NC0024937_Wasteload Allocation_19910918

NPDES DOCUNENT SCANNING COVER SHEET
NPDES Permit:
NC0024937
Sugar Creek WWTP
Document Type:
Permit Issuance
ye
.
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
201 Facilities Plan
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
September 18, 1991
This document ies printed on reuse paper - ignore any
content on the rejterse side

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
ivci
2 6 1991
George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary Director
September 18, 1991
Mr. Russell W. Sherer, Chief, Bureau of Water Pollution Control
South Carolina Department of Health and Environmental Control
2600 Bull Street
Columbia, SC 29201
Subject: NPDES Permits: NC0024970 (McAlpine
Creek), NC0024937 (Sugar Creek), NC0024945
(Irwin Creek)
City of Charlotte
Mecklenburg County
Dear IV1 Sherer:
Thank you for your letter of September 9, 1991, expressing your concerns regarding the draft
NPDES permits for the City of Charlotte: McAlpine Creek, Sugar Creek, and Irwin Creek. The
North Carolina Division of Environmental Management (NCDEM) has reviewed the comments
contained in your letter. The items are addressed in the following :
(1)- The oes not p an to require Charlotte to fund the establishment of a new USGS
flow gauge at this time. However, a copy of your letter has been forwarded to the
permittee and we will continue to explore this need. Several issues will need to be
addressed including: 1) the availability of USGS gauging equipment and maintenance
resources; and 2) the establishment of an appropriate location where accurate flow records
may be obtained. In particular, we are concerned that an unstable stream channel bottom
will make it difficult to obtain accurate measurements. It is recommended that the
SCDHEC discuss the feasibility of a gauge with the USGS so that more specific details can
be presented to the NCDEM and the permittee.
Also, with regard to a real-time water quality monitoring station, we need more explanation
as to why a station of this type is really needed. Real-time data are typically collected for
short term events where a high degree of variability is expected. We are not aware that
diurnal variation in dissolved oxygen is an issue. It has been our experience that these
gauges require frequent maintenance and are costly to maintain. Since we have established
twelve monitoring stations covering a wide range of parameters, and given that these
stations will be monitored three times per week during the summer months, it appears that
adequate monitoring requirements exist to evaluate permit effectiveness. If you do not
concur, we would be interested in hearing a stronger rationale for the proposed real-time
monitoring.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

(2) A QUAL2E model is in the process of being calibrated for the Sugar Creek Basin by our
Technical Support Branch. We concur that future expansions by the City of Charlotte
should be evaluated using this tool. A copy of the report detailing model development will
be forwarded to you upon completion. You may contact Mr. Trevor Clements or Ms. Ruth
Swanek at 919/733-5083 regarding this modeling effort.
The permits contain continuous flow monitoring requirements. The City flow records
would be available for the NCDEM if needed. Part II, Section C.4. requires notification to
the NCDEM of treatment plant bypasses.
(4) The State of North Carolina has an approved toxicity program. The three above mentioned
permits contain toxicity limits, not monitoring. The Division would work with the facility
to evaluate methods for toxicity reduction if needed.
(5) Reduction of nutrient levels is expected with the reduction of oxygen consuming waste
discharge allowable upon plant expansion. Monitoring of total phosphorus and total
nitrogen will be required (effluent and instream) so that any unwanted trends can be
detected early on. The SCDHEC should continue to provide the NCDEM with updates
regarding any demonstrated eutrophication problems along with any basinwide
management efforts that have been implemented by the State of South Carolina so that our
management efforts will be consistent.
(3)
Thank you again for your letter. Final copies of the permits are attached for your review. If you
have any questions, you may contact Mr. Trevor Clements or Mr. Don Safrit at 919/733-5083.
Sincerely,
Steve W. Tedder, Chief
Water Quality Section
cc: Mooresville Regional Office
pportBranch
Central Files

State of North Carolina
Department of Environment, Health, and Natural Resources
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
William W. Cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT\
May 8, 1991
Mr. Joe Stowe, Director
Charlotte -Mecklenburg Utility Department
5100 Brookshire Boulevard
Charlotte, North Carolina 28216
Dear Mr. Stowe:
NVED
n4\N'(0a�g91
Lu�'t
•
,:
Subject: Instream Monitoring
Sugar Creek WWTP
NPDES Permit No. NC0024937
McAlpine Creek WWTP
NPDES Permit No. NC0024970
Mecklenburg County, NC
Monthly monitoring reports for instream monitoring at the
subject facilities indicates that sampling is not being conducted
at the prescribed locations, or the locations are being
mislabeled.
The McAlpine Creek facility is monitoring its second
upstream monitoring point on Sugar Creek at Highway 51. This is
upstream of the confluence with Little Sugar Creek. The facility
should be monitoring on Sugar Creek just above the confluence
with McAlpine Creek (see attached map - Point S5).
The Sugar Creek facility is labeling the upstream site
"Sugar Creek" when the upstream location is located on "Little
Sugar Creek". Also, one upstream site description is "Sugar
Creek at Steele Road"; this site should be Steele Creek at SC 270
(See attached map - Point ST1).
919 North Main Street, Mooresville, N.C. 28115 • Telephone [phone] • FAX [phone]
An Equal Opportunity Affirmative. Action Employer

Mr. Joe Stowe
Page Two
May 8, 1991
If any of the instream sites are inaccessible or if you have
any questions concerning this matter, please feel free to contact
this Office.
Sincerely,
D 14
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
cc: i/'I'revor Clements
KHC:se

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•
FEB 28 '91 11:39 HDR CHARLOTTE NC P.4
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 0024937
Sugar Creek, Mecklenburg
Dear Mr. Overcash:
The Charlotte -Mecklenburg Utility Department proposes to improve the ability of the Sugar
Creek Wastewater Treatment Plant to treat its influent wastewater and thus improve the
quality of effluent discharged to Sugar 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 Irwin Creek and Sugar Creek
Plants, applications for which are being sent under separate cover.
CMUD proposes a schedule for metals (cadmium, chromium, nickel, lead, and cyanide) with
monitoring only from the date of issuance until December 31, 1992. Effective lanuary 1,
1993, and lasting until the expiration of the permit, the following effluent limitations for the
heavy metals will be applicable:

FEB 28 '91 11:48 HDR CHARLOTTE NC
P.5
Weekly Avg. Daily Max
Parameter (i4g/1) (4g/1)
Cadmium 2.3 5.7
Nickel 101.0 404.0
Lead 29.0 39.0
Cyanide 5.7 19.0
Mercury 0.014 0,056
CMUD proposes to improve the Sugar Creek Wastewater Treatment Plant so that, upon
completion of construction of the facilities and calibration of equipment, the plant will mF
5.0 mg/1 CBO05, 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. 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.
-'(%°1))jk, qi-t0'()J:\:pcc>:\•3:9'\'1
a.ai5.te
N, = G lea
=Ji139
Glq
.of
k,- 1�
Should any questions arise concerning this application, please contact henry Forest at (704)
399-2221.
Very truly yours,
Charlotte -Mecklenburg Utility Department
Joe C. Stowe, Jr.
Director

FEB 28 '91 11:40 HDR CHARLOTTE NC P.6
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
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 proposes 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:

' FEB 28 '91 11:40 HDR CHARLOTTE NC
P.?
Parameter
Weekly Avg. Daily Max.
(fcg/l)
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
CMUD proposes to increase the flow of the Irwin Creek Wastewater Treatment Plant to 20.0
MGD; and upon completion of construction of the facilities and calibration of equipment, the
plant will meet 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. 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
Joe C. Stowe, Jr.
Director

R EQU
ESTNPDES WASTE LOAD
PERMIT NO.: NC0024937
PERMI 1"IBE NAME: CMUD / Sugar Creek WWTP
Facility Status: Existing
Permit Status: Renewal with Modification
Major Minor
Pipe No.: 001
Design Capacity: 20.0 MGD
Domestic (% of Flow): 91.4 %
Industrial (% of Flow): 8.6 %
Comments:
Plant is at 14.67 MGD and plans expansion to 20.0 MGD (see notes).
Pretreatment information attached. Percents based on new flow.
RECEIVING STREAM: Little Sugar Creek
Class: C
Sub -Basin: 03-08-34
Reference USGS Quad: G 15NW, Charlotte Eas (please attach)
County: Mecklenburg
Regional Office: Mooresville Regional Office
Previous Exp. Date: 8/31/91 Treatment Plant Class: III
Classification changes within three miles:
None within 3 mi.
PLOTTED
Requested by: Rosanne Barona Date: 3/15/91
Prepared by: � C _ ,� _ Date: RI/ ) lc,/
Reviewed by: _ % Date:-/3/1(
Dw , 7rn6i)) 14.f,I , g
Modeler
Date Rec.
#
JMN
3�151e11
(ati3
2
Drainage Area (nu ) , Avg. Strearnflow (cfs): kl7
7Q10 (cfs) 3,4 Winter 7Q10 (cfs)5. 30Q2 (cfs)
Toxicity Limits: IWC Sr/ % (144.10m(io) Acute hronic
fib °lo (21),T160)
Instream Monitoring: qbb rec_en-unerd brkStream mvn.b., rvr cbpper, ,n(,
Clanidc, �tiver GbbYC d..schastse_+ CIF Ataxic, lc
' Zane...)
Parameters r rr. Db, C'.oneitx4t 14j .Furl pr't i � 6P N4-kTUINbv
L. rCK,'jt> a6Dfc ty/,.,1•FCi,ll
Upstream 3 I-e s Location 2.s� rx�uiabo•c cad wl L.
3 53 cic C cti SC. 270
Downstream l ‘5,1-e. Location 4 .r CIE_ at mevH,
w; $vmrner 31 t.aux- ;sr +e np cond pH. Wcet:/y For kcal. awntWy For bfhav
Winter % f3ld OP
Effluent
Characteristics
` 1'4 • C.1
Sumrnei
rn6.0
h(,rrirar
) 20 in4Q
Summer
q:c./),,,.}e,.
BOD5 (mg/1)
a l
30
10
NH3-N (mg/1)
g
NL
1
2.
D.O. (mg/1)
5
5
Lt
TSS (mg/1)
a3
3D
15
15
F. Col. (/100 ml)
..(x)
OM
2AO
zoo
pH (SU)
Li-- q
(s-9
(i-- i
1-1--5
L'3.0:i t
t'Ihty Av4
I f.1:) m4,0
Dty ma-u
2b rn
WM{ Avcc
260160
f
Cadmium (Atli)
C'hvbmiVm (Atli)
a•3
NL
5•-?
NL
a.a
55
5.5"
220
*(,cal (Air
Lecd (f.)
1 o c
aS
4t4
39
c 13-
2S
3c2_
38
Cmanicle ( te)
t7lercu(t tJk .a)
5•?
'ON
t 5
.05to
5.5
, 013
IS
. 1:152
C hk,rnu. (f8l /)
tnctth Lrn.+,D It)
nnbn ill> i
.be(ome
r b fbr
L4 echve
l S
iIl1S2
tci
Comments: 26 mbrj to l efchve. 14111q5• act)tnatutd e/F'lutrtf
Mcntiborl Fry cc ppe.r- Zinc, ,S,(vc , A.••nanl five copc.ctiii
tALhal,L. Ft,/ 3c n&& p ame-Ver_5
u3Q,G

q(o3o8oz
NPDES PRETREATMENT INFORMATION REQUEST FORM
FACILITY NAME: CM 14)
REQUESTER:P.45.-40,..g.„,4_4464,01ux.
C'uul-4C NPDES NO. NCO() mQ o3
DATE: 3 / d / ! / REGION:
PERMIT CONDITIONS COVERING PRETREAM7T
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)
IGN FICANP INDUSTRIAL USERS' (SIUs) CONTRIBUTIONS
SIU FLOW - TOTAL:
- CD4POSITION:
HEADWC)RKS REVIEW
PARAMETER
Cd
Cr
Cu
Ni
Pb
Zn
CN
Phenol
Other
PASS
;THROUGH
:ALLOWABLE
az
15./7
1•q7
0.1'7
10.05
TEXTILE:
METAL FINI
OTHER:
(Aito.4,sk
7
•
fOetnevS
•
�.acim....:J ��G� .
�R
DAILY LOAD IN LBS/DAY
DOMESTIC PERmia ri u
o.-1
I.11190 MGD
5.5760
3.611 1
1/.g/* .2.656,.E
0•z/q* O.3'5'l/
D,A
0.q140 ?CD
.070 MGD
MGD
MGD
D.003 M6.$
0.020 M6
0.006 MLIO
ACTUAL
INDUSTRIAL % REMOVAL
l30 Q%
32 �
Ale
99 V4
qz1 A
RECEIVED: 3 /101cj( REVIEWED BY: J42f1 ,(fie-s�evt RETURNED: 3 //� /9J

•
SUGAR CREEK WWTP PERMIT SUMMARY DATA
MAXIMUM MONTHLY AVERAGE POUNDS
I.U.NO I.U.
FEBRUARY 18, 1991
FLOW,MG MBOD #TSS #Cd #Cr #Cu #Cn fPb I/Ni #Ag HZn
1 0003 BARNHARDT MFG. 1.erilk 0.6500
2 0642 C & T REFINERY Fs 0.0950
3 0575 CATAWBA CHARLAB (.Yi F 0.0450
4 0483 CHAR. DEPT. OF TRANS. 64aje 1M.40.0080
5 0211 CHAR/MECIC HOSP. AUTH. .0620
6 0290 CONSOLIDATED ENGRAVERS liktiirk.0.0190
7 0451 EXCEL ELECTRONICS tllrla.1 mew. 0.0080
8 0640 EQUIPMENT SERVICES DP/. ( W 0.0080
2303.93 1355.25 0.2700 0.5400 0.7000 0.5400
198.08 747.93 0.0300 0.1200 0.2200 0.1800 0.2900 0.1600
24.00 20.00 0.0040 0.0040 0.0040 0.0100
16.00 17.00 0.0050 0.0200
0.0230 0.0130 0.1000
121.50 129.30 0.0259 0.1189
57.20 39.62 0.1100 0.6300 0.4300 0.1600 0.0600 0.4100 0.1100 0.0670
15.68 16.68 0.0067 0.2669 0.0801 0.0067 0.0267 0.0100 0.0133 0.0667
44.00 22.00 0.0030
....... 00298 �0030
:.....:•::: ......,::.:.•.: ;:6:88:=>-<::=:<3Y3•:g00�: 0 0214
:.9.b46a:.:;DERA>.Tf�xTi�.�.�c.�ec��r.�c�,;,•�►,:•:::»:;::::• •::•::•::::•:;:_:: -:::: •::.�.�:._::.�::::.........
10 0434 FLEISCHMANN'S VINEGAR F000t 0.0070 61.30 14.60 0.0015
0.0076 0.0292
11 0170 HARDCOATIIIOS, INC ik140.1 t. 0.0090 17.64 18.77 0.0038 0.3002 0.2027 0.0075 0.0300 0.1952 0.0525 0.0976
1000
13 0008 ICi AMERICAS �
12 0408 HENKFEL CORP. e1.. P.0.0300 293.99 195.16 0.0100 0.0300 0.1300 0.0.1000
., . , - . r s 0.0230 225.00 48.00 0.0050 0.0400 0.0400 0.4000 0.0700
14 0493 ISOMAT I"
........ 0.0180 35.30 60.00 0.0390 0.2567 0.3107 0.0300 0.0646 0.3573 0.0360 0.0751
�•::� �::::19.: .: �:::::::::: .::::..::::::. ?::::::::::::::. :..... 0.0500
... ................ .
0.0300
16 0212 KEETER DIXON PEARRE ifONIIIIII .0200 51.71 41.70 0.0083
0.0910 531.26 189.74 0.0400 0.0500
17 0454 LIDA CORP. ��,r��i 0.0600
18 0159 MERCY HOSPITAL re,,...... %�.,,,,,,,, ,l 0.0180 39.78 37.53 0.0080 0.0100
0.0420 166.38 437.85 0.0090 0 0300
19 0412 MITCHUM INC.
..r'�'.'1..........: •::::::: •::::::::::: ,•• :.:•:::•::•::::;•::.::: :::::;: •. :: ::>; ::;:::.:: ,' ....... O:OS84 0.2335
M ,................ :: ,.::0:2919:;:::•:.:;; <::•:::L1,2335 0.
:::.:.. r •.::::::::.::::.:;..::::.::. : •:::.:;.:.:..: .::::..::: ;:.:;:;o:D060 :.: -..: 0.0100
0.0028
020Q AAI. T13yCfQ� ENaR�:::::. . . ............ _ .. .
. � : .. ...:.........:. _ 0.0835 0.0292 0.0209 0.0104 0.0605
22 0400 OVERNITE TRANSPORT�ITION '.�+1b14.0•� 58.80 52.13 0.0125
23 0149 PEPSI COLA 1 vocL 0.0620 336.00 129.27
24 0419 PERFECTING 1,U.74rn �``..:4 4...9 0.0120 23.52 25.02 0.0260 0.1711 0.2072 0.0330 0.0430 0.2382 0.0240 0.0. 650
350
25 0484 PET DAIRY ca 0.0800 783.96 346.94 0.0200 0.1600 0.0500 0.6000
AA 0.0242
26 0424 PIEDMONT BISCUIT CO. 'rbodk 0.0100 69.14 35.78 0.0042 0.0183 0.07514
27 0146 PRESBYTERIAN HOSPITAL (,p A.. 0300 58.80 62.55 0.0125 0.0200
28 0440 RYDER TRUCK RENTAL -.R4r, ...s1.�S14,. 0.0030��11.26 10.76 0.0020 0.0035 0.0180 0.0125 0.0043
0.0200
29 0427 SANDOZ COLORS & CHEMICALS 0180 35.28 37.53
0.0100 19.60 20.85 0.0040 0.0400 0.0200 0.0700 0.0300
30 0649 SOUTHERN RR (LIDDELL) �,n� 0.0083
31 0674 SOUTHERN RR (N.TRYON) (a,,c1g 0.0050 9.80 10.43 0.0021
32 0005 SOUTHERN WIPERS 17ar l° 0.0�90 126.98 81.75 0.0100 0.1000
0.0200 0.0700
33 0462 SOUTHLAND REBUILDERS .lt��''M60 41.58 12.51 0.0060 0.0050 0.0300 0.0500 0.0200 0.0030 0.0300
34 0481 STANDARD TRUCKING T.P,.t,e,%1.e1�
0.0045 8.82 9.38 0.0009 0.0135 0.0038 0.0038 0.0071
35 0464 UNITED PARCEL SERVICE '�,,L 1�{1.44110.0150 147.00 31.00 0.0100 0.1300 0.0800 0.0800 0.0200 0.0030 0.0600
^��, �� 0.1040
36 0485 UNOCAL (ORR RD.)J1� 0.0500 296.07 167.00 0.0210 0.0210 0.0250 0.0170
37 0006 U.S. TEXTILE '" ..1 err 0.0500 187.00 104.00 0.0100 0.0300 0.2400
38 0134 VICTORY PRODUCTS 1,,,,,,,,,, 1.4��
0.0150 146.99 147.12 0.0080 0.0300 0.2800 0.1300 0.0200 0.0600
39 0260 WOONSOCKET `��.i•-: I e
0.1000 195.99 208.50 0.0200 0.9300 0.1400 0.0800 0.0600 0.2100
•
TOTAL
#'S ALLOWED
BY HEADWORKS
.17 D
1.7190 ' 7908.05 5577.34 0.7555 3.0790 3.5750 0.2541 2.5562 3.5711 0.3571 2.2014
I:, 8546.32 13369.80 1.3800 17.9700 4.9000 0.0000 7.5900 4.0100 14.6400 2.0500

.J(» ..)ybL_cru 1•-r:.)o t�c�l�Udy, marcn 11, 1991
4
NPDES=NC0024937
Variable
Sum
PIPE
_TYPE_
_FREQ
MCDL
MCRL
MCUL
MNIL
MPBL
MZNL
MCNL
MHGL
MAGL
MAS
MPHENOL
MFL
BODL
CODL
TSSL
MFLOW
43.0000000
0
267.0000000
0.4130364
0.9748754
2.1802208
2.7501453
1.7082756
7.9720901
0.0386731
0.1781290
0.0107899
10778.11
30958.80
5220.14
2.2339877

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 0024937
Sugar Creek, MECKLENBURG
Dear Mr. Overcash:
The Charlotte -Mecklenburg Utility Department proposes to improve the ability of the Sugar Creek
Wastewater Treatment Plant to treat its influent wastewater and thus improve the quality of effluent
discharged to Sugar 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 Irwin Creek and McAlpine 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 (Jug/l) (Agll)
Cadmium 2.3 5.7
Nickel 101.0 404.0
Lead 29.0 39.0
Cyanide 5.7 19.0
Mercury 0.014 0.056
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 the flow to 20.0 MGD and also improve the Sugar Creek Wastewater
Treatment Plant so that, upon completion of construction of the facilities and calibration of
equipment, the plant will meet and be limited to 5.0 mg/1 CBODS, 1.0 mg/l Ammonia (NH3 as N),
15.0 mg/1 Total Suspended Solids and other limits as appropriate. We propose that, during permit
preparation, that appropriate winter limits be included. We propose that these new limits would
become effective April 1, 1995, or following the first month that the plant's monthly average flow
exceeds 14.67 MGD, whichever occurs first. We request that, during permit preparation, CMUD be
allowed to present suggested alternatives to using flow to bring these new permit limits into effect.
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
Jo : C. Stowe, Jr.
Director
JCS/nct

1-D3
Preliminary Schedule
CMUD Wastewater Treatment Plant Expansions
Task
Year
1991
1992
1993
1994
1995
Month
JF
MA
Ma
JA
SO
ND
JF-
MA
MJ
_JA
SO
ND
JF
MA
MJ
JA
SO
ND
JF
MA
MJ
JA
SO
ND
JF
Kai MJ
JA
SO
ND
McAlpine Creek
Planning
Predesign
Design
Bidding
Contract Award
Construction
Operational Startup
Sugar Creek & Irwin Creek
Planning
Predesign
Design
Bidding
Contract Award
Construction
Operational Startup
A.
A.
1

FOR AGENCY USE
-t
STANDARD FORM A —MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the munlelpat 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 tin thca:-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult able
111 for standard measures of products or raw materials. (see Instructions)
1. Major Contributing Facility
(sae instructions)
Name
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Prindpal Product or Raw
Material (sloe instructions)
Product
Raw Material
4. Flow indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and wnetner this discharge is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering Inc municipal system
6. Characteristics of Wastewater
(see instructions)
Parameter
Name
406a Parameter
Number
401a
401 b
401c
401d
401 e
401 f
402
403a
403b
404a
404b
405
Barnhardt Manufacturing Company
1100 Hawthorne Lane
Charlotte
Mecklenburg
North Carolina
282 05
- 2293
bleached cotton fibers
650 thousand gallons per day
0 Intermittent (Int) SiContinuous(con)
® Yes DNo
4034
Quantity
403$
4031
see headworks data on back of this sheet
Units (Ste
Table III)
401ib Value
IV -I
sPp eas.7:e
This section contains ! page.

INFORMATION rm
SUGAR ;K t3vTP
v►LAR rrtCRE�t1 AtV 1 t
11,11v:v_-IES -AND DISCHARGE POLLUTANT
GLLUTA T CONCENTRATIONS (MG/Li
� r
NAME NAME NAME NAME NAME NAME NAME
CATCHA P..K:, UNOCAL nc_LHH „_NKE.. I,.IAtlE• ,WOCNSK
=;.:M 0.073 0.016 0.050 0.015 0.030 0.023 0.100
lx6D)
.CL
0.650
=_D 300.000 518.000 710.000 660.000 1175.000 1175.000 235.000 425..000
TES 250.000 268.000 350.000 250.000 1250.000 250.000 250.000 250.000
=13 -1.000 *-1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 4
CD 0.050 0.050 0.050 0.050 0.050 0.025 0.025 0.050
CR 0.050 -1.000 * 0.050 0.050 0.006 * 0.200 .1.120 0.040
00 0.050 0.220 0.060 0.150 0.100 0.210 0.170 0.100 .
.11.. 0.239 * -1.000 * 0.239 * 0.239 * 0.005 * 0.005 * 0.021 * 0.021 *
P2 0.080 -1.000 * 0.215 .0.170 0.500 2.000 0.100 0.130
TS 0.001 * -1.000 * 0.001 * 0.001 * 0.001 * 0.001 * 0.000 * 0.000 *
• 41 0.130 -1.000 * 0.250 2.000 0.003 * 0.360 0.070 0.100
=3 0.001 * -1.000 * 0.001 0.001 * 0.030 *- • 0.030 * 0.01 * 0.015 *
29 0.130 0.1S0 0.140 0.220 0.400 0.400 0.500 0.088
;FE 0.115 * -1.000 * 0.115 * 0.115 * '-1.000 * -1.000 * 0.011 * 0.011 *.
AS 0.001 -* -1.000 * 0.001 *. 0.001 * 0.002 * 0.002 * •00014 * 0.014 *
._ -1.000 * -1.000 * -1.000 .* -1.000 * 71.000- * -1.000 * -1.000 *. -1.000 *
EE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
INDUSTRIES AND POLLUTANT LOADINGS-(POUNDS/DAY)
NAME NAME NAME • MANE NAME NAME NAME NAME
CATCHA JACK'S UNOCAL REICHH 1 ENKEL ICIAME M0O SK BAR1:NA
;O1
?OD 182.646 69.122 296:070 82.566 293.985 225.389 195.990 2303.925
TSB 152.205 •--- 35.762 145.950 31.275 312.750 47.955 208.500 1355. 250
'c'-13 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 -1.000 } -1.000
CD 0.030 0.007 0.021 0.006 0.013 0.005 0.021 0.271
C? 0.030 - -1.000 * 0.021 0.006 0.002 * 0.039 0.934 0.217
0'J 0.030 0.029 0.025 0.019 0.025 0.040 0.142 0.542
.. 0.146 * -1.000 { 0.100 0.030 * 0.001 * 0.001 * 0.019 * 0.114 *
=3 0.049 -1.000 * 0.090 0.021 0.125 0.3E4 0.083 0.705
::, 0.001 * -1.000 * 0.000 * 0.000 * 0.000 * 0.000 0.000 * 0.001
':I 0.079 -1.000 * 0.104 0.250 0.001 * 0.069 0.059 0.542
=3 0.000 * -1.000 * 0.000 * 0.000 * 0.008 * 0.006 * 0.013 * 0.081 *
'.L 0.079 C.024 0.058 O.029 0.100 0.077 0.417 0.471
= - 0.070 * -1.000 * 0.048 * 0.014 * -1.000 * -1.000 * Lt 00* 0,06
�•
`
- 0.001 * -1. 030 * 0.000 * 0.000 * 0.001 * C.000 * 0.012 * 3.07S
*
-- .. *Of) * -1.00 * -1. 0 * -1,000 -1.000 -1.000 * 1.:00 * ..C9
EE 0000 * 000 * -1.000 * 000 * -' 000l 4 _s .00 h -f 000
* - t:FJ 7 CATA LSE:
.•t
dep

/
STANDARD FORM P►_p' ICIPAL
-o c:17UN W. INDUSTRIAL WWSTE Cr. IBUTION TO MUNICIPAL. S'ra r.'2
s
FOR AGENCY USE
-1
Submit-016sc►fbtion of each major indittiffiii laet5'%y'dise►" to the municipal system, using a separate Section IV for each faculty descrip-
- tion. Indicate the 4 digit Standard Industrt3t tlasslfir- , IC) Code forthe Industry, the major product Or raw material, the flow (in tho.:-
_sand gallons per day). and the charactetistics Of + astewater discharged from the Industrial facility into the municipal system. Consult : stile
ill for Standard measures of products or ra • ei'lals. (see Instructions)
1. Major Contrlbutfne-Facfity
Instructions)
Name
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Prindpa oduct or Rt
Material (s instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether thss 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)
401a
—40
401c
401d
401,
401 f
402
440 t
Catawba-Charlab, Inc.
5046 Old Pineville Road
Charlotte -
Mecklenburg
North Qarolina
2821 0
2869
403b
404a
404b
405
Quantity,
Dy
and Chemicals
73
thousand gallons per day
0 Intermittent (Int) ® Continuous (con)
®_Yes ❑ No
•034
4031
see headworks-d-ata on back of this sheet
Units (See
rabbi 111)
Parameter
Name•
408e Parameter
Number
40ib Value
Iv-1
G P 0 865.7^.6
4
This section contains 1.pege.

CD
inR
.11
did
Lil
DJ
� r8
41
29
;!L•C
:0L
0.130 -1.000
0.001 * -1.000
0.130 0.180
0.115 4 -1.000
0.001 -f -1.000
1: -1,000
-1.000 * -1.000
NAME
CATCLA
.OD -18 Ltd
TSB 2. LIS
1.000 *
CD 0.030
;.? 0.030 -
r 0.030
u. 0.146
'8 0.049-
0.001 *
0.079
. 0.000 000 4
0.079
0.070 f
i
-1.000 4
- -1.000 4
14,
HEAT": Lf{ii! LvEr
:NFORMINN CH.
_!1C C•REEK ATP
..� ...a..�ia �,Y 11
0.073
1CL
IIDUSTRIES AND DISC.:A E 1l UTA C3UCEnii ATIONS r•�5/L)
LLJ:HFIT y{%Il1r�+..�.•11v.15 all
NAME OAME
"flue^At REICHH'
"Y..vv L REICHH'
0.416
r _- ram- .i 000 518.000
250.000 268.000
-1.000 * -1.000
0.050 0.050
0.050 -1.000
0.050 0.220
0.239 4 -1.000
0.080 ' -1.000
0.050 0.01155
710.0101 660.000
350.000 250.000
* -1.000 * -1.000
0.050
* 0.050
0.060
* 0.239 4
• 0.215 0.170
=1.400 * 0.00 0001 *
* 0.250 2.000 -
0.001 *. 0.001
0.140 0.220
* 0.115 * 0.115 *
* 0.001 * 0.001 *
• -1.000 *
* -1.000 *
INDUSTRIES AP
NAM-
69.122
35.762
-1.000
0.007
- 1.000
0.029
- 1.000
-1.000
- 1.000
- 1.000
-1.000
n,2
G.v�4
-Imo
- i e'JY
-1. o
NAME
_!SAME NAME • NAME
IC1 1E t. . GriR:it:A
0.023 0.100
1175.000 1175.000
1250.000 2 4.000
-1.000 * 1.00
0.025-
-0:450 0.006 * 0.200
0.150 0.100 0.210
0.239 * 0.005 * 0.005
0.500 2.000
0.001 * 0.001 *
0.003 * 0.360
0.030 *- 0.030
0.400 0,400
-1.000 * /1.000
0.002 � . 0.002
-1.000 * - . - * - -1.000
-1.00 --.1- I.000 f%`1.000
RT DIN6SIPOUNDS/DAY)
NAF.E • MAME
UNOCAL REICHH
296.070
145. i50
* -1.000 *
0.021--
0.021
0.025
* 0.100 *
* 0.090
* 0.000
* 0.104
* 0. a000 4
J
* 00.48 *
t 0,00 x
t -line i
* inn *
1. :v
*
82.566
31.275 -
-1". Q00 *
0.006
0.006
0.019
0.030 *
0.021
0.000
0.250
0.000
0. 029
0.01C
0.000
r:.u.
- 1.LY•
- 1.000
*
*
NAME
HENKEL
23 9
312.750
-1.000
0.013
0.002
0.025
0.001
0.125
0.000
0.001
0.008
MOD
-1.000
-1.00
-1.000
4
NAME
ICiASE
4
i
*
225.389
47.555
• -1.000 *
0.005
* 0.039
0.040
• 0.001 *
0.354
*• 0.000 *
4 0.069
* 0.006 4
0.077
* -1.000
* C.000
* 0+00
* -i.v 000
0
250.000 250.000
-1.000 * -1.000 *
8:0 0.0 _i"
1.120 0.040
0.170 0.100
0.021 * 0.021
0.100 0.130
0. 10" - * 0.000 *
+.070 0.100
0.015 * 0.015 * /
0.011 0.098 /
0.500
*
.014 *
- 1.000 f -1.000 *
- 1.000 * -1.000 *
NAME
ROD SK
195.990
208.500
-1.000 *
0.021
0.934
0.142
0.018 *
0.083
0.000 f
0.058
0.013 *
0.417
.009 *
0,012 *
l.!•y0 *
-1.000
NAME
PARNHA
2303.925
1355.250
-1.000 .*
0.271
0.217
0.542
0.114 *
0.705
0.001 *
0.542
0.081 4
.tea.
*
-1
0 1t
. •r
C � ! 4
•1.000 4

STANDARD FORM A --MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
•
FOR AGENCY USE i
-y
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descrin•
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry. the major product or raw material. the flow tin thou-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : stile
I11 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 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 orlor 10
entering the municlpal system
6. Characteristics of Wastewater
(see Instructions)
40(la
40111,
401a
401b
401c
401d
401s
4011
402
403a
403b
404a
404b
405
C & T Refinery, Inc.
4918 South Boulevard
Charlotte
Mecklenburg
North Carolina
28210
2075, 2046, 2074, 2079
soybean , corn, cotton-
seed, peanut oils
95
thousand gallons per day
❑ intermittent (Int) © Continuous (con)
[Yes ONO
403s
4034
Quantity
403.
403t
Units (See
Table 111)
see neadworics aaza on DaCK Of tills sneec
Parameter I
Name
Parameter
Number I
Value
G P 0 663.7:
IV-1
40
This section contains 1 page.

1•
..!:FORMATION ON
MAR CREEK WWTP
INDUSTRIES
iES AND DISCH RE POLLUTANT CONCENTRATI8 3 1ME/ )
.,Y4� lilj...; AND r L•Jvtt�ILl._ CONCENTRATIONS f1 JI\v L 1� L
NAME NAME NA0E ia0l.E
KEETER SCUM UE TEX FET
• CN 0.020
'MSO)
: L
0.029 0.071 0.C80 0.095
NAME �t it NAME NAME
1. NAME
FLEISH MITCHM ?MI
0.028 0.042 0.125
100 310.000 525.000 448.004 1175,000 250.000 1050.000 475.000 643.000
-ES 250.000 338.000 250,000 520.000 944.000 250.000 1250.000 250.000
4 3 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 4-1.000 -I.000 -1.000 *
0.025 0.050 0.025 0.025 0.040 0.025 0.025 -1.000
0.025 0.057 * 0.057 * -1.000 * 0,150 -1,000 * -1.000 4 -1.000*
0.100 0.400 0.067 0.240 0. 280 -1.000 * -1.000 * -1.000 *
~:: 0.021 * 0.021 * 0.021 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
0.022 * 0.022 I 0.022 * 0.080 0.230 -1.000 * 0.080-1.000 *
� 3 0.000 * 0.000 * 0.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
0.025 0.080 0.577 0.900 0.370 0.130 -1.000 * -1.000 *
=3 0.015 0.015 0.015 -1.000 -1.000 * -1.000 * -1.000 * -1.000 *
IN 0.300 0.300 0.483 0.200 0.400 0.590 -1.000 * -1.000 *
='-iE 0.011 * 0.011 * 0.011 4 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
.18 • 0.014 •* 0.014 * 0.014 * -1.000 * -1.000 4 -1.000 * -1.000 * -1.000 *
-E -1.000 * -1.000 * -1.000 * -1.000 * -1.000-* -1.000 * -1.000 *-1.000
:E -1.000 * -1.000 -1 -1.000 * -1.000 * -1.000 4 -1.000 * -1.000 * -1.000 *
INDUSTRIES AND POLLUTANT LOADINSS (POUNDS/DAY)
NAME NAME NAME NAME NAME NAME NAME NAME
KEETER SOUNIP US TEX PET CU EF FLEISH MITC iM PEPSI
:OD 51.708 126.977 265:279 793.960 198,075 245.196 166.383 670.329
TSS 41.700 -- 81.749 148.035 346.744 747.931 58.3E0 437.850 260.625
'0,6 -1.000 * -1.000 * -1.000 * -1.000 *-1.000 _e n
-1.000 * f 1.y00 * -1.000 i
rn 0.004 0.012 0.015 0.017 0.032 0.006 0.009 -1.000
:S 0.004 - 0.014 * 0.034 * -1.000 * 0.119 -1.000 *-1.00•0 * -1.000 *
:J 0.017 0.097 0.040 0.160 0.222 -1.000 *-1.000 * -1.000 *
0.004 * 0.005 * 0,012 * -1.000 * -1.000 4 -1.000 * -1.000 * -1.000 *
0.004 * 0.005 * 0.013 * 0.053 0.192 -1.000 * 0.029 -1.000
O 3 0.003 * 0.0000 * 0.000 * -1.000 * =1.000 * -1.000 * -1.000 = -1.000
'-: 0.004 0.:19 0.342 0.600 �t 293 0 030 -1.000 * _! 000
�. ,J . +v+I .• ii *
::; 0.003* 0.004 * 0.009 + -1,0 ;! * -!.G70 f -1.000 *-1.000 } -1.000
-•i
0.050 0.073 n 296 Q 1 3 C 138 -1 00' 1 ��0.
v.rvtl . L•+v 0.317 . t.r� .4 .11 t-r.l,:l, 4
0.002 4 0.003 * �� 0�.7 -' 0i�r: # -1 000 * -1 000 Inn : -;,'t' Y
:s 0.002 0.:03 * C.00 *-1.!:?1.,; i -� f;00 1 -1.000 * -: t C'0 -: •^•oo
;
- -1.000 *-L.0.nn * -1.00e * -1. C.;C) 7 -1 000 *-:.�t00 t -1.00 * -� .lt'.:. 1
'� . IYV .. VVYi
0{tn
-1. +0 1..000 1 -1 /•0 000 1 -1 0 /�. -S 000 i'^
.' :'i -1. v'rV ,.,l.�l+ -1.000 * ••v•: •s f a.. 1;�1 Y
JIFF ALL; ZATn EE0

FOR AGENCY USE i
STANDARD FORM A —MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility dlscharging 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 thni:-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : able
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. Prindpal Product or Raw
Material (see Instructions)
Product
Raw Maternal
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether tn's 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)
406.
404b
401a
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
Lida Manufacturing Company
2222 South Boulevard
Charlotte
Mecklenburg
North Carolina
782 03
2258
stretch fabrics
91 thousand gallons per day
Intermittent (Int) IS Continuous (con)
°Yes ®No
443s
403d
Quantity
403s
4031
see headworks.data on back of this sheet
Units (See
Table 111)
Parameter I
Name
Paramot er
Number
Value
GP 06S.7Ce
40
This section contains ! page.

:`:F.1W T1oN Cal
MAR CREEK NNTf3
�J�•�� v. �.t il•`!i
..IvST i..E AN0 •iI.7..•1I F8E POLLUTANT T YI.•..•L.;.17!11.LIIv _ (M6 L)
r NAME y /A�
NAME NAME'SAME NAME NAME vi 1!`.
SOURER C344-TR•J UPS LLt;!1j1 STt`.TC:
:L0W3tt 0.006 0.010 0.010 0.015 0.012 0.005
• 1'R1:
`1 1
I� ! RJ
1 .� 1
0.091 0.100
n:
=00 831.000 235.000 235.000 1175.000 235.000 233.000 700.000 90 .000
TES 250.000 250.030 250.000 230.000 250.000 250.000 250.000 545.0000
'•n•J -1.000 * -1.000 -* -1.000 * -1.000 -1.000 -1.000 -1.0 +: -1.000
-11 0.120 0.050 0.025 0.090 0.050 0.025 0.050 -1.000
:R 0.090 0.500 -1.000 4 1.020 0.070 -1.000 4 0.023 0.050
9 0.500 0.220 -1.000 * 0.600 0.200 0.360 0.0700.230
-1.000 -1.000 -1.000 * -1.000 -1.000 4-1.000 0.021 * -1.000
'S 1.000 0.830 -1.000 0.600 1.000 0.100 0.022 * 0.120
-1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 = 0.000 * -1.000 1
'ii 0.360 -1.000 4 -1.000 0.130 0.150 0.100 0.025 0.150
-;3 0.050 -1.000 * -1.000 * 0.025 -1.000 * -1.000 ' 0.015 * 0.025
0.500 0.400 0.300 0.500 0.500 0.190 0.140 0.200
-MI -1.000 4 -1.000 -1.000 -1.000 -1.000 4 -1.000 4 0.011 + -1.000
;S -1.000 * -1.000 * -1.000 * -1.000 t -1.000-1.0/0�/0► f 0.014 -1.000 *
SE -1.000 -1.000 -1.000 -1.000• -1a000- } -1.000 -1.000 * -1.000 i
-1.000 4 -1.000 4-1.000 4 -1.000 4 -1.000 • -I.000 -1.000 -1.000 4
INDUSTRIES AND POLLUTANT LOAOINSS (POUNDS/DAY)
NAME NAME NAME NAME RATE NAME NAME NAME
SOURER SRRLID SP.RTR!' UPS BROWN STDTRY. LIDA NATLIN
c,u
9D 41.583 19.599 19.599 146.992 23.519 8.820 531.258 667.200
TES 12.510 20.850 20.550 31.275 25.020 9.383 189.735 454.530
':13 -1.000 * -1.000 * -1.000 f -1.000 * -1.000 * -1.000 -1 -1.000 1 -1.000 4
CD 0.006 0.004 0.002 0.011 0.005 0.001 0.038 -1.000 1
:R 0.005 - 0.042 -1.000 * 0.12E 0.007 -1.000 * 0.019 0.042
2J 0.025 0.018 -1.000 * 0.075 0.020 0.014 0.053 0,209
-1.000 * -1.000 f -1.000 1 -1.000 * -1.000 + -1.000 * 0.016 4 -1.000
:' 0.05 0.065 -1.000 • 0.075 0.100 0.004 0.017 * 0.100
.9 -1.000 f -1.000 f -1.000 * -1.000 1 -1,000 I •-1.000 4 0.000 1 -1.000
`f1 0.018 -1.000 * -1.000 I 0.016 0.015 0.004 0.019 0.125
0.003 -1.000 + -1.000 t 0.003 -1.000 ▪ -1.000 • 0.011 , ..rj^,.i
i-.
:V 0.025 0.033 0.025 0.063 0.050 0.007 0.106 0.167
• -1.y0 f:4. -1.00 f -1.000 t -�, }� -1.000 -1.91• {i.yl:u {-I.:nv ?f
:j -1 000 /finn
-1.vv� t.v�iv 3 -1.000 ♦ -t 000 * -1 r1r. } r. 0 • A C:11 x .,.0
1.0.0 * -1.000 * -1.000 • -1.000 1 -1. . * -�►�•.▪ -.,''f��' f
-1.000 0 4 -:.0 4 -1.000 i -1.000 ; -a.v00 4 -• 02* * -1 000 + - 0l
•= rl - F?U' DATA i--E
DEFAULT •-%

FOR AGENCY USE i
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 now tin the+,:•
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult : lble
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. PMenary 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 wnetner thus d.scnarge Is Inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering me municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401b
401e
401d
401e
401 f
402
403a
403b
404a
404b
405
National Line Service
365 Dalton Avenue
Charlotte
Mecklenburg
North Carolina
28206
7213
industrial laundry
100 thousand gallons per day
❑ intermittent (int) SContlnuous(con)
XtYes ONo
413d
Quantity
4034
40n
see headworks data on back of this sheet
Units (See
Table 11I)
Parameter
Name
4083 Parameter
Number
40tb Value
IV-1
GP 0 e65.706
This section contains 1 page.

. `. ERMAT1 OK CN
E0311 CREEK NUT0
IN0USTRIES ~Hu u.V.` EL POLLUTANT
SC`10E':?BA?.ONS (,"1;/L)
NAYS NAME NAME NAME NAME NAME it 1
SOURE3
SRR ID ERRTRY UP B C11 [TDTF:K i Ij
V, tl`.iY �.1•ll•. UPS Y114.tt11 5 VTIt% Lli/A
• 0« 0.006 0.010 0.010 0.015 0.012 0.005 0.091
1':,;0)
•
n. 100
Y
27 831.000 235.000 235.000 1175.000 235.000 235.000 0. 00 80n 0n
C�0 7•,0.,. �0 1.:....0
TES 250.000 250.030 250.000 230.000 250.000 250.000 250.000 545.000
':: 1.000 + -1.000 •f -1.000 4 -1.000 * -1.000 t -1.000 f -1.000 f -1.000 f
:0 0.120 0.050 0.025 0.090 0.050 0.025 0.050 -1.000 *
:S 0.090 0.500 -1.000 f 1.020 0.070 -1.000 * 0.025 0.050
'J 0.500 0.220 -1.000 * 0.600 0.200 0.360 0.070 0.250
1.000• * -1.000 * -1.000 * -1.000 * -1.000 f -1.000 * 0.021 f -1.000 *
=E 1.000 0.830 -1.000 * 0.600 1.000 0.100 0.022 * 0.120
PS -1.000 * -1.000 * -1.000 f • -1.000 * -1.000 * -1.000 * 0.000 * -1.000 *
":i 0.360 -1.000 * -1.000 * 0.130 0.150 0.100 0.025 0.155
3 0.050 -1.000 f -1.000 * 0.025 -1.000 -1.000 0.015 f 0.025
' 0.500 0.400 0.300 0.500 0.500 0.190 0.140 0.200
=::E -1.000 * -1.000 f -1.000 + -1.000 * -1.000 f -1.000 * 0.011 + -1.000 f
05 -1.000 * -1.000 f -1.000 + -1.000 * -1.000 + -1.000 + 0.014 * -1.000 f
E -1.000 * -1.000 + -1.000 f -1.000 *-1.000- * -1.000 * -1.000 * -1.000 +
iE -1.000 f -1.000 4 -1.000 4 -1.000 * -1.000 f' -1.000 * -1.000 * -1.000 f
INDUSTRIES AND POLLUTANT LOADINGS 1AOUNDS/DAY)
NAME NAME NAME NAME NAME NAME NAME NAME .
• SCURE8 SRR IO SPRTR UPS1:ATt IN
�/ BROWN tt-wT V � ..
SURE?. � J.t1L.V V s lt. 1 L••. �►lIt J� uTl 1\ LIJA • K ILl t
C „1
LIL
r
al 41.593 19.599 19.599 146.992 23.519 8.820 531.258 667.200
TES 12.510 20.850 20.850 31.275 25.020 9.391 189.735 454.520
':-!3-1.000 * -1.000 * -1.000 + -1.000 * -1.000 -1.000 + -1.000 -1.000 4
CD 0.006 0.004 0.002 0.011 0.005 0.001 0.038 -1.000 4
:S 0.005 - 0.042 -1.000 + 0.12E 0.007 -1.000 * 0.019 0.042.
0l 0.025 0.018 -1.000 + 0.075 0.020 0.014 0.053 0.209
-1.000 f -1.000 * -1.000 + -1.000 + -1.000 f -1.000 * 0.016 f -1.000 f
7.' 0.050 0.069 -1.000 + 0.075 0.100 0.004 0.017 * 0.1e0
S -1.000 + -1. 00 * -moo + -1.000 * -1.000 f •-1.000 f 0.000 f -1.000 *
'+: 4.01E -1.000 + -1.000 O.016 0.015 0.004 0.019 0.125
0.003 -1.000 4 -1.000 f 0.003 -1.000 4 -1.000 + 0.011 * 1.0►21
:11 0.025 0.033 0.025 0.063 0.050 007 r, 106 n ,1
.
:4E -1.000 f -1.000 _.000 i -1.009 } -1.000 a -1 00r { -1 r.00 + A ,:�,.4 * _. 009 +
:, -1.000 * -1.000+ -1.000 * -1.000 f -Lev, i on 4 0 1 1 * _ • . L'it j o
-= -i.000 f -1,0 0 t -i.00t: { -a.� :'I� i -!.001 + 0 0 } _1 ,00 _ 1
_- -1..,0 s _..,,.J01 O { _1000 * :.010 * -:.C:JC { -1.000 + - W 4 -
'.+;r'9 }

� f �
STANDARD FORM A —MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
FOR AGENCY USE i
—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 me.: -
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult ibis
III for standard measures of products or raw materials. (sae 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 tn,s discharge is inter-
mittent or continuous.
5. Pretreatment Provided Indicate it
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401a
401 b
401c
401d
401 e
4011
402
403a
403b
404a
404b
405
Pepsi Cola Bottling Co. of Charlotte, Inc.
2820 South Boulevard
Charlotte
Mecklenburg
North Carolina
282 09
- 2086
soft drink bottlers
125 thousand gallons Per day
intermittent (Int) @ Continuous (con)
❑ Yes Q No
403a
4034
Quantity
403*
44131
see headworks data on back of this sheet
Parameter
Name
404ia Parameter
Number
4011b
Value
Units (See
Table 1I1)
GPO 665.706
•
IV-1
This section contains 1 page.

t•
:FORMATION ON
TSAR CREEK ' ATP
IINDUSTRIES M'?. !'•7L.'v�C'' i POLLUTANT CONCENTRATIONS (4 1(1
�fDUSTRI...J .•.Vr.1IA.tlr- tl1..f L}
NAME NAME A'�'d_ l:f.�lC NAME NAME NAME
fAII� NAME ... �. � .� f- t .:A.:L 1.. .1..
VAC-"'J SOUNIP D US T:H FET +'1.TC � ��^' N7-i`S:fl
I(__ ER SOUW1 U 1 EJ. CITRE; FLEISH MITCHM
`-v1+' 0.020 0.029 0.071 0,080 0.095 0.028 0.042
rtlStn/)
'l
0.125
310.00 525.000 449.000 1175. 000 230.000 1050. 00 475.000 643.000
250.000 338.000 250,000 520.000 944.000 250.000 1250.000 250.000
-1.000 * -1.000 * -1.000 s 1.000 * -1.000 * -1.000 • -1.000 * -1.000
0.025 0.050 0.025 0.025 0.040 0.025 0.025 -1.000*
p' 0.025 0.057 * 0.057 4 -1.000 4 0.150 _� 000 • -1.000 4 -1.000
"' L,
0.100 0.400 0.067 0.24D 0.230 -1.000 * -1.000 * -1.000 *
"�' 0.021 0.021 0.02i { -1.000 -1.000 f -1.000 * -1.000 * -1.000 f
0.022 * 0.022 * 0.022 * 0.080 0.230 -1.000 * 0.080 -1.000
0.000 * 0.000 4 0.000 * -1.000 * -1.000 * -1.000 * -1.000 4 -1.000
%.: 0.025 0.080 0.577 0.900 0.370 0.130 -1.000 • -1.000
-3 0.015 * 0.015 * 0.015 * -1.000 4 -1.000 'I -1.000 -1.000 ▪ -1.000*
0.: 0.300 0.483 0.200 0.400 0.59Q -1.000 * -1.000
-lc 0.011 # 0.011 * 0.011 * -1.000 4 -1.000 4 -1.000 * -1.000 { -1.000
�S 0.014 0.014 * 0.014 -1.000 * -1.000 f -1.000 -1.000 * -1.000 '
=E -1.000 * -1.000 * -1.000 * -1.000 4 -1.000- *-1.00:0 * -1.000 * -1.000
iE -1.000 4 -1.000 1 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
INDUSTRIES AND POLLUTANT LDADINSS i; CUNDS/D Y)
NAME • NAME NAME NAIIE . NAME NAME NAME NAME
KEETER SOUNIP US TEX PET CUEF FLEISH ; ITCH'! PEPSI
?ODo. c 09 126.977 265:279 733.9504S, 245.196etc 383 70 329
.,1.7'.J L .J.a. f i 075 LIrV.Vtfv 61
733 41.700 -- 81.749 148.035 346.744 747.931 58.390 437.850 260.625
':43 -1.000 * -1.fsC0 -1.000 -1.000 * -1.000 f -1.000 f -1.000 ▪ -1.000
:C 0.004 0.012 0.015 • 0,017 0.03? 0.006 0.009 -1.000 i
:S 0.004 - 0.014 4 0.034 * -1.000 4 0.119 -1.000 * -1.000 f -1.000 4
0U 0.017 0.097 0.040 0.160 0.222 -1.000 * -1.000 4 -1.000 *
0.004 s 0.005 s 0.012 { -1.000 4 -1.000 + -1.000 { -1.000 * -1.000 x
_.2 0.004 s 0.005 s 0.013 { :�.0.53 0.192 -1.000 0.022 -1.000 *
r 000 .0:0 * 1 _t 000 * _, r.00 ; -+ 000-1.000 i -1.000
JaV%•J � � 4= � 0.0001. •'SL L.tr L• V'J }
..7, 0.004 0.019 �1 J1 * f0. 342 0.500 f0.273 0.020 -1.000 -1.000
-1 0.003 { 0.004 0.009 + -1.000 -1.000 f -S 00I� ' -I r00 * •�
/� �•`• L■ VL•J -1.000
.,' 0.050 0.073 �i.2EL 01123 0.317 4�.138 1,00 4 -'.000
-•c 0.002 * 0.001 * ;,t. 00? { -1 , 00 4 -1 000 { ..1 000 { 000 { -' `'ti'� 2
0.002 4 o 003 f 0 (02 i -1 Of) * -t /.00 1 -1. OWQ { _1 00 : 000
_` 1 000 { -' 00 -1 00c. -1.000 -1 �t I+0 1 r
L. •/J i•�•. * 1•L•. t ? ,I/ilV 7 -�. •i0 * -1.000 { -L•of ..
-- -1.000 * -1.000 * -1 000-1.000
t -f 000 4 ' 000 1P,l0 : f.
= DEFAULT CATA US
VA: Lire..

STANDARD FORM A —MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
FOR AGENCY USE i
—1
Submit a description of each major industrlat 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 tin thr...-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult -: ibis
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. Principal Product or Raw
Material (see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tarn In thousand gallons par day
and whether tnis discharge is Inter.
ntittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is orovlded prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
d.CBa
404b
Parameter
Name
Parameter
Number
Value
401a
4010
401c
401 d
401e
401 f
402
403a
403b
404a
404b
405
Pet Inc. - Dairy Division
3300 The Plaza
Charlotte
Mecklenburg
North Carolina
28205
2026, 2022, 2086, 2024
Quantity
fluid milk, cottage
cheese, punch, ice
cream
80 _thousand gallons per day
O Intermittent (Int) ® Continuous (con)
Q Yes No
403.
40V
see headworks data on back of this sheet
Units (See
Table Ill)
GPO 865.7C6
IV-1
This aecfion corrtesne 1 page..

:NFORMATIO4 85
SUM CREEK ''UTP
. `--•r•n \1�:1^•it".:"Qi� POLLUTANTrill^cl:T� CONCENTRATIONS INDUSTRIES °n,,,, -IS:TH iRE : CONCEN tRA 0 3 UIE!L)
NAME NAME NA1F '• � NAME NAME 'LAME NAME
tnt.� n.:ta, .. •:_ t\. � NAME NAME NAME .�n.e�
v_ ER SOUWIP Lc TEE cc• C& FLEISH ii-CH11
• t.__:,.., :,:, t � t�J. , �: ,.,LTFcE; FLtL./t tt.!..tt� PEPS.
^_L}+ 0.020 0.029 0.071 0.0800 0.095 0.028 0.042 0.125
FOL
.0^ 310.000 525.000 448,00 1175.000 250.000 105:),000 475.000 643.000
-ES 250.004 338.000 250.000 520.000 944.000 250.000 1250.000 250.000
'��'3 -1.000 4 -1.000 4 -1.000 *-1.000 -1.000 -1.000 -1.000 * -1.000 *
0.025rn 0. 0.050 0.025 0.025 0.040 0.025 0.025 -1.000
0.025 0.057 0.057 4 -1.000 4 0,154 -1.000 * -1.000 * -1.000 *
0.100 0.400 0.067 0.240 0.220 -1.000 -1.000 -1.000 *
.i 0.021' * 0.021 * 0.021 * -1.000 -1.000 * -1.000 * -1.000 * -1.000 4
0.022 4 0.022 4 0.022 * 0.080 0.230 -1.000 * 0.080 -1.000
0.000 4 0.000 4 0.000 4 -1.000 * -1.000 4 -1.000 * -1.000 4 -1.000 *
0.025 0.080 0.577 0.900 0.370 0.130 -1.000 * -1.000 *
=3 0.015 4 0.015 * 0.015 4 -1.000 4 -1.000 * -1.000 * -1.000 * -1.000 4
_1: 0:300 0.300 0.483 0.200 0.400 0.590 -1.000 * -1.000 *
='c 0.011 * 0.011 * fl. 011 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
�S 0.014 •4 0.014 * 0.014 * -1.000 * -1.000 4 -1.000 * -1.000 4-1.000 *
iE -1.000 4 -1.000 * -1.000 4 -1.000 4-1.000- 4 -1.000 4 -1.000 * -1.000 *
iz -1.000 4 -1.000 4 -1.000 4 -1.000 * -1.000 * -1.000 * -1.003 * -1.000 *
INDUSTRIES AND POLLUTANT LOADINSS (POUNDS/DAY)
NAME MAI'E NAME NAME NAME NAME NAME !TAME
KEETER :COu US TEX PET C -REr FLEISH t i H1t -Si
FOL
SOD 51.709 126.977 265.779 793.960 148,075 245.196 166.393 670.328
723 41.700 -- 81.749 148.035 346.944 747.931 38.380 437.850 260.625
!0H3 -1.000 4 -1.000 * -1.000 * -1.000 * -+ 000 * -1 000 4 -1 t00 * -1.000 *
.V •. I t.VJ 4\L \YV
CO 0.004 0.012 0.015 0.017 0.032 0.006 O.Q09 -1.000 4
0.004 - 0.014 + 0.034 * -1.000 * 0.119 -1.000 4 -1. 0.0 4-1.000 4
.11 0.017 0.097 0.040 0.160 0.222 -1.000 * -1.030 4 -1.000 *
0.004 4 0.005 * O.012 * -LOCO * -1.000 * -1.000 { -1.000 -1.000
0.004 4 0.005 * 0.013 4 0.053 0.182 -1.000 * 0.�129 -1.000
0.00 .000 O.OQO -1,00 -1.009 -1.000 4 -1.000 4 -1.000 *
0.004 0.019 0.342 0.f.00 0.293 0.030 -1.000 *-1.000 4
^, 0.003 * 0.004 * 0.009 * -1.000 * -1.000 4 -1.000 * -1.000 + -1.000
11 0.030 0.0730 let n 1-3 0 138 -" n .. -1.000
qq.r�••yi i..vv �\a.y 0.317 \�vv 1.000 ! *
0.0 i2 * 0.003 * 0.007 * -1.000 4 -1.000 4 -1.000 4 -1.000 f 000 t
0.002 * 0.003 f 0 007 ! -1.000 * -1.000 t -1.000 * -1.000 !.i: P+
:3 -1.000 f -1.000 * -1.00 * -1.00 -1.000i * -..030 f -1.00 * -1.000 *
nn
-1.0e * -! nrr, i -1 coo * -1 n00 * -1 0i.0 _! 000 f -s 000 4 -: C.)0
0 EFAUL T DA I ; LS
4f, vr.•

FOR AGENCY USE !
Ili
• j
STANDARD FORM A —MUNICIPAL
SECTION D7. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the munldpal system, using a separate Section IV for each facility descr,p•
tlon. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material. the flow (in thn.:-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : able
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. 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 provided prior to
entering Inc municipal system
6. Characteristics of Wastewater
(see instructions)
444s
40iib
401a
401 b
401c
4010
401e
401 f
402
403a
403b
404a
4040
405
1
U.S. Textile Corporation
2417 North Davidson Street
Charlotte
Mecklenburg
North Carolina
282.05
2251
ladies hosiery
1 thousand gallons per day
Intermittent (Int) ['Continuous (con)
Yes ®No
4030
4034
Quantity
4030
403,
see headworks data on back of this sheet
Units (See
Table I11)
Parameter
Name
Parameter
Number
Value
IV-1
GPO 6 6 5.7:6
atiOb
This section contains 1 page.

1•
:`T2RMATs IO1i C5
MAR CREEK I WTP
INDUSTRIES AND 01S UtiRSE POLLUTANT CONCENTRATIONS (1E
.
NAME NAME
It.
KEETER SCUMIP
_C•k`` 0.020 0.029
F:L
0.071
NME NAME NAME NAME .4ME
FET :AMU FLEISH MITCHM
0.080 0.095 0.028 0.042 0.125
On 310.000 525.000 448.000 1175.000 250.000 1050.000 475.000
643.000
7ES 250.000 338.000 250.000 520.000 944.000 250.000 1250.000 250.000
:H3 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 1-1.000 -1.000 -1.000
rp 0.025 0.050 0.025 0.025 0.040 0.025 0.025 -1.000
0.025 0.057 * 0.057 * -1.000 * 0.150 - h000 * -1.000 * -1.000 *
0.100 0.400 0.067 0.240 0.280 -1.000 -1.00 -1.000
0.021 * 0.021 0.021 -1.000 * -1.000 -1.000 * -1.000 * -1.000 *
ri, 0.022 f 0.022 * 0.022 0.080 0.230 -1.000 0.080 -1.000
0.000 * 0.000 * 0.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
0.025 0.080 0.577 0.900 0.370 0.130 -1.000 -1.00
:; 0.015 * 0.015 * 0.015 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
0.300 0.300 0.483 0.200 0.400 0.590 -1.000 * -1.000 *
0.011 * 0.011 * 0.011 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000
-S 0.014- 0.014 * 0.014 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000
:_ -1.000 * -1.000 * -1.000 * -1.000 *-1.0.t0- * -1.000 *-1.00t0 * -1.000 *
iE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
INDUSIRIES AND POLLUTANT LOADINSS POUNDS/DAY)
NAME • NAME NAME NAME NAME NAME NAME '.AM.E
KEETER S00»sIP US TEX LET CUTEF FLEISH MITC1 M PPS!
:,:
=00 51.708 126.977 265.279 793.960 198.075 245.196 166.383 670.329
-" iJJ 41.700 81.749 148.035 346.944 741.931 58.380 437.850 260.625
`;3 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
CD 0.004 0.012 0.015 0.017 0.032 0.006 0.009 -1.000 *
;R 0.004 0.014 * 0.034 * -1.000 * 0.119 -1.000 * -1. 00 * -1.000 *
.'J 0.017 0.077 0.040 0.160 0.222 -1.000 * -1.000 * -1.000 *
0.004 * 0.005 * 0.012 * -1.000 * -1.000 * -1.000 { -1.000 i -1.000
0.004 * 0.005 * 0.013 * 0.053 0.192 -1.000 * 0.029 -1.000 *
'�0.000-1.000-1.000i -1.00 * -1.000 * -LOT? *
* 0.000 * 0.000 *
0.004 0.019 0.342 0.600 0.293 0 030 -1.000 * -1.000 *
* 0.004 * 0.09 + -1.000 * -1. 000 ; -1. 000 * -1. 000 * -1. s's0 *
^7 0.003 .V/ .V•. a
:•1 0.050
rr n r• r73 rl "LL 0.1Z3 0.317 0 138 -1.000 t -1 ��N }
0.002 0.003 • r, 007 • -1.000 4 -1.000 -. 04 t
r� 002 f r� 003 • it r:lt'1 • _1 ! 0 f:itr� 0001 -: C';) 000
��:;01�0 s 0�100 • _: 0rtr. • _ ; r.r'l• �/.,, -1 0:• _ ; r r _ r,r.:. .�
��. -1. ,4J _L.4 :'•• L.•+'.. .•IYt� #-l.s/S/V ••i••ii ..B0 1.a0
- -1.000 _! 000 ; n r,ftr: _: hr,{; t r,r t; f _ 000 4 r•"•t) a
:'E; PU_T R:•sr 'SEED
1 Ii 11 ".{ ll v..r

STANDARD FORM A —MUNICIPAL
FOR AGENCY USE
SECTION LY. 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 descr+p•
tlon. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow tin
sand gallons per day). and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult : able
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 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)
40fia
4011b
401a
401b
401c
401d
401e
4011
402
403a
403b
404a
404b
405
Unocal — Union Chemicals Division Union Oil
Co. of California
6101 Orr Road
Charlotte
Mecklenburg
North Carolina
2821 3
2821, 2891
Resins
Adhesives
50
thousand gallons per day
0 Intermittent (Int) Continuous(con)
(Yes ❑ No
Quantity
4030
4031
see headworks data on back of this sheet
Units (See
Table Ill)
Parameter
Name
Paramet er
Number
Value
OPO 665.706
Iv-1
This section contains 1 page.

U l
:NFOR
CREEK t:t•T
..: �a. .,�_:: iley 1
INDUSTRIES 1�(� �r•r•�.[[.rc POLLUTANT .. r^�trc�.-J;;•^a�^ rs�81L)
INDUSTRIES AND 4 !ECEARSE t OLLU ANT CONCEt.tFi•:l CNS (M
NAME NAME NAME NAM_ NAME NAME 0AM
E
CATCHAJACK'S
'^ REI^1H FNVEL ICIAME. WOONSK BARNHA
=_4 0.073 0.016 0.050 0.015 0.030 0.023 0.100 0.650
CL
`wi
t
EZD 300.000518.000 710.000 660.000 1175.000 1175.000 235.000 425.000
=:. 250.000 268.000 350.000 250.000 1250.000 250.000 250.000 250.000
7;03 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 f
D 0.050 0.050 0.050 0.050 0.050 0.025 0.025 0.050
CR 0.050 -1.000 * 0.050 0.050 0.006 1 0.200 1.120 0.040
0.050 0.220 0.060 0.150 0.100 0.210 0.170 0.100
:N 0.239 4 -1.000 * 0.239 * 0.239 * 0.005 * 0.005 * 0.021 * 0.021 *
'a 0.080 - -1.000 * 0.215 0.170 0.500 2.000 0.100 0.130
r8 0.001 * -1.000 * 0.001 * 0.001 * 0.001 * 0.001 f 0.000 * 0.000 *
4: 0.130 -1.000 f 0.250 2.000 0.003 4 0.360 0.070 0.100
3 0.001 * -1.000 * 0.001 * 0.001 * 0.030 *- 0.030 * 0.015 * 0.015 *
Z4 0.130 0.180 0.140 0.220 0.400 0.400 0.500 0.088
0.115 * -1.000 * 0.115 * 0.115 * -1.000 * -1.000 * 0.011 * 0.011 *
0S 0.001 .f -1.000 * 0.001 * 0.001 * 0.002 * 0.002 * 0.014 * 0.014 4
-1.000 * -1.000 * -1.000 * -1.000 * -1.000- * -1.000 * -1.000 * -1.000 *
SE -1.000 * -1.000 * -1.000 * -1.000 * -1.000 f -1.000 * -1.000 * -1.000
• INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAY)
NAME NAPE NAME • NAME NAME NAME NAME DAME
CATCHA JACK'S UNOCAL RE1C1lu HENt:EL ICIA��E WOO NS;: BARNHA
=CL
:50 182.646 69.122 2911.070 82.566 293.985 225.389 195.990 2303.925
TSS 152.205 - 35.762 145.950 31.275 312.750 47.955 208.500 1355.250
113 -1.000 * -1.000 f -1.000 4 -1.000 * -1.000 * -1.000 * -1.000 f -1.000 A:O 0.030 0.007 0.021 0.006 0.013 0.05 0.021 0.271
.' 0.030 - -1.000 * 0.021 0.006 0.002 * 0.039 0.934 0.217
00 0.030 0.029 0.025 0.019 0.025 0.040 0.142 0.542
0.146 { -1.000 { 0.100 * 0.030 * 0.001 * 0.001 * 0.018 * 0.114 *
:3 0.049 -1.000 * 0.090 0.021 0.125 0.384 0.083 0.705
05 0.001 * -1.000 f 0.000 * 0.000 * 0.000 t 0.000 f 0.000 f 0.001 }
.. 0.079 -1.000 * 0.104 0.250 0.001 f 0.069 0.058 0.542
0.000 f -1.000 f 0.000 * 0.000 * 0.008 0.006 * 0.013 * 0.081
,,• p r:� }) �, 058 0. 029 0.100 0.077 0.417 0. 477
- = 0.070 f-1.000 * 0.048 * 0.014 f -1.000 f , 000 * 0.009 f 0 060 *
.v T ..i •J• -I•iIt .�v
0.001 -1 00 0. f0(� f 0.000 f 0.001 g C.000 f 0.012 * 0I0T0 *
-1.000 -1 A0 000 f �i.r f -� t�yn f -� r!rt1� 4 -t 000 f
-1.000 � f .L`14-I.4L'•-f.L%'� ♦.{i •J4 L. •'I `� ..vv
1 ,A-t_t
-1.000 -:.v �.s f-i.�sfv-1.000 ►.fr0 f-1.000 -1.000 f .. 00 f
} = p.EFAt..7 CATA USE:

FOR AGENCY USE
—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-
tion. Indicate the 4 digit Standard industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow (in thoi:•
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult : .stile
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 Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In. thousand gallons per day
and whether this discharge 1s Inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
406a
400b
401a
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
Woonsocket Spinning Company
4701 Monroe Road
Charlotte
Mecklenburg
North Carolina
282 05
22-83
woolen spun yarn
100
thousand gallons per day
0 Intermittent (int) gContinuous (con)
(l Yes ❑ No
4s3a
4034.
Quantity
403s
403f
see headworks data on back of this sheet
Units (See
Table 111)
Parameter
Name
Parameter
Number
Value
C.P0 865.7
dt401
This section contains 1 Page.

•.± fir,. ,r,
•l .+i vr♦ �e
Y•
' `:EuRMATI2H ru
22EAR CREEK 'ATP
• �• UETRIES 1 C c POLLUTANT NCE r. � a (MGM
:.C�...r,.�� i-'�0 �.;.,.r.,fi�� F�L�.ssAstT V.�I.Vr...�,:� iii,i5 s.,J i
NAM NAME NAME NAME NAME NAME
�.�.�� NAME NAME .•...� .• ��..
CATCHA JACK'S TEAL REICHH „ENKEL ICIA lE'
=_.-M 0.073 0.016 0.050 0.015 0.030 0.023
(.6D)
_D
713
CD
CR•
=CL
5D
ES
•� I3
CD
Ul
:3
LT
.w
,3 .
L'
17
NAME
WOE
BARNHA
!ME
0.100 0.650
300.000 518.000 710.000 660.000 1175.000 1173.000 235.000 425.000
250.00E 268.000 350.000 250.000 1250.000 250.000 250.000 250.000
-1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000
0.050 0.050 0.050 0.050 0.050 0.025 0.025 0.050
0.050 -1.000 * 0.050 0.050 0.006 * 0.200 1.120 0.040
:; 0.050 0.220 0.060 0.150 0.100 0.210 0.170 0.100
:N 0.239 * -1.000 * 0.239 * 0.239 * 0.005 * 0.005 4 0.021 * 0.021
._ 0 080 -1.000 0.215 0.170 0.500 2.000 0.100 0.130
0.000 *
41 0.130 -1.000 * 0.250 2.000 0.003 * 0.360 0.070 0.100
wS 0.001 * -1.000 * 0.001 4 0.001 * 0.001 4 0.001 * 0.000 *
::; 0.001 * -1.000 * 0.001 * 0.001 * 0.030 4- 0.030 * 0.015 * 0.015 *
0.130 0.180 0.140 0.220 0.400 0.400 0.500 0.088
:Lx. 0.115 * -1.000 * 0.115 * 0.115 * -1.000 * -1.000 * 0.011 4 0.011 *
4E 0.001 * -1.000 * 0.001 * 0.001 * 0.002 * 0.002 * 0.014 * 0.014 *
-1.000 * -1.000 * -1.000 4 -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 * -1.000 *
INDUSTRIES AND POLLUTANT LOADINGS (POUNDSIDAY1
NAME NAME NAME • NAME NAME NAME NAME NAME
CATCHA JACK'S UNOCAL REICHH HEN:E1• ICIA1iE ::OO SK BARNHA
182.646 69.122 296:070 82.566 293.985 225.389 195.990 2303.925
152.205 35.762 145.950 31.275 312.750 47.55 208.500 1355.250
-1.000 * -1.000 * -1.000 4 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 •*
0.030 0.007 0.021 0.006 0.013 0.005 0.021 0.271
0.030 - -1.000 * 0.021 0.006 0.002 * 0.039 0.934 0.217
0.030 0.029 0.025 0.019 0.025 0.040 0.142 0.542
0.146 * -1.000 * 0.100 * 0.030 * 0.001 * 0.001 * 0.018 4 0.114 *
0.049 -1.000 * 0.090 0.021 0.125 0.394 0.083 0.705
0.001 * -1.000 * 0.000 * 0.000 * 0.000 * . 0.000 I 0.000 * 0.001 *
0.079 -1.000 * 0.104 0.250 0.001 i 0.059 0.058 0.542
0.000 * -1.000 * 0.000 4 0.000 * 0.008 * 0.006 * O.013 t 0.081 4
0.079 0.024 0.:58 0.02_° C.100 0.077 0.417 0.477
0.076 * -1.000 * h 048 * 0.014 * -1.000 * _, 000 f 00 * 0 0E0
�.0N-1 00r. ;: 00 ? 0 0, n n ti 1 0/�" t h
i 4 •.•.'JY f b../Y •I ' •VV� t. J•. n
-1.000 -1. 00 -1.000 s -1.000 _1 000-:.0'00 -1.000 4 -1 r.li0 *
000-1.-1.000 r, 000 * -1.000 -' t1 0 -1. 00 f-1.C,n{, j -' .000
444

4,
5ATA AND INFLUENT LIMITS FOR SUGAR CREEK WKTP , 5301 CL SESURN ROAD , CHARLOTTE 1 NC
UNIT OPERATIONS FOR SUSAR CREEK WWTP INCLUDE:
PRIMARY CLARIFICATION
ACTIVATED SLUDGE
FOLISHINS PONDILASOON
TRICKLING FILTER OR ROTATING BIOLOGICAL CONTACTOR
NITRIFICATION
ANAEROBIC DIGESTION
SLUDGE DISPOSAL METHOD FOR SUGAR CREEK 1WTP IS LAND APPLICATION
FARA11ETERS USED FOR CALCULATIONS
AVERAGE TOTAL FLOWINGDl : 12.2 SLUDGE FLOW TO DISESTEEM) : .082
11'IEST1C FLOW (1ISD)- : 10.214 SLUDGE FLOW TO DISPOSAL (14GD) : .069
INDUSTRIAL FLOW (118D): 1.986 % SOLIDS : 50.30001
LCLi UTANT1 INFLUENT SAMPLING I NPDES EFFLUENT LIMM. 1 WATER DUAL. CRITERIA* SLUE'GE CRITERIA
DATA (MS/L) l 111G/Ll 11181L) (l1S/L)
ai
0:52:49
E0D 193.000
TSS 21_4.000
;;H3 15.100
CD 0.025
CR 0.070
CU 0.080
CN 0.000
PB 0.108
0.000
I 0.095
AS 0.000
:N 0.20
'.'.E 0.000
0.000
_ 0.000
0,000 Jr
-I = NO DATA FR0VIDEJ
• rTIOBRATIO 19: ,:4541 :1
21.000
30.000
8.000
- 1.000
- 1.000
-1.000
- 1.000
- 1.000
-1.00r)
-1.000
- 1.000
- 1.000
-1.000
- 1.000
- 1.000
- 1.000
•J 000
10.000
-1.000
4.000
0.02
0.050
0.015
0.005
0.025
0.00
0.C50
0.010
0.050
-1.000
0. 0E0
0.011
0.010
- 1.000
- 1.000
1000.000
6.000
148.000
225.000
- 1.000
123.000
-1.000
53.100
- 1.000
55i
vats 00`J
- 1.000
-1.000
- 1.000
- 1.000

r a 1�J a
02c7,2:4
L,v-.
:'.
FORMATION ON
;:6AR' CREEK WDTP
INDUSTRIES AND DISCHARGE POLLUTANT CONCENTRATIONS (MGM
NAME • NAME NAME NAME NAME NAME NAME NAME.
AT&T HARDCS COVENS F_Ri EC ')ATTEX FEDTEX 'EMT SAND02
FLOW 0.012 0.009 0.019 0.012 0.00E 0.001 0.030 0.018
=D 235.000 235.000 361.000 235.000 235.000 2.5.000 235.000 235.000
FES 250.000 250.000 250.000 250.000 250.000 250.000 250.000 250.000
143 1.000- * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *-1.000 * -1.000 *
00 0.050 0.700 0.700 0.260 0.260 0.260 0.210 -1.000 *
CR 0.800 * 4.000 4.000 1.710 1.710 1.710 1.710 -1.000 *
C1J- :' 0.864 2;700 2.700 2.070 2.070 2.070 2.070 -1.000
:`2 0.006 * 1.000 1.000 0.650 0.650 0.650 0.650 -1.000 *
;,8..._..:0 .:0.310` MOO 0.400 0.430- 4:430 0.430 0.430 -1.000 *
S 0.009 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.00 *
4i -.. 0.150 .2.600 2.600 2.380 2.380 2.3E0 2.380 -1.000 *
05-1.000 * 0.700 0.700 0.240 0.240 0.240 0.240 -1.000 *
Z4 0.200 2,600 2.600 1.480 1.480 Ma 1.480 -1.000 *
=HE 0.309 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
AS 0.280 * -1.000 * -1.000 * -1.000 * -1.000 * •-1.0000 * -1.A00 * -1.000 *
-1.000 a * .. -1.000 * -1.000 * -1.000 *-1.000-* 1.000. * -1.00 * 1:000 *
E -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.00* -1.000 *
:OL
INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAY)
NAME' NAME NAME NAME NAME NAME NAME NAME
of CS r NEN!' PERFEC NATTEX-cur, EO T SANDOZ
AT&T ..aRD..., Lrc7.t_..;} • ;.:tr_., . _ t• X Ia.�J:•-: 1.:tsf
23,519 17.639 57.204 23.519 11.759 1.960 58.7;7 35.278
25.020 18.765 39.615 25.020 2 +35 L2 5_: 37.530
l .fLY 12.510 t.+irJJ 62.•J.r
- 1.000 * -1.000 * -1.000 * -1.000 *-1.0i00 * -1,0e0 * ,U: * -1,000
0.005 0.053 0.111 0.926 0.013 0.00i2 0.06 -1.000 *
0.080 * 0.300 0.634 0.171 0.086 0,014 0. 4: _ -1.000 *
0.086 * 0.203 0.428 0.207 0.104 0.017 0.51i -1.000 *
0.001 * 0.075 0.153 0. 065 0.033 0.005 0. 1 -1.000 *
0.031 0.030 0.063 0.043 0.022 0.004 0.1 E -1.000 *
0Ai -1.000 * -1.000 * -1, 00 -1.000 * -1.0a *-i.a':: 4 -1.000
.(1%a
0.015 0.195 0.412 0.278 0.119 0.02) 0, :f -1.000 *
- 1.000 * 0.053 t 111 0.024
.v24 .012 0.002
0rr A ,r:':
0.020 0.195 0.412 018 -1.000 *
r
.074
-1.
0
0.031 * -1.0:0 * -1.000 * -1.000 *-1.000* -1.00 *?
'.:. 0* -:.��'� x
00288 4 { 00 * -1 000 * -` ;.00 t + 00;` _{ 00 * -1 f 1 s0 *
►V'a. -at � l• , L!/ a.' •'f -.t � 1t•a a. L L t'!•. J
-1 0 * -1.000 * -moo t -1.000 * _1 .00 * -1.000 * -1.i::. i _it:l00 t
', _{ 0IL _ 000 ▪ { i ` -1.0'.. -MOO
5=i •{� DATA U3 w
A•.LT DATA J2Lv
Oa&

•
•: 4. Ja.t4
W
INFORMATION O
PSIJSAR CREEK 14,aTP
=LOW
I V
TES
=D
CR
•J
_S
41
N
:S
SE
;CL
Tre
143
03
:3
is r
•L
:3
INDUSTRIES AND DISCHARGE POLLUTANT CONCENTRATIONS (NSW
NAME NAME NAME NAME NAME !TAME NAME TAME
CATCHA JACK'S UNOCAL REICHH HENKEL ICIAHE' DGCNSK BARNHA
0.073 0.016 0.050 0.015 0.030 0.023 0.100 0.650
Si...
300.000 518.000 710.000 660.000 1175.000 1175.000 235.000 , 425.000
250.000 268.000 350.000 250.000 1250.000 250.000 250.000 250.000
- 1.000 * -1.000 * -1.000 * -1.000 * -1,000 * -1.000 * -1,000 * -1.000 *
0.050 0.050 0.050 O.G50 0.050 0.025 0.025 0.050
0,050 -1,000 * 0.050 0.050 0.006 * 0,200 1.120 0.040
0.050 0.220 0.060 0.150 0.100 0.210 0,170 0.100
0.239 -1.000 0.239 4 0.239 0,005 0.005 0.021 0,021
0.080 -1.000 * 0.215 0,170 0.500 2.000 0.100 0.130
0.001 * -1.000 * 0,001 * 0,001 * 0.001 * 0.001 * 0.000 * 0.000 *
0.130 -1.000 * 0.250 2.000 0.003 * 0.360 _0.070 0.100
0.001 * -1.000 * 0.001 * 0,001 * 0.030 * 0.030 * 0.015 * 0.015 *
0.130 0.120 0.140 0.220 0.400 0.400 0.500 0.088
0.115 -1.000 0.115 0,115 -1.000 * -1.000 * 0.011 * 0,011
0.001 * -1.000 * 0.001 * 0.001 * 0.002 * 0.002 * 0.014 * 0.014 *
- 1.000 * -1.000 *-1.000 * -1.000 *=1.00:1_ * -1.000 *-1.000. * -1.000 *
-1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000*
INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAY;
NAME NAME NAME • NAME NAME NAME NAME NAME
CATCHA JACK'S UNOCAL REICHH HENKEL ICIAME WOCMSR BARNHA
182.546 69.122 296.070 82.566 293,985 225.329 195.990 2303.925
152.205 -- 35.762 145.950 31.275 312.750 47.555 208.500 1355.250
-1.000 * -1.000 * -1.000 * -1.000 * -1.000 -1.000 * -1.000 f -1.000 *
0.030 0.007 0.021 0.006 0.013 0.005 0.021 0.271
0.030 - -1.000 * 0.021 0.006 0.002 * 0.039 G 934 0,217
0.030 0.029 0.025 0.019 0.025 0.040 0.142 0.542
0,146 * -1, i:�:�; * 0.100 * 0.030 O, 0::1 * '), 001 * Oa O18 * 0.114 *
0.049 -1.000 * 0.090 0.021 ' 0.125 0.384 0.083 0.705
0 nn * -1.000 * f, 00s * , 0 f• � I�rf:� t 0.000 ±� t') * "i *
0.079 -1.000 * 0.104 �) 50 0 01 * r, 069 ►) 052 0 542
.0.000 * -1.000 * 0.000 * 0.000
* 0. 008 n 00 * 0.013 * 0.031 *
0.079 0.024 0.058 0029 0.100 0.077 n 417 0' 47'
!) 070 1 -1 ,00 * 0 048 * 0 014 *-1,r,::9 -� r:C:ti * :� 009 * !! r )*
r 0''1 f -r 0 1 r• 00r * ;t nt`.:. # n r:.jS f t` nor• * 0.012 ;x 0:"'•
-1 00 s0n x r:00-1 `��i, -! n.i -' .•i� -� r:t}r}
La4vv • -1.�:':�3 * '1.',•:�i '1,vv•, * L.!::'r # :.:•,�: * i.l.:!) * •.•,•.!
000 s -! 0rr• * -1.000 4 -1 r .0 • -' 9C•0 a 00f: 000 2 -t
C.F:i• 1
} nF iP HE0

.4J.V...•f,
:!:FORMATION ON
EUSAR CREEK 11 TP
INDUSTRIES AND DISCHARGE POLLUTANT CONCENTRATIONS (MGM
NAME NAME NAME NAME NA:NAME NAME NAME
EETER SOUWIP UE TE: FET C&TRE, FLEISH MITCHM PEPSI
:_CI;0.020 0.029 0.071 0.080 0.095 0.028 0.042 0.125
'MU)
:20 310.000 525,000 448,000 1175,000 250.000 1050.000 475.000 643.000
-:S 250.000 338.000 250.000 520.000 944.000 250.000 1250.000 250.000
043 -1.000 •* -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
0.025 0.050 0,025 0.025 0.040 0.025 0.025 -1.000 *
0.025 0.057 * 0.057 * -1.000 4 0,150 -1.000 * -1.000 f -1.000 *
- 0.100 0.400 0.067 0.240 0.230 -1.000 * -1.000 * -1.000 *
0.021 * 0.021 * 0.021 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
0.022 * 0.022 * 0.022 * 0.080 0.230 -1.000 * 0.080 -1,000 *
0,000 * 0.000 * 0.000 * -1,000 * -1.000 * -1.000 * -1.000 * -1.000 *
'a 0.025 0.080 0.577 0.700 0.370 0.130 -1.000 * -1.000 *
=; 0.015 * 0.015 * 0.015 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
0.300 0.300 0.483 0.200 0.400 0.590 -1,000 * -1.000 *
0.011 * 0.011 * 0.011 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
0.014 * 0.014 * 0.014 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
-- -1.000 * -1.000 * -1.000 * -1.000 *-1.000-* -1.000 * -1.000. * -1.000 *
j= -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *-1.000
INDUSTRIES .AND POLLUTANT LOADINSS (POUNDS/DAY)
NAME 'NAME NAME NAME NAME NAME NAME NAME .
EE ER SOUWIP US TEX = _T C& ;EF FLEISH MI .Cs.? PEPSI
•I
-" D 5' 708 12h 977 265 279 73, 960 199 075 245.196 166 323 670.323
:y vif i • � , L•J J... I i Ja rv. lU .+iUL
4' 700 -- 81 749 14a 035 :• 1c 944 7 47 931 zoo a 7 50 260 25
-nw ^j
1:r •, . t Va \r\r .U. l u . t• a 1U. V•J =f•J . r'�� . 1�.L
°�Z' 00n0n * -i 000 *-1.000 * * -? 00-1.000 x i00 -1.000 *
J -i, r11J a.;l1,iJ -1.000 tf414 nLn.+:,
..�i 1i. 00 0.0120.015 0.017 0. 032 . 006 0. { 5' -1.000 #
t 0 `d -0.014/►T.{ -1.000 rl : 19 + �00 _' •'.i: 1i,t1
.i �a Y�1T • �.0•J'! * 'J. a:e-iai•'•. t' i, L4•.-1aY:+a
_:J r Ail Y 97 0 04t: �.} : Lfj 0.222 -� 000 t r,•ih -i ((fit`•
0.01 . a•r S• .16 1. Jf a,' .J L. :•JN*
if
_.♦ t 0`0n.004 * 0.005 * 0.012 -1.000* .a014 * -1,000 * -1.0ef0 _L.rJ 0.004 x 0.005 * 0.011 t 0.053 0.132 -1.000 00 * 0 0'c -1 000
0.e00 * 0.f0h* 0.00 * -1.000 * __. r 9 # -1.000 # -1.000 #.w -1,!t:i` *
a 0.004 0.019 A 342 .� L00 0 293 0 030 _1 000 * -i 000 *
1 w t A i..\ \ \
r A0 * 0 r t 0t 099 t -' 0•.0 x -i 00{ # -� 000 i -1 ,:,•: * -t 0};0 #
-i •i. VJ•J .•!'t :. Y•r� �.L L. Y+ 1. 1. as
•t r. f� Ate: A r..CL :1 i" 3 317 :33 + 00 +:,�
J. %50 :.0C J y. 2J•1 r, 1 3 0. 31l t.. L•JJ -1 1.0 : is * `1 . � '.
.- 0.002 003 • 0.007 * -1.000 t -t 0:'0 4 -1.000 2 -7 0:.i: Y -t 990 w
^. 002 t 0.003 f 0$f:l _' t -1.000 * -1,000 * -1.000 t -' ..':' .''�
- 1.000 * -! 000 * ' 99(: * - 999 ? i 000 f -f 030 t -t 00 4 -t 90 :k
1 . L Y'i ' 1 . � 'r': :. • •:: 1 , r 4 1 . L •i `i 1 . i . v •.
_r•
- 1.000 2 + 1.0•r•100 : * -! hf! t _1 t:Al: y -i t:ii: 4 -1.000 f-:..1:0 4 `i.. •'t
.�si.p USED
DEFAULT :ATA JSE+,i

j/ti:52
' i:FIRMAT 0N ON
-/i3nR CREEK WWTP
Iu3*�UST}},a 1E AND DISCHARGE POLL sT NT C N: R(A{
IJUU LI\1 L� yIU,./If1.tLL /'JLI.�II:.\1 LCtiC.,�f1i711V11V (MGM
NAME NAME NAME NAME NAME 'SAME SAME ? KE
S JR 3 SRR! ID RSTRY UP BRC 4N TDTRK i IDA t!, !
N a1V L• SRRID L V . 1. 1 �J ul. / yl . 1 L .t tli'� f L IN
-SOW 0,006 0.010 0.010 0.015 0.012 0.005 0.091 0,100
:/ni3 0p 235 • 1175.000235 000 700,000 800.000
931.000 2 :5. �,.0 L•�aJ, u►) 235.000-..,,
739 250.000 250.000 250.000 250.000 250,000 250,000 250.000 545.000
0-13 -1,000 � -1.000 *-1.000 * -1.000 * -1.000 * -1,000 1 -i.0i. * -1.000
-0 0.120 0.050 0.025 0.090 0,050 0.025 0.050 -1.000 i
0.190 0.500 -1.000 f 1.020 0.070 -1.000 ' 0.025 0.050
-31 0.500 0.220 _s 000 + 0.600 0.200 0 T60 0.070 0.250
_J .J4 ._iJ ♦. IV , 'i ,♦ V.J tViV ary
.`, -1.000 f -1.000 • -1.000 • :.000 • -1.000 s -1.000 * 0.021 * -1.000 *
cf 1.000 0.830 -1.000 * 0,600 1.000 0.100 0,022 * 0.120
-1.000 * -1.000 * -1,060 * -1,000 * -1.000 * -1.000 * 0.000 * -1.000
'1i 0.360 -1,000 * -1.000 * 0.130 0.150 0.100 0.025 0.150
.3 0.050-1,000 * -1.000 s 0,025 -1.000 i -1,000 * 0.015 * 0.025
11 0.500 0.400 0.300 0.500 0.500 0.190 0.140 0.200
=�iE -1.000 * -1.000 * -1.000 * -1,000 s -1.000 * -1.000 * 0,011 * -1.000
:.3 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * 0,014 * -1.000 *
-1.000 • -1,000 -1.000 • -1,000 • -1.000- * -1.000 • -1 i3Oi0 * -i r'
-1.000 • -1.000 • -moo • -1.000• -Ia0'�0 * -i.000 • -moo • -1.000 *
INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAY)
INDUSTRIES
NAME NAME NAME NAME NAME NAME NAME NAME
[�1'D D SRRLID C�[�r�j ► {Dn BOWCT^T[/�/ � T^ • 0: i WAIN
SOUR E SRRLID SP.RSR1 L' S BROWN J DTRK LID!! li Litt
000 41.593 19,599 19,599 . 146.992 23.519 8.820 V:1.258 667,200
99 12.510 -- 20.950 20 950 31 275 2� 0209.393 139 735 45" 530
.. . VtJU v ... sJ .1,vi {IJ7, ids alT■v•.
0i3 -1,000 :-1.000 * -1,000 * -1.000 * -1.000 * -1.000 * -1.000 2 -1.000
-1.000n0.V(0 0.004 0.002 0.011 0.005 n.03C
�/0
0.005 - 0,042 -1.000 * 0,128 0. 007 -1.000 * 0.019 0.042
-•1 0 025 0l 018 -i 000 * 0 075 ''� 020 0.014 '1 053 0.209
. t -1.000 -1.000 -1.000 • -1.000 • -1.000 -1.000 E 0.016 }•.
=? 0.050 0.0-1.000 • 0.075 0.100 0.004 0.017 • 0,100
-1.000 -1.0001 A.rr•-_. 0ri
-3 -1,0')0 * * -1.000 * -1.000 * -1.000 {� ')aJ/,i * :/'i+i4i
_ 1� n r• ,.ti 5 0 •l ^ 19 rl i
0.018 ,000 * -1.00e * 0. 016 O.01., �..•,c•4 O,:�i • .1L
•-, - 0 1)003 -1000 -100'IT _+100* 0.011
_. 0.025 00,3 002! 0063 0.050
-1,P / * 0.106 0.167
- -+,000 * -1.a0; * -1.000 } a,000 ;-0.$ A i:l° * -1.000
*
_ :;; I • _1 .i11r. i:.l: i. i r
4 , V :• •i • i , '!'J Y L . '!': � :. J'a 1 , � J L - i / 'J': L . • . L • •
-Imo i -1 : /`.i: t 1`rl.) 4 _i S 0f. t -1 ':00 * -1,•`•''1'' '; -1.f i r•c.r: f
-i 1t11n 4 -. :.{• .4 -1.000 f -a illy" # -. 0 0 4 -...:TO f 1 i'•l + -! �`.!{( 1
• •. v'/4 .. J♦ .•'. :'Y i/'J'.. L.: �) v:'J :ti:. sa r'.
t 0ATA '_!ZE0

�', rt. � T1R,
: FL;E::Ai ION CN
-e•nw CREEK N!i
'IR ,TB
INDUSTRIES AND CiSCtARLE POLLUTANT CCNCL,! RTt0S (ug/L)
NAME L Zr,.. t.. !.i NAME NAME.
AIDE �Al1E ::A:, ., � =4►1E 1..tiL „-.,�
r �.-rrr. •.i'� D � 11 r'Ti* l•r t I., LIP ! � R1
SOURES SRR ID ERRTRY t' RC J T f_I:A a
J..V v Jlfu ll!-:..tlt, UPS Mt .! VI:! !::`. i Ia,.�Llf
-• T ,, +.0 r 1 015 n rnr 0.100
LvI1 'J. 006 C. C1C 0.010 (J. 015 0.012 0.005 ti.':9i
:ISO)
30 931.000 235,000 235.000 1175,000 235,000 235.000 700.000 800. 000
rES 230.000 250,000 250.000 250.000 250.000 250,000 250.000 545,000
`sz -1.000 * -+ 000 -* -1 000 * -1 000 * -1.000 t -+ 00 000 * -1.000 .J at a. s. . V 4 1.4 � �. VL t
0.120 0.050 0,025 0.090 0.050 0.025 0.050 -1.000
- t 0.070 0. V70 -1,000 f 1.020 0.070 -1,000 f 0.025 0.050
0'J 0.500 0.220 -1,000 * 0,600 0.200 0,360 0,070 0.250
v -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * 0.021 * -1.000
-1 1.000 0.830 -1.000 • 0.E00 1.P. CIAO 0.100 0.022 * 0.120
-.3 -1,000 * -1.000 * -1.000 ' -1.000 -1.000 * -1.000 * 0.000 * -1.000 4
1 0.360 -1.000 * -1.000 * 0.130 0.150 0.100 0.025 0.150
:,3 0.050 -1.000 * -1.000 * 0.025 -1.000 + -1.000 * 0.015 * 0.025
7.1 0.500 0.400 0.300 0.500 0.500 0.190 0.140 0.200
=�,E -1.000 * -1.000 * -1.000 * -1.000 * -1.000 f -1.000 * 0.011 * -1.000
=S-1.C•^,0 -1.000 f -1.ti07 * -1.040 -2.000-1.000 0.014 * -1.000 *
-1.000 * -1.000 * -1 00 - 00* -1 q/�r•1 tz- * -i 00•0 * -1.000 -1.000
-1.000 ' -1.000 * -1,000 * -1.000 * -1.000 4 -1.000 x -1.000 * -1.000 i
.-
INDUSTRIES AND PDLLUTANT LOADINSS POUNDS/DAY)
'LAME NAME 'LAME NAME NAME NAME NAME NAME
n r, • SRRTRY UPS BROWN w-1 r n1� NATLIN
SOURER SRRLIL BROWS S h R( LIDA NATLI:
FCL
;9D 41 583 1p 579 1U 599 14L 992 2z 519 820 5z1 25R 667 '
� 1.JV,f i •J%r e.J � a V, a.J.• t! L. UL vil. r• L .L0(J
-.t: 12 510 7/� 0 0 2:` 550y z 7 C Q 02. 0 TO►T 99 735 45 530
..J lr.a VtV L{itV � ill. VVi .1.�7J 2M. CiC :.•Jvi 1E3. 75 54.53
•• t3 -1,000 z -1.000 *-:.':GO t -1.000 * -1.000 * _1 .00* -1.000 � -1.000
:D 0, 006 0.004 0, �02 0, 011 0, 0U5 (1. ^!.' 1 0.038 -1.000
0,005 - 0.042 -1.000 4 0.12E 0.007 -1.000 * 0.017 0.042
- � 'J. 025 0.015 -1.000 • Yf. C75 'I. CLC '�. 01 4 0.053
0. 20?
_1 000 * -1.000 * 000 0 ;� -1 ! (i!! !: {1! t -1.000
.11 t. '/ ='JJf • -1. .1f'1 .C�'! :. r0 . •.3
_ 3 0. 0E0 0. 069 -1.000 * 0.075 0.100 0.004 0 017 0,100
t v . . v. 4
-3 _1,000 * -1.000 * -1.000* -1.000-1.000 _1 ti 0.000 -1.000 r x
0.11E -1,000 4 -1.000 * 0.016 0.015 t'. 04 0.019 0.125
,� 003 -1.000 -1.000 r et1T -1.000 j -+ 0i•0 S 0 011 * .l 021
• . 003 .. L V t . : •r 'J .. J. _ •
0 025 0.033 0: 025 i• �T r� 050 ♦ 007 r 106 0,167
/. r...t L'. •. �.. •J. J �J l'. fJ4 �i. '. '/i :. .'JL
,1- -1 000 4 _1 3.�:;� * -4 00". * -! (ir�tt ; 1 00C` * -i f. '.. t r, oo`.3 } -1 000 a
l . •i •i . •/ J'i _ . L 'J •i .. J L ♦ t . V .. y 'i . v Y .: .. •. J V ^
f i. r - 1 0 0 _ o•} -+ 00 _ 1 i,f:r. 4
•. .
-1 000 4 -1.000 t -i 1'i:j0 { -1 COO S -1 000 t -1 .,0 * -'. i.00 4 -1 .If•
_: I•(:0 4 -1 00 4 -_ ••01: * -1 00
4 -1 00 4 :.0, n 4-:.:'•i -1,000*

. 1
Jl aor.
F SR ATIt7? ON
-,.^^R ,,CREEK WHIP
.�jr.ir CREEK i1. tQ
NAME
SOUR ES
0.006
;rv0)
1 DUSTR.jIES(; AND DISCHARGE
i S H RGE POLLUTANT CO7,1� N R 10 S (MGM
INDUSTRIES Alti(} lia,rH,f11„L� CONCENTRATIONS
NAME
CD^.1 T11
0.010
NAME FAME NAME NAME NAME NAME
r-rTry UPS BROWN SID ri LIRA NAT IN
0 t 1 5 0.100
•l.nl� 0.015 0.0:2 1l.00.! 0.091
:10 831.000 235.000 235,000 1175, 0'00 235.000 23 .000 7 0, r000 800.000
TES 250.000 250.000 250.000 250.000 250.000 250.000 250.000 545.000
' - 3 • -1.000 * -1.000 . * -f 000 * -1.000 * - j 000 * -1 0€00 * -1.000 * -1.000 *
v a,4 J a. .v 4 a.
:0 0.120 0,050 0.025 0.090 0.050 0.025 0.050 -1.000
0,090 0.500 -1.000 * 1,020 0.070 -1,000 0.025 0.050
0.500 0.220 -1.000 * 0.600 0.200 0.360 0,070 0.250
-1.000 -1.000 *-1.000 • -1.000 * -1,000 * -1.000 * 0.021 • -1.000 *
1.000 0.230 -1.000 * 0.600 1.000 0.100 0.022 * 0.120
-1.000 * -1.000 * -1, 0 0 * -Lou. * -1.000 * -1,000 * 0.000 * -1.000 *
'tI 0.360 -1.000 * -1.000 * 0.130 0.150 0.100 0.025 0.150
-3 0.050-1.000-1.400 • 0.025 -1.000 • -1.000 * 0.015 0.0025
7;1 0.500 0. 4vv 0, 300 0.500 0.500 0.190 0.140 0.200
-1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1►000 * 0.011 * -1.000 *
• ;3 -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1.000 *
-1.000 • -1.000 *
1
-1.000 * -1.000 * -1.000 * -1.000* 4 -1.000* -1.;00•*
-1.000 *-1.000 * -11000 * -1.000 * -1.000 * -1.000 * -1.000 1
-1.000
-1.000 *
INDUSTRIES AND POLLUTANT LOADINGS (POUNDS/DAY)
INDUSTRIES
NAME NAME NAME '`ME NAME NAME NAME NAME
SOURER SRRLID SRR RY: UPS BRIAN STERK LI A NATLIN
r�L
;70 41.583 19.599 19.599 146.992 23,519 8.820 531.258 667.200
TES 12.510 - 20.850 20.850 31.275 25.020 9.387 123.735 454.530
.0i3 -1.000 * -1.00; * -1,000 4 -1.000 * -1.000 * -1.000 * -1.000 * -1.530 *
=8 0.006 0.004 0.52 0.011 0.005 0.001 0.038 -1.000 *
0.005 - 0 C42 -1.000 * 0,128 0.007 -1.000 * 0.019 0.042
.J 0.025 0,01 1,000 * 0.075 0.020 0.014 0.033 0.209
..t r0 * -t r'0r *-1.000 * -, ' *-1.000 = 0.016 * -1.000 *
.t -1. lVO i, Y•!'• -1.000 �. ''�'
.2 0.050 0.059 -1.000 * 0.075 0.1!?0 0.004 ''. 0r1? * 0.100
0i ! * 0 l0 0r 0• -1.000* -1.000 '! -1.000 0.000 -1' 00r0
-3 1..•s) -1.•. '!-1.4•)•!:. ':
0.018t-1.000 **-1.::00 * 0.01E 0,015 0. 04 '� . 019 0.125
r '/. 003 -1.000 -1. rL0 'i. 003 -1.000 -1.000 * 0.011 * J,021
r• 0.025
.1Lc C.033
.:;T 0.02.c. 0.063 •. 05^ 0.007
.!%-
.. at: %0
:4: -1.000 * -1 ";1 0 * -1.000 * 000 { -1 -0 * -i f.:10 s 02 + -1 000 i
•r. n , • •,i
] -1•
00f * -r 0'.P * - ?. 0 * ...Jill) * -i `lr 0 r'r,0 * r1 ! .: 0 f0
.vv'1 i.•.'♦•i i.•:va. V+.-i.'i•. ..' is .. ♦ •.
- -1.000 i -1 '''* , * -1 03 4 _t C (( 4 -1.000 * -1 `'1' * - 0.!0 i -1 '!0
_! 000 4 -• :;f! - '�00 • -1.000 -1.000 4 -:.On
* -t ^.I.rl -1.000 *

.rJ
-�C
vL
-•i,Ti
:CL
Jd
:.':FORMATION ON
50SAR CREEK NW?
INDUSTRIES AND 0I,•HiR%L ►vUTANT CONCENTRATIONS (NM)
)
NOE NAME NAME N'A41ttL NAME NAME NAME NAME
IC aSU RYDER M RTRi HOIUR MERCY PRESS! 11 5 :0 ,.r\1.
' 4 8 0.045 008 � l
0.015 +1. Or3 +��',?•+�� t�.;: ? 0.' 1 0, 016 :•■ Y•:
1175.000 235.000 235.000 235.000 265.000 235.000 1175.000 215.000
1176. 000 430.000 250.000 250.000 250.000 250.000 250.000 2. W. 000
-t 000 } -1.000 * -s 000 * -1 000 * -1.000 * -1.000 * -1,000 _ -1.000
.,Yr ..vvv a■•.v 3
00 0.060 0.070 s'. 050 0.050 0.050 0.050 i, 4 v L, 1v
1 0.240 0.140 -1,000 * 0.045 -1.000 * -1.000 * -1.000 * -1.000
00 2.270 0.720 -1.000 * 0.350 0.070 -1.000 + 0.170 -1,000
:1-1,0000 * -1.000 * -1.000 * -1,000 * -1,000 * -1.000 4 -1,000 * -1.000
:3 1.000 0.500-1,000 ' 0.520 -1.000 * -1.000 * 0.670 -1.000 4
- -1.000 * -1.000 -1.000 -1.000 4 -1.000 -1.000 * 1.000 4 -MOO
.; 0,150 0,170 -1.000 * 0.160 -1.000 i 0.080 0.220 -1.000
=; -1.000 * -1.000 * -1.000 * -1.000 * -1.000 * -1,000 * -1.000 * -1.000
0.500 1.100 -1.000 * 1.560 0.400 0.300 2.200 -1.000
-1.000 * -1.000 -1.000 * -1.000 x -1.000 f -1.000 * -1.000 * -1.COO
- 1.000 * -1.000 * -1.000 x -1.000 1 -1.0:0 : -1.000 { -1.000 s -1. 00 4
-1.000-1.000 * -1.000 : -1.000 * -1,001 -* -1,000 x -1. 0#-j.,d: #
- 1.000 * -1.000 * -1.000 + -1.000 4 -1.000 } -1.000 * -moo f - .000
INDUSTRIES ES AND POLLUTANT LC Dt116S LP3U iDn /D• a
1 LlJ♦JsJ[lSaLsl i�!\ POLLUTANT L.L.(f1N Lu!'1L 1•! ♦/ .1 v ! t�l ii .
NAME NAME NAME NAME .A.s,. NAME NAME NAME
YICP D RYL R ;1TRTRN .H0TSPR MERCY = ESEY Is'MS NO TR NST
T .G^S 151.592 15...177
146.992 15.79 15.677 32.316 37.732 8E.17
6
147.11E 2S.6
90 16.t90 87.5?0 37.5?1 77.312 16,L_•
-1.000-!.Ly1 *-1.000 t-1.000 1 -1♦001 -1.000 -1.000 . -1.000 0.00E 0.003r 013 t 00c 0.019
11 00 -1.000
0.030 - R :0P -1.000 4 0.016 -:.000 *-_,(;.A1 -1.000 -1.000 3
-t' /� 23 a 04 -f 000 *0.123 0.011 -f .000 a 0 02 i :.0 0l *
.1 0. 2 4 J . L . it • . Y r • i G •.
-. 0.125 0.033
a033 -1.000 4 i.l J2 _1•Vi; 4 -1.000 * 0.037 -1.1oo *
^ -1.000 -1.000 * -1.000 * -1.000 . -1. C O• -1.000 11. 000 * 1. 00
: 0.019 C.nt t -i.000 •�1 T-1.000 0: 030 022 -1.000
-1.000 -4 1_00 a -1.000 * -1.00 f -1.000 * -1.000 * -1.00 -1.000
0.063 0.073 -1.000 a' 0.546 0,060 0.113 0.264 -1.000
fi
-l.-1.000 f 1 ``.':0 * -1.000 f -4 _•0r. * _I.r.1t * -hen x-1,005 * .1 .r.•.:':
40-1.000
00 • 040 4 -! 000 f -5 040 } -1.0)0 * -1.040 4
-1.000 * - .. : . * . V `I 'f 4 - 1 ..; J.J .. -t :• J .. Y r . - - -
-1,000 4 -1.00 * 1. 0•: t' 4-1.000 i -1.000 1.000 * 1.000 -1.000 4
-1.000 -t 000 i -i 000 4 -4 00r. a -•. 00 _ 400 -1 ee,c i -:..no 4
�.•: •iY a.•: I:W :. V!•'i .z• 4 s.•. V 4 a.•. •/v
=t.
- 0EF0 vl NT4 USE:
4,0

.:FORMATION ON
;SAR CREEK NWIP
INDUSTRIES AN!) r ISCHARSE POLLUTANT CONCENTRATIONS sMr !L5
NAME NAME
OVERNT FOUR
''" 0.019 0,006
POI
7:22 292.000 285.000
'SS 250.000 250.000
';ice -1.000 * -1.000
0.130 0.050
-1.000 * -1.000
�.v 0.880 0.080
-1.000 * -1.000
�3 0.140 0.100
3 -1.000 4 -1.000 x
`'t 0.170 -1.000 3
10 0.020-1.00:0
21 0.400 0,370
P:1= -1.000 * -1.000
As -1.000 3 -1.000
_= -1.000 * -1.000
_ -1.000 * -1.000 4
INDUSTRIES AND POLLUTANT LOA IXSS (POUNDSIDAY1
NAME NAME
OYERNT DUKEP
7:23 42.334 14.261
37.530 12.510
':;i3 -1.000 4 -1.0► 0
0.020 0.003
C -iS. J 000 *- -1 t00
_..
'"0.132
32 0.004
.. -1.000 * -1.000
_n 0.021 0.!05
-1.000
'►I 0.026 -1.000 *
') 0.003 -1.000 4
-' 0.060 0.019
._ -1.000 * -1. 00 4
-1.000 4-1.00 4
-1.000 -1 000 1
t L. rASH USES
OS:52.49
4

INFORMATION ON
JC-AR CREEK NWTP
DOMESTIC rvI^rO L.1 CONTRIB. REICY4. RATES iv)
1 1 i
! f
1 POLLUTANT I• CONC 113_fl 5 1 1 OADIl :J/Di 1 PR:1.1 R 1 SEC NDA ( 1 TERTIARY ! " 1 i'iT :S— 1
, J �V ! fill ( �•,i{ • t1�J: !.,( ( ,.J l 1L3: ({J i PR:MAR! tJ �'. CRY ('.� ! TERTIARY ( v+L11,w:•
(
1
ucn(D 1 4. VV 1 970.30 1
1 NH31 1 90 j Li +17 1
CD 0.01 0.85 I
CR 0.01 0.85 I
CU 0.0E 2.56 1
i Cat 0.01 0.85 .
' FT• ' 0.05 ' 4.17 1
i HS . 0.0.E * I 0.03 *I
RI I 0,03 I 2.5 I
I ZN 0.112.79
I PHE —1.00 * I -1.00 * j
. AS 0.00 * i 0.26 * 1
' • BE —1.c0 * 1 —1.00 * I
! J —1.00 ( —1.00 1
INDICATES DEFAULT DATA 1Jt.ED
19 * 93
45 * '90
1 * ;2
27 * 76 *
22 * 82 *
21 * 59 *
57* 2: *
10 * 1. 26
14 * 122 *
20 * 94
?7* 77*
9 * 99 *
12 * ' 40 *
1 * L 1
* 50 *
ti
1 t D !
I T_:
( IttJ
_ ,n
CR
' CU 1
1 $,
C!'1
P8
MS,L
NI
AS
_R
AS
iE
1 ._.L

MASS E••r._:-.:CE CHECK '
i.LUTAN i
CALCULATED FROM FIELD SAMPLINS DATA
4 1
c
1 UNCONTROLLABLE 1 CONTROLLABLE TOTAL FBT i
t
: (DOMESTIC) 1 (INDUSTRIAL) SOURCES INFLUENT DIFFERENCE
SOURCES SOURCES
(Cv- . t3) LOAD (j; S . 5)
(LBSILY) (LB / AY) iLBS'JAJ! (LBSJDAJ{
(PERCENT)
1
1
1
1
1
1
1
1
13970.30 8458.61 22123.96
8859.22 5910.51 14769.77
1601.47 -1i00 1..i&.47 a
0.85 0.89 1.75
0.85 3.43 4.28
2.56 3.99 1 6.54
s
0.95 0.73 1.80
4.17 2.91 7.08
0.03 0.00 0.03
2.56 4.36 6.92
0.43 0.43 0.85
12.78 5.18 17.96
- 1.00 0.25 0.25 9
0;26--- 1 0.14 0.41
- 1.00 -1.00
- 1.00 -1.00
* -1 INDICATES DATA NOT AVAILABLE
BASED r..1 FIELD SWUM DATA FOR UNCONTROLLABLE L'n r•"U. ONLY
'� .i 4J..t/ ON 1 14L .dfllll ..J DATA I illL SOURCES
r EASED ON FIELD JAN L TN6 DATA FrJ CONTROLLABLE SOURCES ONLY
1 19637.36
21774.07
1 +.
1 1536.39 t
2.54
1
1 7.12
8.14 1
1 -1.00
1 10.99
- , -1.00 1
9,67
-1.00
1 20.35 1
1 -1.00 1
-1.001
i -1.00 .
1 s 0n 0
1-i.'1.
,.
-t4.t
32.17
-4.24
Ti . 36
39.90
19.62
_8.43
11.74

i•.
OS:52149
:INHIBITION SCR•«�._•1ITGATT1C+1:S (MS/( 11
1 LII'.LYL / 411 J:I:Rlra.4R ,t 1 LVl1J tsu -t 1
! CA E HriJ INHIB THRESHOLD VALUES (LE9/D ,
1 !
1 t
1N,�j 1^ I 1l4;.)1:1 1 1!•L
l.1r1L. t 1l1[lLY. 1 I-t!!i�t
�1 } ;I T A,lT I ni' L+1 I 1); T'1Tt: 1 1i.! 11� !
_ti-Jt91R1 1 ACT. VL. 1 11L1�LI . 1 AN. DIG. .
-'.I . i D ..-•• T
LN 'LL. Li!ii18.
ACT, sCI �. C1 S-'T
1 EL.
f 1
I hfr.I#i:lI 1 FINAL 1
1 Tf�i1 8 1 `IlilTING 1 INFLUENT ! NNI^ A! 1
! t.•i111:. LI/L t L/1] S .111 L'1 L:.1 1 i:1:i: � [i�� 1
1 AN. 11I8. 1 FACTOR : 'i B9/tAY)1 S�DAYr 1r;r1) UT"usriT1
1 R i�tt i tL+:J 4 LVJi Y1? / :�VLL� tH1Rt t
BCD
TES�vV
LI.
r".
1.1
rrat •J
Ce
n•t.
HS
AS
Z1
FHE
AS
LL
SE
- 1.00 1
-i 1
c. 0 t
--1.001 t
1.00 1
1,00 1
1.00 I
0.10 1
0.10 t
0.10 I
1.00 •
0.25 !
0.08 1
50.00 I
0.10
- 1.00 I
-1.00 1
- 1.00 I
- 1.00 1
-1.00 1
5. V20 1 I
0.25I
1
0,05 I
0.34 I
0.50 I
-1.00 1
0.25 1
- 1.00 1
0,08 1
4.00 1
-1.00 1
- 1,00.1
i
- tal0i3O
1
- i.Y10 f
-iL.A•/•ft r 1 1
- 1,00 1
20.00
110.01
jn I
40.00 1
- 1.03 ;
340.00 s .
n
I
10.00 1
-ia s00 1 I
400.00
- MO 1
-ia0ro0
t1 1
- 1,00 1
- 00 1
COMPARISON OF HEArl�0RK8 LOADING LIMITS
,J t ! 1 .du. Iit .. .r f. lot LJnz, L:t LIMITS
1 3
ILES/DAY)
- 1.00
-1.00
-1.00
1:19.70
9
c-o .3;8o
_
130.45
1.1.9T
r,.
23 , 66
11.31
119.31
1.80
.1. �
.15
5529,72
'tav5LfL
. L
- 1_,00
-1.00
I PASS- I - 1 S U ^: I DESI^N + FINAL
:OLLUTAN- I THRDUSLI INHIBITIONI QUALITY
UALITV I LOAD j LOA0ING t
orn
Jvl:
vS
T^
1
NH3
C9
CR
CU
CN
PE,
•u
UP
.o
11
ZN .rr
• 1:L
AS
L -
-. r
17230, 44 1 19637. 36 I
3:.
0524.39 I 2 • rr4.f 1 I
rZL,+t t 536p 1 1
14.87 1
98.98
28,26
1z.94
L _•
23.56
t
.•)1
t.•1
31,30
730,99 1
3.021
25.13 t
1•J
1
1 . +1 1 1.4r,
15+ � 1.8 /
0.17 1
8,27 1
201 .S0!
..
rL 'r) t
-1.00 1
10.03 !
1
L. 41 t
t
-1.00 I 30649.50
- 1 00 I 3003t 51
•. L•v 1 v• vv.vs
• ! •l,ltCtit« : TA 4FE NOT "•1A1: A2 E C Ar`! iti•'l$ E
1
30649.50
30036.51
71,s, 99
3,02
25.13
.:,05
a- ' '7
.
0.17
J7
- 1.00
-1.00 1
- 1.00 1
66.3.62 1
105.99 1
28.26 s
24. 33 1
. J 1 176 267 t)L
- 1.00 I
37.41 1
- 1,00 1
35.39 •11
r
4s69pl.24 I
-1.00 1
- 1.00 1
- 1.00 1
-1.00 1
-1.00 1
- 1.00 1
14.87 1
98.98 1
JJ
"� 1.36 1
-i.! 00 1
S.t
227.06 1
-1.AA i
=?1.37 1
- L.00 1
355.26 1
-1.01
- 1,00 1
it• I
-l. iI
-1.00
-1.00
:.vi}0lr
14,87
y[ j�
98.9.
r •1
28._6
13.96
23.66
11.31
21.3-r
31.20
11.15
5529.78
11.56
_1.00
1
1 19637.36 1'19637.36 1 BCD
1 21774.07 74.07 21774. 07 1 TES
•, ! t
i 1536.3� i I 1536. 39 1 1 NH3
1 1 .. CD
1 2.54.L7 1 CD
1 7.12 1 98.98 1 Ct,
1 1 2^ 2.t�/. t
1 9.14 1 .:'`� ..f.'J t tr. U
I -1,00 1 13.94 1 CN
1 - 10.99 1-.. 23.66 1 P8.
1 -1.00 1 11.31 1 MS
9.67 1 21,37 1 ':I
1 -1,II t 31.80 I iu
1 20.35 r.1 1 ;r :
1 • C•.3 ..i
1 -1.00 ! 5529.79 1 PPE
1 -1.00 1 11.56 1 .._
1 -1.00 1 -1.00 I
1 -1.0/ 1 -1,10 I EE

•
A i•C.4�. �•D
rvlvi■ t
iFORMA T I Old EN
MAR CREEK "
TOTAL FOUNDS fit: POLLUTANT C41:•.hRED T 1 ACTUAL FOUNDS/DAY Y
uTAL O COMPARED I O AC. jA! .
ALLOWABLE ACTUAL ALLOWABLE ACTUALREDU•RED
TOTAL ! C f-�.,,; INDUSTRIAL , ISTRIN IND -:.-s,nV-
f1 Ji4 t I••r.-a �:i:i t 1 :.: ^� isis. v l •4 •..L a.l f .:�:•v Y ..i
FOL. POUNDS/DAY ?CUiDS/Onu ECU9 S!u1 F0vCS /•Y FOUNDS/JA
Y
:, D 30649s50 13970.30 16679.20 2458.66 0,00
,.n 1�1� 5^! 22 21177 35 t 56 0 l i
T:� 3y0S6.5i LLv..J.s. ta.l..•Jv .1910.,J4/ •J.�.•+:
'43 730,99 1601.47 0.00 -1.00 -1.00
CD 3.02 0.25 2.15 0.29 0.00
•1 25.13 0.25 14.23 3.43 0,00
10.05 2,f5 7.50 3.99 0.00
:'; 1.47 0.25 0.62 0.95 0.33
PS 15.87 4.17 11.70 2.91 0.00
'6 0.17 0.03 0.15 0.00 0.00
NI 8.97 2.56 6.31 4.36 0.00
1? 20.10 0.43 19.69 0.43 0.00
IN 20.35 12aT9 7.57 = i i8 0.00
=HE 5529.79 -1.00 -1.00 0.25 -1.00
AS 10.05 0.26 9.80 0.14 0.00
PE 1.34 -1.00 -1.00 -1.00 -1.00
3E 2.41 -1.00 -1.00 -1.00 -1.00
TOTAL POUNDS OF POLLUTANT CC FARED TO AvT3AL FOUNDS/DAY
USI S A SAFETY FACTS OF 25
4. B E • A• EiCN ACTUAL ALLOWABLE ACTUAL 1 -rt
�- .. ALLOxA�L- .TvtJ�v �_�i:::_:;
TOTAL AND IMONT94L. INDUSTRIAL INDUSTRIAL IN . RE'r;3'J..
- 1L1 POUNDS/DAY SAFETY F 'CTCR P^UNDS J R1Y �0UNDSCAY FOUNDS/DAY F OUNL )A(
10D 30649.50 7662.7; 13970.30 9016.22 3452i56 0.000
^.? 30036.51 •,[' 1• ";^ 13669.17 C it
•,1 7509. •3 8E59.22 5r10.56 0.00
':�3 7.70.99 122-.75 1501.47 0.00 -1,00 -1.00
: •2 3.02 0.75 0. 2•3 1.41 0.89 0.00
7: 25.13 ► :s 25 17.79 3.43 0.00
A
:ul 1 •. . 5 2.. i.3•5 4.92 3. 9 0.00
r'4 1.47 0. r' 0. ES 0.25 0.95 0.67
rl 15.87 3. 4.17 7.73 2.91 0.00
43 0.17 0, ^; 0.03 0.10 0.00
1 f E.87 2.:2 2.76 4,10 1.36
0.27
'J 20.10
_.'. . ii 43 14.65 0.43 0.00
-'; 20.35 ^. ' 12.79 2.48 5,12 2.70
5519 132 J - -1 ia� •=•' s
♦l tJ� s a U •�1v�s'- .a•: �r -..�.. �: a _� -la{r 1i
11.05 ._: 0.-6 7 f.14 Mi.)
. 1.7i4 .. . -1 AA -1 00 -1 Dili -1.00
2.41 tl - - 1 ..'0 -1 )0 -1 :i . _ 1 :•'.

•
t+Id �JL,I,,ti:7 t.L,\ ..la.MSt..IAL E.,LLL.1T . C:1 ....C!•. L.:..\♦ \'1's7
� j NON -DOMESTIC �r 1' 1 !+1:It
(APPLIES i L FL ONLY)
IBI
UC^ TOTAL INDUSTRIAL •L7 I1 US
i`y ONLY IND. CONTRIBUTORY FLOWS* : A !
( WO SAFETY • RT \t1 WI SAFETY FACTOR t 7:v SAFETY FACTOR! WI 5I-r_am• FACTOR tvlTR-u -_!t l
1 POLLUTANT 1 I ! - ! ! M^ i% I C t POLLUTANT LUTANT t
BCD
'HS
NH3
CO
t+.tC L'
tCU
rm
P8
5 F
I v
uAS
C1
CL':
: 4,L
AS
Dr
d_
• •1 1
• 1
250.00 250.00
245.IV0 245.00
4
0,13 0.09
1.47 1,07
0.45
0.D4 0.02
0.71 0.47
0.01 0.01
0.38 { 0.25
1.19 :}.55
0.46 0.15
0,59 0.44
3
€ Cr
250.00
245.00
0.15
a
1 a 5R
0.53
0,06
0.02
0.44
1.72
0.51
1.01
1 1 1
1 1 1
'+Ct� hi} ! i 9260 1 11 ROD 25 .0 t 1, u1v t I ROD :
24t: 00 1 : 7350 : D: T^S 1
da '. t ' . I1•l' 1 ! ES 1
i .(ilf: s i 'i S .
0.10 ! 1.7350 !t!1 CD 1
1.40 1 1,5440 ;WI CR 1
T5 1 7020 s l; ! Cn
••JL t i. 4L: tfr!
0,01 t 1.2410 ' \41 CN
D.54 1 1.7100 :WI F3 0.01 1
116 0 tNN Ht
1
0. 28 ! 1.7250 1 '•4: NI
1.25 \ a . 1 JL`J ! a7 ! r •
0.17 t 1.7E 0 :I: !N
t 1.1110 : :..1:.
1! :5 t t .40 !tol AS t
• . r.. a. lu }SY! .�J t
x - USTG' CONTRIBUTORY FLOW ^ DEFINED AS TOTAL ElFROM THOSEC" INDUSTRIES n- cr RIreT,sS -:- SPECIFIC POLLUTANT.
INSUFFICIENT DATA AVAILABLE FOR DERIVATION OF A LOCAL LIMIT.
- LOCAL __MIT NOT DERIVED BECAUSE THE :flLLVTANT LOADI S FROM UNCONTROLLABLE (DOMESTIC! SOURCES
EXCEEEXCEEDS MAXIMUM A! t IMAB E[ t.1EA ORKS t C DINS`
DS d THE MAXIMUM lt( rIL+�,JAY`f•LT.L IIL+�L i•J:.>,;J LL,1J .l�l..
EEE USERS MANUAL FOR A MORE DETAILED EXPLANATION OF FOOTNOTES.
C -. PASS 7:t:,:1l I3 j a!C�;ES�\ ?t: ^•'.SST;
1 !'!vsi �,.••i.Ltint !'a- J'. •3 s �i,••♦ 1
�HISI :r1tf
,1, ! { J t � t � :1
i • _4.vL i.J!7_I .
�":-�.� ! r:C+^' i IX.1 C =-T : i'AI -� -ASS :C•.^.!' 1 _ _'rS' •t'` _
. ••Y' • ES L 5L .. L .!!t 1 S __, MAL . _ _ rr .._.I:•• _L•: ___ r\'.Llt __.'1 ... .•J ✓f 1A•.CL

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
Request #
CMUD - Sugar Ck WWTP
NC0024937
91.4% Domestic
Existing
Renewal with Modification
Little Sugar Creek
C
030834
Mecklenburg
MRO k-!-L
6143
RECEIVED
APR 2 4 1991
PERMITS F.:-FRlhir:
Stream Characteristic:
USGS #
R. Baron& C. DErT Date:
3/15/9 ri CSOUR CSNATuRADrainage Area:
G15N ac�rU.,ir�. n ; AND Summer 7Q10:
rvEi°r'' 'Winter 7Q10:
r✓ R _ 8 9 9 i Average Flow:
30Q2:
Rtr/O,JAL OFFICEENr
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).
0214650000
40.8
3.4
5.5
47
8.7
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: � l., . stuct,tai Date: 3)o?a 1�1/
Reviewed by
Instream Assessment: ' 't-•� �� Date:
Regional Supervisor:
Permits & Engineering:
Date:
MAY 03 1991
RETURN TO TECHNICAL SERVICES BY:

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):
2
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
14.67 14.67
21 30
8 NL
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:
Monthly Average Monthly Average *
Summer Winter Summer Winter
Wasteflow (MGD): 14.67 14.67 20 20
BOD5 (mg/1): 21 30 NL NL
CBOD5 (mg/1): 5 10 (WQ)
NH3N (mg/1): 8 NL 1 2 (WQ)
DO (mg/1): 5 5 6 6 (WQ)
TSS (mg/1): 30 30 15 15 (WQ)
Fecal Col. (/100 ml): 200 200 200 200
pH (SU): 6-9 6-9 6-9 6-9
TP (mg/1): Monitor Monitor Monitor Monitor
TN (mg/1): Monitor Monitor Monitor Monitor
* Effective April 1, 1995 per agreement between CMUD and DEM. Facility requested BOD limits in tex k
CBOD5 instead of BOD5. Stricter TSS limit is part of agreement with CMUD (see attached letter from &{-w2
Tedder to J. Stowe dated 2/12/91).
Limits Changes Due To:
Instream Data
Ammonia Toxicity
Agreement w/facility
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)

3
Toxicity Limit
Existing Limit:
Recommended Limit:
Toxics
TOXICS
Monitoring Schedule
Chronic/Quarterly/ 87%
Chronic/Quarterly/ 87% (at 14.67 MGD) 90% (at 20 MGD)
or metals limits
Existing Limits:
Cadmium (ug/1):
Chromium (ug/1):
Copper (ug/l):
Nickel (ug/l):
Lead (ug/1):
Zinc (ug/1):
Cyanide (ug/1):
Silver (ug/l):
Chlorine (ug/1):
Mercury (ug/l):
Recommended Limits: *
Cadmium (ug/1):
Chromium (ug/1):
Copper (ug/l):
Nickel (ug/1):
Lead (ug/1):
Zinc (ug/1):
Cyanide (ug/1):
Silver (ug/l):
Chlorine (ug/1):
Mercury (ug/l):
* Metals limits to become effective 1/1/92 per agreement between
Daily Max
2.3
Monitor
Monitor
101
29
Monitor
5.7
Monitor
Monitor
0.014
ttsk LT -
Weekly Avg at
14.67 MGD
2.3
Monitor
101
29
Monitor
5.7
Monitor
Monitor
0.014
Daily Max at
14.67 MGD
5.7
Monitor
404
39
Monitor
19
Monitor
Monitor
0.056
Lirnki (_ kcA — kr+(
Limits Changes Due To:
New Wasteflow Limit
Updated Pretreatment Info
Weekly Avg at 2
MGD
2.2
55
Monitor
98
28
Monitor
5.5
Monitor
Njorrifor
0.013
CMUD and DEM
Parameter(s) Affected
Cd, Cr, Ni, Pb, CN,Hg
Cr
Daily Max at 20
MGD
5.5 (u)
220 (V ')
Monitor
392 (t. )
38 l)
Monitor
18 (WQ.)
Monitor
M9n1tor '*
0.052 l WO)
Facility has passed its whole effluent toxicity tests reported (one bad test).
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).
Region should work with facility on correct description of sampling sites. Facility is calling
upstream site "Sugar Ck" when it is "Little Sugar Creek". Other downstream sites called Sugar
Creek and facility may mean Little Sugar Creek. One site description is on Sugar Creek at Steele
Road. The site should be Steele Creek at SC 270. (Is facility monitoring at proper location?)
Preferred sampling locations are listed in table below. If any sites are inaccessible, facility should
work with DEM in setting up alternative sites.
INSTREAM MONITORING REQUIREMENTS:
Upstream: Location:
Downstream: Location:
L. Sugar Ck just upstream of discharge
Sugar Ck just above conf. w/L. Sugar Ck
Steele Ck at SC 270
L. Sugar Ck at mouth
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 on L. Sugar Ck at Archdale Rd.
SPECIAL INSTRUCTIONS OR CONDITIONS
Assimilative capacity exhausted for some parameters.
WASTELOAD SENT TO EPA?(Major) (Y or1)�
(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.

03/18/91 ver3.1 TOXICS REVIEW
Facility: CMUD - Sugar Ck WWTP
NPDES Permit No.: NC0024937
Status (E, P, or M): M
Permitted Flow: 20.0 mgd
Actual Average Flow: 14.0 mgd
Subbasin: 030834
Receiving Stream: Little Sugar Ck I PRETREATMENT DATA I----EFLLUENT DATA---- I
Stream Classification: C I ACTUAL PERMITTED!
7Q10: 3.4 cfs I Ind. + Ind. + I FREQUENCY
IWC: 90.12 % I Domestic PERMITTED Domestic 1 OBSERVED" - of Chronic)
Stn'd / Bkg I Removal Domestic Act.Ind. Total Industrial Total 1 Eflluent 21 Criteria I
Pollutant AL Conc. 1 Eff. Load Load Load Load Load 1 Conc. ii Violations)
(ug/1) (ug/1) 1 t (#/d) (#/d) (#/d) (#/d) (#/d) 1 (ug/1) 1(#vio/#sam}I
I I e
Cadmium S 2.0 1 92% 0.88 0.41 1.29 0.76 1.636 1 30 2
Chromium S 50.0 0.0 1 76% 0.88 0.97 1.85 3.08 3.959 1 20.0010 1 I
Copper AL 7.0 0.0 1 82% 2.64 2.18 4.82 3.58 6.215 1 80.00 10 30133 1 N
Nickel S 86.0 1 32% 2.64 2.75 5.39 3.57 6.211 1 83.00 50 1 P
Lead S 25.0 1 81% 4.31 1.71 6.02 2.56 6.866 1 50 1 U
Zinc AL 50.0 0.0 1 77% 13.21 7.97 21.18 2.20 15.411 1 90.00 50 1/133 1 T
Cyanide S 5.0 1 59% 1.76 0.04 1.80 0.25 2.014 1 147.00 5 zg131 1
Mercury S 0.012 1 86% 0.03 0.00 0.03 0.00 0.030 1 1.00 0.2. 1131 I s 415 dekthc)tt.Ievel
n trI0.1k�i 1
Silver AL 0.06 1 94% 0.44 0.18 0.62 0.36 0.797 1 10.00 10 0 20 I E V:1 FtJ+¢d � �
Selenium S 5.00 1 80% 1 ( C
Arsenic S 50.00 1 40% 0.26 1 1 T
Phenols S NA 1 0% 1 I I
NH3-N C 1 0% 1 1 0
T.R.Chlor.AL 17.0 1 0% 1 1 N
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D MONITOR/LIMIT I--ADTN'L RECMMDTN'S--
1 Effluent Effluent Effluent Instream I Recomm'd
Conc. using using Conc. Based on Based on Based on I FREQUENCY INSTREAM
Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED 1 Eff. Mon. Monitor.
Pollutant I Load Criteria Influent Influent OBSERVED Influent Influent Effluent 1 based on Recomm'd ?
(#/d) (ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data 1 OBSERVED (YES/NO)
Cadmium S 1 3.38 2.219 0.885 1.120 0.00 Limit Limit 1 NCAC NO 1 A
Chromium S 1 28.16 55.484 3.810 8.133 18.02 Monitor Limit Limit 1 NCAC NO 1 N
Copper AL 1 5.26 7.768 7.426 9.575 72.09 Monitor Monitor Monitor 1 Weekly YES 1 A
Nickel S ( 17.49 97.652 31.373 36.151 74.80 Limit Limit Limit 1 NCAC YES 1 L
Lead S 1 17.78 27.742 9.788 11.166 0.00 Limit Limit 1 NCAC NO 1 Y
Zinc AL 1 29.38 55.484 41.701 30.340 81.10 Monitor Monitor Monitor I Weekly YES 1 S
Cyanide S 1 1.65 5.548 6.312 7.068 132.47 Limit Limit Limit 1 NCAC YES 1 I
Mercury S 1 0.01 0.013 0.036 0.036 0.90 Limit Limit Limit 1 NCAC YES 1 S
Silver AL ( 0.14 0.067 0.317 0.409 9.01 Monitor Monitor Monitor 1 Weekly YES
Selenium S 1 3.38 5.548 0.000 0.000 0.00 1 NCAC NO 1 R
Arsenic S 1 11.26 55.484 0.000 0.000 0.00 I I 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 18.865 0.00 Limit 1 1 L
I I IT
iS
44' l=oC;,'Ii�.' has been doing ell. moftdonn fur �, Cr Cu, A Pb Zn C611, 115, A5 'Vx/mcYifs� �lru.0 Jule tort. Qb)ve. are
cb�5evvld duv,rj {end. No twit, thd'cak. all ✓Cilue� les3 4fcart Cdechvtt.
'� (,tee leer deledh6a. )eve%.
hichof

10/89
Facility Name CPTh4D - ` LOWIP
Permit # NCd624.0,3'7
CHRONIC TOXICITY TESTING REQUIREMENT (QR'I'RLY)
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 quarter(v 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 Feb Auu�k Nov • . Effluent
sampling for this testingshall beperformed at the I4P� rMitted final effluent discharge below
P g Pe g
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 in.association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 3•4 cfs
Permited Flow Mal MGD Recommended by:
1WC% R7.O
Basin & Sub -basin Cry
Receiving Stream Wile,. &Tr (fug-.
County 171cr avia4rg
1`t C. ,StArvaLL
Date 31z,I51
**Chronic Toxicity (Ceriodaphnia) P/F atg? %, Feb, ly,At5,ttfi, See Part , Condition

10/89
Facility Name £ Th iD ` c3c.t5Gw C.K., & XP
iirechve. viz, exparzian. 54145
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
Permit # NC0t24A.37
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 40 °!o (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarterIv monitoring using this procedure to establish
compliance with the permit condition. The. first test will be erformed after thirty days from
issuance of this permit during the months of Pleb �� No ✓ • . Effluent
sampling for this testingshall beperformed at the NPPD11S fitted final effluent discharge below
P g Pe g
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 in -association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 3, 44 cfs
Permited Flow MGD Recommended by:
IWC% q0. t
Basin & Sub -basin C,r834
Receiving Stream Ldfle 5o Our CX C .62.64ai
County I c tien L) Date 3ta/$/
**Chronic Toxicity (Ceriodaphnia) P/F at ' %, Fr�j � r, Nov , See Part , Condition

State of North Carolina
Department of Environment, Health and, Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary Director
February 12, 1991
Mr. Joe Stowe
Charlotte - Mecklenburg Utility Department
5100 Brookshire Boulevard
Charlotte, North Carolina 28216
Dear Mr. Stowe:
George T. Everett, Ph.D.
Subject: NPDES Permit Adjudications
NC0024970 - McAlpine Creek
NC0024945 - Irwin Creek
NC0024937 - Sugar Creek
Mecklenburg County
In accordance with our discussions on February 8, 1991, this correspondence is to sum
up the current position of the Water Quality Section relative to the three NPDES Permits which
became effective July 1, 1990.
In light of the _permits'. expiration date of August 31, 1991, I believe the best approach is
to proceed with renewal and expansion of the subject permits at the same time. It is our intention to
resolve the adjudications during this process. Although the adjudicatory issues are numerous, I see
the following as productive measures to reduce all differences:
McAlpine Creek
1) DEM agrees to a schedule for metals (cadmium, chromium, nickel, lead, and cyanide)
with monitoring only from the date of issuance until December 31, 1991. Effective
January 1,1992, and lasting until the expiration of the permit, the effluent limitations
for the heavy metals will be applicable. Such metals will be limited as weekly average
and daily maximum as specified in the NPDES permit issued June 8, 1990.
2) DEM agrees to increased flow to 48.0 MGD upon upgrade to meet 4.0 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 May 1, 1994.
3) Toxicity limitations will remain as issued yet DEM agrees to modify at permittee's
request based upon modifications approved by the Director as per the Ad -Hoc
Committee recommendations.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Page 2
Mr. Joe Stowe
Charlotte - Mecklenburg Utility Department
Sugar Creek
1) DEM agrees to a schedule for metals (cadmium, chromium, nickel, lead, and cyanide)
with monitoring only from the date of issuance until December 31, 1991. Effective
January 1, 1992, and lasting until the expiration of the permit, the following effluent
limitations for the heavy metals will be applicable:
Weekly Avg Daily Max
Parameter (ug/1 (ug/1)
Cadmium 2.3 5.7
Nickel 101 404
Lead 29 39
Cyanide 5.7 19
Mercury 0.014 0.056
2) DEM agrees to increased flow to 19.67 MGD upon upgrade to meet 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.
3) Toxicity limitations will remain as issued yet DEM agrees to modify at permittee's
request based upon modifications approved by the Director as per the Ad -Hoc
Committee recommendations.
Irwin Creek
1) DEM agrees to a schedule for metals (cadmium, chromium, nickel, lead, and cyanide)
with monitoring only from the date of issuance until December 31, 1991. Effective
January 1, 1992, and lasting until the expiration of the permit, the following effluent
limitations for the heavy metals will be applicable:
Weekly Avg Daily Max
Parameter (ug/1 (ug/1)
Cadmium 2.4 6.1
Nickel 107 428
Lead 30 41
Cyanide 6.1 21
Chromium 61 224
2) DEM agrees to increased flows for McAlpine Creek and Sugar Creek upon upgrade of
the Irwin facility to meet 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.
3) Toxicity limitations will remain as issued yet DEM agrees to modify at permittee's
request based upon modifications approved by the Director as per the Ad -Hoc
Committee recommendations.
As stated earlier and as you are well aware, the three permits expire on August 31, 1991.
To comply with the requirement to submit each of the renewal requests 180 days prior to expiration

, Page 3
Mr. Joe Stowe
Charlotte - Mecklenburg Utility Department
we will need to have the requests for expansion and renewal no later than March 1, 1991. We
anticipate being able to draft the expansion and renewal permits no later than April 1, 1991 and
provide you a copy at this time. Hopefully, any comments you may have on the subject permits
may be resolved and the pending permit adjudication petitions withdrawn on or before April 15,
1991. We anticipate the Public Notice of the permits on or about April 15, 1991, and if no
significant adverse public comment is received, the permits should be issued approximately June 1,
1991.
Please review this information as soon as practical and contact me at [phone] at your
earliest convenience.
Sincerely,
Steve W. Tedder, Chief
Water Quality Section
cc: Mooresville Regional Office
Permits and Engineering Unit
Technical Support Branch

DIVISION OF ENVIRONMENTAL MANAGEMENT
February 11, 1991
MEMORANDUM
TO: Steve Tedder
THROUGH: Trevor Clement
FROM: Ruth Swanek S
SUBJECT: Charlotte's toxics limits for proposed expansions
The following toxics limits for the City of Charlotte's
proposed WWTP expansions are provided for your use in working with
the City:
McAlpine Creek WWTP (for proposed 48 MGD)
Cadmium (ug/1) :
Chromium (ug/1) :
Nickel (ug/1) :
Lead (ug/1) :
Cyanide (ug/1) :
T.R. Chlorine (ug/ l) :
IWC: 98%
Weekly Avg.
2.0
51
90
25
5.1
Daily Max.
5.1
204
360
35
16
17
In addition, effluent monitoring for copper, zinc, and silver
should be performed weekly, and the spreadsheet (Attachment 1)
indicates that each metal should be monitored instream.
Sugar Creek WWTP (for proposed 19.67 MGD WWTP)
Cadmium (ug/1) :
Nickel (ug/1) :
Lead (ug/1) :
Cyanide (ug/ 1) :
Mercury (ug/ 1) :
T.R. Chlorine (ug/ 1) :
IWC: 90%
Weekly Avg,
2.2
98
28
5.6
0.013
Daily Max.
5.6
392
38
18
619
In addition, weekly effluent monitoring should be performed
for chromium, copper, zinc, and silver (Attachment 2) . The
observed data indicated that an effluent limit could have been
assigned for chromium, but the data used in this analysis were sub-
mitted by Charlotte although not required in the NPDES permit.
Therefore, no limit was assigned. The spreadsheet also indicated

•
that the City should monitor for cadmium, copper, lead, and zinc
instream (recommended in last WLA as well) .
Irwin Creek WWTP (existing 15 MGD WWTP)
The chlorine limit for the Irwin Creek WWTP was calculated as
20 ug/1 (IWC = 83%) .
If you have any questions or comments, please do not hesitate
to contact me.
Attachments
cc: Rex Gleason
Dale Overcash

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