NC0029980_Wasteload Allocation_19930719

NPDES DOCIMENT SCANNIN`: COVER SHEET
NPDES Permit:
NC0029980
Miller Coors plant WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
July 19, 1993
This document is printed on reuse paper - ignore any
content on the reYerse side

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North Carolina
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Virginia
[EM] Eden - Mebane
Upstream: NCSR 1964
Downstream: Hwy 700
Parameters: Temperature. DO, conductivity [Daily]
Duke Power
Dot
Upstream: Intake
Downstream: NCSR1761
Parameters: Temp
NC0025071
N C0003468
CO2
100' above
1,000' below
As, Se, Sulfate
003
nr
nr
nr
[MB] Miller Brewing NC0029980
oat
Upstream: 100' above
Downstream: 300' below
Parameters: BON, Temp,
DO, (Daily)
CO2
upstream
downstream
turbidity (Wkly)
[FC] Fieldcrest Cannon NC0001643
Upstream: 100' above
Downstream: Hwy 700
Parameters: Temp, DO, conductivity, (weekly),
and BODs, (2 / month)
[ED] Eden - Dry Creek NC0025151
Upstream: nr
Downstream: NCSR 1761
Parameters: Temp, DO, (weekly) and
Fecal coliform (2 / month)

Dan River Instream Monitoring Requirements
03-02-03 Rockingham County
19 July, 1993
Eden - Mebane Bridge WWTP NC0025071
Duke Power: 001, 002, and 003 NC0003468
Miller Brewing NC0029980
Fieldcrest Cannon NC0001643
Eden - Dry Creek WWTP NC0025151
Eden - Mebane Bridge WWTP WLA and Central Files NC0025071
The City of Eden, Mebane Bridge Waste Water Treatment Plant, (NC0025071) had
extensive file notes. The Fact Sheet (1992) has hand-written language following the instream
monitoring requirements stating: "Facility should coordinate monitoring efforts at the NC 700
Bridge with Fieldcrest Cannon - so as not to duplicate data". This comment is not on the finalized
WLA. Previous downstream site for Eden - Mebane, was NC14, it was moved to NC 700
following correspondence between the City of Eden WWTP, Winston-Salem Regional Office, and
the Technical Support Branch., (February, 1991). The memos between Betsy Johnson and Mike
Mickey had the following poin ts; Betsy felt that the monitoring locations should remain as is. A
response memo from Mike indicated that the required monitoring frequencies for Eden and
Fieldcrest are different, (i.e. Fieldcrest has 1 / week sampling while Eden has 3 / week). The last
paragraph of Mike Mickey's February 15, 1991 memo states: "I would assume that the City of
Eden and Fieldcrest could coordinate so that stream samples are not collected on the same day".
Outfall 001, (13.5 mgd): upstream at NCSR 1964, Downstream at NCSR 700 with
parameters of Temperature, dissolved oxygen, and conductivity, (Daily).
Other locations, for color are A: Smith River above Eden Water Supply Intake, B:
downstream at NC Hwy 87, C: downstream at NCSR 1761, (for July through October only, one
sample per week shall be on a transect at 1/4, 1/2, and 3/4 of the distance across the river).
Parameters for this transect include color and pH.
Duke Power: 001. 002. and 003 WLA and Central Files NC0003468
Outfall 001 cooling water (flow 126-158 mgd): upstream at intake and downstream at
NCSR 1761. Parameter is Temperature, (Daily). Mercury problems 1989. Lab analysis thought
to be okay. No record of follow-up. Central files has correspondence of high metals content,
(esp. iron) in intake water.
Outfall 002 ash basin (flow 0.5-1.2 mgd): at least 100' above discharge point for
upstream and at least 1,000' below discharge point for downstream. Parameters, (per letter dated
June 16,1993) total arsenic, total selenium, and sulfate, (Quarterly). Many sampling parameter
requirements requested per Region(1989); Arsenic, sulfate, and sulfide monitoring, pH at discrete
point before mixing w/ river, and "[o]il is used to start-up the generating units. The permit should
specify if this use of oil at start-up constitutes "oil -firing" for the purpose of vanadium monitoring
[sic] of Outfall 002".
Outfall 003 (settling basin overflow): No instream monitoring required in Permit. WLA file
recommended at least 100' above discharge point for upstream and at least 1,000' below
discharge point for downstream. Parameters include: mercury, selenium, copper, iron, lead, zinc.
No limits, not mentioned in Staff Report.
** Facility's instream monitoring locations not included in accompanying map due difference in
constitiuents and dissolved oxygen effects..

Miller Brewing WLA and Central_Files NC0029980
There are no effluent guidelines currently in effect for Breweries. The current limits for
this facility are based on their previous limits, (of which no information exists as to how these
were developed). The facility is well within its permitted limits.
Outfall 001 (5.2 mgd) is from WWTP with instream monitoring of at least 100' above and
at least 300' below point of discharge. Parameters: BOD5, dissolved oxygen, and temperature.
Samples shall be grab, three times per week in the months of June, July, August, and September
and one time per week in the remaining months.
Outfall 002 is a stormwater discharge with instream requirements of upstream and
downstream, (no locations specified) and monitoring of turbidity.
Fieldcrest Cannon WLA and Central Files
NC0001643
A memorandum was written from Juan Mangles addressing the instream sampling sites
in 1989. In -it the recommended sites are still requested to be maintained, but due to their
inaccessibility, alternate sites are proposed; upstream site at Hwy 14 and the downstream at Hwy
700. The parameters recommended are color, conductivity, dissolved oxygen, temperature, and
BOD5, with weekly sampling to be taken in the summer (Apr -Oct) and monthly sampling in the
winter (Nov -Mar). Fieldcrest suggested instream sites at the Smith River (prior to the confluence
with the Dan) and at Hwy 87. The memo addressed this location as a site which would provide
useful information in general, but should not be placed in the permit, (it would not be
representative of the Dan River upstream conditions). No mention, in this memo of coordination
of data between Fieldcrest and Eden - Mebane.
Outfall 001 instream monitoring Permit requirements are upstream monitoring at 100'
above discharge point, and downstream monitoring at Hwy 700. The parameters include;
Temperature, dissolved oxygen, conductivity, (weekly) and BOD5, (2 / month).
Eden - Dry Creek WWTP WLA and Central Files NC0025151
Outfall 001 (0.5 mgd / 1.0 mgd) has instream monitoring of only downstream at NCSR
1761 with parameters of temperature, dissolved oxygen , fecal coliform, (this does not change
with the expansion limits). Samples shall be weekly, except fecal coliform which is twice per
month. Facility will be included in the Color monitoring program once it is approved.
cc: WLA File
Coleen Sullins
Juan Mangles

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NPDES WAS 1'E LOAD ALLOCATION
PERMIT NO.: NC0029980
PERNIITTEE NAME:
FACILITY NAME:
Facility Status:
Permit Status:
Major
Miller Brewing Company
Miller Brewing Company
Existing
Renewal with Modification
Pipe No.: 001
Minor
Design Capacity: 5.20 MGD
Domestic (% of Flow): 0 %
Industrial (% of Flow): 100 %
Comments:
RECEIVING STREAM: the Dan River
Class: C
Sub -Basin:
03-02-03
Reference USGS Quad: B 20 NW
County: Rockingham
Regional Office: Winston-Salem Regional Office
Previous Exp. Date:
(please attach)
8/31/91 Treatment Plant Class: IV
Classification changes within three miles:
Requested by:
Prepared by:
Charles Lowe
Reviewed by:
Date: 6/22/92
Date: (o//i
Date: / 0/ °/`J z--
Modeler
Date Rec.
#
DrainageArea(mil ) 70
Avg. Streamflow (cfs): i c-((` c
7Q10 (cfs) Winter 7Q10 (cfs) 79 30Q2 (cfs) 7o -
Toxicity Limits: IWC 2 -S io Acute/ hronic1 P(F
Instream Monitoring:
Parameters Temp: , D. O. f 601)5
Upstream
Downstream
yy�
Location
Location
Ar LPCZ (OQ'
P-i LE-A,-1 3OG i�cWA75((t rtll
Effluent
Characteristics
_PA ^ Ar71.rzy
iqv
[?'� 11 q.�
BOD .';; ;)
204 2--
S (07
< ,
NH3 -N (mg/1)
m cry-.
A<a^-) .
D.O. (mg/1)
TSS'. )
2'8
86)
7a 76,
(,63)
F. Col. (/100 ml)
pH (SU)
V/44
&
Cit.
,�,u
A/teAJ
EFGL4 E�
Comments: tout-17 M.,V, tot (}NN4*LL. Q,V ChDivitilm) CP1a-v 14.6( Cc PER
11!;L ,i. , LF%D vc. , ._.yq,,111.) (U. i9il2y SfL.Ve-
fy_

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 ALLOCATION
Miller Brewing Co.
NC0029980 - col
Industrial - 100%
Existing
Renewal
Dan River
C
030203
Rockingham
WSRO
C. Lowe
6/22/ 92
B2ONW
RECEIVED
N.C. Dept of E I INR
AUG 25 1992
Request # 6995 Winston-Salem,
Regional Office
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
1WC (%):
1701
313
579
1960
704
2.51
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Miller Brewing proposes to add stem water runoff from an on -site coal pile to their existing 5.2
MGD WWTP. The permit is also up for renewal at this time. No effluent guidelines currently
exist for breweries. TSB recommends the existing limits. Miller is well under their existing limits
(BOD5 average for the past year was 13 mg/1, NH3-N average for the past year was 1.4 mg/1).
Metals were detected in elevated levels from an analysis of the storm water runoff. However, due
to the small amount contributed to the headworks of the treatment plant and the removal efficiency
of the plant, TSB does not believe the storm water will be a problem. TSB does recommend
annual monitoring for metals to ensure that no problem exists.
Toxicity testing will be recommended on this renewal since Miller Brewing is a major industry.
Limitations may change upon basin -wide renewal process.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by:
Reviewed by
Instream Assessment:
Date: `v71-A Z
rh✓t l-o-Yl Date:
4
Date: y-i/-q�
Permits & Engineering:
✓ Date: 7//
2 1 c17—
S EP 1 6 1992
RETURN TO TECHNICAL SERVICES BY:
Regional Supervisor

T
2
TOXICS/METALS/CONVENTIONAL PARAMETERS
Type of Toxicity Test
Existing Limit
Recommended Limit: Chronic Quarterly P/F at 2.5 %
Monitoring Schedule: Aug, Nov, Feb, May
1 �a !i- f.e, = 6.. -yyt4/ — r Monthly Avg Daily Max
"BODS (#/day): �� , •JJ 2042 5107
TSS (May): 2042
7076
pH (SU): 6-9
NH3 N (mg/1): monitor weekly
Cadmium (NM:
Chromium (µg/1):
Copper (µg/lp
Nickel (µg/1):
Lead (18/1):
Zinc (µg/1):
Cyanide (Ng/1):
Phenols (µg/1):
Mercury 4W1):
Silver (µg/1):
Chlorine (µg/1):
Recommended Limits
b()06 it -ANA) :5 . „,2
BOD5 (#/day):
TSS (#/day):
pH (SU):
NH3-N (mg/I):
Cadmium (4/1):
Chromium (Ng/l):
CoPPer 0181):
Nickel (µg/1):
Lead (µg/1):
Zinc (4/1):
Cyanide 4S/1):
mercury (LI1):
Silver (µg/1):
Chlorine (µg/1):
monitor (daily -grab)
Monthly Average Daily Max
2042 5107
2845 7076
6-9
monitor weekly
monitor annually
monitor annually
monitor annually
monitor annually
monitor annually
monitor annually
monitor annually
monitor annually
monitor annually
monitor daily- grab
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Other (onsite toxicity study, interaction, etc.)
SOP
WQ or EL
Parameter4) Affected
metals (storm water)
toxicity testing
Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate
receiving water will be consumed. This may affect future water quality based effluent limitations for additional
dischargers within this portion of the watershed.
OR
X No parameters are water quality limited, but this discharge may affect future allocations.

INSTREAM MONITORING REQUIREMENTS
Upstream Location: at least 100 feet upstream
Downstream Location: at least 300 ft downstream
Parameters: temp, DO, BOD5
** instream monitoring is recommended due to the numb
along the Dan River and the potential for WQ problems
Special instream monitoring locations or monitoring frequencies:
Monthly during the winter (Nov - Mar), Weekly during the summer (Apr - Oct)
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility dempnstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes i/ No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
vt .OIL.-„ , 1 \lti:a
LID13 11i( l
Special Instructions or Conditions
Wasteload sent to EPA? (Major) . ' (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? y (Y or N) If yes, explain with attachments.

Facility Name /t I t. t-E2 Exon Cp.
Permit # NC 0o2/I eO pipe # 00
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.)PThe
Carolina Ceriodaphnia chronic effluent bioassay
Revised September 1989) or subsequent versionprocedure (North Carolina Chronic Bioassay
This e effluent concentration al which there may be no observable inhibition of reproduction or significant
%
(defined as treatment two in the North Carolina procedure document). Thepermit holder� ant l perform
er form
shall
quartery monitoring using this procedure to establish compliance with thecondition.°�
performed after thiny days from the effective date of this permit during the months The first test will be
of
Aua, .Nov, Fee,/ MAY . Effluent sampling for this testing shall be performed permitted final effluent discharge below all treatment processes. P at the NPDES
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
Additionally, DEM Form AT-1 (original) is to be sent to following using address:
parameter code TGp3B.
g address.
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all chemical/physical
association with the toxicity tests, as well'as all dose%re" po se�danta, Total dal chlorine���nts performed in
sample must be measured and reported of the effluent toxicity
if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified list then monthlymonitoringwill
begin immediatelyuntil such time that a single test is passed. Upon passing, this monthl test requirement will
revert to quarterly in the months specified above. y
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 maybe re -opened
modified to include alternate monitoring requirements or limits. and
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control or ani
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate sm
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 31. cfs
Pen pitted Flow 5.2. MGD
IWC 2.51 %
Basin & Sub -basin 0302o 3
Receiving Stream -DAN I4iJ&2
County RocKrnm picim Date S u ?,
Recommended by:
70(40.9,a
QCL P/F Version 9/91

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Astiox-
MILLER BREWING COMPANY
January 2, 1991
North Carolina Department of
Environment, Health and
Natural Resources
Permits and Engineering Unit
Division of Environmental Management
Attention: Mr. M. Dale Overcash
P.O. Box 27687
Raleigh, N.C. 27611-7687
Dear Mr. Overcash:
Miller Brewing Company will be initiating a project for the
collection and treatment of stormwater runoff from a concrete pad
coal storage area. This stormwater will be collected from the
concrete pad and pumped at a metered rate to the influent line of
the brewery wastewater treatment plant. Monitoring will be
accomplished by the existing sampling equipment at the wastewater
treatment plant.
As specified by Mr. Jeff Fritts' letter of November 29, 1990,
please find enclosed a completed Short Form C Application, an
analysis of the stormwater runoff to be collected, applicable fee,
specifications, plans and attached information.
Miller Brewing Company requests a permit modification to permit
NC0029980 allowing for the collection and treatment of this
stormwater runoff.
If there are any concerns, please contact Marc Stokes or myself
at [phone].
Sincerely,
I'v1^
es M. Daly,
ant Manager
,tar PC
JA N 1 R 1991
PERMITS 6 ENGINEERING
863 EAST MEADOW ROAD, P. O. BOX 3327, EDEN, NORTH CAROLINA 27288 - [phone]

�1 N
L
January 2, 1991
Miller Brewing Company
Permit ".edification
Attachment 1
This permit modification is being initiated to allow for the
collection, pumping and treatment of stormwater runoff from the
coal storage concrete pad area. Stormwater runoff will pass
through the existing lime neutralization bed and be collected in a
lined basin. After containment, this water will be pumped through
a four (4) inch force main to the influent line of the brewery
wastewater treatment plant.
The two (2) pumps utilized will be 1 and 1/2 H.P. each with a
discharge of approximately 60 gpm. Three stage float
controllers will dictate the cycling and sequencing of these
pumps.
In the event of a pump malfunction at pump cycle initiation a
flashing beacon in a common work area will serve as an alarm to
this malfunction.
Please consult attachment 2 for an analysis of the stormwater to
be collected. Included also are three (3) copies of
specifications and engineering drawings for this project. Any
questions concerning this project should be directed to Marc
Stokes, Environmental Coordinator.

Attachment 2
RESEARCH ANALyTICA1
LABORATORIES, INC.
Analytical/Process Consultations
Miller ire Cam. any
P.O. Bcx 3327
Eden, NC 27288
Attn: Cecil Link
Job Number: 03092
Date
Date
Date
Date
Ka:•.
Sample Collected:
Sample Received:
Sample Analyzed:
of Report:
Sample Source:
Analyses performed by: MM
Lab Sample Number
65261
9/26/89 —7
09/26/89
10/15/89
10/19/89
CPR 01
Parameter
Arsenic
Barium
Cadmium
Chromium
Lead
Mercury
Selenium
Silver
Iron, Total
Units
mg/1
mg/1
mg/1
mg/1
mg/1
mg/1
mg/1
mg/1
mg/1
Results
�0.36 36.E7'
0.071
�..� ,,,. ,
0.043 43
0.25
7,50 •
0.15 'su,.
<0.0002
0.027
0.020
510
The following metals were analyzed according to EP Toxicity procedures
Arsenic, Barium, Cadmium, Chromium, Lead, Mercury, Selenium, Silver
P. 0. Box 473 • 106 Short Street • Kernersville, North Carolina 27284 • 919/996-2841

.TEC LAICAL SPECIFICATIONS
COAL LEACHATE CONTAINMENT FACILITIES
MILLER BREWING COMPANY
EDEN, N.C.
SUMMER, 1990
Prepared By:
William E. Mitchell Associates
2105 Enterprise Road
Suite 210
Greensboro, N.C. 27408
919-379-0515

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MILLER BREWING COMPANY
- EDEN BREWERY
COAL LEACHATE CONTAINMENT FACILITIES
SECTION 1-- SITE WORK
1.1 GENERAL
Work to be performed under this section shall consist of site
grading and preparation of the subgrade of the coal leachate
containment basin; extension of the existing outlet pipe from the
existing sand filter bed; construction of the concrete sump structure
and valve pit; and installation of the 4" PVC force main. All work
shall be done in accordance with the Plans and Specifications and in
accordance with applicable portions of the Miller Brewing Company
Master Specifications. -
1.2 SITE GRADING
Site grading shall be done in accordance with Miller Brewing
Company Master Specifications, Division 2 - Site Work, Sections 2C, 2D
and 2E and in accordance with recommendations of -the liner material
supplier. The coal leachate containment basin subgrade shall be
undercut one foot and backfilled with clay. Backfill shall be placed
in 6 inch lifts and compacted to - 95% of maximum dry density.. Finished
subgrade elevations shall be within +/-.0.1'•of finished_ grades shown
on the drawings.
1.3 CULVERTS
The existing corrugated metal outlet pipe discharging from the
existing sand filter bed shall be extended approximately 10 feet into
the coal leachate containment basin. The extension shall be done in
accordance with Miller Brewing Company Master Specifications, Division
2 - Site Work, Section 2M.
1.4 CONCRETE STRUCTURES
The concrete sump structure and valve pit shall be constructed as
shown on the Drawings and in accordance with Miller Brewing Company
Master Specifications, Division 3 - Concrete, Section 3A. All exposed
concrete surfaces shall have a smooth float finish.
1.5 4" PVC FORCE MAIN
The 4" PVC force main shall be installed as shown on the Drawings
and in accordance with Miller Brewing Company Master Specifications,
Division 2 - Site Work, Section 2W. Pipe shall be 160 PSI, SDR 26 as
called for in the Master Specifications.
The Contractor's attention is brought to the fact that there are
existing underground utilities, electrical line and CATV lines in close
proximity to the force main. It is the Contractor's responsibility to

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locate all existing utilities, electrical lines and CATV lines prior to
beginning trenching work for force main installation. The Contractor
is responsible for any and all repairs to damaged utilities or
underground lines that are a result of his.operations. Any damages are
to be reported immediately to Miller Brewing Company. Repairs are to •
be made promptly and to the satisfaction of Miller Brewing Company.
SECTION.2 - FLEXIBLE LINER MEMBRANE INSTALLATION
2.1 GENERAL
Work to be performed under this section shall consist of
installation of a flexible liner membrane to cover the coal leachate
containment basin, concrete sump structure and extending across the
existing dike of the sand filter bed.
2.2 MATERIALS
The flexible liner membrane shall be ULTRA -TECH or GUNDLE, 30 mil
thickness, "or approved equal.
2.3 INSTALLATION
The flexible liner membrane shall be installed by the material
supplier. Subgrade preparation shall be done by the grading contractor
in accordance with Miller Brewing Company Master Specifications and the
recommendation of the material supplier.
SECTION 3 - PUMPINGFACILITIES-
3..1 GENERAL
Work to be performed under this section shall consist of
furnishing and installing complete and ready for servicing a duplex
pumping system in accordance with the Plans and Specifications.
3.2 PUMPS
The.pumps shall be VANTON SUMP-GARD pumps, model SG300B with 5.2
inch impeller. Pump motors shall be 1 1/2 M.P., 1750 RPM, 230 volt,
three phase.
3.3 SUMP LEVEL CONTROLS
Sump level controls shall be of the mercury tube switch type
sealed in solid polyurethane float balls and shall be supplied by the
pump supplier. Switches shall be used to activate the lead pump on and
off, to alternate pumps, to activate both pumps and to activate the
high water alarm.
3.4 CONTROLS AND CONTROL PANEL
The pumps shall be installed with complete electrical controls to
include, H.O.A. switches, •notor starters, disconnect switches,

automatic level controls- for duplex operation with high water alarm,
low water cut off, lead pump start, lag pump start and pump alternator.
All controls shall be mounted in a watertight panel suitable for
outside operations.
In addition the control panel shall be equipped with one external
convenience electrical outlet and a 150 watt flood light with external
switch.
- The control panel shall be installed a minimum horizontal distance
of 3 feet from the sump structure and mounted on 6 foot high metal
support posts.
3.5 FLASHING ALARM LIGHT
A red flashing high water alarm light shall be provided by the
pump and control supplier and shall be suitable for outside operation.
The alarm light shall be mounted on the exterior of the Coal Transfer
House at a location to be designated by the Owner.
3.6 GUARANTEE
The pump manufacturer shall guarantee for one year that all
equipment supplied will be free of defects in design, material or
workmanship. In the event that a component fails to perform as
specified or is proven defective during the guarantee period, a
replacement component shall be provided without cost to the Owner. The
pump manufacturer shall provide the Owner with three sets of operation
and maintenance manuals with parts lists for all major components.
SECTION 4 - ELECTRICAL
4.1 GENERAL
Work to be performed under this section shall consist of
modification of the existing electrical components in the Coal Transfer
House installation of the underground feeder line from the Coal
Transfer House to the pump control panel and installation of the high
water alarm circuit from the control panel to the flashing high water
alarm light at the Coal Transfer House.
4.2 MATERIALS
Materials shall be as shown on the Drawing.
4.3 INSTALLATION -
Installation shall be as shown on the Drawings and in accordance
with requirements of the National Electrical Code, 1990 or latest
edition, and the North Carolina State Building Code.

NY0102318: F&M Schaefer Brewery Corporation of Buffalo, NY, manufactures beer, malt
and by-products (SIC 2082), and is in the Miscellaneous Food and Beverage Processing
Category (40 CFR 438). Process and sanitary wastes are discharged to the municipal
sewerage system. About 0.4 mgd of non -contact cooling water is discharged to the
Black Rock Canal via Outfall 001, generally only during the months of May through
August. Groundwater contaminated with ammonia and sulfides is used for cooling water.
The cooling water previously was not treated before discharge. Sulfides and ammonia
are the pollutants of concern in the groundwater. BAT limits for ammonia and sulfides
are based on achieving state water Quality standards after dilution of 2.0 my/1 at pH
8.0 for ammonia and a wader quality limit of 1.0 mg/1 for sulfides. Interim limits
are in effect from August 1, 1982 (EDP) until August 1, 1983, at which time the one-
year schedule of compliance calls for completion of unspecified construction and
attainment of final limits, if the permittee is unable to meet the final limits at
EDP. The final limits change sulfide limitations from 10/-- mg/1 to 2.0/4.0 mg/1; a l l
other parameters remain unchanged.
Effective Date: August 1, 1982 Final Permit
Expiration Date: August 1, 1987 Abstract Date: May 9, 1983
EFFLUENT LIMITS (Final)
NY0102318: F&M Schaefer Brewery Corp.
Flow . 001 : monitor only :l/wk instant
BOD-5 : 15/30 mg/1 :1/mo 6 hr cane
TSS : 30/50 ° n n
Ammonia : : 3.5f - " : Tr lI
Sulfides : 2.0/4.0 " „
Chlorine Residual : --/0.5 grab
Temperature: --/90 °F
pH : 6.0 - 9.0
Pollutants
Outfall Avg./Max. Limits* and Units Monitoring
*Daily Averaage/Daily Maximum