00 132.00 0.0080 0.0150
60 0051 WINSTON CONTAINER ,` f' 0.0030' 29.00 8.00 0.0010 0.0050 0.0300 0.0100 0.0020 0.0010 0.0400
61 0533 WORTH CHEMICAL s 0.0150' 90.00 31.00 0.0100 0.0300 0.0200 0.1200 0.0500 0.0200
TOTAL: ? 3.3321 11757.44 15308.32 1.5851 5.0909 4.7201 1.5196 3.7439 4.4961 1.8153 9.8110
#'S ALLOWED CED C. CtV PL6 A -
BY HF.ADWORKS 13039.36 16255.43 1.7700 19.8300 6.1300 0.0000 9.5700 5.1700 16.0700 11.0300

1ne dab byscem monuay, 1'laL(:.il 11, .L'91
4
NPDES=NC0024945
Variable
Sum
PIPE
TYPE_
_FREQ
MCDL
MCRL
MCUL
MNIL
MPBL
MZNL
MCNL
MHGL
MAGL
MAS
MPHENOL
MFL
BODL
CODL
TSSL
MFLOW
61.0000000
0
380.0000000
0.5085632
6.4988272
19.9705479
2.7540600
3.0645899
9.3254801
0.0421587
0.292 6913
0.0020516
29413.07
84733.37
12518.10
2.4011308

{
CHARLOTTE
March 4, 1991
Mr. M. Dale Overcash, Supervisor
NPDES Permits Group
Division of Environmental Management
Department of Environmental, Health,
and Natural Resources
P.O. Box 27687
Raleigh, NC 27611-7687
Re: Request for Renewal and Expansion of
NPDES Permit NC 002495 2'f5YS'
Irwin Creek, MECKLENBURG
Dear Mr. Overcash:
The Charlotte -Mecklenburg Utility Department proposes to improve the ability of the Irwin Creek
Wastewater Treatment Plant to treat its influent wastewater and thus improve the quality of effluent
discharged to Irwin Creek with the resulting improvement of the quality of the receiving stream.
We have enclosed the standard form A application and the processing fee in the form of a check for
the required renewal and expansion of the permit. This check is in the amount of $1200 and is
intended to cover also the processing fee for the McAlpine Creek and Sugar Creek Plants,
applications for which are being sent under separate cover.
CMUD requests a schedule for metals (cadmium, chromium, nickel, lead, and cyanide) with
monitoring only from the date of issuance until December 31, 1992. Effective January 1, 1993, and
lasting until the expiration of the permit, the following effluent limitations for the heavy metals will
be applicable:
Weekly Avg. Daily Max.
Parameter (u}!1) (iig/1)
Cadmium 2.4 6.1
Nickel 107.0 428.0
Lead 30.0 41.0
Cyanide 6.1 21.0
Chromium 61.0 224.0
Administration Division ' 5100 Brookshire Boulevard Charlotte, NC 28216 704/399-2221
Charlotte -Mecklenburg Utility Department

Mr. M. Dale Overcash, Supervisor
March 4, 1991
Page Two
CMUD proposes to increase treatment capabilities of the Irwin Creek Wastewater Treatment Plant
and, upon completion of construction of the facilities and calibration of equipment, the plant will meet
and be limited to 5.0 mg/1 CBOD5, 1.0 mg/1 Ammonia (NH3 as N), 15.0 mg/1 Total Suspended
Solids, and other limits as appropriate to become effective April 1, 1995. We further propose that,
during permit preparation, that appropriate winter limits be included. Toxicity limitations will remain
as issued, but with the understanding that DEM will modify these limitations upon request based on
modifications approved by the Director as per the Ad -Hoc Committee recommendations.
Should any questions arise concerning this application, please contact Henry Forest at (704) 399-
2221.
Very truly yours,
Charlotte -Mecklenburg Utility Department
Director
JCS/nct

Preliminary Schedule
CMUD Wastewater Treatment Plant Expansions
Task
Year
1991
1992
1993
1994
1995
Month
JF
MA
MJ
JA
SO
ND
JF
MA
MJ_
JA
_ SO ND
JF
MA
MJ
JA
SO
ND
JF
_
MA
MS
JA
SO
NIY
JF
MA[ MJ
JA
SO
ND
;Mc,Alpme
Creek
.
A
A
.
Planning
Predesign
Design
Bidding
Contract Award
Construction
Operational Startup
Sugar Creek & Irwin Creek
Planning
Predesign
Design
Bidding
Contract Award
Construction
Operational Startup
I
I
I I
I
•I

i
J
/�G�eek
/...rt--/\ PC
` f--
}
Discharge`
Serial
Number
001
0
m
O
•o
O
L
0
CO
Creek
•rr�_`-\-j
r
1
Y
N
v t `
1 U
' 1-A
�, ,
PINEVILLE
v\\
\ MCALPINE CREEK
\ WASTEWATER /
\•
TREATMENT
• PLANT
Q\ '
i \
J`�
MINT HILL

STANDARD FORM A —MUNICIPAL'
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
FOR AGENCY USE 1
I
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descr,p•
llon. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow (in then..
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult :.sole
III for standard measures of products or raw materials. (see Instructions)
1. Major Contributing Facility
(see Instructions)
Name 401a
Number& Street
City
County
State
Zlp Code
2. Primary Standard Industrial
Classification Code (See
Instructions)
1. Principal Product or Raw
Material (see Instructions)
Product
Raw Material.
4. Flow Indicate the volume of water
discharged into the municipal sys.
tem In thousand gallons per day .
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
40fla
406b
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
40S
Charlotte Pipe & Foundry
1335 S. Clarkson St.
Charlotte
Mecklenburg
North Carolina
28
3321
Quantity
187 thousand gallons per day
❑ Intermittent (Int) ['Continuous (con)
[FYes ❑No
SEE HEADWORKS DATA ON BACK OF SHEET
•034
4n
Parameter
Name
Parameter
Number
Value
Units (See
Table III
GPO 865.706
This section contains 1 page.

• tNFORMATt;;`: ri1
IRWI,1 CREE
•
T;40:Vi.
FLOW
(6D)
POL
AND NE
CHARGE i:.NV 1 1 UTAN r':L'i.:::T�t]TTr'�••^, (MOIL:
1 ii I �lrlii,ni}� POLLUTANT 1 nnT StLI•v L!\ 11i:7 t a`rltJ 1.11./
NAME i•1M
IiJ�♦ MAME
T7 E NAM` NAME NAME NAME NAMEC:At 'L^Cl
ELTON
3L• I V w. NE1.il.A . CEL _ _ .D a
5 37. 3Z. 21. 5
52
q.
0.009 0.002 0.00E4 0.030 0.007 0.044 23
ROD TSS 4 \ .+ , �3. v i 23.000 44.000 40. r} 0 32 000
JJ 754.000 7.000 9.000 0 ,L 391.000.s,....,
NH3 -1.000 * 19• 000 26.000 .4. C�}!} 14.000 .329. 000
I1' „_ -1.0:9 * -1.000 * -1.000 * -t 09 -1.000
CD V.4�J ' ,\ �^�• 0.025 a•G.•/ *� _� lil�A *
0.025 .025 0.025 0.0250.025 a2T
CR =:.1 v2 0.209 0. _J.;S CTI .0• 423
S.580 1.,.30 0.049
CU 0.3770.234 23 0. Oti5 0.1, 4
1,� G. 237 0.049 5.020 0.041 0.313 2
CN 0.•/�1 0.13 r. f !ti � I.:c�•
P9�.010 0.012 0.015 0.015 0.043
0.322 0.055 0.1:6 0.056 0 S7� 0.139 •G00
t�• J 9 f
1\S-1.000 { • li,\A -S .'.\I •J J 0.210 `1 aiVli
-1.000 * 1.00) _-1.000
NI i.CcO 0.04' ri ft -1.000 * • -1.000 *-I.CV", * -1.000 *
AS 0.030 0.023 �. T1+0 0.084 0.1!}2 0.029 0.320 0.074
IN 0.405 0.251 ,,, 0.0250.0;/a 0.025 0.0�9 0.043 0.041
PHE-1.000 _ f,.,,i 0. „7 2.170 0.335 0.231 0.430 51. 900
PH-1.0001.::. * -1,000 * -1.000 * -1.000 * -1.000
-1.000 * * -1.000 * -1.000 * � *-1.000 * 0.1.;, *
•00
9C-1.000 -1.000 * -1.000 - 0• -1.000 *-1.G�': * -1.050 }
SE -1.000 *-•.•.:0 * -1.000 * -1.000 * -1.000 *-.1.000 * -Leo *
.:'n: * _, .:r+0 * -1.000 * -1.000 * -1.000 * 000 * -1.000 .
POL
DOD
TSS
NH3
CD
CR
CU
Clt
P9
HG
5I
AS
iY
HE
G'
u
NAME
C/NI.••I U
3.379
56.575-
-1.000 *
0.002
0.010
0.02S
0.006
0.024
-1.0:'0
0.091
0.002
0.0
_ 1 0,,:\
-1.C10
4 - [EF. L? L'IT••
:•V:FtE; AND VLLUTha7 LOADINGS POUNDSIDY
• M_ NAr„ NAME NAME NAME 1:�•
NAME NAME
:'.ECL„S ST3-r. PNE(MA EXCEL 7) _
/ � 11 11ii`ii�l� ?ELM; T�j6
CL /1.1
7.673
49.9072.302 31.525 2.569 t^c 3632.262 6.305 .006 143•481
.000 * 4.754 1.518 34.494
-1.000
* -1.000 * -1.000 * -1.000 *
-10
.Cu
06
00
0
4
0.005 0.3:3:.7,/0 0.001 0.0?9
..00: 0.0.016
0.060 1'776�.a6J 1.396 0.no9 0.018 _1L}fi.'i� ^.iv�G £0.297 0.015 0.C/8r411 0.007 0.003 0.001 0.00.
4.534
0.21
• * -1.. 0 -1 ,►,\0
av
I. vi`1 7. 3 �+ .00 *-1.000 -a. ��:r �) -1.000
1.,-� Q./Qaa 0.006 G 011
••`!•,�•� 0.064
0.01L �I.I.i11;J h 001 ^•;1 + 0.06:.�• 11V
' J J• L V. /1 �� 1.1
0
-! . ivy * _1 .\!.. li.,. .. �� 9v
1.0 /0 * -1.0•: • ; -1.000 * -1.000
_:.I. P, Z _1 r,i•r •• • _1�I•t'(I = 0.324 t
vJ. 1.• :••J ! -1.000 ! -1.000 1 -1.000 { -+
/ 1.00'; .I/.. + -1.*00 * -1 1;00 i -! :0
♦ - 1 .'y
..000 .ti•%v ! -I.! :'!) = -1.0 0 f r.i.r

. FOR AGENCY USE I
—1
STANDARD FORM A --MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip•
Lion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in tho.;.
sand gallons per day). and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult : able
III for standard measures of products or raw materials. (see Instructlons)
1.
Major Contributing Facility
(see Instructions)
Name
Number& Street
City
County
State
21p Code
2. Primary Standard Industrial
Classlflutlon Code (See
Instructions)
3. Prindpal Product or Raw
Material (see Instructions)
Product
Raw Maternal
4. Flow Indicate the volume or water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter.
mittent or continuous.
5. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
406a
406b
401a
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
Al1Bev
3936 Corporation Circle
Charlotte
Mecklenburg
North Carolina
28
2086
Quantity
54
thousand gallons per day
0 intermittent (Int) 0Continuous(con)
❑Yes ONo
SEE HEADWORKS DATA ON BACK OF SHEET
4034
4n
Parameter
Name
Paramot er
Number
Value
IV•I
Units (See
Table 111)
This section contains 1 page.

1
raFu.F•}:fT ice.%
1341 i MEEK ....,
...�._ ..ate 11:iD DISCHARGE POLLUTANT _„ANT CLiliCE117^.R ENE
n...nldiyii}_l
NAMEN;;ME 1
AME NAME NAN':
1'.
3. �. 27. I'J: ERT13A r./3�'.••
.nn
FLTs - 18. 2.
aOL
SOD TSB .)3 46 .:00 R75.000 2500' ;'0f T - _
.�. of ;.. •T. .•1 :,1 �i• 1_Y
NH3S-a 0001_� :vo 354 .000 R550.0O0 * =1=C 000 J E,. a.::.00 10''7. 00
.r � vyV * -t.v 0 } n "t-�v. •\ r•J.. ... .tli U fhf I�.:.,�
CD 1 -1.000 _ -, 000 1 •000 * C
fl=v 1. • I * f.i
PO
Cl! ,} `12S 0.250 0.025 r'. �'.J V.*Jr0 n r.
0.025 n.290 0. :.,.�
0.060
NJ-1.�C00 * -1. 00 ! -1 000 0.160 li. _1 0.05ti :1. 1:'J 0..{!-
11 v.lirf l .; s.' CI nqn P n^C -1.000 a -1.000 } -1.000
r ,050 0.325 r 5:c . .025 *
..0:•0 • -1.000 00:1 J 1. 1 1.00„
' v.-.•...• i.2':S 0.150 ,� n -1. v ..v * -1.171!; * -1 r•rn }
`.. `_ 2.220 263 ^ 0.620.
JV
;+ rlrl { . + 7l 0.530 AS
.00 i -1.000 * _1 :;.i. * r
: -1.0:0 + -1. C0 * -1.000 * -MOO i _1, v * -1. 0 * -1.000 t
C^ _1 rnn { -i.. } -2• i -1.400 * .... -.. :!'!' * -i..ri `t�;i } rui
_1 .00
-1.000 -1.000 = -1.... + -1.000 . t
MAME
__ i;AiiE
t•�t��r
Yv: AGR 1CFsA T nSFn M Y,a CRT__,.
�..1
PDL
NAlC
.P+yReC'.ii:.
NAME Y; NAME
HT -EA?: L'3CCLa =11 7c-:1
•C.
E.DD 233.011 v0Z1.l - .544.539 321.090 ^ _
TSS 1Y7.0f�- VVY.� CLS 539 .L_I Q Vil -.1?
TSS-1."''i: } _1 •'•• V1.t"%' r.=.3_T } J1393.42V ,,11r 25: •- -' ._5,3
CO11 1.0-1.0:03 * -1.000 _ -1 ;1,0:..0
C3 0.004 0.00 0• » 0.001 -i.,-- _j.(;';;D
0.01
1.275
CJ 0,'lTi 0.019 �; Iv.e n f+
0.027
C" -1.000 } J. l'4 0.1'. , n 134 1
;.: is-1.1,00 000
1,5 -2 C'; n391 T
111 J-1.000° C'.1.
• 0.054 } -1.1,0 } -1.: 0 i -1 ni.:. * 000
:t13 J.309 r1 f. 1.55: f -1. .ti r' f
S .... f -1,000 -1 y.:: $ 1. J !', tel:
1` -1.. ": 1. J•.•i 1. 0 -1.000 t -1. ..
ES -1. 1:1 1.'..00 t ,:. ;0 i -1. ;:;I 1 -1.... t
1,... -....ri -2.J:G + -2.nf.J } -1. .).) !-i.:•::• t ,;!J { _i, ''i s
i = T

• •' STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
FOR AGENCY USE I
•'i
Submit a description of oach major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descrio•
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow (In (hp..•
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : tble
III for standard measures of products or raw materials. (see Instructions)
1. Major Contributing Facility
(see Instructions)
Name 401a
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Maternal
4. Flow Indicate the volume o1 water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see 'nst►uctions)
406s
406b
401b
401c
401d
401e
4011
402
403a
403b
404a
404b
405
American Bakeries
301 South 1-85 Access Road
Charlotte
Mecklenburg
North Carolina
28
2051
137
thousand gallons per day
D Intermittent (Int) 0Contlnuous(con)
0 Yes ❑No
.403c
Quantity
SEE HEADWORKS DATA ON BACK OF SHEET
40S4
sox
Parameter
Name
Parameter
Number
Value
Units (See
Table III
GP 0 865.70E
IV-1
This section contains 1 page.
etaib

-
.1'
IRN U CRE ^...__
1.•l 1 Y••LI\ h•.
•tom • -::Ej AND D1SC11;,1GE YPLI 11-• ,' iT rr:iCE41:^n r>+a f 3
ME „H.IE NAME
3. •.�, ,. E�T,,Q
�• 27. 18.
FLN ..C67• ii.._. 0.019 $,i:,c
(MED)
A.
0.007
+.•YY L:
13.
0.300
SOD 417.000 00.1 3469.000 875.000 2504 000 1647,000
4,,JJ99.000 000 ,;-J •J.0'14 cj?. C:);y : 5156. C:f:G - - rf,,,
••i7� `-• '•:h., -1 l:l'A iu•w. L:•V 40.000 1VY.��V�' a•f, i� .vv-. �' -1.000 z -1 rA * -1.000 i -1 F.)00 i .1':•
0.0.025 r 0.025
.J: 0.025
.G25 1, rac
0.025
CR
CU G.Y?V 0.025 V•)L% 0.025 ?.°� f.fr.J. 15 0.250 0.075 0.290 !-
0.117 V•/YL 0.025
DI
P9 -t.rrG f -1 f;n .000 _ -1.000 -1.000 +i.},A -G1..::,u )0.51)
e.
H3 non J,:_0 0.1:7 0.03. 0.120 ^.:ii
11 '.%) * -1.:00 * _, nbn} -1.) 4 -'.00v f -1, ) f. -1.000L -1.40:0.115 0.30
5 e.050 0004 0.024
-1.000 * -1.000 * -1.000 -1 f •)n . J2,:
v.-•':'= 0.203 0.190 2.220 ,
�Lt
'L'�E -1 • i,i:7 * ::G . �r•J .3 1.220 �5, cT.y ^ tnf,
-1.:) x -1 n,1 nn 1.Y�:
-1.-1.000 *
Er -1.000 2-1.000: = -1.000 i -1.000 f -1.300
000
SE 1J -1.000 -.Gv) i -i 1.070 =-1.-;; * -1.000 * -1.000 -1.000 =-i.v0Jr -1.0:0 .1 -1.000
-1.000 _1
.000
INnST 1E AND PnLL Trht:T L,. .1 c t,V
` ri, JLLal, '^ '' ^7nalrl
�RL':'��]V 11 V'J.1 J Yn f
it rc NAME AIL
NE NAME 1. _. T .L
•.•... r•. •i EST 8 .•!INlvt,!. (17-2('; COCCLa f'1 I EY
f:LL.=r
PJL
E.DD 233.011 3031.99 4 53C 090
.. .,,•:r 96.152
TSS 151.G;� to 1-�. L. _ �- 2C5(.C21 .-�;;a.(�: 3�`, -,•;
Y.4. 561.99.3 20S c-• I 3?93 �-
(tY3 -I.C;: i -1.000 t -1.Gr,•I � , �n "-.., .CS yt, �'.': 1C'.'. is=:) 45.036
CD 1.00T ) -l.ii. } -1.00G f -i.00f } -i•::: _s jf.
7
CRD 0.014 J.f.1 0.00 O.l`!: 0.029 i0.�:0l G.:'�: P� la
,.04 0.106 0.134 004CM
!.02
011
.. J l�
-1.000 f 1.•,-:! ►-I.';30 i -1 .,,, i -1 V,.
FL �.}. v'2.. .v:••.. . v S-1.i.4t) i-l.V:!.: i -( hi,
• 0.003 G.G sS o. o'', l f' i•. ,� `: • r
�11 D.6'S4 -• •c-1.:''•1) +-1.100': ; -1. 0 t -1.00 -• :.:.� -
0.029
711L.
G. 1' is :i o 0,P.E :,7i1P, t -1.V.:0 * -1.1,'00 * -n f ;...
:L• _1 .. ., 0.071 2•07? O. 7? +
AS
_, ... -:.... -1.,, ., `•-(..::; . -1 OVA) i _1 ;,' it .�: •i1 t
EE
- -1.000 } -1.:.) '-1.1.'00 } •f
.... -1. 0 4 -1.0(';i }-1.00.) 1 _1•
, :1

STANDARD FORM A —MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
FOR AGENCY USE 1
—1
Submit a description of each major Industrial faculty discharging to the municipal system. using a separate Section IV for oath facility descrip•
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material. the flow (in !hot: -
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : mbie
III for standard measures of products or raw materials. (see Instructions)
1.
Major Contributing Facility
(see Instructions)
Name
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Prindpal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand cations per day
and whether this C'SCharge IS Inter.
mlttent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wast.water
(sea instructions)
406s
400b
Parameter
Name
Paramot er
Number
Value
401a
401b
401c
401 d
401e
4011
402
403a
403b
404a
404b
405
Coca Cola Bottling Co.
4901 Chesapeake Drive
Charlotte
Mecklenburg
North Carolina
28
2086
300
thousand gallons per day
Intermittent (Int) ❑Contlnuous(con)
❑ Yes Ohio
•4034 •
Quantity
SEE HEADWORKS DATA ON BACK OF SHEET
4034
Units (See
Table III)
G65.706
This section contains 1 page.

..CCTICVATT:
to. wvr•r..
MIN CREEK
..'iT.:STRIES kil) DISCF.:.3GE i'OLLUTAT CONCENTEATELE (115-_)
N4ME NN.7 NA11E NAME NP,E NfitE
C:WS:, rRWT KEPKS ET;A AMRBAK 14T-i;
3. 26. 27. 18. 2. A.
Fin DC67 M67, 0.019 0.04; 0.137
(MED)
Pal
ESD 4 17. 0.).: 5,593.030 3469.00 875.000 2504,000 16.17,000 1590.0G
12E1.000 3546.000 650.0.)0 * 515S.000 75'3.000 40.000 1:0.000
-=.00 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 T
CD 0.025 0.025 0.025 0.025 0.025
CR 0..)25 0.025 0.025 0.025 0.023 0.025 0.025
0.025 0.025
0.0:5
CU 0.065 0.250 0.025 0.290 0.117 0.06D
0.060 0-510
CU -1.000 * -1.000 *, -1.000 * -1.00 * -I.000 - -1.004 t -Leo i -.;-..-:•
!?.z.c.
0.050 0.050 0.160 0.1)S0 0.050 (.1.12)
-1.000 * -LIM * -1.a0 * -1.....: I -1.00D t -1.000 'I' -1.000 *
NI 0.115 0.305 0.090 0::25 0.5 0.025 0.623 0.025
AS -1.-1.000-1.000 f -1.C'00 i -1.000 f -1.000 * -1.:00 * * --1.00.000 * ZN 0.553 0.205 0.1E0 2.220 0.263 1.220 0.E30
HE -1.000 * -1.000 = -1.000 * -1.000 * -1:00 * 0.620
t -1.000 * -1.000
AS -1.00* + -1.r.,!:1) * -1.000 * -1.1;00 t -1.000 * -;.000 t -1.000 t -1. C00 t
EE -1.000 + -1.00 * -1.000 * -1.000 * -1. r2.-.!!) i -1.000 : -1 . i.;::: = -1.000 =
SE -1.00 * -1.000 = -1.000 = -1.000 = -1.000 * -1.000 = -1.000 t -1.0003 *
POL
BOD
TSS
NH3
CD
CD
CU
CN
PB
1-6
NI
AS •
IN
AS
EE
INDUSTRIES AND POLLUTANT LOADINSS 1F3UNDWDAY1
NAtIE NAKE NAhE NAME ArE CENASR lf,RAFT . KSFKRM ERTSRA AMREAK HT -A!; CC:CLA ALLBEY
233.011 3031.963 549.539 321.090 2E61.021 96.152 597E.1-3.) 325.312
167.07. 654.40 564.B93 235.524 * 52,95.;28 44.252 10.(.E0 45,036
-1.000 * -1.000 * -1.000 1 -1.000 * -1,000 4 -1.000 t -1.000
0.;;K 0.011
0.011
0.014 ...TN= 0.004 0.023 0.001
0.01:, .1.:1:: 0.004 0.02i (.f,:y:t
0,1..-!.::.
0.0.1
1.'1
0.036 ....1-.:6 0.0";'
0.1'.S
o.f..:7
o.erg .004i:
-1, 0..0 t -1,000 * -1.000 * -'...c1'3.44 1 - I '1)1:1) ' -1' e:'''''' t -1::;'''::'!:')
o.c.2E 0
0.f.27 .003 0.'E 0.091 00)3 0.3:20
-1.00 + -1,0:0 i -1,0)0 f -Leff: * -1.00 t -1.(f:..: t -1. t -1.0!:'
0.:5
0.011
0.064 D.013 f', ''.1.9 0.029 .00! 1.55'
0
-1.000 2 -1,r::: t -.,;op i -1.'", t -1.W) t -1.0f) I -1,000 t -!,.......:
0.2iTf
0.E15 0.071 0.:7?
-.000 p 0.029
-1.00 2.077
-.co: t -I. ., = -!,(cA t -1,
-1.(..:.-0 = , -1' ) t -1.:"..)0 t -1.00:': 4
2 -1.00'.. * -1.000 4
-Itt,::::' 2 -1,::::,.:. t -::::0 2 -I.,-1,;::f; t - I . fp'; CI t -. (. :. q
-1 .:::.; t -1.000 i
-1A00 i -1.! -; i -!.' ') f -1 . W..1'..: i

is
FOR AGENCY USE I
—1
STANDARD FORM A —MUNICIPAL
SECTION LV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each faclllty deserlp•
tion. Indicate the 4 digit Standard Industrial Classification' (SIC) Code for the Industry, the major product or raw material. the flow (in INN. -
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : able
III for standard measures of products or raw materials. (see Instructions)
1. Major Contributing Facility
(see Instructions)
Name
Number& Street
City
County
State
Zip Code
2. Primary Standard industrial
Classification Code (see
Instructions)
3. Prindpal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
5. Pretreatment Provided indicate if
Pretreatment is orovtdeC prior to
entering the municipal system
6. Characteristics of Wastewater
(see Instructions)
406a
406b
Parameter
Name
Paramot er
Number
Value
401a
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
Cuddy Farms (ConAgra)
2000 Thrift Road
Charlotte
Mecklenburg
North Carolina
28
2013
67
thousand gallons per day
0 intermittent (Int) ❑ Continuous (con)
In Yes ❑ No
4031
Quantity
SEE HEADWORKS DATA ON BACK OF SHEET
4034
40N
Units (See
Table III)
This section contains I page.

•
MIN CREEK 'Zi:TF
FL2:4
( ED)
POL
•L3:2..•.:ES AND D DISCHARGE PCL.'
vL:•1�C�a EST _ l•P � �.�%
- K �ylt';tiii A:IR / T-:
.;^u .0:r
i0D 17.033 n`'1.. - 16E'.:; ::) 875.000 2504.y::!, 1' j•r ^(: 1590.00C
�T `-' 0.00 :2 21.'_ .) 354�•.000 650.000 } 515.`. 7r(.00 0 l 0.0.);:
NH3 I.:.vv + -1 r:`A � ' �'�' .�✓:•`�i%�) �1. 1�'iy� iPi. AA.:
�t 1.V ,. * -1.0000 _ -+ 000, •00 •/1.,,:t•
CD %%•vryv (J•'•��. a. v * -1•:':%v -i.l: %�% �-1.%':t� + I�
c.-, 0.025 0.025 n.025 'r-i.015* t
C11 CR .325 0.025 0^..LV 0.025 V• VLV 0.025 I:,<7J
.4 5 0.., G 0.025
0 0.025 0.060
'). VrJ (• i.^-
C11 1.0 )_1 + '�!'�r +. -1.0 + ,.! 0.117 0.060 !l..r:: v�J
-i• (if -t i 0;y y 0 t•
1 ✓ �� �._=i1 A_ a. Vl V -1.000 1.000
1±J -111,)%) + -1 .:j1..• + _S M1'T 0.160 !i. 4: 1 'y !1. 120 0.30
'� 1 . • 00 } A
v. •aJ 0.3.1.5 0.050 a. r•:v -1. v:10 } -1.000 =
fII %I. i::5 0.025
2N i 025
-1.000 * 1.00 .000 * -1.000 = ,.. 00-1.000623 10. D. 0
,..533 -rs 0.180 2.220 263 a . 0.830.+ -0. 620 +
F� = -1.303 _ -1. 0 * -1.0 0 • -,1-') D.52,1
*EC -1.(f.:: _ -1000 ,.000 :
. ::::
+-l.uV•i =-1.1„:0 i -1 a.vr•: + -i > ;
--1.^is�} + -' rig } -1... -.:i = -1,C�):% _ -1..,. * -f.:')" s
1..:1 i•`;:) r-i.i':3 i -1.000 - -1 1. .r
• • ..-i.'v'SJJ
::i :,'_•TRIES, AND P9LLJT .T L:_r2::15S ii S/ND3iDAY1
NAME NAIIE
PR
NAH
NAME -via.; CCvCLA .11 -•1
EOD 233,011 3;}--
,1.9±_� 549.539 32S 9Q
TSS 1b?.G?� E`4.4?, 4L1 's� a.0 25'•.C'_1 96.1;.: v;.,,.i_. .;;�.,-,._,
NH3 -i.0i' f -1.000 5✓1• 9 238. 24 + 3 93.=28 44.2:_ :E0 03
CD J "+ -!.00O + -1.000 } _, �,:.A -a _, I, `; , '1 ;�.::.15
CP • C : 0.027 0. 001
II 0.0141.01' 0.�'04 u,l)f•: 0.029
1 0.� 0.011
u .036 .. ... V.7U4 0.106 ^ j 004
f, 0.011
0.004
CN ��.000 1.v•..% i• -1•:)!) _-1.000. * -1.0100 ▪ -1 j v. ..-,
"o -1.�•: + _`�;,'� 0,:;'., 0.05 0.�1?1 j;.(...T 0.7..0
,.:t'
NI"1 0.064 + -1.:" ii + -1.00 * -1.00;1 . _1.f,(. 1. ...1. 00
- :.;'+ _1 •15 o.. . 0.009 0. 02 0.01 I 55;
7.. I)._.r ' } -i. it :: t -f.:11i * -1 1. !.t. �'i.
FHE 1.'. 0,029 :1 0.:!';' l•!.?, : �7
1
^� -1.:',:.0 .•: 1.°!! f -1,G00 t -1.1:0 t _1 fr �...
-1.; t -i i\7%. i -1 •r. • -1 •.:•� t-l..it% t -1..-. t
- -1.... - _ 1,000 t-1.•.!•.: t .(,0 t-i..'(. t t -1 i
.... t -1.000 = -1.0,:':) 4-1.0.).) 1 _I 00-1.r.,+ f -1•V.;rJ

STANDARD FORM A —MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
'1
FOR AGENCY USE I
—t
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each facility deserrp•
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in inv.:-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult :able
III for standard measures of products or raw materlals. (see instructions)
1.
Major Contributing Facility
(see Instructions)
Name
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Prindpal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter.
mlttent or continuous.
5. Pretreatment Provided indicate if
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see Instructions)
406a
406b
401a
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
Kolortex Corp.
2900 Horseshoe Lane
Charlotte
Mecklenburg
North Carolina
28
2262
Quantity
139
thousand gallons per day
0 intermittent (Int) ❑Contlnuous(con)
❑ Yes ONo
SEE HEADWORKS DATA ON BACK OF SHEET
4034
4031
Parameter
Narne
Paramot er
Number
I
Value
Units (See
Table 11I)
GPO 865.706
Iv-1
This section contains 1 page.

:v?
• ,1
mil,- _ .
i1 r���uATiC't
FLEX
(i SL)
P01
1NZ.:STRIES AND yE / CONCENTRATIONS 14��
•S (IIJI L)
NAME NAME 'tic �
..IS E
NAME NAME
NAME
:-•S� L,:EyE H VIF< R CHIC•Via IN
..i: 11.1.i2 2 j7.0.vt,v.".� t.n 1
0.019 0.004 0.030
NAME
1•'1L1S11
0.003 . •I03
0
BOD
i1'!•I.•fV0 •`1al.4VJ 1 i.IS •S
`� 450.0:. 872.000 {{0[ j� 0 235.000
1
TSS �:nl i:•V.•!00 t836.000 I�� �riQ
>: 5,:."0 ,�034.4.0') 60.000 79.000 142.000 • .. 1,, `' " 442.000
11-i.+iQY * _, /:,�;) a • a►..0,t0 61.000 4n l.n11
1.0 * -1.0 0 : -1.000 * -1.000 * •.. V."
CD 0.025 (�. G::S 0.025 ,, . "0 -1.000 * -1. G0^ * -1.000 }
CR Q. Ql;; n n�.. 0.025 0. 0250. ,,
0.025 '�25 0.025 0.1 25
L.025 ' �LV
CU 0.025 o�j3s ra n 0.025 0.150 0.025 0.025 0 25
�. 1i 7 V 0. 025
C1; 0. 4 �► l,nt ". v " 0.080 0.150 0.060 0.363
<. 0.::{J5 • 0.021 * 0.025
P° C. 017 0.120 0 a. . 020.021 . * 0.021 ' * 0.021 * 0.021 *
0.1600. ..
HS +3.�;^1 • , {,,, .yn) 0�0 0.05v 0.160 0.050
0.001 - 10 � • 0.000 * 0.000 * 0.000 * 0.000 * i 0
A3HI 0 00.0r 1 0.025 0..20 0.293 0.025 0.025 0.055 0.0 s5 *
IN 0.403 0.020 0.3:1:: • 0.015 * 0.015 * 0.015 f 0.015 * • 0:015 *
0.060
u: f. 0.230 1.460 0.360 0.238
. 1.•VV • 0.011
AS ').0:�1 • -1. 00 * n tt.� • 0.014 • 0.011 nf 0.0:1 0.011 f 0.011
•,. 0. _ • 0. 014 * 0. 014
BE -1.000 * -1.:��0 * -1.000 * � • 0.014 * 0.014*
SE : -1.000 * -1.000 * -1.000
-..0t;0 * -1.:•'.+0 -1.000 * 1..+.. � -1. C=:j:) * -1. i;JO f
-1.000 * -1.000 # -1.000 * -I.000 + -1.000
0 0�. *
iEIST• 1�� AND POLLUTANT I ir! 1 ' .�.
- _.. Ra...1 AND POL_U ANT LOAD1NSS (PC!JN S/DAY)
NAME NAME f � •-..__ NAMF NAME NAME NAME NAME NAME
�%L %�11 -�'�1� 1 TT 111..E -iv r... Jai%i l.i•si CHIC Ir i�'I •�'r I•\tl11 ^ KOLTEX
�1
• Ka IN CUIIVL3 V�L1�{
PNL
BOD G4 an,) ,-.,
EL 133.096 300.240 138177 13 51 209 n
TSS 12.;;i.;-- ,c, :7 t-,r, .,,.,44 �V,.157 �7..4':6 11.059
4u r. /t.G
NH3 -1.COD _1 r.6t, v .V„•, 12.,I2 4.737 157.376 70.715 1.001
a..•:v * -1.0 0 * ,n 0
CD 0.0;;1-1.�,•,C-1..•:,'0 -I.000-1.:'0= _ -1.000 *
r' 00 0.015
CR 0.0':i5 'J. C04 0.001 0.006
0.029
CU 0. C�:9 . ,00.029 1:
0.001
a, 0.04a 0.013 0.005 1 1 .. 3.0011
CN 0.020 * r..:, r or, G.L15 0.421
;.::,.. 0. 03 * 03
P9 0.016 0.,.. r. O.GJ_. 0.001 0.005 0.424 0.001 3
..Y
US0.1nj . vuv O. 025 0. 002 0.013 1, I 0.001
NI 0.011
4 * r:::::: *
0.001
;HE -(•�'''� ? 0.047
AS
.. i1 •.�sy .049 0 :19;� J 27� 02
PS
.0 •+ • 0.00 + u,y' 0 { 0::
-(..:: i i t = _� 4 3 O.G. } 0.0(i0
�t-;,'i�i t * -( .. • 1.000 1.000 -1.009 } _1 0 0 _(
f.:n ;
t••... •t.: {-1•r.•.'': }-1.•):)11 4-1.t+i1, } _1. 3 * -1.033 }
f = ,• _....• L 1 (We',

•
STANDARD FORM A —MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
• FOR AGENCY USE I
'-i
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility desc.rip•
lion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow (in the+.:-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult : ible
111 for standard measures of products or raw materials. (see Instructions)
1. Major Contributing Facility
(see Instructions)
Name 401a
Number& Street
City
County
State
Zip Code
2. Primary Standard industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge is Inter.
mlttent or continuous.
S. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
Par
Nay
Par
408a Nui
406b Val
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
Kraft Inc. Dairy'Group
500 Dalton. Ave.
Charlotte
Mecklenburg
North Carolina
28
2024
65
thousand gallons per day
0 Intermittent (Int) ° Continuous (con)
gj Yes ❑ No
4tk
41134
Quantity
SEE HEADWORKS DATA ON BACK OF SHEET
403
303f
.“....Cr I I
le
imet
er
nber
ie
Iv-1
4ish
Units (See
Table Ill)
GPO 865.706
This section contains 1 page.

.1
!.nl lr _..
CREEK
•
'
r!
3
IM.EM)
POL
INI..,,..n AND '+SC "R T 1
L 1:1Yiii!�I?E '��� (ii i`ti�I CLi+i.Ei'ii?nl?L'.`. :� -`• v,_
gAME NAME NAME NANE
r.D. n u E316:01 f.V:e..i• . . T n02.1 ALLEE:,
A. 1
4.019 C.041 0.137 ; ,,7 0..J-rn00 33.
U.-
_V i:�•T
•
r_.00)5Du +17,1's 5397.05:3462.:00 87-.000 250a.5;• 1617..0: t3Yj.4;vTv+ .,. i0 :2C1.010 3546.000 650.0:). :v1v$.:U1i; ,::
-1.000y:1J -..000 -1•YU� } '64 i.
-1.000 z .J. *-1.:'JV * -/..'.* -1.0:U * 00:5 0.025 0.025 0.025 0.025 ,Yo-
CD
. i25 0.025
.025 0.025
.025 l, 02ti 0.025 :1i.'
v.t �
:;'
."
0.025
0.025
0.510 0.060CJ 0.045 0.250 0.025 0.290 0.117
.1-i.::} *-1.00 * -1.000 * -1.00 ' -1.000 '-.Lv,vj-S.:a * .0:0c9 0nyn 0.050 0.050 0.160 0.6E' 0.120 0.30Nr t;j4 * -1.0Y 4 -1.000 * -1.000 Y
.030
-1
.-1.000 1.000 4 -.:'I C.115 0.305 0.030 0.025 0.025 0.623//i �025
!:�-1.000 1
-1.000 i -1.000 = 000 1 -1.000
ZN 5.533 0.203 0.1E0 2.220 0. ,
F-1..;:0 * -1.000 _�: ..-_>� i,+,"?1
"E i' # -1.000 * -1.000 * -1. 0 _ -1 "' 0.620
L AS !' 3 -I.000 i• -1.00* -1.00 7 -i .. •• -1.•.
C.� _ f. '. '�A .... -i.t: i%�% t-(•vv�' i -1. ::iY
1.000 4-1.03'0 * -1,000 = -1.00O = -1. --1.c+t, r
.05• -1.000 j r *
-`-DC:--• AND POLLUTANT Lnan 1SS ;FOUNDS/DAY)
::i. !\i�� ii�;J � uinn unul•t�?J iP vv:_�J unfi
NAME �..� 4'•4f NAME
_v: r.Q:1 KRAFT 10.SF VR EitT5 .A Au...r': HT --AK _ t
_r
POL
i
3
3
t
i
�131. 63:l 54 r321.09 C1 2E61.021 96.152 3975.150 126.312
155 5 1Y7.0.J _ 694.400 561.699 504 f 3293'"5 44 _
2 0.011
NII -1. *-1.0:"0 *-1.1000 +-1.0.00 4 -1.000
-1 l TJ. :�-:V
0. J04 0.1:0 0.029 0.001
060
.:..•
f•010.007
CR 0.004 0.0.. 0.029 0,0,r 0.067 .0 0.1'
0.'
1.276
.004
.300
J 5.._ ' '':7 O. ,; f. L• 0.039 0.135
�, f'�( i. ST 1.:i: 7
Y :• J , r.
•YY'! -1.000 * -1.0\' i _1 000 t ri
NI 0.06 1. •J:-1,•::::-1.v;i? ! -1 .:,r• f
0AS • -1 .`U.15° v.0i3 0+ 009 0.029 0,0.n1 1.555
a "'�' * -1.'. , t -1.000 t _1 r _1.000 t _+ 1711
.011
.000 t
5- - -1.: 4-1.0�:0 t-1,00i; •-1.!..r, . -I,,.:9 l 2.077 U _
h =1 -1.. i -1,n,. -1.00 r -1.000 t -1..:) i-1...:3 t -1 r
_1,.: t }
_-1.... ::: +-1.(„00 t -1,.:0 t -1.000 t-1..:00 '1
t '.,";G-1..-I,3...3 * -1.!)•) t-1.'.':1"; i -I...! i -' t

STANDARD FORM A --MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial faclllty discharging to the municipal system, using a separate Suction IV for each facility descrsp•
tion. Indicate the 4 digit Standard industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in Mo.:.
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial faclllty Into the municipal system. Consult :able
111 for standard measures of products or raw materials. (see Instructions)
1.
Major Contributing Facility
(see Instructions)
Narfl&
Number& Street
City
--County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
instructions)
3. Prindpal Product or Raw
Material (sae Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
apd whether this discharge Is Inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
400a
404b
401 a
401d
401e
4011
402
403a
403b
404a
404b
405
Virkler Chemical Co.
1022 Pressley_ Road
Charlotte
Mecklenburg
North Carolina
28
2819
75
thousand gallons per day
0 Intermittent (Int) 0 Continuous (con)
0Yes ONo
•s
Quantity,
SEE HEADWORKS DATA ON BACK OF SHEET
403t
Units (See
Table 1I1)
Parameter
Name
Paramot er
Number
Value
IV-1
GP 0 86106
This section contains l page.

CN
P9
HS
NI
A3
IN
PHE
A
tis
SE
PfL
80D
TSS
,NH3
CD
CR
cU
CH
P9 V
`I
A3
v1•4
PHE
Pc
St
♦1
ti ERMAT.-1
•t i 1.,1 1 111�=
Ii1=TH ,� E 4'r•-
1 All b.•�� : nn 1:'
FLD1
IMSD)
POL
CJD 400.0
H3 -1.000
CD 0.025
CR 0.025
0.096
t
0.001 f
0.053
0.001 *
0.403
-1.000 *
0.001 *
-1.000 f
-1.000 *
NAME
SLID";
83.40
12.093 --
-1.0f'0 *
0.005
0.005
0.009
0.020
0.015
0.000 j
0.011
0.000 4
rlc...
a.t• 1
f'••`• .)
a. iJ•i t
1 N_.._T_ •-•� f 1 � _� �( :..:SlRiES AND DIEUf:RGE 1 JLLtfIr1tT Vii�CEN /y� T, ,:' u ,L.)
V +::rr It 1. rr 1 ,.. ,J r
1
S21 .000
3034.000
-1.000
0.025
V I XLB
4I •
O.075
'
iuD.V•:V
60.000
1.000 *
0.025
0.090 0.070
0.01_
O. •J•JJ
v:a: ./In
0. =.0 + 0.001 f
0.025 0.120
0.0E0 0.350
0.007 * . -1.000 a.fivl 4
-1. c00 * 0.002 *
rJL7
-1.000 * -1.000 f•
i
NAME
CHIC
12 •
0.019
NAME NAME
"��
K� i
I! _ CLi.1::1 S
LIr.VLJ
24. 17.
C.OI4 r4030
• . l:f9
872.000 -1.000 * ,y J -1.000 *
79.000
0.025---'
--0- JS�
0.025I.080_0.0254I5.000
14 Ono
0.150836.00>
C.025 -1.000 4 -1,000t.01.
0.025.+00 4 ,):
4JrY
�5
0.060
}
0.363 0.025
0.021 * 0.021 * 0.021
0.160 0.050 0.050 0.140
0 . 05
00.00I * �.CO} f 0.000 *M000.293 0.025 0.n.0
*
0.025 0.055
0.0254.0l5 * 0.015 * 0.015 * 0.015 * 0 0/S
*O.t?0 1.460
0.360 0 233
0.0I1 * 0.011 * •`_-' 0.060
0.0,11 f 0.011 * 0.011 *
0.014 f 0.014 * 0.014 * -1 000'f 0•'�!1
14 f 0.01' *
• -1.000 * -1.000 * -1.000 * -1.000 f
-1.000 * -1.0I0 * -11 .000 * -1.000 f -1.000 *
IN00S, • ESA POLLUTANT LOADINGS (POUNDS/DAY)
,/uAY}-
NAME
VIRKLR
"NAME
CHIC
NAME
IN
NAME
C1'Uu= n
UIIVLJ
NAME NAME
t.
.. y
OLTn COLY1R
.138.171 13.544 +.
12.518 = 209.157 272.426 11. n ; 9
4.7,J7 157.376 70.715
-1.000 * _ �.. 1.01
0
1.•:30 * -1.000 *
-1.000
I.00a
*
-01. ,=O)t;}
10
=O.004 0.020.vy10,0}1
0.0040.006 0.029
0010. 0.421n.013 0.005
0.016
0
0.000 0,003 0.015 0
.024f .00.001
.001 f. 20.000 30.0:5 0.0:3 0.OrJ n, coo * 0.:} * 0.013 0.064 0.001}.047 0.001 0.000 *
0.0it O.0 1 _ 17
0.002
r27(0. OH
�i
G•i9?
-1.1;�;l; f _i i1.ir • (*IL 0.000
.BC 4 -1 0(' •
•`r

STANDARD FORM A —MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
FOR AGENCY USE 1
—1
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry. the major product or raw material. the flow (in trios: -
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult :able
I11 for standard measures of products or raw materials. (see Instructions)
1.
Major Contributing Faclllty
(see Instructions)
Name
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
InstructIons)
1. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged kilo the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or cont'nuous.
5. Pretreatment Provided Indicate if
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
406b
Parameter
Name
Parameter
Number
Value
401a
401b
401c
401d
401 e
401 f
402
403a
403b
404a
404b
405
Qualex
2511 Distribution St.
Charlotte
Mecklenburg
North Carolina
28
7395
65 thousand gallons per day
0 Intermittent (Int) ❑Continuous(con)
Z Yes ❑No
403d
Quantity
403s
`4ox
SEE HEADWORKS DATA ON BACK OF SHEET
Units (See
Table III)
GPO 865.70E
This section contains 1 page.

r.Gvl•T1C► I .• ...
1Q14t\ CREEK • . ••TP
FLU
1M3D)
POL.
INDUSTRIES AND i:1.-:4AFC_ :1 11•T•..T ^-IsCE TR:• ION3
_t.Y (1.\ I.J•.L_S'.i1!•'!r 1'J.. lil �ii
J S:IJf :..
NANE NAME NAME NAME NA!'.E. NAME
. :1,..•T BASF C :1)tcS :__
, ; Z. F 1:�:31.
4•. 23. 4-5. 34. .21.
0.012 0.041 0.018 0.001 0.001 0.007
� ?09 67.Ot/n 0 570.00 c r..�1: c J�
TSS 66.000 123Y.001 2340 00 2! 000 } 0 .Y•1.•L•/•� L•J1-.4:•l IY7•v4L} /!a 1�f•:1
NH3000 ..; „
-1.000 * -1.000 * - 0 . , 71.000
17.000 25'. s;�:s0
CD 0.0250 -1.000-1.0�10 1.Os00 -1 000 } 1 •10
• ats r. nr. C• -1 •00
J. i07
CR eau 0.720
•�� _^ Aa. a, J 0.043 I�. a�.�, a. tais 0.025
• Yif 0•63I J. il•.0 ;i 7n•. jf
CU 0.193 0.030
! •.2 a•L.71� Ii. ITj Y`! 02f8
V +, 1i Y• •Ja
.03 10.50 0.268 a 645. • `25
L� .vt./ 1 AL'
CM 0.222 * n 7 ` *. R n ,t ( i,•L..li a. vv 0.02
P80.570
•i.�•JI1/.L•i� * 0.2 9 } 0.650 .x 0.076 = r
• a••i Y:= 1 r.Q1t � 0•Yt.. 0.352
T. E20 0. 90 0.615 •1,3- , .,
lis /� .1tV 11.IiY•: li• irV 0.160
a•,:•1 3 Olj.,s* ,f� i
NI 4.910 '? l/+1 .O 1 0.001 * 0.143 } 0.001 * 0.018 't 0.018 {
2. 1 f 0 * 2.710 0.468 0.230 0.035 0 0 I
AS 0.025 a s!. _, �1z. 1 0.065
.. J 1 0. 430 0.001 * 0.105 a 025 0. 097
7N 1.S='a0.320
�c 0.910 7.600 0.205 s.1300.790217
F.r.. 0.263 ,1av * 0.113 ': 0.115 * f`, • 0•iaJ 1.260
AS 1.740 �, rl• j ...;50.043 . 0.022 * -1.000 * -1.000 f
BE -1.000
1 1 * 0.001 * 0.001 * 0.'03s; I .-1.000 * 0,045 0.043
.000 -1.000 f -1.000 * -1.000 * -1 Iil�f.
-1•• f1r 1..i%7 _1 1,.1A s - ft/:i
SE a.O,.J * -1•::ll: * -I.tOa. * -1.000 -1.000
0 .'%•lV-1.1:v`1 *
INDUSTRIES ,JJ ..1ES AND POLLUTANT LrADINSE (POUNDS/DAY)
NAME NAME NAME NAME
FEDM {T � •S.- It1..a. NAME NAME attic
l Lrl.l iiNL•. C ,TONES t:j:.i-tJ NAME
..ulia.S iCRTH U lC T F1 .fa1t:
-•- ults.0 :. a._.•av !_I_ALEX ESKER:,
F0L
EOJ 6.705 1°4.a1� 9.�l:Q 10.325
�:l
TS�• AA nf�
J ^! Q17•_� 54.710 <ti. VYv Yv1i.v? 1::7 .a}1 1 �T .I
L4au (f '�T cj�e l} Q r.,..7 a'e•J. T47
1111� -1.000 -1 •L�• : -1.000J •fl;\r EJ. 7:�1� 3.849 9.216 Ql. ll•t'
* -1.000 * -t `; } y JJ
CD 0.003 •. •) -1, I;IZ f -1.000 : -1.000 *
C 0 j;7 0.030 0.001 0.000 1
0.074 ;� r.1- 0.,,101 0. 014 0 008
• •J:•J 0.103 0.02 /
CU 4 0''' 1,Jr.3 1,. f•1_ 1,.I.,J 0.002
r,), ....0.017
1,2
i :..11"t7)2,11
0.002
0.057 .:.1 •i J.4 :';.19: 0,114
0.017
;1 0C 1, i,oe
-i'�0 L '
HG .II � i 1 f'.i.i •• YJ .Il` V Y• ..,: �:, 1�i,�: �i ~ri.-.
r .• Lat. `C•i
r,0•. 0.000 * O. �:::0 „f. ,t
NI 0.491 0.721 . an7 !1.l ,l { t0.0,•`/ 0.0101
* 0.006 .,21 0.004
AS 0.003 0.000 0.002 0.003 J. vas r. .n
... /. /10.01
IN 4
• u .J1I i, 1: ` i..i� it /1�7 •.'•51 0.104
H- 0. .Y 0.11 G r� 01 7 s 0 01 - i. 1 av a.41'
0.0.13
.. 4.:•1. 0. : a 0.000 ! ) ° t. > S 0.174 f �,,!:,°i * ;j r:•ji • •.1; 0.00 �i.:: _-1,;;�:'': 4 -1.0 0 *
iE .• 0 s -1.000 ., i.1 4 li �� 1 a
SE f-1,:,:��j * -1. v:'v t -i. i �', ! i, .:_V * 0. 16
-1.000 x -1.000 t -1.000 *-i.•t:it: *-1.c0.•i 4 -1.000 .'• y ; -1.000103

FOR AGENCY USE 1
STANDARD FORM A —MUNICIPAL
—i
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descrip•
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow (in thei:-
sand gallons per day). and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult s 3b1e
ill for standard measures of products or raw materials. (see Instructions)
1.
Major Contributing Facility
(see Instructions)
Name
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Prtndpal Product or. Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume o1 water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is orovided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
406a
406b
401a
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
Stork Screens America,' Inc.
3001 N. I-85 Access Road
Charlotte
Mecklenburg _
North Carolina
28
3471
84 thousand gallons per day
0 Intermittent (Int) ❑ Continuous (con)
®Yes ONo
403d
Quantity
SEE HEADWORKS DATA ON BACK OF SHEET
4034
40
Units (See
Table III •
Parameter
Name
Parameter
Number
Value
IV-1
This section contains 1 page.

• tvNfltiT2;:N OMIR66WIN CREEK .► 4TP
INDUSTRIES
AND
(fit _
i•S.R. S }� D DID ri. 5E POLLUTANT ANT C i NTH TI .w
ar.uvutssa�.f .. fC+tla�]L 1 � �.` �• `` i�tP!• s
LIJiAr. ttvr.vt.nlii:ltlr�.ty ttt•JtLf
NAME
MAMF
EAU ABCE1:9
35 - 1.
FLOW 0.009 0.002
1MSD)
PQL
NAME '
STORK
37.
0.0E4
NAM Y. E NANE NAME IIAEE itAmE
PN"lXA EXCEL BENDIX FELTON
29. IC).
0.030 0.007 0.044 r
.44 0.023 0.157
EJD 45.000 lvv. 000 -3�n.li
. •r 0 22.000 44.000 391, 000 40.000 : 000
TSS 754.000 7.000 000 19.000 ,,:.: .
NH3 -1.000 -1.000 * -1.000g� V -1. COQ 214. afJu 94. 000 14. 0 2T 00
00 ...29.,,,7
CD * -1.000 * -1.000 f -1.000 * -1.000
0.025 0.025 ' 0.025 0.025 0. a25 0 1.423
CR ti. lvs�, 20Q. QtJ 0.025 1.1T
.Q• Ttd
CU 0.377 0.234 0.235 5.580 1.530 0.049 0.095 4.1:4
CN 0.0.130 Q...,,7 0.045 5.020 0.041 0.313 1.230
PS 0.32201 Q.05S 0.010 0.012 0.015 0.015 0.043 -1.000 f
PS
-I.��t►0 -1.000 x 0.0560.116 0.575 0.139 0.210 99.100
HI 00 _ -1.eoo -1.000 i -1.000 + -1.000 *
1.080 0.043 2.460-1.000 * -1.000
A6 0.030 0.025 0.025 Q.OS4 0.102 0.029 0.320 0.074
0.4050.025
ZN0.251 0.107 0.031T'c 0.02921 0.043 •
2.170
O.335 0.0,1
PHE -1.000 * -1.00, * -1.000 8.29i 0.4y0 51.900
*
AS -1.000 _� 0oo -1.000 f -1.000 4-1.000 * -1.at10
A_ i -1.000 * 1. O.000 *
a.i,- 000
.,t-1.000 -1.000 t • -1.000 -1.000 -1.000 � -14000 f
-1.000 * -1.000 *
-4.000 4 -1 :00SE -1.G00 f -!.YCa * -1.000 * -1.000 -1.000 -1.000 *
-1.000 * -1.000 -1.000
f• -1.000
NAME
c�u:tU
POC
'LSTRIES AND POLLUTANT LCADINSS (POUNDS/DAD
1•'w': NAME NAME • NAME NAME NAME NAME
ASCE;:S STORK PNEU'A EXCEL uEH'IX
r EliU CLT; I P
EJD 3.375 o Tr�0 31.525 ,
TSS 56.595- 0.117 04.754 2.569 143.491 7,673 49.9:)1
s 6.,,a5 4.7,f4 1.512 .?i4.494 c
1413 -1.000 * -1. C J'! * -1 000 2. Gi•J ;,53?. 2b2
1f -1.000 4 -1.000 + -1.000 : -1.000 * n
CD 0.002 0:000 -1.ry0 4
CR 0.010 -� 0 03 .01E 0.006 0.001 0.009 0.005 0.660
Co 0.165 Tec o
l.3 6 0.089 0.018
0.016 �r
CU 0.022 i.. 0:�; 0.1 °Q � � �-0.303
Cla0 :,;,� O.01 Q.2 f,. 0.015 Q.067�
1.02 ;T 1.?95
0.00T O.O.t., 0.001
F9 O. f•2t r, r•.,,0.006 L • 0��
HG -1.000 f 000014 0.034 0.051 0.040 +l:t -t
�1 • •'�'� f -1.0;0 i _1 nj,n f nr,
to .uvT
NI 0.091 O. v;r 000 `1.000* -1.000 *
-a.:;:) * -1.000
I;S 0.002
1 1. f _,f 0.021 0.006 Q..� 11 o 15 f
:E 0.000 0.01$ 0.003 ••'=6j 0.115
4
ZN 0.030
0.001 0.01! n ;,.,- 0 Lei
FHE ^'•• \ .. •t 4 0.075 0.543 �1 020 ;, 103 • v
-1.000/ .000 } 1.000 • -i.00 -l.000 -1 0..0 C. 4 I. .
w ll -
t2.� ..••. •1 1 -t rr * • • . "1.�: �• t 0.324
!E -1• rr f _. •r.: • '' 00 4 -1.000 -1.000 i -t 4h., A•�
r:,• ...;.�., >f _1�000-I .1)!..”..' * r l.:•:• f -l..•::L f
SE -1.0 :' . _ r.� r -1.• 00 } -1.000 -: : ,;., < 0 a
-1.000 * -1.0004
= EEF.L'T
dt

FOR AGENCY USE
STANDARD FORM A -MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descrip•
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow in thc+.:-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult :able
III for standard measures of products or raw materials. (see Instructions)
1.
Major Contributing Facility
(see Instructions)
Name
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (See
instructions)
3. Prtndpai Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
406a
406b
Parameter
Name
Parameter
Number
Value
401a
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
Vest Water Treatment PLant
820 Beatties Ford Road
Charlotte
Mecklenburg
North Carolina
28
4941
465
thousand gallons per day
0 Intermittent (Int) OContinuous (con)
❑ Yes 0No
403d
Quantity
SEE HEADWORKS DATA ON BACK OF SHEET
4034
4031
IV-1
Units (See
Table III)
This section contains I page.
GPO 865.706
44111

•
IR WIY CREEK ••••T?
•t ALL_. nlii.
NAME
C C3aIt
1b.
FUR 0. q
1 LI n V11
!MUD)
PAL
a •IrtJ1 •iV fl..tl J13:HA'1•__ t CLLUi2!it1 CONCENTRATIONS MIL)
Ll.tl 1 aJl,v •1�t �t
et -.ME NAME
.rt
_i•.s.,•. NAST
30. 2$.
• 1•t 1. ••
'f. YaV 0. 00L
!:0ME NAME MANE
a►ItL\.n
44. 1I. 43.
If.S.ry 0.008 0.003
EOD 547.000 4521.000 C� .ti.:.i lT►-'} 11•fiil A 521. V•J .V • •/. 000 1 52.000 1.00:) 0 0 its 00 •, T�V,
TJC, 248.000 l�t.L •firth � )r �Yu'+1.SJ;iO �'�t,:;IfiJ
a.6 .00010i.000 Li 00 ,
-1. .tva. vvv 53.000 260 0r t -d
NH3 "I t { _� r.r.r. _1 ;.:,, * -1.000 ,...�0 al:\,.�03 v7,I;:;c)
CD •.+- 0.195 .:.•� -1.000-1.{:+1 ?-1.0:;J _t rilil, {
O. 025r, r - 0 02`� 1� 0 . •
V• �Vv • 0.025
CR 0.025
J 02� ..++
• v V•hty
2.21' 0.198 0.090 0.025
0.025 0.380
CU 0.210 0.360 �f r75 0.2750.025 0 crt� 0.:.3
t� fl Jj�}�• • V V•f
0
390
ru
r'S 0.110 1.4.0 t 10.719 -1.000-1.000 -1.000 i -1.000 * _1.000 f
0 210 .
MS -1.0001°r•r1 .,, 0. c:50 0.0u:' 5.510 0.223
NI /� 0r0rr -1.00 = -1.000 } -1.000 *-1.Ii00 * -1.000 * _t �\0J�
1 0.0251.990 t •r, a•Vvi *-1,1,110 }
^� :;,,!!.. :. �::) 0.135 0.057 0.025 0.043 0.053
AG -1.000 z -1.000 * 0,2
.: r• 0• 025 0.610
ININ 0. !, _ -1.000 * -1.000 £ ^.02� 0.025
S _' 0 1.610 1.:90 0.930 0.187 0.208 3b 200
••� ,00.) f -1.000 * _t nn-i 00!)1.000
1.000 * -1.000 * *-1.000is
AS -1.000 -1 t`.::S } � -1.000 f • \Iv
* ••:•ry -1.000 x -1 000 * _! 000 :
EE 0�„. fvv -1.000 * -, ,::i;0 -1 �r•0 *
:. -1.005 * -1.000 -1.000
-1.000 * 1.000 -1.000 -1.000-I.l�s)0 * -1.000 }
INDUSTRIES USTRIES AND 1 0LLVTf\r,l LOADINGS 1%0UNDS/Di Y)
•N4E NAMEurNAVE t-t� \a,,E
NAME
NAME
CLTSTL
CR DI1.JZIiv 7LREt\MAST VEST FRAM, 1INC
D`
POI
BOD 7 t o-,1 7= 4, f
va•vf
TSS 412.330
?c•7J?- t d ,I•:r v r• t41 297•571 11•084
32.773 18.148 18.064 0 f 224.�30 b4b•.S3 119.963
11113
-1. 00 f _+ �:�;r. * nr * 1.576
CR
CD O.Ot�? ,,,;, - 0.t: -1.0:0 } -1,l ffl) -1.000 -1.000
�.:•r,t 0.011 0.001 0.097 ,, ? 0
-0.. 6 2 0. 002 C1 001
•.•:� 0.0vt 0.026 1 115 r7 r p
CU 0.019 ;i ,:r:; r ur Z. Rv 0..7 r 0. v� ' 0. 040 0.005
., !�. 0 r 0. 01 0.097 �D.062 , 025 0.010
N -1.000 * 1.000 } -1.000 *-1.000. # -1.000 * -i r.l;rti 00 1,
PB 0.010 0.072
r ..Ic-1-1.tiU0 *
.fr_ ./ f- 0.011 � 6
V; -1.000 •: rd .:{ll V. 17� 11,i• t?'1 0.3 4
t• • 000/ * _ 1 1 " 0.006
is . j
t-1.•.li: f -1..00. lii; } -°101) 1) S -1 .•11., * _1 l:..li _1 0
A3 0.0330.002
0..�9 0.007 (i 221 !j Iti5'% :).l:)s O.Csi
�1i If 1�'\T 0.003
0. v•S. -1.000 i -1, .:;10 i 0 Ri.? it s
_ 0.027I) f/1
fiit-1.000i _\icr111 0.17 0.047 0. /�.C! 1i. 317 .4:: If• 25
_1. I * •. f -1.000 ? -1,0001-!,f;1,!� i-1„•'10 + - r.�•A r�0
.; i•. i -1.000
a.r..vv t -1, 00 * -1. j00 f-1.1.11.1) 2 _t :.tt\ i_ •o _
• . 0 1 / _ • .

1
FOR AGENCY USE I
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each facility descrsp•
tion. Indlcale the 4 digit Standard Industrial Classlflcatlon (SIC) Code for the Industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : 1ble
111 for standard measures of products or raw materials. (see Instructions)
1. Major Contributing Facility
(see Instructions)
Name
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Mater,at
4. Flow indscate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or Continuous.
5. Pretreatment Provided Indicate if
oratteatmen! is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see Instructions)
408a
406b
401a
4010
401c
401d
401e
401f
402
403a
403b
404a
404b
405
W. M. Franklin Water Treatment Plant
5200 Brookshire Blvd.
Charlotte
Mecklenburg
North Carolina
28
4941
298 thousand gallons per day
0 Intermittent (Int) DContinuous (con)
10 Yes DNo
403e
403d
Quantity
SEE HEADWORKS DATA ON BACK OF SHEET
4034
4031
Units (See
Table III)
Parameter
Name
aaramet er
Number
Value
GPO 965.70E
This section contains 1 page.

111i1 {4.! .: t1
I •1.j !N CREEK n7► i �
FLU
!Ma)
P111
SOD
347.000 ['
TSS
248.050
N43 000 10i.000 361.000 53.000
260.000
.CD .nfl3-I 000 * •000s 000 -1.000
CR 0.025 0.025
.01I;�t
0 *
CCD .023 -1.000 * -100{•0/V *0.195 0.rS 0.025 aJ�t
^.'1n a 0.090 0.025
s5
CU 0.210 0.025 0.600 0.215
C0.-Vr0.675 0.975 0.425 0.025 0.380 0.390-1 -1riI e. -+00x -1.000-1.000.sv * -1.000 * -1.000
i
..0P8
-1.:;Q }v•aafl 4290 01 4.050 4•I50 5.510 0.223
-1.07 = -1.00i -1.000 * -1.000 * -1.000 -10
AS
N1 0.025
-1.000 -1. 4frtJ 1.120
.' 0.135 0.057 0.025 0.043 0.053
0.025
IN 0.230 ,�^ 0.610 -1.000 * -1.000 * 0.025 0.025
1.61Q 7
1. _90 0.930 0. 1v 0.208 36.200 PHE -1.000 _1 n ,r, * _, nnQ _1.000
1.004 1. 00
4flfln
AS -1.000 * -1.0: * -1.000 * * -1.000 -1.,4fl * -1.000 * -1.000
EE 1.-1,•':'13 _1 ; ,-1.000 -1.000-1.000 * -I,:;t?Q -1.000
-1 004
SE .000 * -1.000 * -1.000 * -1.000 : -1.000
1. s• -MO f -t.0:v = -1.000 * -1.000 f -1.000
f -1.000 f-1.000 f
T` i �•�T:�•"^ run G�51 111 auT 1N R1ES AND , 2LLUTRt11 LOADINGS (PCU.l3S:Lf,Y1
i ,OUST :. ES 1!..LI D ISv..?3RSE POLLUTANT CONCENTRATIONS
LNT ATI ONS 13 � : L
�YI�L, L.•:,.fil aJlw ram+ )
•
ME ,AME NAME NAME NAME
11 1 REL.°•t
..v4..1 1 L•1J.-illy �.5�:•i NAST VEST
16.
2. 30. 28. 40.
fl. 311 r,+a r.t
.002 v• .•. vav 0.006 0.465
NAME NAVE
CL T S O L ,1 n:: r.et
17 t ,11,/ if 1.
il. 143.
o.coa 0.003
PGL
800
TSS
NH3
CD
CR
CU
CN
P3
IIJ
11iIl
a
IN
r E
h7
BE
SE
NAVE NAVE NAME
C0001ll L ._
RIS leV:t_7..t
mAup
MASTI•
NAME NAME NAME -NAME
VEST FRA KN
I,n.; ,l ..LTJ i L 41 sCJ`1
31.3373.410 7Y
a2.330 .67.654 �.�7� 9 c,
22.752- 32.77318.148 87 +.,4_ 297.571 11.4v�
18.064 224.930 646.183 ,
-1.000 f -1.000 t1 Qr;r 117.91:3 1 576
0 * . 0* -1.000 * -, ti;l *
0.002 •= nr,�1. • 00-1.000 * -1.000 Iti �
- 0• 003 0.011 Q 001 t,�, V n `! -1. 4./I/ *
t �l
0.002 0.0,07 \ 021- .06 0.002 C.IiVi
0.r.t2 I•.! 0.v26 0.005 Q 097 0.062 \ 0
"r5 1
-1.000 * •' • > >. 14 t3.0 7 0.062
Q 025 Q 010
0.010 -1.000 -1.l 00 * -1.000. * -1.000 4 -1.000 0 •
0.072 -1.000 t -1.000
-1.0 -1.000 1 0.011 0.1°� 0.1?4 0.;, 4 Q Q0;
.,,; /tile;, + L
-1..•:7 -1.. -t 1� 1� .
0.002 ,.:Iry = -) I'1::1 ! -1 l;:�i, _t
.T •. /. . 00 Inl
''''r'' 4. a r 4 007 1
-1.e.c. f _, 0.003
0.023 0. 03 .0v1-1.11'.•:) i -1.000 t 0.002 I 0
�1,..�7 s�. i7� V �7 '• 3•' i1
•
0
-1.000 '0 0.72 Q 517 +1
t _, r:;tl� >E 1.'+i li ' :.4.: 0.025
_1 ,, a..• .+Irk i -1.000 _t•�7i:13 f-1,%�f:j f -1.000
-1.000 * -1.000 t' - 1 . r'i,i. i -1.000
t00
-1.000 _1
-1.000 . . 00 i - :. e`I'13 - 1 000 i
t .. r = .•vv•f 'i,�; i�:j f _1 tip.,
0. .. t: 0 1 -1.000 f -1.000

Lr/
•
.,:DATA AND INFLUENT LIMITS I iIN CREEK NWT? , :t.TM0NT R. 1 CHARLOTTE 1 N
,9. 4•;.5c
�J .Tf�. •JV
UNIT CFER4I! S FOR IR #IN CREEK WWI? INCLUDE:
L,1I l �T6s:.. i il.��,J ,. s nn 1 INCLUDE:
'PRIMARY CLA„IFI:ATION
ACTIVATED SLUDGE
POLISHIN2 MD/LAGOON
TRICKLING FILTER OR ROTATING BIOLOGICAL COxITAC,C„
NITRIFICATION
ANAEROBIC DIGESTION
SLUDGE DISPOSAL METHOD FOR IRWI1N CREEK NIP IS LAND APPLICAT1C:1
PARAMETERS USED FOR CALCULA!INNS
AVERAGE TOTAL F L1'r (MGD) : 10.9
DOMESTIC FLOW (MED) : 8.302
INDUSTRIAL FLOW (MN): 2.53B
SLUDGE FLOW TO DISESTEEMED) : .101
SLUDGE FLOW TO DISPOSAL (MGD) : .045
SOLIDS : 39.3
POLLU''''iT' INFLUENT SAMPLING 1 .. EFFLUENT .
1 1 sEN S 1 3 1 NPDES EF Li ENT LIM. : • WATER !:,'AL. CRITERIA* SLUDGE CRITERIA
) DATA (MS/L) ( (IG/L) (16/L) ((SG/L)
B00
TSS
NH3
CD
CR
CU ,
CN
P8
H8
NI
AG
ZN
P7E
EE
SE
302.000
347.000
16.400
0.020
0.050
0.150
0.000
1.419
0.033
0. 000
1:750
0.000
0.000
0.000
1..). 0
-1 = NO DATA P ROVIHO
1
f DILUTION RATIO 1 : 1.444 7=; :1
4401
16.000 10.000
30.000 -1.000
8.000 4.000
- 1.000 0.002
- 1.000 0.05050
- 1.000 0.015
-1.000 0.005
-1.000 0.025
- 1.020 -1.000
_I t;t:r1 . 0.050
0.010
- . Y•I •J
0.050
0.050
•- •:.. 0.011
0.010
- 1.000
- 1.000
999. 000
10.400
8.100
154.000
-1.000
999.000
- 1.000
31.800
- 1.000
999.000
- 1.000
-!,000

• NF0RiiATION 5N
IR1(IN CREEK x41J
.• : •0•3
�1•�L'J
35.0
FLOW
. 00;
(R6D)
POL
INDUSTRIES AND DISCHARGE • TAN CONCE1RATICNS
\!1S!LI
NAME NA E NAME NAME NAME NAME NAl-
!BCE 7 STORK PN:1 A EXCEL EMU FELTON C``l I?'• 37. 32. 21. 0.007 0.044 0.023 0.157
43.000 32.000
TSS 754.000 7.000 4•t!7 44. t:0 ;.91. f)00 40.000
9.000 rr c
NH3 -1, c� :;-1.000 19. JOJ 2�,. G�)0 ��. G:10 14.000 2329.003
���_-1.000 : -1.000 * -1.OU0 i -1.000 * -1.000 -1.000 *
CD 0.025 0.025 2 .:••t
CR 0.132 0.209 0.025 0.025 0.025 0.025 0.025 .0.423
0.235 5.580 1.530 0.049 0.055 0.194
CU 0.377 0.234 0.237 0.042 5.020 0.0410.313 230
CN 0.•:�1 1.2E
rt' 0.130 0.010).01v
PB 0.322 0.0,,5 0.012 i 0.015 0.043 -1.000 f
�• -1.000 . a.5 0.056 0.575 0.139 0.210 99.100
NI 080 r • -1.000 ' -1.000 f -1.000 * -1.000
O. J4 4 0 *
A6 0.0302. 0. L4 0.102 0.029 0.320 0.074
IN 0.023 0.025 0.031 0.025 0.029 0.043 0.041
0.45 0.251 0 107 2.170 0.335
PHE ! 0.231 0.430 51.900
_1 r; lr, f 0
AS
.00,: -1.. 00 * -1. f0 * -1.000 f -1.000 * -1.000 * -1.000 * 0
-1.000 �/t:0 * -1 r:A� * V. Lfiv *
AS a.•r-1.00 f -1.000 + -1.000 * -1.000 * -1.000 4 00 }
.009 -1.000 -1.000• -1.000 • -1.000 -1, 0;0 -I00 fSE -11. j f -1.000
-1.000 * -1.000 4 -1.000 * -1.000 1 -1.000 *
tN0USTRIES AND POLLUTANT LOADINGS (POUNDS/DAY1
1!erVL•I:.L�
NAME 0A07.
AMA li•
L NAME NAME NAME NAME 1
4�Iil: i 1� .;.L,•r NAME ItAHE NAME i1f11t_
.rvuri_� r�<.L..0 STORK �fC I:A EXCEL NAME
PNEU A EXCEL OENOIX PELTON CLTFIP
POL
80D 3.3 S
TSS 56.591
NH3 -1.000 *
CD 0.002
CR 0.010 --
CU 0.025
ClA0.006
P9 0.024
MG -1.000 *
NI 0.051
AS 0.002
IN 0.030
HE -1.000 i
AS -1.000
BE
SE 00•
2.3r/'2 31.525 . 7.005 2.569 143.481 7.673
0.11749.907
, 6.305 4.7..4 1.518 34.4'4 ^5
-1.000 2. 6'85 36 �2. ?
} -1.000 * ��
-1.000 • -1.000 { -1.000 = -+ 00n -1.000 :• 0.018 0.006 0.001 0.0090.005(•n
it Ili 0.660
0.1L5 :et 0.018
„ 1,...,! 0 nog
SJ. LV1 0.190 `/ U1' 0.293 0.015
,•Sl!0!�� O. V'1V
0.00:n.007 /j' 4 w O.080 1.996
0. 1 0.008 0.005 -1. GO•nt i
0.021
_
0. :0:40
154.334
0. 01 0.031 0.014 0.034 0.031 -1.0AA-1.000 * -1.000 * -1.000 . 5
0.601 -1n n • -1.000 f
1.723 0.006 0.011 0.006. !. C./18 0.003 0.001 0.01! 0.0610,00* -1.000 -1.00i -100.324
80.942
0.020
0 1 *__aaft a.00 = -1.000 4 -1.000 * -1.000 i -1.00011..r.: 4 f -1.^00 * -1.000 -1.00 `-1.0;; s
.01 : -1000 i -1.00:-1,�f -1.000 * -1.000 f_1.00 f -1.000
-1.000 4

•
a:::.
aHRMATICN ON
IR WAIF
f'.�. Tv • 1
1 tJSIRIESJ AND DTL`JAK_ .' :y r UT• 'T C3!!C_ !T :r I3N3 _t
• .r
NAME NAME
�-;.yL EASF C Sal•-�+ .e__ 1�A�` NAME NAME Isfii:i
31 }♦y.: ?I YrM1uO�.l C1 rf1A1 CY [ 1 ES
. a.i. a.ttr.��R LriM1.11I
1 4 - 23 . 4-55. 39. 22 15. 141.
F. . •)1,
I 0.012 0.041 0.i v :.001 1: ; :, 0.007 0,065 0.039
FOL
SOD
TSS
i3
CD
CR
CU
CH
F9
HS
►r
1+
AS
iN
FHE
AS
:C
SE
FOL
67.000 t , t
.00• 570.000 c6. 00 1238 000 234 %:: {• B'.
,; a •,:a rV•t..Y•.• ,:.� _.4L'• 1S?.0`J!) 441.000
L�V.fl�� 160.000
ll=v.o:113.000 9993 .59.
71 000 17.000 29.000
a,JV •VJ♦* -1a0A* -1.000 1 -1a000 * -1.0000.025 0.025
0.200• o i:C3 0.043 0.025 0.025
0.225
a29�
0.031 0.
025
0.733 0.037 0.720 0.223 \r 0.193
.0813.500 .Guv 0.645 0.060 0a053 0,228 .
0.239 * 0.239 * 0.650 * 0.076 * 0.352 , * 0.352 *
0.570
0.050 i. °r) ! V30 1� T .;
-1 nA�)..t•r 0.o15 !).i)Sv Iti t a
..•cu 0.160
.. v * 0.001 * 0.001 * 0.001 * 0.143 * 0.001 * 0.018 * 0,02 v *
4.910 2.110 2.710 0.468 0.280 0.055 0.041 0.065
0.025 0.001 * 0.430 0.001 f 0.105 0.025 0.097 0.320
1.340 0.910 7.600 0 205 _
l.2 V.IV'. 4
0.263 * ii 11- " 1 J rl� 0.7t0 0.213 1.260
t.115 0.115 * 0.11ti * 0.043 * 0.022 f -Len * i.000 *
1.44V
1.740 * 0.001 * 0.001 * 0.001 0.0Z0 * -1 000 * 0 0 . ( 0
.• V.•/rTiJ * i/aLIRV f
-1.000 * -1.0 0
*-1.000 * -1.00Y* -I,;A,
.
; * -l.u;" z -j.J�t x _1.Arf
-1.000 * -1.0:0 * -1.000 *-1.000 *-1.000 * -1.000 * -1.000 i -1.000 }
INDUSTRIES AND FCi ! UTA►:T LOAD•;3-(POUNDS/DAY)
L_u n/al unuarti:t
NAME wog:
NAME en.._
- NAME NAME NAME NAMEC""V7T L1V. C -�a'1. r^ 1•---•,
4u13:..J WORTH =OAT F1 :v1S 2UAi c• :-
_._ u ts.u... �_i.au z•lnL�:! Ci1° 4S`
L aJ I'sl..tY
SOD 6.705 ' ° 4 a:lt
l t . 6 9.908 1 t 325 27 6ELL i^11l :.C.t
•-- l•�•vL• Ls ..•VG 4J5r'aJt7 102.457 13,440a
TSS 24.820.5i . 7 10 2F3 9.7 r 9 i 't
a:tv. tiJ �• J42 83 :1i p v G
.216 9.433
-1.000 -1.000 * -1.000 * -1.000 * -1.000 f -1.000 r1
CD 0.003 _ 0 J09 0.0 0 0.0 1 0.000 0.001 0.014 J0 I
CR 0.074 A ill? 0.008
1.1 I 10 3 0 Its 0 r�
0.017 0.074
.002
CU 0.019 0.027 1 0.005
� r 0c -
yy 'l 1.,JJ•J 0.002 �l.M1'ty va.4vv 0. 2i 0.008
V" 0. VtL i rl :i�'�t hh•t jj � rr _ /� /1
• 4 2 * 0.1�•3,! 4 0.00 . i 0.00♦J * 0. 004 ! 0 191
I•
f6 0.057 0.017 c:,733 000.005
0.04
, ,• 0.1l t
l i:i -1.000 f 1! I:i.i x • 7/:.i , • •i4 i `.052
..•J•:•i 0.000 * J.:•:J ; 0.001 '1 0.000 0 i/1l 0.006
;�I 0.491 0.:21 0,407 0.004 0.002 0.003 * _
n� 0.003 r; r.•ii1 ry ^.t- 0.000 0.001
0.001 0.022 0.021
0.104ZN 0.124 0.
0.057
r: 1 � t 11 o 1
i6 0,115
1,101
::.� • 0aV 4 I: f)Ty * .� 1 7 s rl i..11 f ,h
••: 1 I 0.00•J * +). • fi•! * -1 1•I 4
h5 0.174 *%.:v l f 1. i :�J ! O. F.`4 4 I�, v;_ al f _ 1 r,h • . - , L'; *
• �• •,r 3-i.4Ylt -1. v•!rJ -1 ^11•. ! -1 00 • * 0.0
C- ''••t 1• J•::+ t-1.00.0 * -1 0 * •i
-1.000 *-1.0'00 * -1.000 t -1.000 f -1. 00 f -1.000 * -1.00 4 -1.000 f
a.•J•:,J f -1.000 f
E F• V L T • M1
•J.J.. y

`NF0RMATI5 fTh ?.
IRIN CJ.�J •• r-- •��,'-
t
i:..~.T:.iES AND T:� � _ .
f.•a_•.i i:.)li:` i DLL'J P T C0NCE RATiii:i5 (MG/L)
1 • LE NAME
NAME
,. NAM i NAME b
Ak
•
NAME.:..•ri t.=RrjIFLR CHIC PA IN CU::LJ KOLTCCO
MN
0.015 34. 4Z.. 41. FUN 0.01. 0.075 0.019
I1.at,) 0.004 0,030 i1
0.139
0.003
P0L
TSS - .; -4E000 872.000 406.000 c : c 0 ;
�..000 ,:0 4.000 60.000 79.000 ? 836. i 0 235.000 4'i2.':0i.
NH3 -1.000 # _, r:r ,1114.. 004 629.000 61.000 40. 000
l.;0} # _1 00 * -1.000 * -1.000 *
Y. YtJ 1�. 1iL.! 0.025 � ^ -1.000 * -1.000 * -1.000
CRCD o. �v 0 A 2 0.025 0. 025 -
.. liv (�, 425 0.025 0. t,2a 0.OcS 0. JLS
CU ii . ij�� 0.090 h T r) . LJ ij. 154 4.0?; 4.425 1; •1-.
!; 0 043 0.070 0.080Y.OLJ
f;r; i
C 0.096 * i., ., •:. 0.003 * 0.021 � 0.150 Ij. 4�is 0.363 0.025
P° 0.077 0.120 0.'7 ;L0.021 * 0.021 * 0.021 * 0.021 }
HS r: 01 , , j j. 160 0.050 0. 050 0.160 0.050
U :. �r1 f L.iivV # 0.001 x 0 000 *
..I 0. 00 i0.000 * 0.000 r 004
0.025
0.1200.298 j.. � 0.000 �
A3 0.0010• -1.000 • r. -• 0. 025 0. 025
..030 * 0.055 0.025
ZN 0.1 �:0.350 0.015 0.015 • 0.015 * 0.015 * 0.015
3.0E0 0.2300 *
`�E -1.000 •>< I:. C';7 * -:. f,•:;•', f 1.460 0.360 0.238 4.0�4
AS • _ 00 • 0. 411 * 0.011 # 0.011 * 0. 011 r ., 1
o_ 1.: s0 • n 002 * 0.014 ,, 1. *
_ Y. f•._ • 0.01' L� 1.000 * -1.000 0.014 0.014
SE • -1.000 ▪ -1.000 * -1.000 * -1.000-1.000 * 0.014
-1.000 * i.'v0i) -Loco -1.000 • -1.000• -1.000i
-1.00•
* -1.000 * -1.000 *
POI
I E1STR1ES AND POLLUTANT LOADINGS (P0'J.t0S/DAy1
� nr a-"
NAME !:Au -
NAME
VIEW
NAME
NAME NAME NAME
NAME
rL11EN :t�i;:H V•_
CHIC K&H IN CU ULS KOLTEX COLY.JJ
SOD 83.400 130.09 300.240 138.177
TSS 12.093--480.762 i77 I3.544 209.167 27'� 4'S + : . �r, 2. L 11. 059
NH3 -1 nr,0 _1 r.r•r, �7. ` 30 12. 518 4, 737 157.376 70.715 ;
.v1 1
q -1. vjj01
0.005 • t�Y4 *
CD 0;00f -1.000 * -1.000 : -+ 004 :
Y. ;... 0.016 1.
CR 0.05 '.:::' �:�: 0.004 0.001 0.00� 0.029 O.001
CR 0.009
, 0 • , 0. 01 J 0. 004 0. 005
�:.: 1 T 0.044 0.006
0. 029 0. 001
CN 00r. 0.013 0.005 0.015 0.421 0.001
P° 0.0200.o. .7 0.003. * 0.001 * 0.005 0.024 0.001
us 0. 000 s ':..�.: 0. G 0.025 0.002 4. 013 ..185 0.001
NI 0.011 0.001 { 0.000 * 0.000 * 0. 000 * 0.000 r00
*
f 0.047 0.001 0.006
AS 0.000 f -1.000 , n . 4.:3,:'� 0.001 -
ZN 00 4
0. 019 * 0. 002 * 00. 001 0 004 .1
.217 I�.tw� 1
tc= -i.�`�4;) f -1 t f 36 0.049 0.090 0.276002
i , l.:fr�0,002r. /A1 ^
0. (s0 f - • A i (, .31 3 0. 00 * 0, 003 * 0.01 1 { i, 000 s
:•C r.•+.i 1. i. of = 0.002 * 11 r: 1 �'tY
SE -1-1. 'o * -a.:.00 t -i.000 -1.000 0.004 ij.�'a1. E 0.000 t
000 t
1...:•':::} f - I f t'L * r r• -1. i•!•i� 3 -1. ��:0 3
. �-1.

MIN CRE=K
.:,01S...•ES A.,.. DISCHARGE POLLUTANT C CCit AT .•/' • 3 r ).
Lttii.�l ��•i: ii �3:
NAME NAME NAME NAME NAME .
v..AER Kit^i i KS KSi. •7 s - F 2-,I :•
Eu i 1�H r.:.a n
3 • 26. 27- 18. 2 .
LL,.s :_.:6. • 0.CL5 L . Ct 19 0.044 0.137
(MED)
P 0L
ii 1 L 41•. '••VbIJL:I LLv_ t
A. 13 • -63.
-
0.007 0.654.
j,
3468.000 875i000 250d 000 1 47 000 1590 000 29
)S.f '•y3 i:�", (t •n ,a• Ga%•i •YV•l a1 /. VV 1�tS i'•b�•J� � 1.r.�7
:, .. 00 a2.9:i.t.00 3546.000650.000 . 10 000
.7i -%•wiv � f� -1.000 � 0 46.000 av�•v•ry
NR -1.000 * -1.000 * + fyi•) * _! 000 t 0 _1 + 0
CD /: (lrl5 0.025 l.Vv} a•'/YV -1.DJu * a.G�IG
ff.. , 0.025 0.025 0.025 0, 0Lv 0.025 0.025
1r., of v}lv jfn: 0.025
CU (!•c 0.025 fi•025 V•i%Lf 0.025 .. e.n7
' t
0.2E0 r ^'' ,
^ .YJ,: 0.025 ,l.�:fl� IJ•ii7 �' t)tf} (} �,ii) 0.0L0
1 • .ti ti• u' . v.
in -j. •sr •� * -1.000 *.-1.000
-1.000 * 0
P9 r•r, * -1.000 •• 1 -1.000*-1.000 -
I!
II,,,, ..050 0.050 0. • v 0.160 0 050 0 120 0.30
f!.] -1.000 � -1.000 /. i•S •} 0.050 � • �•
* -1. 00 * _1 000 * *
t ..•.V -1.000 -1.000 * -1.000 � _1 ti:i:\ *
5 •30 0.0800.025
43 Y•a1 0.025 0.025 0.623
�' �^.
-1.000 -1.000 * -1.000 * -1.000 * -1.000 -1.000 * -1.000 * -1, rn *
Z., 5.533 0.203 0.180 2.220 0.263 1.220 0.830 S. 620
. V
FR -1.000 , * =00 * -1.000 * .00 * -1.000 00 + -1.000 * -1.000 * -1.:� 0
r.r., . #
v .000 * -� 00A . 000
FC -t•:.v a,Yv -a.HYY =-1.000 -1.000 * -1.000 * -1 {•rr::
L.000 * -1.000 * -1.000 * -1.000 * -1.000 ; -1.000 * -1.000
SE -1.000-1.000 * -1.000 * -1.000 * -1.000 * -1.000.• -1.000 ;
P01
EOD
TSS
NH3
CD
CR
CU
Ci
P8
e•t7
� II ,•
La
T +I
FHE
♦IsEE
INOUc- E3 ANDLOADINGS UNDS D v
..i..••_ili_� i� POLLUTANT ii �v.;v��I,f�T1
NAME NAME NAME
NAME VW: i,v:.r.Si .t:l7r 6'•. I. i� C•`Ti nr ,�Irt
, KSl .:It t ERMA A FL f `s U C O:CLA . _
233.011 3031.765 547.539 211.090
3775.13D1 67 •,ter-- 654.400 _021 ru. Iti� 3?` 71 2
YIJ1.L / LJY.5LT ,7Vf�•.428 4'1•.252 100.0E0dC ',-L
-1.000 * -1.000 * -1.000 * -1.000 * -1 i 000 :t -1,000 *0.063 0.011
• nr.f1 l JV
.ni. 0at •i+ lip .j. {JOf Irl.r 0.001
-1. 0 -1.000 :
007 029
0.01 0.:14 D.004 4 009 0.029 0.004 0.067
0.011
0.0040.106 0.134 0.004 :. 'a 0.007 .00 -1.000 * -1.000 * -1.000. * -t 000 00 0
Il /i2- '1 I.f•:r -, •.V•IY +-1.t/•/I) :-I.ilvv 2 -1.;1 0 i
r.�2r 0.008 0.059 0.091 0.003
(' '.00 4 17c
a.Yvv -1.000 *• -1.000 * -1 00 * -• i. • ►•:.
-1.0003 .v:•J i. vti i� * _1 •.i.r.
0.064 0.165 0.013
3 0.009 0.0rp 0.001
'
1.000 * -1 r.. -1 A i 1 j '
0.7:� /.s S•. * a•Vi.•:) 3 -1.000 } -1.000 -1.000 : -1.000
a _1 ,\
•I.•.y t.. 27 0.8:5 �.3001 f{ t��) i�
-! a 2.077 0.-f?
-1.00'' * -1.000 * -1.000 -1.000
-1.o.::o i -1.00 * -1.000 ! -1.000 4 -!
-1 '•.• /L 1.• -1.00)-1.0=00 * -1.000 4 01• -1 ..'
:.•...v 4 -1.000 f -1. 00 f 1..•:•J 4 -1.o0oo *-1.',''. 4 -1 jt;
* - ? 2. `-_-
44*

:RUIN CREEK 1CiT?
•II�„`T'�--- �'•'1 -i �^:.i�tii:r i?i, "i�wi Rf1\it► �.� � (f � i
1 .tl L:d l ft.l-i. A.•L J.vv•. . SE t CLL ! .{ 1 C0 CE :TRA I 1 S l•! J L )
NAME ,AME NAME NAME NAME
_ NAME r ▪ 1,�V1•.'
I.ir4:�L11 E• � �•C�«• NASTVEST
- NAME MANE
liRRIS t .,ASFR IllK LIEU' W1 C011
16- • 3o. 28. 4o. 44. 11. 43. 1 IN 0.011 0.002 '• 011: 0.006 f� 4L5 0.298
•v•:. v•vati
:tit T 17 ::Afi
.,Ur .)4r.v•ri 7u:i.v�V v.vvv Z�? t
c., 1352. 000 1.000 , 00 0 0 43.0000
t^
TdJ 248.000 i'iiv. y0y -: t,n� ZL i nnn , � � 446.00J�J7'F•.r. •.I:G
--'•w0• 361.000 5� 00r 2L 0f `
.1y3 r ��• .i)v Laat?. ;•a0 i7 � ,,00 L , ,
n. , .v.v hr
.. tr :• -1.000 * -1.000 * -1.000 }-1.000 n
CD O.tJL3 rS ,GS � l,.._a.�i:ti-1.000 f
V.a•sJ V.Y 0.025 ,�?
C
r�7e
CR �;. 02 2.210 r : ; ; 0. vim^ O. e/�J 0. �725 0.025
0. _ .,,0.025
CU 0.210 !i :. 0.090 0.025 0.600 0.215
..360 0.675 0.275 0.025 0
{^.il -1.000 *-1.000 -1.000 * 0.025 O.LVO 0.390
-1.000 4 -1.000 * -1.000 * -1.0 0 * nr
PA 0.110 4.290 . / 19 ,- -1. 0•:.� *
US r 0.210 0.050 0.05:! 5.610 0 22T
-1.000 * -1.t 03 * -1.000 * -1.000 *-1.000•._�
'{I 0.025 aq; , r-1.000 i -1.000 * -1,i 00 x
�+1. , . 3 1.120 0.135 0.057 0. 025 3
AG -1.000 * -1.000 .,_ G• 04,: 0.053
v * 0.025 0.610 -1.000 * -1.000 f 0.025 . 0.025
IN 0.250 1.610
F:N•� -1.0005* _ .6 1.290 0.930 0.157 0.208 36.200 1.000
1.00,0 *-1.000 * * -1.000 * -1.000
AS -1.000 * -1.000-1.000 * -1.000 * -1.000
-1.000 * -1.000 * -1.000 * -1.000 * -1.000 *-1,000 *
EE-1.000 *-1.050 * _1 000 * -1.000
SE -i. J07 * -1, ;i:j:1 * -1.000 * _s * -1.000 * -1.000 * -i.vv0 r -1.000*
=.000 -1. 00 * -1.000 * -1.000 * -1.000 *
INDUSTRIES AND P':LLU'TANT LOADINGS WOUNDS/DM
' 11t►.
i riME 6 ._. tt�'.t. ME NAME NAME NAME NAME
{.JvYall vJ �..1iv ' C `-. tl' MAST VEST
1.
„LEI_/{:t IMAS t VEST FRAUN CLISTL WINCON
1 J
PGL
BOD 31.354 I,A
•'., 412.330 .67.654 3.878 9.941 297.571 11.034
73TSS 22.752- 32.793 18.148 18.064 224.930 646.183
lil.96,,
NH3 -1.000 * -1, 0:10 f1. 576
-1.000 * -1.000 *-1.000 * -1.000 * -1.000 * -1.000
CD 0.002 r•CO3 0.011
_ �.,,.,� 0.001 0.097 0.062 0.002
CR 0,002 .:�Tn�L 0.001
2 0. O.026 0.005 0.097 0.062 0.040 ,5
CU 0. 019 005 0.090 0.014 0. 097 0. 062 0.0250. Ot:..
C"1 -1.000 * -1.000 0.010
000
* -i. it *-1.000. * -1.000 4 -1.Os;v } -1.000 *
FA 0.010 0.072 -1.000
uS -1 pr.n •�.. ,., O. �i11 0.194 0.124 0.374 0 0�'S
..., -1.303 -1.000 * r00 * -1.000 , �. . ,
Ili r:ti2.,J,.*-+1.t�I:� * -1 000 -1.000
AS • .033 0.0072 L�
_ 0.149 0..21 0. 06:. s).1rJ f 0. Ot)1
n, _
7.N �1.00, 1. 00 0.003 0.031 -1.000 * -1.000 } 0 002 All
FRE
TO. o r:
G. 027 0 172 v 047 A 25 , -,
_1 h.•� :.a .. .♦/./:.i (r.da7 •% 41C �, tj'Sc
_1 or
Ai ir'1 a.:• • .•Iit:V f -1.000 ▪ _1.h1;!) 'F-1,LI;�y { _t !:i•r, * :i.
t,f;:j:j :j • -1.(•:,i * -;,^S):j *
-1.000 f -1.000 t -1.000 : _, JOt�
I, Ali' !•,f-1.000
i:i• ' t• v
* -1.000 = Z � is 1'
�_ -1.000 � -• � _t r..; . -1.000 '' t L'''t)'' �-1.Oi;s}
a . • •)•/ f 1 . 33 1 .000 ' -1.000 f 1`0 ♦

7•
• 1 WI`. CREEi. Ri•11
a••YLv•-:♦EV r.g.. r av_••-1'-- :LLJ • A.t 1-_r-::. ;-.: a: •. Sn %-i
tt -'t' ct^••E .tom. _ . %i.
��t(
7. 20.
• vV l.t±._ 0.041 L.:r:v �i
J •.� = •�: 0t i. :i r:
4. •1•i
BD 1741.000 d9C A�•rt �r3t 1 :,•T. - r. - --
T s 1. J•: Y ♦2I J'. : • 0 .00 ..rt.T 500 105.0i0
•'•- •� t 1'� r.ti•
� LL itr1A •�tL r::ih •r n• •.7.s
TEE 15..00, 2ay.00l T 00 000 1+:' 000 - ,•• CI 00
1, � 0%:I•t/•JL V.• iY L•J.'l 1. rf
•r3-1.000r .L•00 • -1.000 00 -1.000 t -1.00 i r•i., * -1.000
'•� r Ali! •- 0.03
C 0.0/ 0 0.0l3 0.0E5 0.025
j1 0.050
.. Ltv
C9 0.090 ll 10 0.273
•• 0.730 Y. L:Ii 3,700 0.650 0 0E� • a9•• 0.675
n 4V. V.ry U. t�'.
LL -1.000 -1. ;iti x• -• h •"' -i it L.l ��. f i • y:: •! : t -1.000 * -1 i.:::, -1.000 *
r,
PC Y+: .6207f 0.1tri2 1.37.. 0.655 r, •}-L •=h 95
J.276 i.ivv i. -�
ip * _4 •�r.r Y. rY.1
-1 00 jj�� r
t• -1.000a.%Ytl a.•iYV + -1.000 f -1•tvJ * -i.00c t • 000 t
•• i.•J :'J
NI n :ten nn �-� ,,.
It 0.110 V.:•vv v.2v J 195 - 0 043 A r•^= 0.095
��++ ,,SS
r1] -1.000 s 0.025
5 02
' 0.025
0.525
0.025 •� 0
25
'IN 0.700 1.410 2.100 1.923 - ! 303 0:.0 2.020
. Iti! Ii.V•f%
-1.000PHE • -1.000 '� -1.000 -1.000 -Leo *AS
-1.000 t -1.000
-1.000 • 1.03 * -1.000 000 * -1 005 ..1 fr• 00
L 1.000 - a.y'.•: * -1.000 : -1.000 a -1.c•0 { -1 000 * -1.000
a •I •J a. V •.
SE -1.000 } -1.000 I -1.000 *-1.000 = -1.000
i -7 r•00 t -1.000
.4•:L a.II •.••: >:
t Nr t•tJ l,:a-S AND 1 0LL tr111 LURL.•.2S 1 r:!1• i:ll t
s1g .i• E NAME NAH NeE .A..L NAME
tt.LLi1Y T •r •` iT•tRT'•1 d- •: nr't%� _. �::rr ���111:1
.-: 1:- IL.t L•. 1 `!:arid J :.-It•J5 J•I.ti .a
P. VL
300 261.359 170.2 6 631.355 . 32. 26 165.537 56,i21 50.374
ISS 27. Y2.. 254.028 4' 934 18.973 27 75 7.11 �� / a. f �[• NUJ Ll • Wit:
00
{t -4 n i -1 iti:r
,..IJ ... ....:) !.C'��t) f -1.000 • -is � •) -1, :;v t -1 i tlii i
CD 0.011 V w 1+ 0 't L 0.002 0.014
i Ar•�
CR •La.• G.`�LJ 0.�•:i �. L•J+.•
0.014 - rt r': /� 0 r 00 /1Il�� ?C! 0.014 0.016
V. %•J :. n,1%/•% •!. •JYt% Y..J1
CL' 0.110 1.01� 0.v1; C.�:2 0. 0.045
.' ligh -1
11 -1. I.Y # ';�; t i 00• -1.000 i , ,y J
-i.'v.. i -1.�0) '� -i.t�.v•i.-1.000 f 0t It
1•. r •r. �
0.093 ••••-., 0/ -7 r) 090 1' 07•i 1i 1L •
'l.ill7 0.017 l.'J.4 l.:'I i y.U4
::S _ : t•1�it
u 1.•i•J 2 -• f_'.'t -1.000 -t lllil 1J l r`i/i = -hoe() -i 'i•i
,Y
. ./Jy �i•0J•3 •/•�t :•v v.•.au 4t•vat t!. v:r
0.007 v..va 0.003 .lira
7u fft 1• _ _. Jv_
4
•• :•' 'J...II' �1.4-!J •:1v f.♦ f !i 1T5
F•• -! r.11 ry
. S 1.000 • +♦Iv. -: -1.000
I,�-I,c.,:; _ f -1 AAr = {1I:i�! f h0 i -1 1 :: 0:``P
r+-i•v�:�% t = * -i A::� f -1 :•:I *-1,rt:i:� t-1.0•1:) }
-1.000 ♦.'�'. a.
EE
11'. .•:'/.1-Z•0(i�1 f-1.1..•" _ -1. •o f -a.:6 i -1.c• o
t rJEFAU T 1• • _ A
••

-MPORUTIO i ON
:MN CREEK g4TP
CREEK A►f ! 1
.r
09:40:5-vt.
.. v.
.
DOMESTIC .!o�f:��lusrjj'+�1 t CONTRIB. 1
! O1. S 1 :C (UNCC i ROL. I REMOVAL .ilf,.::V. , trnl RATES rr�
, 1 rnl � .1
1 1 1
t POLLUTANT : CONC. (MO/: i 1 ! ��.•r,Ot�L�`fn ! PRIMARY
1 1
Lu,• . 8v/ D) 1 PRIMARi ! SECONDARY TERTIARY
G
11 411 1 f vE�. V{���fl i 1 1 L� i 1 �`\� 1 POLLUTANT :
BOO
188 Itiv
NH3
CD
ER
CU
EN
00
flu
NI
AS
Zf
AS
B
SE
1
!
164.00
iiv,5v.i4 1 19 * 94
104.00 7200.82 1 45 * 94
10.00 1301.69 1
0.01 0.69 1 1 * . 6a
0.01 0.69 1 27 * 5 * 2 *
76 *
0.03 2.08 1 22 f 82 3
0.02 1.38 1 27
59
0.05 * 1 3.39 * 1 57 i 81 * I
0.00 + 1 0.02 * 1 10
0.03 , 2.02 1 14 * 32 4
0.01 ! 1 0.35 { 1 20 x 94
0.15 10.39 1 27
77 *
-1.00 * 1 -1.00 * 1 0 3 1 99
0.00 * 1 0.21 * 1 12 * 40
-1.00 * : -1.00 * 1 1
' -1.00 : 1 -1.00 IF1 1 *
9 � 50 *
* - INDICATES DEFAULT DATA USED
BCD
TSS
NH3
CD
CR
CJ
Cif
p9
HS
NI
AG
IN
PHE
AS
BE
SE

09;
MASS BALANCE CHECK
_ O L rt-a:T
CALCULATED tti01 FIELD SAMPLING DATA
1 I
1
1 UNCONTROLLABLE 1 Cr1UT'{R�O I R 1 - POTW
ll1r1�.1 L•JIII(t1.1_LnJLL TOTAL 1
1 (DOMESTIC) 1 (INDUSTRIAL) SOURCES INFLUENT L_.127_,. _
SOURCES SOURCES SOURCES (CiL..20) LOAD (COLS.4.'.5)
(! BS/r Y) rL/1 ri ^;11AY1 J_ .
4n1 1 _ /DAY: `L Vtr,n . (L98l,'AYI (PERCENT)
T1
20D 11355.14 16025.32 27380,47 27453.61
33 1 7200.82 14314.4221515,24 31544.33 i
•� , 1301.69 I -1.00 13 i.69 4 1490.86
`
O.J9 1.?_ s 1.i2 1.82 1
C
0.69 3.34 4.03 4.55
.•,.2.081
8.47 10.54 13.64
;'! 1.38 +1 35
r 3.39 1 155.55 161.94 : 129.CO
-5 0,f2 0,62 0,04 1 -Q01.
4 60
5
?���� I v. v9 .� G.47 3.45
0.35 ; 0.45 0.80 1 -1.00
'y 10.39 ,4 t 1 -
°4._ 1t,T.b3 1 1�9.�:9 1 _..2:,
E -1.00 0.43 0.43 8 59,Cl 1
r
::; 0.21- 0.24 0.45 1 -' 00
/t 1 1.00 1
u,E -1.00 I-1..1i. - -1.00. 1
-- -1.00 _1 ...
1
* -1 INDICATES DATA NOT AVAILABLE
a EASED n.; FIELD ROILING FOR�C0r.ITROLi net E SOURCES ONLY
: ON 1 a_� .pa. t:? DATA 1r:it.w1:11J �nr�ti SOURCES nL
8 8.. EED ON FIELD SANPLINS DATA FOR CONTROLLABLE SOURCES ONLY
1,79
2.69 4
J.55
:1.37
_2.t7
-25,54
-1.4.12

•
0.
•1 .
IRWIN CREEK iiNTP f
09:I0.•,c
Lit.T'lavv
-1!i•�1i �•ft�Tt11iL /'Jr'f 1
t t•I. t . • V•t 0.;Ia.ENTR 7 + IIJIIJ 11a.#L11
1 It!HIL. 1 £NNIS.
[•;1/ 1 J+-t.IT 1 ACT. C1 ►JiT� -
• t:LLat1rt1 . AC . Vim. i ,la l.tI .
INHIS.i.ta.•.
i AN. i 1•.
i vaLC HE DES INNIS 1HRE3LD VALUES /LCS /' L 1
1 1
1 1
1 1
I INNIL. I I`IHI3. 1
i ACT. vL. : NI iii4iG. i
1NHI6. I LI T 11Ir} I
AN DIS 1 FACTOR 1
RIt. Jtu. 1 FACTOR 1
^7TsTINS I FINAL I
:.na�t.11J 1
INFLUENT 1 I�''.3TD 1VA1 :
a••. L4JLIll s .a:1 1fla_: s1T
( 35/0.It 1 11 ES/:ITV: IC•Q: 1 tUT N 1
tLJ•J/ 1 r 1L✓..1 JIt l :) LLLf t Itl /
BED
*LE
NH3
1. l
t.
CR
1. J
.
FB
Li3It
►r
AB
Z.t
r.
AC
04
SE
SE
1 1
- 1.031 -1.00 1
-1.00 1 -1.00 1
- 1.0 1 -1.0t0 1 -1.00 1
1.00 1 5.20 1 2h.001.0
Y
' 0.25 I 110.0 1
1.00 1 0.05
r 0
0.10 ' /�
• 1 �`J• 3ti 1 -l. V'l 1
0.10 ! 0.50 1 340.00 1
0.10 1 -1.00 1 -1.00 1
' n/� ~qq 1 1h i
1.00 1 V. 25J 1. .0.... 1
0.25 : • -1.00 1 -1.00 1
0 09 r 08 I d.� 1 00 1
. •..f 1 0. V�i 1 Tlf•s. Y i 1
50.00 1 4.00 1 -1.00 1
1 1 1
0.110 : -1.00 I -1.; I
- 1.00 1 -1.00 1 00
a.•L• 1
- 1.00 1 -1.0; 1 -1.00 I
COMPARISON OF •lEtD 16RKS LJADIN6 LIMITS
(LEC/DAY)
-1.00 I
-1.001
1
-1.00
106.95 1
124.53 1
116.55 1
12.45 1
21.14 1
10.10 1
105.70 1
28.41 1
9.96 I
4940.54 1
10.33 I
-1.'Jv 1
-1.00 1
1 £LJ_ii 1 :iEE ON 1 FINAL 1
• F"111 1•-ALT 1-1•RT.11_4: :INHIBITION: 12UA TTt/ : LOAD 1 LOADING L--►a1 i:1t1 1 it RCUv. t! 1 a•It ltra 1 iC1 1 YPJf1La 1 I 1 LV 1 0 N6 1
BCD
T
1v8
NH3
CD
Cr
CU
CN
GO
ES
1%I tt
AS
IN 1
rI•E
AS
SE
1 21rii.^i 33 1 7453
t I;.vu.vJ 1 �%TttJ.Jj 1
1 45453.00 I 31544.38 1
1694.52 1 1450.86 1
7f23 1 18.31 1
27.36 1 94.69 1
1
1++,1 i7 ! Lsi.1 21
V2- .LV5 1
;:;;
1I U• 17 M-. 1
1 29.0 1
-
i•'J•�C t 111.10 '
21•-r` .1
.._.i 1 LV.41 1
25.35 • 73.75i
a•••• 4540.v1 I
10. .7 • 11' 7�
1
a 'i, vv 1
1 .
1. a.:0 1
2. -.3 -1.00 i
-1.00 1 32326../ 1 2526.00 1
(iA 1 r
- .J0 1 31275.00 1 31275.00 1
343.37 1 -1.00 1 543.37 1
r1 1 -1 i 1 atr. 1
.. L4 1 1 .00 : 3.28J 1
7 1 r
33.v3 1 -1.00 1 27.36 1
70.43 1 -1.00 1 10.94 1
- 1.00 I -1.00 1 1
462.27 1 -1.00 1 17.28 1
-1.00 1 -1.00 1 10.10 1
37.7,0 ' -1. 0 1 9.66 1
- it l' 1 �t 1
i.•.•1 1 ..1... I
45 J2 1 -1 00 1 28 1
svv. Iv 1 . L 1 i , a1J .
- 60 1
• itf 1 4940.54
nq.
-! 0 1 -: ' i 1 1.46 1
- 1.00 i-1.00 1 2.63 i
•.ICJ E : .. -- .• - •••!• •: +G'1 E. 7.F1
-1.00 1
- 1.00 1
-1.00 1
5900aJv.8a9 1 !
94.69 1
25.25
75.39 1
239.23 1
- 1.00 1
33.42 1
-1.00 1
31.62 1
36362.43 1
-1.00 I
- 1.00 1
-1.00 1
•
-1.00 1 -1.00 1 27453.61 127453.61 1
'tt 1 00 1 31R Z+� 1 3�
sV=) / -1a,:• 1 JaV44.•J] ! 31JZ1�1vJ 1
- 1.00 I -1.00 : 1490.56 1 1490%56 1
1^ 31 1 18.31 1 1 22 I 1
air.Ja : a suL t 18.31 1
121.92 I 94.69 1 4.55 1 94.69 I
41.09 1 25.25 1 13.64 1 25.25 1
is 1
- .00 1 12.45 1 -1.00 1 12.45 1
353.57 1 21.14 : 9. Qti I 129.00 I
-1.00 1 10.10 1 -Loa 1 10.10
26.32 1 26.32 1 3.45 1 26.32'
- 1.00 I 28.41 1 1.00 1 22.41
437.38 1 9.96 1 1 159.03 1
-1.00 I 4940.54 : -1.00 I 4940.54 1
- 1.00 1 10 33 1 -1 00 1 1 n 33 I
. •:v 1 L.• 1 L .ti1v 1
- 1.00 1 -1.00 1 -1.00 I. -1.00 1
-1.00 1 -1.00 1 -1.00 1 -1.00 1
DOD
S,
n
1.l1J
NL' T
CD
CR
CJ 1
CN 1
iL 1
HOO
NI 1 1
AS
I�1
?HE
AS
`
u1SE

•1 . •
•.t• e.11 ..: .J•t
}•\rs.•t CREEK Wf
TOTALTOTAL POUNDS r!_ POLLUTANT COF --' TO ACTUAL .-rr.r}\:-.L/Zj 1
f Lit. 1 1i.,.1,J t.. 1•. ...c . .. ... t+nL .. s:uj. • uri�
4LLCWASLE ACTUAL ALLC 1; 51E ACTUr4L REHIRED
TOTAL !r! ON r,j Tr•-ss.T:..T'! T'. r.rlCT+' *,.1
Vltkuu{ 1 e%J... littrtiv :.\�;+L •t 1 J1 i i : L £: u. REMOVAL
=3L. FOUNDS/DAY POUNDS/DAY :,ri�:1�D- .0 Y crr�1.D_ DAY r : 1
1 _..i:�Ll:!-:• 1 sr.r..r.Iu::l FJt:•_•iaa:S1Df+i
1..0.D
,D 325'6.00 11355.14
a11 2117:.E6 16025.32 0.00
.SS 31275.00 7200.82 2407. 1 n 1 45•. 42 0.00
Ei f!�f L�J • ti:T■
4z .vr 37 1301.69 1 0.00 - .00 -1.00 -5
... V J
:1 3.28 0.69 ,.00
s.,r9 n ; 1 r
•� 1. _J t
JR 27.3u 0,69 26.67 3.34 0.00
_0 10.94 2.08 8.87 5.47 0.00
1i
fir. 1
(� r 'y
1 .V• .JL 0.22 0.•1V i) 33
73 17.28 2.39 1� 89 153 5
1J•... Lat:.uJ 144.66
'3 10.10 0.02 10.08 0.02 0.00
r ry
''I 9.66 2.03 7.53 6.39 0.00
f.3 21.57 0.. 5 21.54 IfY"'6 0.00
}
-tr 2S 55 10I� 1 G 13 9 30 7: 13
••• a. .V tY.•JJ �L. ••� � I'1. LV
J\'_ 4940,54 -1.00 -1.00 C.+ -1.00
10.33 0.21 1r 12 0.24
-i.r�
01
-- 1.46 -1.00 -1 0n
EF 2.63 -1.00 -1.00 -1 00 -1.00
TOTALTOTAL POUNDS CF POLLUTANT COMP RE TO ACTUAL FOUNDS/DAY 3`
� L•!ttlV COMPARED i7!:�.t 1 V }TL! Jfli . C.Vr LV L' t
US N13' SAFETY FACTOR V! 25 !1 •
ALL0 iASLE EXPANSIO1 ACTUAL ALL.j GLE ACTUAL tEC J11iD
TOTAL AhD Ur-:CONTL0r INUSTRI Al I:•:�sl3TR1 -1. r
�it.:lt:.w:• \ uJ.l1.t i'L :iut:1\rtL1+ vit�(IR
LiO. I...I:u r r._
. J..• FOUNDS/PAY -SAFETY FaCT0R F_. NDL/DAY P01I! DSl liA�t G; UN::1S/DAY ^C11N 3 fDA/J
J POUNDS/DAY a. 1 1 •v1.tLV! JM!
:019 32526.00
31275.00 _
*13 5TJ•37
1• 3.28
CR 27.36
•.1 _4 is%(7 ,r4 Gt
:4 1.60
:3 1 7 28
S
-3 10.10
111 9.65
:3 21.59
10.•3_3
1 .L
I.L
� L T J
11355.14 13039, 366 'fir 16025•3 298. 9
•f; - i f iJ
7100.82 52V5. J 14314,42 0.00
l301 .•67 0.00 -1.00 . !1l -!L00f,
0.69 1.77
0.69 19.83 3.34 0.00
'i iL i, ••
2.0.J 6.13 8.47 2.34
1. •JV 0.00 0.55 0.55
37 9.57 158.55 142.92
0.02 7.55 0.02 i;fv• 00
2.05 5.176.39 1.23
0 16.07 0.46 0.00
10.3? 11.03 94.50 83.27 -r
-1.00
-1.00 0.43
-1 1:t
0.21 7.54 0.24 0.00
-1.0v -1.00 -1.00 00
1.00 -1.00 -1.00 -MO
:L•t •..L

Ii lFCRM STICE1iT&ATIOii INDUSTRIAL EFFLUENT iT LIMITS II IG/ Li `1%l Liii1N CREEK WWI?
(APPLIES NON -DOMESTIC FLOW ONLY)
lam/ LJ TO :\J! VIIL 1 FLOW ��:•..
.!V I .:.I tit
IL1
. t
USING TOTAL �l:1SS�T1',l+R! FLOW* 1 USING ONLY lilt CONTRIBUTORY ..1 ^ !/11 U •NG TOTAL INDUSTRIAL . LOA / r SU3 ONLY INS. ! LRliiS* IA:
i
1 ICI
Iul
1 i,S /t'i SAFETY FACTOR: 1.!/ SAFETY �AnTii-! 1 !.S (�y SAFETY FACTOR: 1.1) � ltty,}T'i3 r I+1
1 W/O SA! ET I ACTOR: 1/ SA L Y Y FACTOR [ 4f 0 SA) L 1 1 ! 4CTDR t Ill SAFETY FACTOR 1 C1i � RI F! I i 1
t POLLUTANT 1 1 1 tlwY. Y'' 1�YJt!
1 t POLLUTANT !
DOD
T53
NH3
D
{.
r
LIti ,7
n'{
V
r. u
La
F9
HG
1
.'I
A9
IJ
ut
PHE1 1[�
49
SE
SE
260.00 I 260.00 260.00
250 00 ' ,-:. /� 2 0jj
LJ . 1 LEY. VS/ 250.00
It • r
tr
0.12 I 0.09 0.12
1.24 . 0.92 1.23
0.41 I 0.29 0.41
0.01 , 4 0.04
0.64 1 0.44 0.64
0.47 I 0.35 2.49
0.35 0.24 0.35
1.00 I 0.74 2.39
1
.94 IJ/.y51 .cl.4
1
`� I L'
0.47 f 0.35 2.57
P. t I a
p
t t I
1 I I
260.00 t 1 . Evr5 I Ll Y V p {
2E0 00 1 2.5325 ID: I TES !
0.09 In.9 , 2.5325 a 41 CD
0.92 L q 5925 1141 t
L 1 ...JrrJ lA! CR
0.2B 2.5325 :WI CJ
1 I ! .V/v5 :W1 CN
2.5925 pa
1
1.97 1 10.•��� I1 fl ^ t
4tivst II1 I
1 2.5325 tL
A1 NI 1
1.77 1 1. fi.65 !'.11 A3
.Ji 1 2.5I25 !WI t..4 1
;1 I A 90t: 1 t P}
1 .�V 1J 1 1 1 I.L.
1.72 I 0.4720 III 49
1 0.0000 1 f BE
.a 1 ri .•i 4t ! Sr
1 ;Y 1 1 9V
� -t•�VJ--• n•JTR ElT RY FLU 19 DEFINED AS TOTAL FLOW FROM THOSE INDUSTRIES CONTRIBUTING THE SPECIFIC vLiT. uT
/
-
�- •\RFF CiE? T DATA AVAILABLE -FOR DERIVATION VF { LOCAL LiIL
T. -
1 -
LOCAL LaOt T NOT DERIVED BECAUSE THE POLLUTANT LC4DINS FROM UNCONTROLLABLE /D5•EST1C) SOURCES
Er' THE MAXIMUM ALI z4W4B ♦♦ HEA-:�t.RKS i r:.D1►I3
f iiL MAXIMUM 11 LO A •JLL t V J�V If\J J..11t<.7.
SEE USERS NANU4L FOR R MORE DETAILED EXP:.A►!. TON OF FOOTNOTES.
It..:\J FOR MORE EXPLANATION HIV I:t' IL�i.
BASIS ::FTML TLnN• --
- PASS THROUGH (WATER -I4_ITt•
Fi - PASS THRUSH 1\!G(:-^ PC_sitT•
PASS s:iitJJt�tl (NHS , r::.ss s t
C - (�I Ilr.sr ;y11ri T TV
J vLvltV +.UriL1 . s
cSION •r, ► t;
�L�JftJY{ ��Lf1V II�VH
BOOTHS LOCAL LIMITS SET
S� 1' -n-.
tt - GSJJ I JS LCC L LI.1/ S EE L2L4L O r3 W DE IELEVELS :.:HEN LCLLLIi MASS' B1LA:10E
DERIVES LESS J I RIULN 1 L..1I S.

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 ALLOCATIONS
11t. c DEp . or h:
ifest:#-Re L
APR 8 1991
plYISleN
Of f„t;: u : -
.RESVILLE ;;' OFFICE
Y.,�-
Rf�1�,jAL OFFICE
CMUD - Irwin Ck WWTP
NC0024945
78.2% Domestic
Existing
Renewal
Irwin Creek
C
030834
Mecklenburg
MRO
I7 Barona
3/15/91
G15IrL!�
APR 24 1991
PERMITS & ENGINEERING
Stream Characteristic:
USGS #
Date:
Drainage Area:
Summer 7Q10:
Winter 7Q10:
Average Flow:
30Q2:
0214630000
8/14/89
31
4.90
7.70
43
9.90
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Numerous discussions have occurred between DEM and CMUD regarding the City's NPDES
permits in the Sugar Creek Basin. Charlotte is near capacity at each of the three WWTPs in the
basin, and needs more permitted wasteflow. DEM agreed to grant an 8 MGD expansion to the
McAlpine Creek WWTP and a 5 MGD expansion to one of the other two plants provided all three
facilities were upgraded to meet advanced tertiary limits (see attached letter dated Feb 12, 1991 to
Joe Stowe from Steve Tedder).
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: tn. `�►,jd)G'Vt,IGIL.. Date: �3�aa14�
Reviewed by
Instream Assessment: . �...,, Date:
Regional Supervisor:
Permits & Engineering:
ql
Date: 4j22-111
Date: 10 e'/' 4't
MAY 03 RETURN TO TECHNICAL SERVICES BY: 1991

2
Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
TP (mg/1):
TN (mg/1):
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
15 15
16 30
8 18
5 5
30 30
200 200
6-9 6-9
Monitor Monitor
Monitor Monitor
Note: This NPDES permit never issued since it was tied up in adjudication.
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
CBOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
TP (mg/1): Monitor Monitor
TN (mg/1): Monitor Monitor
* Effective April 1, 1995 per agreement between CMUD and DEM. Facility requested BOD limits in teirckS
0C- CBOD5 instead of BOD5. Stricter TSS limit is part of agreement with CMUD (see attached letter from S`fwe_
Tedder to J. Stowe dated 2/12/91).
Limits Changes Due To:
Instream Data
Ammonia Toxicity
Agreement w/facility
Monthly Average
Summer Winter
15 15
16 30
8 18
5 5
30 30
200 200
6-9 6-9
Monitor Monitor
Monitor Monitor
Monthly Average *
Summer
15
NL
5
Winter
15
NL
10
1 2
6 6
15 15
200 200
6-9 6-9
Parameter(s) Affected
BOD, NH3
NH3
TSS, NH3, CBOD5
(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 apply)
(WQ)
(WQ)
(WQ)
(WQ)

3
TOXICS
Toxicity Limit Monitoring Schedule
Existing Limit: Chronic/Quarterly/ 83%
Recommended Limit: Chronic/Quarterly/ 83%
Toxics or metals limits
Existing Limits: Daily Max
Cadmium (ug/1): 2.4
Chromium (ug/1): 61
Copper (ug/l): Monitor
Nickel (ug/1): 107
Lead (ug/l): 30
Zinc (ug/l): Monitor
Cyanide (ug/1): 6.1
Silver (ug/l): Monitor
Chlorine (ug/1): Monitor
Mercury (ug/1): Monitor
Recommended Limits: * Weekly Avg Daily Max
Cadmium (ug/1): 2.4 6.1 (WQ)
Chromium (ug/1): 61 224 (WQ)
Copper (ug/1): Monitor Monitor
Nickel (ug/1): 107 428 (WQ)
Lead (ug/1): 30 41 (WQ)
Zinc (ug/l): Monitor Monitor
Cyanide (ug/l): 6.1 21 (WQ)
Silver (ug/l): Monitor Monitor
Chlorine (ug/l): 21 ** (WQ)
* Metals limits to become effective 1/1/92 per agreement between CMUD and DEM
** Chlorine limit to be effective 4/1/95 when facility must meet upgraded limits.
Limits Changes Due To: Parameter(s) Affected
Facility has passed its whole effluent toxicity tests since 6/89.
Facility performing effluent monitoring for metals at high detection levels. Facility should be
notified that lowest detection levels should be used.

4
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Miscellaneous information pertinent to the renewal or new permit for this discharge. Include
relationship to the Basinwide management plan.
Charlotte began implementing an instream monitoring plan developed at the last permit renewal in
July. The data indicate that there were few DO problems last summer (2 violations at predicted sag
point), but very high levels of fecal coliform instream (occassionally upstream of discharge too).
INSTREAM MONITORING REQUIREMENTS:
Upstream:
Location: Irwin Ck just upstream of discharge
Downstream: Location: Sugar Ck at Arrowood Rd
Sugar Ck at Nations Ford Rd
Parameters: Temp, DO, conductivity, fecal coliform, pH, TP,
orthophosphorus, NH3, TKN, NOx
Frequencies: Summer: 3 times per week for DO, temp, conductivity, pH. Weekly for fecal
coliform.
Monthly for all other parameters.
Winter: Monthly for all parameters except no monitoring for TP and OP
Also recommend instream monitoring for copper, zinc, cyanide, silver, just upstream of discharge
and just
L downstream of discharge.
L:f nrr O e& CCCrG)
4,ot '
•
SPECIAL INSTRUCTIONS OR CONDITIONS /
Assimilative capacity exhausted for some parameters.
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 fits into basinwide plan)
Additional Information attached? (yes or no) If yes, explain attachments.
schematic, pretreatment spreadsheet, toxicity limit sheet, letter of agreement between CMUD and
DEM.

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03/18/91 ver3.1 TOXICS REVIEW
Facility: CMUD - Irwin Ck WWTP
NPDES Permit No.: NC0024945
Status (E, P, or M): E
Permitted Flow: 15.0 mgd
Actual Average Flow: 13.4 mgd
Subbasin: 030834
Receiving Stream: Irwin Creek I PRETREATMENT DATA I----EFLLUMIT DATA---- I
Stream Classification: C I ACTUAL PERMITTEDI I
7Q10: 4.9 cfs I Ind. + Ind. + I t, FREQUENCY I
IWC: 82.59 % I Domestic PERMITTED Domestic I OBSERVED -I of Chronic)
Stn'd / Bkg I Removal Domestic Act.Ind. Total Industrial Total 1 Eflluent 5 Criteria I
Pollutant AL Conc. 1 Eff. Load Load Load Load Load I Conc. ,� Violations)
(ug/1) (ug/1) 1 $ (#/d) (#/d) (#/d) (#/d) {#/d) I (ug/1) 9i(#vio/#sam)1
Cadmium S 2.0 1 92% 0.69 0.51 1.20
Chromium S 50.0 1 76% 0.69 6.50 7.19
Copper AL 7.0 1 82% 2.08 19.97 22.05
Nickel S 88.0 1 32% 2.08 2.75 4.83
Lead S 25.0 1 81% 3.39 3.06 6.45
Zinc AL 50.0 1 77% 10.39 9.33 19.72
Cyanide S 5.0 1 59% 1.38 0.04 1.42
Mercury S 0.012 1 86% 0.02
Silver AL 0.06 1 94% 0.35 0.29 0.64
Selenium S 5.00 1 04
Arsenic S 50.00 1 0%
Phenols S NA I 0%
NH3-N C I 0%
T.R.Ch1or.AL 17.0 I 0%
Pollutant
1.59
5.09
4.72
4.50
3.74
9.81
2.28
5.78
6.80
6.58
7.13
20.20
1.82 2.17
� I
70.0 10
70.0 112I5 I N
100.0 60 I P
50.0 50 II2f 1 u
370.0 ,rja iskatatiag1 T
169.0 5 afr% 2O * 1
0,2 1 5
10.0 ►V 1113$ 1 E
I c
I T
1 I
I 0
I N
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D MONITOR/LIMIT I--ADTN'L RECMMDTN'S--
Effluent Effluent Effluent Instream 1 Recomm'd
Conc. using using Conc. Based on Based on Based on 1 FREQUENCY INSTREAM
Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED I Eff. Mon. Monitor.
Load Criteria Influent Influent OBSERVED Influent Influent Effluent 1 based on Recomm'd 2
(#/d) (ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data 1 OBSERVED (YES/NO)
Cadmium S 1 3.45 2.422 0.859 1.630 0.00 Limit Limit 1 1 A
Chromium S 1 28.76 60.538 15.452 12.426 57.82 Limit Limit Limit I NCAC YES I N
Copper AL 1 5.37 8.475 35.547 10.962 57.82 Monitor Monitor Monitor I Weekly YES I A
Nickel S 1 17.87 106.546 29.440 40.049 82.59 Limit Limit Limit I NCAC YES I L
Lead S 1 18.17 30.269 10.983 12.139 41.30 Limit Limit Limit 1 NCAC YES 1 Y
Zinc AL 1 30.02 60.538 40.612 41.612 305.60 Monitor Monitor Monitor I Weekly YES I S
Cyanide S 1 1.68 6.054 5.222 0.000 139.58 Limit Limit I NCAC YES 1 I
Mercury S 1 0.01 0.015 0.000 0.000 0.00 1 1 S
Silver AL 1 0.14 0.073 0.345 1.164 8.26 Monitor Monitor Monitor 1 Weekly YES
Selenium S 1 0.69 6.054 0.000 0.000 0.00 1 1 R
Arsenic S 1 6.90 60.538 0.000 0.000 0.00 1 1 E
Phenols S 1 0.000 0.000 0.000 0.00 1 1 S
NH3-N C 1 0.000 0.00 1 1 U
T.R.Chlor.AL 1 20.583 0.00 I 1 L
I I I T
I I I S
` t'ac,Iiit,i hca been rem hnS efF. monapor5 reS )H (ct u)eett(i) Sync c. Juh.j '(go itar Ccf Cr, Cu, N,) Pb, Zr), Ca, 1+3, A3.
Canc. above, are. hic5hesl- oboerre d dw, nc� peruxt . No cc »-�c. vctue� � inch cc-e du daft, I 4an deJ chon.
I,h 5houlct we. (owe r de.te'c(on to vc b .

10/89
Facility Name eJi - C*. lalynP Permit # NGOOo.244.5
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 *September 1989) or subsequent versions.
The effluent 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 quarter1v 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 ,,,fin Apr ju.1 Oct • . Effluent
sampling for this testing shall be performed at the 11IPDEt 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: Environmental Sciences 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 iwassociation 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 4.9 cfs
Permited Flow !S MGD Recommended by:
IWC% $2. U
Basin & Sub -basin C; B34
Receiving Stream dirt. C4 g_4 es
County /' r_Le1e n Date ji.a l
**Chronic Toxicity (Ceriodaphnia) P/F at 83 %, Jn f4Pe Jt.1 btu , See Part , Condition