NC0005274_Permit (Issuance)_20121217

NPDES DOCUMENT SCANNING COVER SWEET
NPDES Permit:
NC0005274
Document Type: ,�
Permit Issuance
-
T
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Permit
History
Document Date:
December 17, 2012
This document is printed on reuse paper - ignore arty -
content on the reszerse side

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director • Secretary
December 17, 2012
Mr. Tony Chiarella, Director of Operations
Kings Mountain Venture #1, LLC
17 A Marlen Drive
Hamilton, NJ 08691
Subject: Issuance of NPDES Permit NC0005274
Kings Mountain Venture #1
Gaston County
Dear Mr. Chiarella:
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between North Carolina and the U.S. Environmental Protection
Agency dated October 15, 2007 (or as subsequently amended).
The following changes have been incorporated into this permit renewal:
• This permit will expire on December 31, 2013 - one year after the permit becomes effective.
Kings Mountain Venture is expected to remove, seal and /or eliminate Outfall 001 after
wastewaters from tanks AT 1, PC 2, ET 3, and SC 4 are transferred to the 400,000 gallon
storage tank and discharge is completed.
• Sections A.(1.) OCPSF Subpart I monitoring and A.(4.) Nutrient Special Condition (BMP
Evaluation) were removed from the permit since textile dye operations at the facility have
been terminated.
• All the sample types have been changed to grab samples. Effluent samples shall be
representative and taken after aeration or completion of treatment. It is recommended that
samples be taken from the middle level of the center column of the storage tank.
• Special condition, A. (3) Color Permitting Requirements, has been modified to clarify that
effluent and stream samples be taken during discharge periods.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterqualitv.orq
An Equal Opportunity 1 Affirmative Action Employer
None Carolina
aturu!ly

Page 2 of 3
• Effluent monitoring for Total Phenolics, PAHs, Sulfates, Chlorides, Total Phosphorus, Total
Nitrogen, and Color have been increased to daily or whenever a discharge occurs.
• Upstream and downstream monitoring have been reduced to 1/week during discharge
periods.
• The Supplement to Permit Cover Sheet has been modified to identify the transfer of
wastewaters to the 400,000 gallon storage tank for treatment and discharge to South Fork
Catawba River. It also states that the pumping of wastewaters from the four tanks to the
400,000 gallon storage tank shall cease at 1-2 feet above the sludge level.
• In Section A.(1.) the permitted flow has been reduced to 0.20 MGD and the flow
measurement changed to instantaneous. Since the effluent will be pumped to Outfall 001 the
pumping rate along with documentation on the duration of time wastewaters are pumped can
be used to determine the daily flow volume reported on the Discharge Monitoring Reports
(DMRs). Note that the Permittee may use a recording device if preferred.
• Wastewaters shall not be discharged until 24 hour aute toxicity tests using (1)Ceriodaphnia
dubia and (2) Fathead Minnow (Pimephales promelas) are performed on each treated batch
of wastewater and no significant acute mortality at 90% is shown. See Section A. (2.)
ACUTE TOXICITY MONITORING (Episodic) in the permit.
The Permittee is required to notify the DWQ/Surface Water Protection Section at the
Mooresville Regional Office 48 hours prior to discharge to allow for their inspection or
observation of the wastewater discharge. Suggested contacts are Wes Bell or Michael
Parker at 704-663-1699. Acute toxicity test results shall be made available to the Regional
personnel upon request and submitted with monthly Discharge Monitoring Reports.
All sludge and wastewaters associated with the sludge will be disposed of in accordance with
state and federal regulations. Wastewaters as part of sludge dewatering will not be discharged
via Outfall 001.
Please note that the receiving stream is listed as an impaired waterbody on the North Carolina
303(d) Impaired Waters List. Addressing impaired waters is a high priority with the Division,
and instream data will continue to be evaluated. If there is noncompliance with permitted
effluent limits and stream impairment can be attributed to your facility, then mitigative
measures may be required.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within
thirty (30) days following receipt of this letter. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-
6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect
the legal requirements to obtain other permits which may be required by the Division of Water
Quality or permits required by the Division of Land Resources, the Coastal Area Management
Act or any other Federal or Local governmental permit that may be required.

Page 3 of 3
If you have any questions concerning this permit, please contact Julie Grzyb by email
([e-mail]) or phone at [phone].
Sincerely,
6$1(
arles Wakild P.E.
Enclosure: NPDES Permit NC0005274
cc: NPDES Unit
Central Files
Mooresville Regional Office / Surface Water Protection Section
e-copy:
Aquatic Toxicology Unit
Stephen Timm, Safety/Environmental Director, [e-mail]
EPA Region 4

Permit NC0005274
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended, the
Kings Mountain Venture #1, LLC
is hereby authorized to discharge wastewater from a facility located at the
Kings Mountain Venture #1, LLC
1602 Main Street
Gaston County
to receiving waters designated as South Fork Catawba River in the Catawba River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV hereof.
This permit shall become effective January 1, 2013.
This permit and authorization to discharge shall expire at midnight on December 31, 2013.
Signed this day December 17, 2012.
for T arles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0005274
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this faciliO, whether for operation or discharge are hereby revoked. As of this
permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive
authority to operate and discharge from this faciliy arises under the permit conditions, requirements, terms, and
provisions included herein.
Kings Mountain Venture #1, LLC
is hereby authorized to:
1. Transfer remaining wastewaters in tanks AT-1, PC-2, ET-3, and SC-4 to a 400,000 storage tank for
treatment (aeration). Pumping of wastewaters from the tanks to the 400,000 gallon storage tank shall
cease at approximately 1-2 feet above the sludge level in each of the four tanks located at the Kings
Mountain Venture facility (1602 Main Street, Lowell, Gaston County).
2. Discharge from said treatment works (via Outfall 001) into South Fork Catawba River, classified
WS-V waters in the Catawba River Basin, at the location specified on the attached map.

County: Gaston
Quad# F14SE
Stream Class: WS-V
Subbasin/ 8-Digit HUC: 30836 / 03050102
Receiving Stream: South Fork Catawba River
Latitiude:
35°17' 13"
Longitude:
81°06'13"

Permit NC0005274
A'(1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (001)
Beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge
treated wastewater from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified
below:
EFFLUENT.
CHARACTERISTICS
4t
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly
} . , Average,..'
.. Daily Maximum
, .
Measurement
.Frequency,
Sample .
,Type ",=
.= Sample Location' `'
,_ f
Flow
0.20 MGD
Instantaneous2
Estimate
Effluent
BOD, 5-day, 20°C
123 pounds/day
329 pounds/day
Daily
Grab
Effluent
Total Suspended Solids
156 pounds/day
501 pounds/day
Daily
Grab
Effluent
Total Phenolics
1.67 pounds/day
Daily
Grab
Effluent
PAHs3
0.012 pounds/day
3.6 Hg/I
Daily
Grab
Effluent
Sulfates
Daily
Grab
Effluent
Chlorides
•
Daily
Grab
Effluent
Acute Toxicity4
See footnote (4)
Grab
Effluent
Total Phosphorus
7.6 pounds/day
Daily
Grab
Effluent
Total Nitrogen
(NO2+NO3+TKN)
144 poundslday
Daily
Grab
Effluent
Dissolved Oxygen
•
Daily
Grab
Effluent
Temperatures
Daily
Grab
Effluent
PH6
Daily
Grab
Effluent
Color?
Daily
Grab
Effluent
Color (April -October)?
Monthly
Grab
Upstream & Downstream
Temperatures
1/Week8
Grab
Upstream & Downstream
Dissolved Oxygen$
1/Week8
Grab
Upstream & Downstream
Conductivity$
1/Week8
Grab
Upstream & Downstream
Notes:
1. Upstream = approximately 2.2 miles upstream at the Stanley/Spencer Mountain Road bridge. Downstream =
approximately 2.6 miles downstream at the riverbank near the Lowell WWTP.
2. The duration of discharge must be recorded in order to calculate the total discharge quantity per day.
3. PAHs applies to total PAHs present and includes: benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene,
benzo(k)fluoranthene, chrysene, dibenz(a,h)anthracene, indeno(1,2,3-cd)pyrene.
4. Toxicity tests, 24 hour acute pass/fail at 90% effluent using 1)Ceriodaphnia dubia and 2)Fathead Minnow (Pimephales
promelar) (see Special Condition A (2.)).
5. The temperature of the effluent shall not cause an increase in the receiving stream of more than 2.8°C, and in no
case cause the receiving stream temperature to exceed 32°C.
6. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
7. Refer to Color Permitting Requirements (see Special Condition A (3.)).
8. Instream sampling shall be 1/Week during a discharge period.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0005274
A. (2.) ACUTE TOXICITY MONITORING (Episodic)
The permittee shall conduct acute toxicity tests on each batch of treated wastewater transferred from tanks AT-1, PC-2,
ET-3, and SC-4 to the 400,000 gallon storage tank, after treatment but prior to discharge. Toxicity tests shall be
performed using protocols defined in the North Carolina Procedure Document entitled "Pass/Fail Methodology For
Determining Acute Toxicity In A Single Effluent Concentration" (Revised December 2010 or subsequent versions).
Two twenty-four hour acute pass/fail monitoring tests shall be performed on each batch prior to discharge using (1)
Ceriodaphnia dubia and (2) Fathead Minnow (Pimephales promelas). For example, if the 400,000 gallon storage tank is filled
7 times, then 14 tests (7 using Ceriodaphnia dubia and 7 using Fathead Minnow) would be required. The effluent
concentration at which there may be at no time significant acute mortality is 90% (defined as treatment two in the
procedure document). Effluent samples for self -monitoring purposes should be obtained from the middle level of the
center column of the 400,000 gallon storage tank after treatment is completed. Wastewaters shall not be discharged
until both the Ceriodaphnia dubia and Fathead Minnow (Pimephales promelas) toxicity tests, performed on each treated
batch of wastewater, demonstrate no significant acute mortality at 90%.
The parameter code for Pimephalespromelas is TGE6C. The parameter code for Ceriodaphnia dubia is TGP3B. All
toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Form (MR-1)
for the month and day in which it was performed, using the appropriate parameter code. Additionally, DWQ Form
AT-2 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, N.C. 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days
after the end of the reporting period for which the report is made.
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 there be no discharge of flow from the facility during any month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility
name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the
comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited
above.
Should any test data from either these monitoring requirements or tests performed by the North Carolina Division of
Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include
alternate monitoring requirements or limits.
If the Permittee monitors any pollutant more frequently then required by this permit, the results of such monitoring
shall be induded in the calculation & reporting of the data submitted on the DMR & all AT Form submitted.
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 follow-up
testing to be completed no later than the last day of the month following the month of the initial monitoring.

Permit NC0005274
A (3.) COLOR PERMITTING REQUIREMENTS
The permittee will conduct color monitoring of instream stations (upstream, downstream) once a month during the
discharge of treated wastewaters. The permittee will record whether a color plume was observed around the outfall
pipe during the monthly instream sampling events, and include that information on the monthly discharge monitoring
report. Effluent samples will be collected daily for color on a year-round basis during any day that a wastewater
discharge occurs. Color samples will be analyzed for ADMI color at natural pH. Samples shall be analyzed by a state
certified laboratory.

NCDENR / DWQ
Final FACT SHEET FOR NPDES PERMIT DEVELOPMENT
Kings Mountain Venture #1, LLC
NC0005274
Facility Information
Facility Name:
Kings Mountain Venture #1, LLC (formerly Yorkshire Americas, Inc.)
Permitted Flow,MGD:
0.15 — 0.20 MGD
002-eliminated
County:
Gaston
Facility Class:
No rating
Regional Office:
Mooresville
Facility Status:
Existing
USGS Topo Quad:
F14SE
Permit Status:
Temporary Renewal
Stream Characteristics
Receiving Stream/ Basin:
South Fork Catawba River / Catawba River Basin
Subbasin / 8-Digit HUC:
030836 / 03050102
Drainage Area (mi2):
628
Stream Index No.:
11-129-(15.5)
Summer 7Q10 (cfs)
123
Stream Class:
WS-V
Winter 7Q10 (cfs):
200
303(d) 2010 List:
Turbidity & low pH
30Q2 (cfs):
310
303(d) 2012 List:
Turbidity
Average Flow (cfs):
798
Use Support:
IWC (%):
<0.3%
Background
Kings Mountain Venture is a Brownfield site which previously operated as Yorkshire Americas,
a textile dye manufacturer. Yorkshire Americas, Inc. had purchased the facility from Crompton
& Knowles on 12/17/99. A permit modification reflecting the change of ownership from
Yorkshire Americas to King Mountain Venture (KMV) was issued on 1/12/2007. Operations at
the facility were terminated under KMV. As a textile dye manufacturer the facility was classified
as a primary industry based on specialty organic chemical production. It was subject to the
Organic Chemicals, Plastics, and Synthetic Fibers (OCPSF) Federal Effluent Guidelines and
discharged treated process wastewater via Outfall 001, and non -contact cooling water via
Outfall 002. All domestic wastewater was treated by an onsite septic system. Dewatered
sludge was disposed at the BFI landfill. In 1995 a new 0.4 MGD biological wastewater
treatment system was installed, replacing an old lagoon treatment system.
The facility is located on a 42-acre tract with 14 acres fenced around the plant. The facility is
also bordered on the southeast by the Catawba River. During late August 2009, OSC Ken
Rhame conducted a site inspection with NC DENR and local authorities and discovered
hundreds of drums of dye and dye intermediates in various conditions as well as several above
ground storage tanks which contained residual caustic and acids. In October 2009, KM
Ventures agreed to an Administrative Order with EPA Region 4 which included a scope of work
to conduct the clean up. Discharge of process wastewaters ceased in September 2009.
In December 2009, Kings Mountain Venture (KMV) submitted an application for a permit
renewal to discharge the remaining stormwater/ process wastewater contained in four of the
treatment system basins. The application lacked enough data to proceed with the renewal so
the Permittee was requested to sample each of the basins for a range of pollutants, to identify
the volume of wastewater to be discharged and at what rate, and to estimate sludge volumes
and disposal procedures. The facility's permit expired on June 30, 2009.

NPDES PERMIT FACT SHEET Kings Mountain Venture #1, LLC -
Page 2 NPDES No. NC0005274
Due to the closing of the plant and the elimination of all industrial activities associated with the
site, stormwater was collected and tested to determine if a NPDES stormwater permit was
necessary. In Feb. 2010 the Stormwater Permitting Unit stated that the results indicated no
problems and since manufacturing operations were terminated and the site cleaned, a NPDES
SW permit was not required. As part of that process, KMV eliminated Outfall 002.
Mr. Stephen Timm of Safe-T-raining and Environmental Services, and the consultant for Kings
Mountain Venture, proceeded to investigate the possibility of discharging the wastewaters to
the local WWTP. In August 2011, the DWQ Pretreatment Unit evaluated the wastewaters and
determined it was treatable within the City of Lowell's wastewater treatment plant. However,
Mr. Ben Blackburn, City Manager for Lowell denied KMV's request to discharge wastewaters to
the Lowell WWTP stating that their first responsibility was to protect the WWTP from potential
damage and noncompliance and that their cost recovery was not sufficient.
Mr. Timm then proceeded with additional testing of the wastewaters and completetion of a
NPDES WW permit application. A complete application for permit renewal was received at
DWQ on May 11, 2012.
Wastewaters from the facility are discharged to the South Fork Catawba River (SFCR), which
forms the headwaters of Lake Wylie. The previous permit for the manufacturing facility had a
permitted design flow of 0.4 MGD and the facility's discharge represented 0.5% of the instrearn
flow under summer 7Q10 low flow conditions. The receiving stream is listed as impaired for
turbidity in the 2012 303(d) list and turbidity and low pH in the 2010 303(d) listing.
Permit Application
KMV's application is for a temporary permit to discharge 2.5 million gallons of the remaining
wastewater/ stormwater contained in 4 different tanks throughout the abandoned treatment
system. It should be noted that the biological treatment system is not a functioning system
since it has been abandoned, dismantled and vandalized on occasion. The consultant for KMV
has proposed to transfer wastewaters from the following tanks to a 400,000 gallon storage
tank, provide treatment(aeration) if necessary, and discharge the treated wastewaters at the
following rates:
AT 1 -Discharge rate of 200,000 gallons/day with a volume of approximately 750,000 gallons
PC 2 -Discharge rate of 150,000 gallons/day with a volume of approximately 564,000 gallons
ET 3 -Discharge rate of 200,000 gallons/day with a volume of approximately 994,000 gallons
SC 4 -Discharge rate of 150,000 gallons/day with a volume of approximately 205,000 gallons
Once the aeration is completed and a dissolved oxygen of greater then 5.0 mg/L is reached, the
wastewaters will be discharged. The consultant estimates that the discharge will continue for
approximately 120 days based on proposed flow rates, water transfer activities from tank to
tank and the aeration process.
The consultant estimates that the four tanks contain 1,500 cubic yards of sludge. After the
wastewaters are discharged, the sludge will be tested and disposed of in accordance with
applicable regulations. Sludge levels in each tank were estimated to be 1 foot deep in tanks, AT-
1, ET-3, and SC-4, and 6.5 feet deep in PC-2.
Permit Limit Development
In January 2010 the consultant performed testing for pollutants believed to be present on the
2C list plus 4-Methyl 2-pentanone, Acetone, Carbon disulfide, M,P xylenes, and 3 & 4
Methylphenol in each tank. Samples were taken from the upper, middle and lower columns of
each tank and analyzed. All the data was compared to NC water quality based standards and
Page 2
Version: December 3, 2012

NPDES PERMIT FACT SHEET Kings Mountain Venture #1, LLC
Page 3 NPDES No. NC0005274
no reasonable potential to violate standards was found. A summary table of the analysis results
and the RPA are attached.
Since this will be a batch discharge with an In -stream Wastewater Concentration of about 0.20
to 0.25 % the Aquatic Toxicity Unit (ATU) determined that whole effluent acute toxicity testing
would be more applicable than chronic testing. The Aquatic Toxicity Unit reviewed the data and
recommended that the permittee perform 24 hr acute pass/fail tests at 90% effluent on each
batch to be discharged using (1) Ceriodaphnia dubia and (2) Fathead minnow (Pimephales
promelas). In addition, ATU recommended that the tests be conducted on the effluent after
aeration and prior to discharge. Therefore, each time the wastewaters are transferred to the
storage tank for treatment, after the wastewaters are aerated, two acute toxicity tests: one
using Ceriodaphnia dubia and a second using Fathead minnow (Pimephales promelas), are to be
perfomed. Each batch of wastewaters can be discharged via Outfall 001, if a passing test
results for both acute tests (ie. wastewaters show no significant acute mortality at 90(Yo effluent
for invertebrates and vertebrates).
The limitations in the previous permit were determined by choosing the more stringent TBEL or
WQBEL limitation for each parameter. These effluent limitations were maintained along with
daily monitoring for each parameter of concern. It is expected that each batch will be sampled,
everyday, until the storage tank is emptied. Then, the transfer of wastewaters from one of the
four tanks in the treatment system to the storage tank will proceed again, with the process of
aerating, toxicity testing, and effluent sampling being repeated. The permitted flow was reduced
from 0.4 MGD to 0.20 MGD as proposed by the consultant.
Proposed changes to the permit:
• The permit will be issued for a period of one year. Kings Mountain Venture is expected to
remove, seal and /or eliminate Outfall 001 after wastewaters from tanks AT 1, PC 2, ET 3,
and SC 4 are transferred to the 400,000 gallon storage tank and discharge is completed.
• Sections A.(1.) OCPSF Subpart I monitoring and A.(4.) Nutrient Special Condition (BMP
Evaluation) were removed from the permit since textile dye operations at the facility have
been terminated.
• All the sample types have been changed to grab samples. Effluent samples shall be
representative and taken after aeration or completion of treatment. It is recommended that
samples be taken from the middle level of the center column of the storage tank.
• Special condition, A. (3) Color Permitting Requirements, has been modified to clarify that
effluent and stream samples be taken during discharge periods.
• Effluent monitoring for Total Phenolics, PAHs, Sulfates, Chlorides, Total Phosphorus, Total
Nitrogen, and Color have been increased to daily or whenever a discharge occurs.
• Upstream and downstream monitoring has been reduced to 1/week during discharge
periods.
• The Supplement to Permit Cover Sheet has been modified to identify the transfer of
wastewaters to the 400,000 gallon storage tank for treatment and discharge to South Fork
Catawba River.
• Flow measurement was changed to instantaneous. Since the effluent will be pumped to
Outfall 001 the pumping rate along with documentation on the duration of time
wastewaters are pumped can be used to determine Flow volume reported on the Discharge
Monitoring Reports (DMRs). Note that the Permittee may use a recording device if
perferred.
• After the wastewaters are aerated, two 24 hour acute toxicity tests: one using
Ceriodaphnia dubia and a second using Fathead minnow (Pimephales promelas), shall be
performed. Each batch of wastewater can be discharged via Outfall 001, if both tests pass,
demonstrating no significant acute mortality at 90% effluent for invertebrates and
vertebrates. See Section A. (2.) ACUTE TOXICITY MONITORING in the permit.
• Pumping of wastewaters from the tanks to the 400,000 gallon storage tank shall cease at 1-
2 feet above the sludge level in all four tanks.
Page 3
Version: December 3, 2012

NPDES PERMIT FACT SHEET Kings Mountain Venture #1, LLC
Page 4 NPDES No. NC0005274
The Permittee will be required to notify the DWQ/Surface Water Protection Section at the
Mooresville Regional Office 48 hours prior to discharge to allow for their inspection or
observation of the wastewater discharge. All sludge and wastewaters associated with the sludge
will be disposed of in accordance with state and federal regulations. Any wastewaters resulting
from sludge dewatering will not be discharged via Outfall 001.
Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: October 24, 2012 (est.)
Permit Scheduled to Issue: December 17, 2012 (est.)
State Contact
If you have any questions on any of the above information or on the attached permit,
please contact Julie Grzyb at [phone].
NAME:
DATE: 4e2 — K. -/pi,
Regional Office Comments
MRO No comments - Wes asked to have consultant give him a call
AGENCY REVIEWS & COMMENTS
NO COMMENTS RECEIVED, US EPA REGION IV
CONCURRENCE FROM BRITT SETZER, DWR RECEIVED ON 10-29-2012
Page 4
Version: December 3, 2012

VI4 L/ 15-d .7
PUBLIC NOTICE AFFIDAVIT OF INSERTION OF ADVERTISMENT
North Carolina Environ-
mental Management
Commission/NPDES
Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Notice of Intent to
Issue a NPDES
Wastewater Permit
The North Carolina Envi-
rcnmental Management
Commission proposes to
issue a NPDES waste-
water discharge permit to
the person(s) listed below.
Written comments regard-
ing the proposed permit
will be accepted until 30
days after the publish date
of this notice. The Director
of the NC Division of
Water Quality (DWQ) may
hold a public hearing
should there be a signifi-
cant degree of public inter-
est. Please mail comments
and/or information re-
quests to DWQ at the
above address. Interested
persons may visit the
DWQ at 512 N. Salisbury
Street, Raleigh, NC to re-
view information on file.
Additional information on
NPDES permits and this
notice may be found on our
w e b s i t e.
http://portal.ncdenr.org/we
or
by caging (919)
807-6390.
Kings Mountain Venture
#1, LLC requested renewal
of permit NC0005274 for
its facility in Gaston
County; this permitted dis-
charge is treated process/
stormwater to South Fork
Catawba River, Catawba
River Basin.
The Gaston Gazette
Gastonia, N.C.
3aston County
the Gaston Gazette does certify that the advertisement for:
NOTICE OF INTENT TO ISSUE NPDES WASTEWATER PERMIT: Kings Mountain
✓enture #1, LLC
Vleasuring 5.94 inches appeared in The Gaston Gazette, a newspaper published in
3aston County, Gastonia, N.C., in issue(s):
10/27/2012
kisbuY'
1C-October27,2012. Name of Account: NCDENR/DWQ/NPDES
text GS522836 to
56654Order Number: 54522836
Ad Number: 54593059
Sworn to, and subscribed before me this 29 th day of October. 2012.
Carla Norris Potter, Notary Public
My Commission Expires Sept.14, 2013
DENR-:DATER QUALITY
POINT SOURCE BRANCH

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
MEMORANDUM
To:
From:
Subject:
06q c,:.nofect/
October 29, 2012
Setzer, Britt ([e-mail])
NCDENR / DWR / Regional Engineer
Mooresville Regional Office
Julie Grzyb
NPDES Unit
Review of Draft NPDES Permit NC0005274
Kings Mountain Venture #1, LLC
Gaston County
Please indicate below your agency's position or viewpoint on the draft permit and return this form by
November 30, 2012. If you have any questions on the draft permit, please contact me at [phone] or e-
mail [e-mail].
RESPONSE: (Check one)
Concur with the issuance of this permit provided the facility is operated and maintained
properly, the stated effluent limits are met prior to discharge, and the discharge does not
contravene the designated water quality standards.
Concurs with issuance of the above permit, provided the following conditions are met:
Opposes the issuance of the above permit, based on reasons stated below, or attached:
Signed
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterauality.orq
An Equal Opportunity t Affirmative Action Employer
Date: /0 Z 9 / 2 -
NorthCarol.ina
,7Vatura!!j

Table 1 - Yorkshire Americas WWTP
Summary of Analytical Results
H&H Job No. IPP-001
•
Tank 4
Tank 3
Tank 2
Tank 1
Upper
Middle
Low
Upper
Middle
Low
Upper
Middle
Low
Upper
Middle
Low
SC-4A
1/5/2010
SC-4B
1/5/2010
SC-4C
1/5/2010
ET-3A
1/5/2010
ET-3B
1/5/2010
ET-3C
1/5/2010
PC-2A
1/5/2010
PC-2B
1/5/2010
PC-2C
1/5/2010
AT 1A
1/5/2010
AT-1B
1/5/2010
AT-1C
1/5/2010
4-Methyl 2-pentanone
ug/L
7.1
7
8.2
BRL
BRL
BRL
7.8
8.5
7.8
!3RL
BRL
BRL
Acetone
ug/L
BRL
BRL
BRL
BRL
BRL
BRL
20
22
20
BRL
BRL
BRL
Benzene
ug/L
4.3
4.2
4.4
BRL
BRL
MI
8.9
9.7
8.8
11
10
10
Carbon Disulfide
ug/L
5.2
5.3
5.8
BRL
BRL
BRL
11
13
11
Mil
BRL
BRL
Chlorobenzene
ug/L
BRL
BR1.
BRL
BRL
BRL
BRL
1.5
1.5
1.5
BRL
BRL
BRL
Ethylbenzene
ug/L
BRL
BRL
URI_
BRL
BRL
BRL
1.4
1.4
1.3
BRL
BRL
BRL
m,p-xylenes
ug/L
BR_
BRL
BRL
BRL
BRL
BRL
5.3
5.5
5.5
3.1
3
2.9
Toluene
ug/L
3.9
3.8
3.9
BRL
BRL
BRL
2.8
3
2.8
4.2
4
4
3&4 Methylphenol
ug/L
liiti
BRL
BRL
BRL
URL
BRL
BRL
BRL
BRL
190
BILL
BRL
Total PAHs
ug/L
BRL
BRL
BRL
BRL
BRL
BRL
BRL
BRL
BRL
BRL
BRL
BRL
Chromium
JJ JJ
EEEEE
BRL
BRL
BRL
BRL
BRL
0.012
BRL
BRL
BRL
BRL
0.0054
BRL
Copper
BRL
BRL
0.013
0.015
0.017
0.57
BRL
BRL
BRL
0.085
0.11
0.097
Lead
BRL
BRL
ri;l.
BRL
BRL
BRL
BRL
BRL
BRL
BRL
BRL
BRL
Nickel
BRi
BRL
BRL
BRL
BRL
BRL
0.013-
0.012
0.013
0.01
0.01
0.011
Zinc
BRL
BRL
BRL
0.036
0.037
0.058
0.031
BRL
BRL
BRL
BRL
BRL
BOD-5
mg/L
75
74
78
14
14
15
91
91
95
29
27
28 •
Total Cyanide
mg/L
0.013
0.017
0.015
0.074
0.040
0.072
0.0053
0.0087
0.0074
0.024
0.025
0.023
Nitrate as N
mg/L
0.16
0.17
0.17
<0.10
<0.10
<0.10
0.22
0.23
0.23
0.25
0.23
0.24
Total Phenolics
mg/L
0.41
0.26
0.72
0.072
0.072
<0.050
0.1
0.16
0.2
0.2
0.59
0.35
Phosphorous Total
mg/L
2.8
3
3
0.44
0.43
0.72
3.8
3.8
3.9
4.3
4.4
4.4
Kjeldahl Nitrogen
mg/L
36
39
40
28
28
31
75
81
34
82
34
36
Total Nitrogen
mg/L
36
39
41
28
28
31
75
81
34
83
35
36
Total Suspended Solids
mg/L
<25
<25
38
<25
<25
74
<25
<25
<25
<25
<25
<25
pH
6.94
7.13
7.13
8.81
. 7.94
7.88
7.21
7.27
7.11
7.89
7.45
7.37
Temperature
°C
8.27
7.71
8.35
5.85
6.51
6.46
6.02
6.25
6.69
7.21
7.35
7.49
Conductivity
uS/cm3
4033
4107
4105
2915
2927
2910
5165
5248
5317
5780
5782
5782
Dissolved Oxygen
mg/L
0.48
0.41
0.41
2.33
1.52
1.42
0.86
0.75
0.58
1.09
1.29
0.80
Notes:
BRL= Below Reporting Limits
ug/L = Micrograms Per Liter
mg/L:= Milligrams Per Liter
°C = Degrees Celcius
uS/cm3 = Microseimens per cubic centimeter

Kings Mountain Venture REASONABLE POTENTIAL ANALYSIS
NC0005274
Qw (MGD) = 0.20
1Q10S(cfs)= 100.25
7Q10S(cfs)= 123.00
7Q10W(cfs)= 200.00
30Q2 (cfs) = 310.00
Avg. Stream Flow, QA (cfs) = 798.00
Receiving Stream: South Fork Catawba River
WWTP/WTP Class:
IWC @ 1Q10S = 0.31%
IWC @ 7Q10S = 0.25%
IWC@7Q1OW= 0.15%
IWC@30Q2= 0.10%
IWC@QA= 0.04%
Stream Class: WS-V
Outfall 001
Qw = 0.2 MGD
CHRONIC TEST N/A ASSIGN 90% ACUTE TEST
PARAMETER
APE
(1)
STANDARDS & CRITERIA (2)
PQL
UNITS
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NC WQS / Applied '/ FAV /
Chronic Standard Acute
n H Det.
Max Pred
Cw
2,743.2
Allowable Cw
Total Phenolic Compounds
NC
3O;) A(30Q2)
u:J1_
12 11
Acute: NO WQS
_ _-
Chronic: 300,000.0
No value > Allowable Cw
No RP, Predicted Max < 50% of Allowable Cw - No
Monitoring required
__________________________
Chromium
NC
50 FW(7Q10s) 1022
ug/L
2 2
Note: n < 9
Limited data set
88.7
Default C.V.
Acute: 329,677.4
_ _
Chronic: 20,000.0
No value > Allowable Cw
No RP. Predicted Max < 50% of Allowable Cw - No
Monitoring required
Copper (AL)
NC
7 FW(7Q10s) 7
ug/1.
7 7
Note: n <_ 9
Limited data set
2,018
Dcfault C.V.
Acute: 2,354.8
_ _ _
Chronic: 2,800.0
No value> Allowable Cw
No RP , Predicted Max a 50% of Allowable Cw -
Action Level standard, WET testing
will be performed to determine wastewater toxicity
Cyanide
NC
5 FW(7Q1Os) 22
10
ut_/I,
12 12
310.8
Acute: 7,096.8
_ _
Chronic: 2,000.0
No value> Allowable Cw
No RP, Predicted Max < 50% of Allowable Cw - No
Monitoring requlred __________-_
Nickel
NC
25 WS(7Q10s) 261
ug/L
6 6
Note: n <_ 9
Limited data set
49.7
Default C.V.
Acute: 84,193.5
_ _-
Chronic:10,000.0
No value > Allowable Cw
No RP, Predicted Max < 50% of Allowable Cw- No
Monitoring required
Zinc (AL)
NC
50 FW(7Q10s) 67
ug/L
4 4
Note: n < 9
Limited data set
274.9
Default C.V.
Acute: 21,612.9
_ _-
Chronic_20,000.0
No value> Allowable Cw
No RP, Predicted Max < 50% of Allowable Cw - No
-_-_-_ _ _ _-_ Monitoring required
Nitrate as N
NC
10 WS(7Q10s)
mull
12 9
0.56500
Acute: NO WQS
_ _
Chronic: 4000.00000
No value > Allowable Cw
No RP, Predicted Max < 50% of Allowable Cw - No
Monitoring required
Page 1 of 1
2011 RPA-FreshwaterKMV.xlsm, rpa
10/17/2012

REASONABLE POTENTIAL ANALYSIS
USE ONLY
"PASTE
8
USE ONLY
"PASTE
9 USE ONLY
"PASTE
Total Phenolic Compounds
SPECIAL-
Chromium
SPECIAL-
Copper P P ( AL ) SPECIAL -
Date Data BDL=1/2DL Results
Values" WITH
"COpy"
Date Data BDL=1/2DL Results
Values" WITH
"COPY"
Date
1
2
3
4
5
6
7
8
9
10
11
12
13
Data
Values" WITH
BDL=1/2DL Results "COPY"
13 13 Std Dev. 198.6604
15 15 Mean 129.5714
17 17 C.V. (default) 0.6000
570 570 n 7
85 85
110 110 Mult Factor = 3.54
97 97 Max. Value 570.0 ug/L
Max. Pred Cw 2017.8 ug/L
1
2
3
4
5
6
7
8
9
10
11
12
13
12
5.4
12 Std Dev.
5.4 Mean
C.V. (default)
n
Mult Factor =
Max. Value
Max. Pred Cw
4.6669
8.7000
0.6000
2
7.39
12.0 ug/L
88.7 ug/L
1 410 410 Std Dev. 217.3573
2 260 260 Mean 263.2500
3 720 720 C.V. 0.8257
4 72 72 n 12
5 72 72
6 50 25 Mult Factor = 3.81
7 100 100 Max. Value 720.0 ug/L
8 160 160 Max. Pred Cw 2743.2 ug/L
9 200 200
10 200 200
11 590 590
12 350 350
13
2011 RPA-FreshwaterKMV.xlsm, data
2 - 10/15/2012

REASONABLE POTENTIAL ANALYSIS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Total Phenolic Compounds
Date Data
1
410
260
720
72
72
50
100
160
200
200
590
350
BDL=1/2DL Results
410 Std Dev.
260 Mean
720 C.V.
72 n
72
25 Mult Factor =
100 Max. Value
160 Max. Pred Cw
200
200
590
350
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"
217.3573
263.2500
0.8257
12
3.81
720.0 ug/L
2743.2 ug/L
Chromium
Date Data BDL=1/2DL Results
1 12 12 Std Dev.
2 5.4 5.4 Mean
3 C.V. (default)
4 n
5
6 Mult Factor =
7 Max. Value
8 Max. Pred Cw
9
10
11
12
13
14
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"
4.6669
8.7000
0.6000
2
7.39
12.0 ug/L
88.7 ug/L
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Copper (AL)
Date Data
1
13
15
17
570
85
110
97
BDL=1/2DL Results
13 Std Dev.
15 Mean
17 C.V. (default)
570 n
85
110 Mult Factor =
97 Max. Value
Max. Pred Cw
USE ONLY _
"PASTE
SPECIAL -
Values" WITH
"COPY"
198.6604
129.5714
0.6000
7
3.54
570.0 ug/L
2017.8 ug/L
-1-
2011 RPA-FreshwaterKMV.xlsm, data
10/15/2012

19
Nitrate as N
Date Data
1
2
3
4
5
6
7
8
9
10
11
12
13
14
0.16
0.17
0.17
0.1
0.1
0.1
0.22
0.23
0.23
0.25
0.23
0.24
BDL=1/2DL
0.16
0.17
0.17
0.05
0.05
0.05
0.22
0.23
0.23
0.25
0.23
0.24
Results
Std Dev. 0.0786
Mean 0.1708
C.V. 0.4599
n 12
Mult Factor =
Max. Value
Max. Pred Cw
USE ONLY
"PASTE
SPECIAL. -
Values" WITH
"COPY"
2.26
0.250000 mg/L
0.565000 mg/L
REASONABLE POTENTIAL ANALYSIS
2011 RPA-FreshwaterKMV.xlsm, data
- 2 - 10/15/2012

REASONABLE POTENTIAL ANALYSIS
10
USE ONLY
"PASTE
15
USE ONLY
"PASTE
18
USE ONLY
"PASTE
Cyanide
SPECIAL-
Nickel
SPECIAL-
Zinc (AL)
SPECIAL -
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Date
Data
13
17
15
74
40
72
5
9
7
24
25
23
BDL=1/2DL
13
17
15
74
40
72
5
5
5
24
25
23
Results
Std Dev.
Mean
C.V.
n
Mult Factor =
Max. Value
Max. Pred Cw
Values" WITH
"COPY"
23.9716
26.50
0.9046
12
4.20
74.0 ug/L
310.8 ug/L
1
2
3
4
5
6
7
8
9
10
11
12
13
14
BDL=1/2DL
13
12
13
10
10
11
Results
Std Dev.
Mean
C.V. (default)
n
Mult Factor =
Max. Value
Max. Pred Cw
Values" WITH
"COPY"
1.3784
11.5000
0.6000
6
3.82
13.0 ug/L
49.7 ug/L
10
11
12
13
14
BDL=112DL
36
37
58
31
Results
Std Dev.
Mean
C.V. (default)
n
Mult Factor =
Max. Value
Max. Pred Cw
Values" WITH
"COPY"
11.9583
40.5000
0.6000
4
4.74
58.0 ug/L
274.9 ug/L
Date
Data
13
12
13
10
10
11
Date
1
2
3
4
5
6
7
8
9
Data
36
37
58
31
-1-
2011 RPA-FreshwaterKMV.xlsm, data
10/15/2012

IWC Calculations
Facility: Kings Mountain Venture
NC0005274
Prepared By: Julie Grzyb
Enter Design Flow (MGD):
Enter s7Q10 (cfs):
Enter w7Q10 (cfs):
0.15
123
200
Total Residual Chlorine (TRC)
Daily Maximum Limit (ugll)
s7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
Upstream Bkgd (ug/I)
IWC (%)
Allowable Conc. (ug/l)
Fecal Coliform
Monthly Average Limit:
(If DF >331; Monitor)
(If DF<331; Limit)
Dilution Factor (DF)
123
0.15
0.2325
17.0
0
0.19
9011
Ammonia (Summer)
Monthly Average Limit (mg NH3-N/I)
s7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
Upstream Bkgd (mg/I)
IWC (%)
Allowable Conc. (mg/I)
Ammonia (Winter)
Monthly Average Limit (mg NH3-N/I)
w7Q10 (CFS)
got Required DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
530.03 Upstream Bkgd (mg/I)
IWC (%)
Allowable Conc. (mg/I)
Total Residual Chlorine
1. Cap Daily Max limit at 28 ug/I to protect for acute toxicity
Ammonia (as NH3-N)
1. If Allowable Conc > 35 mg/I, Monitor Only
2. Monthly Avg limit x 3 = Weekly Avg limit (Municipals); capped at 35 mg/I
3. Monthly Avg limit x 5 = Daily Max limit (Non-Munis); capped at 35 mg/I
4. BAT for Minor Domestics: 2 mg/I (summer) and 4 mg/I (winter)
5. BAT for Major Municipals: 1 mg/I (year-round)
123
0.15
0.2325
1.0
0.22
0.19
413.6
200
0.15
0.2325
1.8
0.22
0.12
1360.9
Fecal Coliform
1. Monthly Avg limit x 2 = 400/100 ml = Weekly Avg limit (Municipals) = Daily Max limit (Non -Muni)
NPDES Server/Current Versions/WLA; TB 1/16/2009

NC 2010 Integrated Report Categories 4 and 5 Impaired Waters
All 13,123 Waters in NC are in Category 5-303(d) List for Mercury due to statewide fish consumption advice for several fish species
AU_Number AU Name
AU_Description LengthArea AU_Units Classification
Category Parameter Reason for Rating
Use Category Collection Year 303(d)year
Catawba River Basin Lower South Fork Catawba River Watershed 0305010206
Q 11-129-(15.5) South Fork Catawba From a point 0.4 mile upstream of Long
River Creek to Cramerton Dam and Lake Wylie at
Upper Armstrong Bridge
5 Low pH
18.1 FW Miles WS-V
Standard Violation Aquatic Life 2008 2010
5 Turbidity
Standard Violation Aquatic Life 2008 2008
NC 2010 Integrated Report Category 4 and 5 303(d) List EPA Approved Aug 31, 201 9/20/2010 Page 27 of 145

Catawba River Basin
> AU Number
Name
2012 North Carolina 303(d) List -Category 5
10-digit Watershed 0305010206
Description
Lower South Fork of the Catawba River
Length or Area
Units Classification
Category Rating
Use
Reason for Rating
Parameter
Year
> 11-129-15-5
Mauney Creek
From source to Hoyle Creek
Category
4.4 FW Miles WS-IV 5
5 Impaired Aquatic Life
Poor Bioclassification Ecological/biological Integrity Benthos
2000
12-digit Subwatershed
030501020603
> 11-129-(15.5)
South Fork Catawba
River
From a point 0.4 mile upstream of Long Creek to Cramerton Dam and 18.1
Lake Wylie at Upper Armstrong Bridge
Lower Long Creek
FW Miles WS-V
5 Impaired Aquatic Life
Standard Violation Turbidity
2008
5
> 11-129-16-(4)
Long Creek
From Mountain Creek to South Fork Catawba River
15.3 FW Miles C 5
5 Impaired Aquatic Life
Standard Violation Turbidity
2012
> 11-129-16-7b
Dallas Branch
From Dallas WWTP to Long Creek
0.8 FW Miles C
5 Impaired Aquatic Life
Fair Bioclassification Ecological/biological Integrity Benthos
1998
Catawba River Basin
Catawba River Basin
8-digit Subbasin 03050103
10-digit Watershed 0305010301
5
Catawba River
Sugar Creek
12-digit Subwatershed 030501030104
Irvins Creek
> 11-137-9a
McAlpine Creek
(Waverly Lake)
From source to SR 3356, (Sardis Rd)
8.5 FW Miles C 5
5 Impaired Aquatic Life
Fair Bioclassification Ecological/biological Integrity Benthos 1998
12-digit Subwatershed
030501030102
Little Sugar Creek
> 11-137-8a
Little Sugar Creek
From source to Archdale Rd
11.6
FW Miles C
5 Impaired Aquatic Life Standard Violation Copper
5 Impaired Fish Consumption Standard Violation Water column Mercury
2008
2010
5
Thursday, March 29, 2012
For EPA Review Submitted March 30, 2012
Page 34 of 177

Safe-T-raining and Environmental Services
PO Box 735 Emmaus PA 18049
Phone: [phone]
Cell: 484-634-0948
May 9, 2012
Julie Grzyb
NC DENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Revised Kings Mountain Venture NPDES permit renewal application
Julie:
In follow up to our many conversations, enclosed are three copies of the revised Kings Mountain
Venture permit application for NPDES Permit # NC0005274. Some additional steps will need to be taken
at the Kings Mountatin Venture site in Lowell, North Carolina related to the discharge of the wastewater
from the site.
Tentative plans are to transfer the wastewater to a 400,000 gallon storage tank on site where the
water will be aerated for approximately eight hours. Once the aeration is completed and a Dissolved
Oxygen of greater then 5.0 is reached the water will be discharged at the predetermine rate which is outlined
below along with the estimated volume of wastewater in each tamk.
The proposed discharge rate and total volume of the tanks is as follows:
• AT 1 -Discharge rate of 200,000 gallons/day with a volume of approximately 750,000 gallons
• PC 2 - Discahrge rate of 150,000 gallons/day with a volume of approximately 564,000 gallons
• ET 3 - Discharge rate of 200,000 gallons/day with a volume of approximately 994,000 gallons
• SC 4 - Discharge rate of 150,000 gallons/day with a volume of approximately 205,000 gallons
Total discharge amount of wastewater to be discharged is approximately 2,500,000 gallons
The discharge will continue for approximately 120 days based on proposed flow rates, water
transfer activities from tank to tank and the aeration activities associated with the discharge. Sludge which
is present in all of the tanks will be addressed separately after the discharge is complete but the estimated
volume of the sludge in the tanks is approximately 1,500 cubic yards.
If you have any questions or require additional clarification on any of the information enclosed in this
application, please contact me at (484) 634 — 0948.
Sin
Stephen Timm
Safety\Environmental Director
Safe-T-raining and Environmental Services
titMOVLEL
MAY 1 1 2012
DENR-WATER QUALITY
POINT SOURCE BRANCH

Grzyb, Julie
From: safetytraining©rcn.com
Sent: Tuesday, August 14, 2012 1:57 PM
To: Grzyb, Julie
Subject: Question #4 (Sludge Handling)
Good Afternoon, Julie. After speaking with the client, some different options related to disposal
of the dewatered sludge are currently being evaluated by the client. But before I discuss the
disposal options, the first step after the majority of water is discharged, the client would hire
an outside contractor to vacuum the remaining free water from the top of the sludge. This water
would transported and disposed of off -site. Once the free water is removed, the sludge would be
then transported to one of the contained concrete pad areas where it would be spread to dry in the
sun. If rain is expected the sludge would be covered to minimize any contact with the storm water.
Once the sludge is dried, the sludge material would be either land applied at the site after the
necessary permits are obtained or the material would be taken off site for disposal in a approved
land fill.
Please let me know if you have any questions related to the managment of the sludge as oultined
above at the KMV site. You can reach me at 484-634-0948.
Thanks
---- Original message ----
>Date: Tue, 7 Aug 2012 20:38:19 +0000
>From: "Grzyb, Julie" <iulie.grzyb(ancdenr.gov>
>Subject: KMV permit
>To: "safetytraininarcn.com" <safetytrainingOrcn.com>
> Stephen,
> I have several questions regarding the KMV
> application:
> 1) Did you run any toxicity tests on the
> wastewaters? Can you scan and send me the results.
> 2) For the analytical tests run on the
> wastewaters (upper, lower, and middle sections of
> the vats), can you send me a copy of the lab results
> - looking for the pages that identify the
> quantitative levels (detection levels) and the EPA
> test method or procedure. For example, I need to
> know what test method was used for phenols
>-420.1,420.4 or 625 and the actual BDL value -
> quantitative level.
> 3) Do you have any analytical tests results on
> color (ADMI units) or turbidity (NTU) from the
> upper, lower, and middle sections of the vats?
> 4) You state that the sludge will be addressed
> separately. First, what steps will be taken to
> prevent sludge from being discharged to the storage
> tank?Identify the trigger that will stop the pumping
> of wastewaters from the vats to the storage tanks
> (ie. turbidity = 25 NTUs). Second, KMV must identify
> what action will be taken with the sludge (ie. how
> will it be tested and disposed of).
1

>
>
>
> Please call if you have any questions. Please
> respond within two weeks.
>
> Julie
>
>
>
>
>
> Julie A. Grzyb, Environmental Engineer
>
> NC DENR / Division of Water Quality / Surface Water
> Protection Section
>
> NPDES Complex Permitting, Point Source Branch
>
> 1617 Mail Service Center, Raleigh, NC 27699-1617
>
> 919/807-6389 (wk); 919/807-6495 (fax)
>
>
>
> **Please note, my email address has changed to
> -iulie.grzybPncdenr.Rov
>
>
>
> E-mail correspondence to and from this address may
> be subject to the North Carolina Public Records law
> and may be disclosed to third parties.
>
>
2

Grzyb, Julie
From: Grzyb, Julie
Sent: Tuesday, August 07, 2012 4:38 PM
To: '[e-mail]'
Subject: KMV permit
Stephen,
I have several questions regarding the KMV application:
1) Did you run any toxicity tests on the wastewaters? Can you scan and send me the results.
2) For the analytical tests run on the wastewaters (upper, lower, and middle sections of the vats), can you send me a copy
of the lab results — looking for the pages that identify the quantitative levels (detection levels) and the EPA test method
or procedure. For example, I need to know what test method was used for phenols -420.1,420.4 or 625 and the actual
BDL value - quantitative level.
3) Do you have any analytical tests results on color (ADMI units) or turbidity (NTU) from the upper, lower, and middle
sections of the vats?
4) You state that the sludge will be addressed separately. First, what steps will be taken to prevent sludge from being
discharged to the storage tank?Identify the trigger that will stop the pumping of wastewaters from the vats to the
storage tanks (ie. turbidity = 25 NTUs). Second, KMV must identify what action will be taken with the sludge (ie. how will
it be tested and disposed of).
Please call if you have any questions. Please respond within two weeks.
Julie
Julie A. Grzyb, Environmental Engineer
NC DENR / Division of Water Quality / Surface Water Protection Section
NPDES Complex Permitting, Point Source Branch
1617 Mail Service Center, Raleigh, NC 27699-1617
919/807-6389 (wk); 919/807-6495 (fax)
**Please note, my email address has changed to julie.. rzvlX ncdenr.kov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed
to third parties.
i

Grzyb, Julie
From: Grzyb, Julie
Sent: Wednesday, February 15, 2012 7:01 PM
To: '[e-mail]'
Subject: RE: Kings Mtn. Venture application
Attachments: Limits.xlsx
Stephen,
Since the previous permit was protective of the stream and whatever you propose will be at a significantly lower discharge rate
than 0.400 MGD which is what the permit was based on, assume that if you can meet the limits in the current permit you will be
okay.
For instance, current permit has a BODS Monthly average of 123 lbs/day.
If for instance, you plan to discharge at 0.002 MGD (not 0.400 MGD) than
0.002 MGD X 8.34 x 95 mg/L (worst case) = 1.58 lb/day -the limit would be met.
For the OCPSF Subpart I parameters (see 40 CFR 414.90) see the attached file. If you can meet all the concentrations listed in red
or the pounds/day in columns under Daily Max and Monthly avg. than you will not have a problem since these numbers are either
Federal Guidelines or based on Water Quality Standards using the significantly higher discharge flow of 0.400 MGD. I will have to
recalculate numbers when you decide on a max discharge rate but if you are under these numbers you should not have a problem.
This was the fastest way to answer your question.
Your last question - " Next, I was wondering if you could provide me some information on Narrative Standard that is outlined under
the Freshwater Aquatic Life Section. How can I obtain limits for this Standard. " What parameter are you referring to?
Again, to issue this permit we need the General Forms, updated vat volumes and diagrams submitted along with a proposed discharge
rate and a commitment that this project will be completed within a year. This is a major permit and will require EPA approval,
however, with a set time commitment we hope EPA will find the permit acceptable given the unusally circumstances and the fact that
this is a Brownfield site.
Also, a description of how the solids in the bottom of the vats will be handled is needed as well. Please call if you have
questions, Julie
Original Message
From: [e-mail] [mailto:[e-mail]]
Sent: Friday, February 03, 2012 2:37 PM
To: Grzyb, Julie
Subject: RE: Kings Mtn. Venture application
Hello Julie. I hope all is well. Two questions as I create the concentration table for the Kings Mountain Venture Site. One
question was how do I handle if there is no concentration limit listed for a chemical that is outlined in the facility's present
permit pertaining to its categorical classification example would be Acenaphthylene. Next, I was wondering if you could provide
1

me some information on Narrative Standard that is outlined under the Freshwater Aquatic Life Section. How can I obtain limits for
this Standard.
Thanks and I will await your response.
Have a nice weekend.
---- Original message ----
>Date: Wed, 25 Jan 2012 20:46:39 +0000
>From: "Grzyb, Julie" <[e-mail]>
>Subject: RE: Kings Mtn. Venture application
>To: "[e-mail]" <[e-mail]>
>Cc: "Belnick, Tom" <[e-mail]>,"Krebs, Rob"
><[e-mail]>
>Stephen,
> I am glad you will be meeting with Kings Mtn. Venture. The original application is over three years old and was incomplete (no
data was submitted). Please go ahead and revise the Form 1 General portion of this application. This is the portion that was
attached in the last email.
>Also, Kings Mountain Venture must clearly state in a cover letter what they are asking an NPDES permit for, time period,
discharge flow rate, and the exact location of the discharge point. It should be clearly stated that no operations or additional
wastewaters are being produced at this facility and that the permit is being requested in order to dispose of remaining
wastewaters left from..., etc. We will need three copies of all the information (two more copies of the data submitted on 1-18-
2012 are needed as well). Up to date diagrams, tank volumes, etc. are necessary.
>The Mooresville Regional Office will be reviewing the information along with NPDES.
>Please call if you have any questions,
>Julie
> Original Message
>From: [e-mail] [mailto:[e-mail]]
>Sent: Tuesday, January 24, 2012 8:39 AM
>To: Grzyb, Julie
>Subject: Re: Kings Mtn. Venture application
>Good Morning, Julie. Hope you had a nice weekend. I am planning to have a meeting with the owners of King's Mountain Venture
site this week to discuss your the different questions outlined in your email.
>Take Care and I will be in touch next week.
>---- Original message »Date: Fri, 20 Jan 2012 17:03:53 +0000
»From: "Grzyb, Julie" <[e-mail]>
2

»Subject: Kings Mtn. Venture application
»To: "[e-mail]" <[e-mail]>
»Cc: "Belnick, Tom" <[e-mail]>
» Stephen,
» I just wanted to let you know that we received the
» data for Kings Mtn. Venture.
» The original application included Form 1 General
» information with tank volumes and a diagram.
» Please review the originally submitted information,
» which is an attached file, and verify whether it is
» still correct. If'it is not, you must revise and
» resubmit the information. Also, what is the
» timeframe needed for Kings Mtn. Venture to discharge
» these wastewaters and at what flow rate? This
» application can not be processed without this
» information.
» Sincerely,
» Julie
» DWQ logo
» Julie A. Grzyb, Environmental Engineer
» NC DENR / Division of Water Quality / Surface Water
» Protection Section
» NPDES Complex Permitting, Point Source Branch
» 1617 Mail Service Center, Raleigh, NC 27699-1617
» 919/807-6389 (wk); 919/807-6495 (fax)
3

»
» **Please note, my email address has changed to
» [e-mail]
»
»
»
» E-mail correspondence to and from this address may
» be subject to the North Carolina Public Records law
» and may be disclosed to third parties.
»
»Form 1 Generall.pdf (11516k bytes)
4

Grzyb, Julie
From: Grzyb, Julie
Sent: Wednesday, October 26, 2011 9:46 AM
To: Gore, Deborah
Subject: RE: Kings Mountain Ventures discharge
Thanks for looking into it.
From: Gore, Deborah
Sent: Wednesday, October 26, 2011 7:43 AM
To: Grzyb, Julie
Subject: FW: Kings Mountain Ventures discharge
FYI — wish it was better news for you O
From: Lesley, John
Sent: Tuesday, October 25, 2011 3:09 PM
To: Gore, Deborah
Cc: Krebs, Rob; Bell, Wes
Subject: Kings Mountain Ventures discharge
The City of Lowell has denied Kings Mountain Ventures request to discharge wastewater to the Lowell WWTP according to Ben
Blackburn, City Manager. The City decided that their first responsibility was to protect the WWTP from potential damage and
noncompliance and that their cost recovery was not sufficient. Kings Mountain Ventures has offered to do more studies etc. but
so far there is no agreement. JL
John Lesley [e-mail]
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
610 E. Center Ave., suite 301
Mooresville, NC 28115
Switchboard: [phone] Direct line: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed
to third parties unless this content is exempt by statute or other regulation.
i

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,Grzyb, Julie
From: Grzyb, Julie
Sent: Wednesday, October 21, 2009 6:10 PM
To: '[e-mail]'
Cc: Bell, Wes
Subject: Kings Mountain Venture NPDES permit renewal
Stephen,
Thank you for calling yesterday. I will look forward to hearing from you on when additional information will be
submitted regarding Kings Mountain Venture's permit renewal.
Specifically, items needed include:
a request for a stormwater discharge outfall, timeline, drainage area map, stormwater GC/MS sampling data
a wastewater characterization of each of the process wastewaters to be discharged, treatment to be provided,
and the estimated discharge rate(s).
I was glad to hear that you have collected much of this data already, please call if you have any questions.
Also, Tony Chiarella has called and left a message that the legal Department is sending a letter authorizing you to
represent the company for the permit renewal. Hopefully, that will be received shortly.
Julie
Julie A. Grzyb, Environmental Engineer
NC DENR / Division of Water Quality / Surface Water Protection Section
NPDES West, Point Source Branch
1617 Mail Service Center, Raleigh, NC 27699-1617
919/807-6389 (wk); 919/807-6495 (fax)
**Please note, my email address has changed to julie.JrzVlancdenr.Rov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be
disclosed to third parties.
i

.Grzyb, Julie
From: Grzyb, Julie
Sent: Monday, October 19, 2009 3:32 PM
To: '[e-mail]'
Subject: Kings Mountain Venture permit renewal
Stephen Timm,
The current application for Kings Mountain Venture is incomplete and can not be processed without additional
information. The best time to reach me is tomorrow, Tues. 10-20, from 9 am to 10:30 am on my cell at 336-210-8454, I
would appreciate hearing from you. If you can not call at that time please let me know a time you can call either
tomorrow or Wed. and I will make myself available. The only appointment I have is on Tues. from 11:30 am to 1:30 PM
and again it would be best to call my cell if you call before or after the appointment times. I will be back in the DWQ
office on Wed. at 9:30 am and can be reached either on my cell or my office number (919-807-6389).
Thanks and I'II look forward to hearing from you,
Julie Grzyb
Julie A. Grzyb, Environmental Engineer
NC DENR / Division of Water Quality / Surface Water Protection Section
NPDES West, Point Source Branch
1617 Mail Service Center, Raleigh, NC 27699-1617
919/807-6389 (wk); 919/807-6495 (fax)
**Please note, my email address has changed to julie.grzVbnncdenr.gov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be
disclosed to third parties.
1J- icf'°5
Tb� /
61 I; 4 t S' J ` 4‘0
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1

r
SOC PRIORITY PROJECT: No
To: Western NPDES Unit
Surface Water Protection Section
Attention: Gil Vinzani
Date: February 2, 2009
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston
NPDES Permit No.: NC0005274
PART I - GENERAL INFORMATION
Physical Address
1. Facility and address: Kings Mountain Venture #1 LLC 1602 Main Street
17 A Marlen Drive Lowell, NC 28098
Hamilton, NJ 08691
2. Date of investigation: January 22, 2009
3. Report prepared by: Michael L. Parker, Environmental Engineer II
4. Person contacted and telephone number: Stephen Timm, WWTP consultant (484) 634-
0948
5. Directions to site: The site is located at 1602 North Main Street in the Town of Lowell.
6. Discharge point(s): Latitude: 35 ° 17' 13"
Longitude: 81° 06' 13"
USGS Quad No.: F14SE
7. Receiving stream or affected surface waters: South Fork Catawba River
a. Classification: WS-V
b. River Basin and Subbasin No.: Catawba 030836
c. Describe receiving stream features and pertinent downstream uses: Downstream
uses are primarily agriculture and secondary recreation (the receiving stream is
large enough to support swimming, however, swimming is not considered a
frequent use of these waters at the point of discharge).
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater: The applicant proposes to discharge s• 0.200 MG of
wastewater/storm water until the existing tankage is empty. This flow will not be
on a daily basis, but as needed.
b. What is the current permitted capacity: 0.400 MGD

Page Two
d. Description of existing or substantially constructed WWT facilities: The existing
WWT facility was at one time used as treatment for a dye manufacturing
operation. After the plant closed, many of the existing tankage and appurtenances
were vandalized, so they are incapable of operating as they were originally
intended. In this renewal, the applicant plans to modify an existing equalization
tank to effect a batch type treatment for the remaining wastewater held in the
WWTP's existing tankage (see Part IV below). Available treatment will include:
pH adjustment, flocculation, coagulation, mixing, chemical precipitation, and
settling.
e. Description of proposed WWT facilities: There are no proposed WWT facilities.
f. Possible toxic impacts to surface waters: Toxicity testing is required by the
current permit.
2. Residual handling and utilization/disposal scheme: Residuals will be removed as
necessary and taken to a private landfill for disposal.
3. Treatment plant classification: Class IV (based on components that presently exist at the
site).
4. Compliance Background: None for the current facilities.
PART III - OTHER PERTINENT INFORMATION
1. Special monitoring or limitations (including toxicity) requests: None at this time.
2. Important SOC/JOC or Compliance Schedule dates: This facility is neither under an SOC
nor is one being considered at this time.
3. Alternative analysis evaluation: There is no known alternative to a discharge at this time.
The nearest municipality (Town of Lowell) has insufficient hydraulic capacity.
PART IV - EVALUATION AND RECOMMENDATIONS
The applicant, Kings Mountain Venture #1, LLC (KMV) is requesting renewal of the
subject permit. KMV purchased the property and assets of what was formally Yorkshire
Americas, who closed operations several years ago. When the plant was closed, the WWTP was
shut down without the removal of any of the wastewater or residuals. Subsequent to the plant's
closure, the buildings and WWTP were vandalized, which rendered the WWTP incapable of
functioning without a significant expenditure. In addition, rainwater co -mingled with the
wastewater in the various tanks adding to the quantity of contaminated water on -site. KMV
purchased the site in 2008 and has plans to remove the existing tankage so the site can be put up
for sale.

Page Three
Given the fact that the WWTP is incapable of operating as was designed, the new owners
and their WWTP consultant are proposing to utilize a portion of the existing tankage to set up a
batch type treatment process that will allow KMV to remove the wastewater/storm water from
the remaining tanks and discharge this water to the receiving stream under the effluent
limitations contained in the current permit. Each of the tanks described in the application will be
dewatered and pumped to the final "treatment tank", which will be equipped to provide the
necessary levels of treatment to achieve compliance with the current permit limitations. Plans
are to discharge up to 0.002 MGD, however, actual flow will be determined based on settleability
rates and effluent quality.
In conversations with KMV staff, it was pointed out to them the difficulty of
promulgating effluent limitations based on current site conditions, and an inconsistent waste
stream. Furthermore, since this is a one-time dewatering event and there are no plans by KMV to
utilize these WWT facilities in the future, there is really no need for this permit to be renewed
provided KMV can effectively treat and discharge the remaining wastewater/storm water under
the effluent limitations contained in the current permit (due to expire 6/30/2009). KMV staff
have been advised of this matter and have indicated a desire to get the "treatment tank" ready to
accept and treat the water stored in the remaining tanks prior to the subject permit's expiration.
Although it is possible that the state of the current economy may put constraints on how quickly
the site dewatering can be accomplished, KMV staff have expressed a willingness to do whatever
is necessary to get the existing tankage dewatered prior to permit expiration. If this can be
accomplished, there will be no need for permit renewal and it can be allowed to expire and
removed from the Division's records.
Signature of Report Preparer
Water Quality Regional Supervisor
h:ldsr\dsr091kingsmtn.doc
Date

Safe-T-raining and Environmental Services
December 26, 2008
Mrs. Dina Sprinkle
NC DENR/DWQ Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699
Re: Renewal of NPDES Permit NC0005274
PO Box 735 Emmaus PA 18049
Phone: [phone]
Cell: 484-634-0948
JAN 2 2009
Mrs. Sprinkle:
Enclosed is the renewal application for NPDES Pernut NC0005274 for the facility located in Lowell, NC.
The facility is currently a shutdown dye manufacturing operation. The existing wastewater treatment plant
that was used under normal operations has been vandalized and is no longer operational in its present
condition.
Tentative plans are being developed to use the empty southern equalization tank which has an approximate
volume of 400,000 gallons to treat the remaining waste water onsite. Each remaining tank that contains
wastewater will be treated individually or handled as a batch type treatment process in the southern
equalization tank. Prior to treatment, samples will be gathered at different water levels with in the tank to
be treated through bench scale analysis. Once a recipe is determined, the wastewater to be treated will be
pumped to the southern equalization tank for full scale treatment. The estimated volume of the remaining
waster water on -site is as follows:
• AT 1- approximately 633,000 gallons
• PC 2 — approximately 275,000 gallons
• ET 3 — approximately 993,509 gallons
• SC 4 - approximately 93,949 gallons
• Totaling approximately 2,000,000 gallons (Details provided in application).
All treated wastewater will be discharged through Outfall 001 and will not exceed approximately 200,000
gallons a day which is a reduction in flow from the present permit flow limit of 400,000 gallon per day. In
addition to treating the remaining wastewater on -site, the southern most equalization tank will be used to
capture any storm water that may come in contact with the site during demolition activities and cleaning
operations of the buildings during future demolition of the buildings onsite.
Lastly, Outfall 002 will be terminated since it has been historically associated with non contact cooling
water at the site. If you have any questions concerning this application please contact me at 484-634-0948.
Stephen Timm
Safety Training and Environmental Services

Please print or type in the unshaded areas only
(lit! -in areas are spaced for elite type. i.e.. 12 charactersliinch1.
For Approved OMB No. 2040-0086 Approval expires 5-31-92
' . FORM U.S. ENVIRONMENTAL PROTECTION AGENCY I. EPA I.D. NUMBER
INFORMATION F
T,A
1GENERAL
Consolidated Permits Program
NCD04444475
D
GENERAL 1 (Read the "General instructions" before starting.)
j 2 13
14 15
LABEL ITEMS
GENERAL INSTRUCTIONS
I. EPA I.D. NUMBER
If a preprinted label has been provided.
affix it in the designated space. Review the
Information carefully; if any of it is
III. FACILITY NAME
incorrect, cross through i1 and enter the
correct data in the appropriate fill-in area
--- below. Also, if any of the preprinted data is
V. FACILITY
MAILING LIST
absent (the area to the left of the label
PLEASE PLACE LABEL IN THIS SPACE space lists the information that should
appear), please provide it in the proper fill -
i ��9 in area(s) below. If the label is complete
r'. Cand correct, you need not complete Items 1
I. III, V, VI(except VI-B
VI. FACILITY
LOCATION
.
.
t .
•
and which must be
Completed regardless). Complete all items
if no label has been proved. Refer to the
instructions for detailed item descriptions
and for the legal authorization under which
this data is collected.
II. POLLUTANT CHARACTERISTICS
'
UCT O.( : omplete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer "yes" to any
questions, you must submit this form and the supplemental from listed in the parenthesis following the question. Mark "X" in the box In the third column if
the supplemental form is attached. If you answer "no" to each question. you need not submit any of these forms. You may answer "no" if your activity is
excluded from permit requirements: see Section C of the instructions. See a so, Section D of the instructions for definitions of bold-faced terms.
MARK "X"
MARK'X"
SPECIFIC QUESTIONS
YES
NO
FORM
ATTACHED
SPECIFIC QUESTIONS
YES
NO
FORM
ATTACHED
A. Is this facility a publicly owned treatment works
which results in a discharge to waters of the
U.S.? (FORM 2A)
❑
gq
ga
❑
8 Does or will this facility (either existing or
proposed) include a concentrated animal
feeding operation or aquatic animal
production facility which results in a discharge
❑
❑
18
17
18
to waters of the U.S.? (FORM 2B)
19
20
21
C. Is this facility which currently results in
discharges to waters of the U.S. other than
rf�i
�d
❑
❑
D. Is this proposal facility (other than those described
in A or B above) which will result in a discharge
❑
7
'ES
0
those described in A or B above? (FORM 2C)
22
23
24
to waters of the U.S.? (FORM 2D)
25
26
27
E. Does or will this facility treat, store, or dispose of
hazardous wastes? (FORM 3)
❑
E
❑
F. Do you or will you inject at this facility industrial or
municipal effluent below the lowermost stratum
containing. within one quarter mile of the well
bore, underground sources of drinking water?
❑
1133
is
28
29
30
(FORM 4)
31
32
33
G. Do you or win you inject at this facility any
produced water other fluids which are brought to
the surface in connection with conventional oil or
natural gas production. infect fluids used for
enhanced recovery of oil or natural gas, or inject
fluids for storage of liquid hydrocarbons?
❑
a�
❑
H. Do you or will you inject at this facility fluids for
• special processes such as mining of sulfer by the
Frasch process. solution mining of minerals, in
situ combustion of fossil fuel. or recovery of
geothermal energy? (FORM 4)
•
1
❑
(FORM 4)
34
35
36
37
38
39
I. Is this facility a proposed stationary source
which is one of the 28 industrial categories listed
in the instructions and which will potentially emit
100 tons per year of any air pollutant regulated
under the Clean Air Act and may affect or be
❑
[�]�
tii
❑
J. Is this facility a proposed stationary source
which Is NOT one of the 28 industrial categories
listed in the instructions and which will potentially
emit 250 tons per year of any air pollutant
regulated under the Clean Air Act and may affect
❑
❑
located in an attainment area? FORM 5
40
41
42
or be located in an attainment are? (FORM 5) 43
44
45
111. NAME OF FACILITY
c
S
SKIP
Kings Mountain Venture #1, LLC
15
16-29
30 69
IV.
FACILITY CONTACT
A. NAME & TITLE (last, first. & title)
B. PHONE (area code 8 no.)
1586
2
Tony Chiarella, Director of Operations
609
i 8004
15
16 45
46 48
49 51 52 55
V. FACILITY
MAILING ADDRESS
A. STREET OR P.O. BOX
C
3
17 A Marten Drive
15
16 45
B. CITY OR TOWN I C. STATE
D. ZIP CODE I
~
Hamilton—
1 NJ
08691
15
16 40
41 42
47 51 I
VI.
FACILITY LOCATION
A STREET, ROUTE NO. OR OTHER SPECIFIC IDENTIFIER
c
5
1602 Main Street
i5
16 45
B. COUNTY NAME
Gas_tnn_
4b 70
C. CITY OR TOWN
D. STATE
E. ZIP CODE
F. COUNTY CODE I
c
6
Lowell
NC
1
1 28098
15
18 40
41 42
1 47 51
52 54
I
EPA FORM 3S10-1 1tl-'Ittt
CUNT IN('El) ON REVERSE

CONTINUED FROM TI•IE FRONT
•VII. SIC CODES (4-digit, in order of priorry) Efrain
• A. FIRST
c 1 (specify) 9999
1 5. 1 128651r—i Cyclic Organic Byes and Pigs >;t.+� 15
C. THIRD
c I (specify)
15 ,s 17 1 NA
VIII. OPERATOR INFORMATION
c1
s" Stephen Tlmm/Safety Training and Environmental Services
1a iv
C. STATUS OF OPERATOR (Enter the apatopriafe letter into the answer box: if "Other." specify.) D. PHONE (area code. & no.)
F = FEDERAL M = PUBLIC (other than leuerar or stare) (specify) C ' ' If
a?r: a ..
13. SECOND
(specify)
Nonclassiible Establishments
D. FOURTH
(specify)
NA
55 1
P T
P PRIVATE
: B. Is ihe name listed in lien
VI II -A also the owner?
❑ YES NO
S = STATE o = OTHER (,pec,ry) Consultant A f 484 ; ` 634 ! 0948
15 _ r s t S ` 19 . 21 22094285
1 2 �
E. STREET OR PO BOX
PO Box 735
F. CITY OR TOWN
Emmaus
5 15.
X. EXISTING ENVIRONMENTAL PERMITS
A. NPDES (Discharges to Surface Water)
9 I N 1-1 NC0005274
15 1 IC 1.17 113 - -
B. UIC (Underground injection of Fluids
c 7
1 16 ! 17 171
C. RCRA (Hazardous wastes)
C T 1
s R
15 16 17 1 16
55-1_
G. STATE H. ZIP CODE I IX. INDIAN LAND
PA 7 18049 Is We facility located on Indian lands?
_ TH ❑ YES NO
D.
`.,d
PSD (Air Emissions burn Proposers Sources)
•
9 1 P
30 I 15 ( 16. i 17
NA
31;
NA
Xl. MAP
9
15 [11i_, 1;i:a
E. OTHER Ls/NY/AL_
rTrir:j NA
9 i .
NA
E. OTHER (specify)
15 1 16 17
NA
30
(Specify)
(Specify)
Attach to this application a topographic map of the area extending to at least one mile beyond propertyboundaries. The map must
show the outline of the facility, me iocation of each of its existing and proposed intake and discharge structures, each of its
hazardous waste treatment, storage, or disposal facilities, and each well where it injects fluids underground. include all springs,
rivers and other surface water bodies in the ma area See instructions for •recise re•uirements.
XII, NATURE OF BUSINESS (provide a brief..descri•iion)
The facility is a shutdown dye manufacturing operation in Lowell, NC. The existing wastewater treatment plant that was used under
norrhal operations has been vandalized and is no longer operational in its present condition. Tentative plans are to use the empty
southern equalization tank which has an approximate volume of 400,000 gallons to treat the remaining waste water onsite. Each
remaining tank that contains wastewater will treated individually. Prior to treatment, samples will be gathered at differentwateraevels
with in the tank to be treated through bench scale analysis. Once a recipe is determined, probably a combination of flocculent and
coagulant chemicals, the wastewater to be treated will be pumped to the southern equalization tank For fitll.scate tregtnjent. The'
estimated volume of the remaining waster water on -site is as follows:
• AT 1- approximately 633,000 gallons
• PC 2 — approximately 275,000 gallons
• ET 3 — approximately 993,509 gallons
• SC 4 - approximately 93,949 gallons
• Totaling approximately 2,000,000 gallons. (See Attached Sheet)
JAN 2 2009
In addition to treating the remaining wastewater on -site, the southern most equalization tank will be used to capture any storm water
that may come in contact with the site during future demolition of the buildings onsite.
XIi . CERTIFICATION (see instructions)
I certify under penalty of lair that 1 have. personally examined and am familiar with the information submitted in this application and
all attachments and that, based on my inquiry of those persons immediately responsible for obtaining the information contained in
the application. t believe that the information is true, accurate and complete. 1. am aware that there are significant penalties for
submitting false information including the_possibility of fine and imprisonment.
A. NAME & OFFICIAL TITLE (type or print) f B. Si RE C. DATE SIG>�IED
Tony Chiarella
COMMENTS FOR OFFICIAL USE ONLY
-C-.
PORrI 35t0-1

"
39� i
SIN
17'30"
Latitude: 3517'13"
Longitude: 81"06' 13"-
Quad# F14SE
Stream Class: WS-V
Subbasin: 30S36
Receiving Stream: South Fork Catawba River
( ,.
•r'
t
•
NC0005274
Yorkshire Americas, Inc.
•
•
�\ t
J

Wastewater
Treatment
Area
o%
e- I - Jti4;‘) weo tfr-4-5
'3 —3 "•ee`j
(pc. - Z. )
I. a 1 ' 1 ~ eVk
1 1 1 rp2c-cis
J

ie:nA LCS. MUMAER(.uG>iuci /los 1 .-,l: o: nl t);
rc nts Appreved.
f_1MO tuu 2O4O- X1E# .
Approval expires 3-31
ev•l
Clause print or vrni :r, cn13 r U11.433Cy ulcr 1r-�
— TM
L. •_ -
MtsN!UFACT11ATN(3,
.� �
-....�..
,."�••�= ,.„.,�-.
,.at
--••••.at-.-...�
PROTECTION AGENCY
PERM T TO DISCHARGE WASCEWATER
MINING AND SlLVIC{.fi, r•i.iRAl_ iOPERATiONS
:''''. - _ 3 rIW r.i1ii 71.. :" LLn
I . _ _
.+«:==av�suaar.+ra,;amrl
+'.iP`W _
..... ..
pe
S rOFIrt
sup I
i Lk
,,o1
L
44/Ez,,os.,l:ff_4
tui'A`L. :,,.,
LOCATION fi ^ � -
U.S. ENVIRONMENTAL
APPLICATION FUA
COMMERCiAi.,
n^' ^(i•
?,
I. OiJi'F'ALL
.
For each autfall, Iist the latitudeandlongitude of it; location to t u nearest 15 seconds and the name of the receiving water.
A. O'UTFALL
NUMUER
fXI./
U. LATITUDE
C. LONGITUDE
3-4, RECEIVING WAiCN (name)
South Fork Catawba. Rive.r.___..-.._.________ ._..._._.
1. Oa..
t..IN.
). 113C.
1.1310
J. MIN.
3. fl[f_.
001
35
17
13
81
06
r 13
a
II. ROWS, SOURCES
OF POLLUTION, AND TREATMENT TECHNOLOGIES
intake water, operations contributing wastewater to the affluent,
item S. Construct a water balance on the line drawing by showing average
cannot be determined fag., for certain mining activities), provide a
or treatment measures. , e„ ch$d 1
A. Attach a line drawing showing the water flow through the facility. Indicate sources.of
and treatment units labeled to correspond to the more detailed descriptions in
Sows between Intakes, operations, ttreettnefst units, end airfoils. If 6 water balance
pictorial description of the nature and amount of any sources of water and any collectian
B. For each outfall, provide a description of: It) All operations contributing wastewater to the effluent, including process wastewater, sanitary wastewater,
cooling water, and storm water runoff; R2l The average flaw tomrihuted by each operation; and (3) The treatment received by the wastewater. Continuo
on additional sheets if nocemary.
t.0U7-
r'ALLN
((Ell
X. O RATtON(SI CONTRIBUTING rLow
3. TREATMENT
a. orever.•ricsu Wit)
b. AVERAGE FLOW
(inducts uni40
a. DESCRIPTION
. LIST cones FROM
TA aLE 2C-1
001
All tanks contain a comb.
Weather
Treatment will be __-,-___1-G
determined through bench
_
1-0
2-D
2-C
of treated,untreated,
Dependant
storm water from past
ing_but will
1-U
o erations
include possible pH
i
adjustment, -].osculation
agud.1t L , ,
heroical precipitation
and settling.
. — -f
-- - -t--
.
_
_ a
.
-
{PFIr5C2PL
ig.:
titsa ONLY (Thus e; ,rut liin
......-..-..".. . .......,,.,,..e.....�
a &..1b-eFtagOraca)
. _
_ .. -. - ...-o...zw........-, o„isevmowr.�w�oa..-
A Farm 3510-20 WW1

CONTINUED FROM THE FRONT
C. Except for storm runoff, leaks, or spills, are any of the discharpes described in items II -A or ©intorminent or seasonei7
f7 YES (complete the following rob'.) ONO (go ro Section Ill)
�S
1. OUTFALL
NUMBER
(Jilt)
2. OPERATION(I)
CONTRIBUTING FLOW
(Iflt)
3. FREQUENCY
4. FLOW
e. DAYS
PER WEEK
(specify
average)
b. MONTHS
PER YEAR
(specify
average)
a. FLOW RATE
(in reed)
b. TOTAL VOLUME
(specify with unit.)
c. DUR-
N
ATt yi
(in days)
I• I. ONO TIT RN
Avennos
-. nA,%IM UM
��.
I.'o"D "INN
v
a. NxziN N
vA LYu
001
TBD—
111. PRODUCTION
A. Does an effluent
[J Yes
Outlined in Section IIA
The facility can not determine
since it is unable to determine
treated wastewater. But,
not discharge more then 2C0,000
activities.
guideline limitation promulgated by EPA under
(complete Item I1l•B)
TBD
the
the
It can
gallons
Section 304
TBD
prese
settability
be assumed
of the Clean
TBD
t rate
the
per day
Water Act apply
r]No (to to
0.2MGD
of the
rate of
the facility
ased ori
to your Facility?
Section IV)
TBD
discharge
the
past
TBD
will
TBD
B. P-e the limitations in the applicable effluent guideline expressed in terms of production (or ocher measure of operation)?
(—Ives (complete Item Ill•C) R] NO (go to Section IV)
C. If you answered yes- to Item III-B, list the quantity which represents an actual measurement of your level of production, expressed in the terms and units
used in the applicable effluent guideline, and indicate the affected outfalls.
1. AVERAGE DAILY PRODUCTION
2, AFFECTED
OUTFALLS
(list outfall numbers)
a, QUANTITY Faw MAY
b. uNIre or NaAsuw[
C. ION, .w ooucr, MArawu�, arc.
(specify)
NA
IV. IMPROVEMENTS
A. Are you now required
water treatment equipment
but is not limited to,
or loan conditions.
by any Federal, State or
or practices or any other
permit conditions, administrative
yes
ocal authority to meet any implementation schedule for the construction, upgrading
environmental programs which may affect the discharges described in this application?
or enforcement orders, enforcement compliance schedule letters, stipulations,
(complete the following table) [4No (go to Item IV, B)
or operation of waste•
This includes,
court orders, and grant
1, IDENTIFICATION OF CONDITION,
AGNI[MENT, ETC.
2. AFFECTED OUTFALLS
2. BRIEF DESCRIPTION OF PROJECT
4. PIMA
aVe. IReR[-O
M
Pi GYFRROO-
[, NO,
t1, SOW eC■ OF DIe CNA RI. It
8. OPTIONAL: You may attach additional sheets describing any additional water pollution control programs (or other environmental projects which may affect
your dixharyes) you now have underway or which you, plan. Indicate whether each program is now underway or planned, and indicate your actual or
Planned schedules for construction. OMANK "X" IF Dttscei TION OF ADDITIONAL CONTROL PROGRAMS IS ATTACHED
a,•
etre 361 O-2C (Rev. 2-85)
PAGE 2 OF 4
CONTINUE ON PAGE 3

CONTINUED FROM PAGE 2
EPA I.D. NUMBER (copy from Item 1 of Form li
NCD04444475
V. INTAKE AND EFFLUENT CHARACTERISTICS
A, B, & C; See instructions before proceeding — Complete one set of tables for each outfall — Annotate the outfall number in the space provided.
NOTE: Tables V-A. V-B, and V-C are included on separate sheets numbered V-7 through V-9.
D. Use the space below to list any of the pollutants listed in Table 2c-3 of the instructions, which you know or have reason to believe is discharged or may be
discharged from any outfall. For evary pollutant you list, briefly describe the reasons you believe it to be present end report any analytical data in your •
Possession.
1. POLLUTANT
2. SOURCE
I. POLLUTANT
2. SOURCE
No pollutnats
outlined in
Table 2C-3 are
know to be present.
VI. POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS
Is any pollutant listed in Item V-C a substance or a component of a substance which you currently use or manufacture es an intermediate or final product or
byproduct?
[_I Y ES ills( all sur)I pollutnnts below)
[XNO (go to Item VI•B)
PAGE' 3 OF .t CONTINUE ON REVERS'
EPA Form 3510-2C (9-90)

PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY. You may report some or all of
this information on separate sheets (use the same format) instead of completing these pages.
SEE INSTRUCTIONS.
EPA 1.0. NUMOER (copy from Ikon 1 of Form 1)
NCD04444475
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2•C)
table. Complete one table for each outfall. See instructions for additional
OUT FALL NO
001
PART A • You must provide the results of at least one analysis for every pollutant in this
details.
1. POLLUTANT
2 EFFLUENT
3. UNITS
(sP. Ci(r if blank)
4. INTAKE (upr(unal)
a. MAXIMUM DAILY VALUE
MAXI ty��M 70 pAY VALUE
�I/ ova la ble)
a.LONG TERM AVRG VALUE 1
(it oua/fable) I
d. n O. O F
ANALYSES
a. LONG
AVERAGF
TERM
VALUE
l�l .+was
b. NO. OF
ANALYSES
a*THATICONCN-
TF+ATION
b. MASS
til
C4NCC NITRATION
(e)Mwss
(l)
CaNCCNITN wT,OH
III uAss
Ill
CONIC [NTa ATION
(�I Mas+ jl
.rr
cONccNTnA r.ON
a. Biochemical
Oxyge(0D) Demand
(eoD)
Analys
Y
s will beperformed
duringNextplanned
1
discharge
g event at the
facili-
-Y
b. Chemical
Oxygen Demand
(COD)
c. Total Organic
Carbon (TOG')
d. TOtel Sufponded
SOlids (TSS)
a. Ammonia (as NI
f- Flow
VALUE
VALUE
VALUE
VALVE
Q. Temperature
(winter)
VALUE
VALUE
VALUE
'C
VALUE
h.T/mpRatura
(mummer)
VALUE
VALUE
VALUC
oc
VALVE
i. nH
MINIMUM
MAXIMUM
MINIMUM
MAXIMUM
STANDARD UNITS
PART B - Mark "X•' in column 2-a for each pollutant you know or have reason to believe is present. Mark "X" in column 2-b for each pollutant you believe 10 be absent. If you mark column 2a for any pollutant
which is limited either directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that po lutant. For other pollutants for which you mark
column 2a, you must provide quantitative data or an explanation of their presence in your discharge. Complete one table for each outfall. See the instructions for additional details and requirements-
1. POLLUT-
ANT AND
CAS NO.
Of (refillable)
2. MARK'X'
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a• Ve,
Rc�
`seNT
b. ae-
��.❑
sr.:".
e. MAXIMUM DAILY VALUE
b. MAXIMUM 10 OAY VALUE
(1 ova a e)
c.LONG TAR a a `G VALUE
(,f ���J
ENO. OF
ANAL-
YSES
a. CONCEN•
TRATION
b,MASS
a. LUNG TERM
AVERAGE VALUE
a NO OF
ANAL.
Il)
cONIce Tw Ar,oN
(') MAss
ill
cn,aca• cATIow
I I MASS
I')
CONIC. NTTTT MN
(rl �'' Ass
CONS ArloN
tr)MA[s
R. Bromide
(24959-67-9)
b. Chlorine.
Total Rasiduel
c. Color
d. Focal
Collforrn
a, Fluoride
(181184-48-8 )
f. Nttrets--
Nllrttw (es N)
EPA Form 3510 2C (8-90)
PAGE V-1
CONTINUE ON REVERSE

ITEM V-13.CONTINUED FROM
tiv,
P�ILLUT•3.
NTAND
NO._
(1/svapabl!)
•
Ea..MARK'X'
EFFLUENT
4. UNITS
5. INTAKE (optional)
a. as-
Itvtotl�v�o
►wt-
sew"'
b, at -a.
wa-
ANT
MAXIMUM DAILY VALUC
b. MAXI '!Y VALUE
,nuc Q
V�)
C.t.or4-0,
ot,
f VALULr
1
d. No.oF
ANAL-
YSES
e CONC6N•
TRATION
b. MASS
a �,p�{. E
T IXtCAB
A1/EFTAGE 1�ALUC
b. NO.OF
ANAL-
YSES
Ili
CONCtNT1�ATION
IZ) w1Aft
(1)
CONCTTTTTTION
(t) ma.'
CONCTTTTTTION
lol MASS
(�)
CONCtNTRATioN
(1) MA9.s
li; Nitrogen,
T0tli;organic
roiN
analysis
will
be performed
during
next planned
discharge
event
at
the facility.
h. 011 and
Gramm
1. Phosphorus
(ai P). Total
(7723.14.0)
I. Radioactivity
(1) Alpha,
Total
(2) Beta,
Total
(3) Radium,
Total
(4) Radium
226. Total
k. Sulfate
(as SO4)
(14806.79-8)
I. Sulfide
(as S)
m. Sulfite
ON SO3)
414265-45-3)
.�
n. Surfactants
o. Aluminum,
Total
(7429-90.5)
p. arum,
Total
(7440.39.3)
q. Boron,
Total
(7440-42-8)
r. Cobalt,
Total
(7440-48-4)
a. Iron, Total
(7439-89-6)
1
L Magnaslum,
Total
(7 439-95.4)
'"
u. Molybdenum,
Total
(7439.88.7)
v. TMianrfanesa,
Total
(7439.96.6)
t
ti-
w. Tin. Total
(7440.31-5 )
x. Titanium. Total
(7440-32-5)
EPA Form 3510.2C (8-90)
PAGE V-Z
CONTINUE ON PAGE V -3

CONTINUED FROM PAGE 3 OF FORM 2-C -
EPA I.D. NUMBER (copy from Item 1 of Form I)
NCD4444475
OUTFALL NUMBER
001
PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X" in column
2-a for all such GC/MS fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you are not required to mark column 2-a (secondary industries, nonprocess
wastewater outtalk, and nonrequired GC/MS fractions'. mark "X" in column 2-b for each pollutant you know or have reason to believe is present. Mark "X" in column 2-c for each pollutant you
believe is absent. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant -If you mark column 2b for any pollutant, you must provide the results
of at (east one analysis for that pollutant if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4
dinitrophenol, or 2-methyl-4, 6 dinitrophenol, you must provide the results of at least one analysis for each of these pollutants which you know or have reason to believe that you discharge in
concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column 2b. you must either submit at (east one analysis or briefly describe the reasons the pollutant is expected to
be discharged. Note that there are 7 pages to this part; please review each carefully. Complete one table (all 7 pages) for each outfall. See instructions for additional details and requirements.
1. POLLUTANT
AND CAS
NUMBER
(If available)
2. MARK •x•
3. EFFLUENT
4. UNITS
5. INTAKE (optional/
'LT."'
ma
Rc-
ou1R-
EO
b-••'
LICVQOLIQV6C
♦Rc-
ilNT
a ••'
Ae-
satyr
o. MAXIMUM DAILY VALUE
b. MAXI M 3 D^ Y VALUE
b! J
ovaia Q
C.LONG T M
aVarn
�(�
VALUE
���7- V
@
(=l MAff
d, NO.OF
ANAL
ANAL-
YSES
a GONCeN-
TRATION
b. MASS
\
e. LONG
AVERAGE
TERM
VALVE
(,I MASS
b. HO.OF
ANAL -
YSES A
(i)
CONE CNTRATION
(a) Ilwss
CO
coNcawrn AT1oN
(,) MA1f
1
CONCENTRATION
(I) CUNCBN•
!RATION
METALS, CYANIDE, AND TOTAL PHENOLS
1M. Antimony.
Total (7440-36-0)
Analylis
will be performed
during the
next planned
discharge
event
at
the facility.
2M. Arsenic, Total
(7440-38.2 )
3M. beryllium,
Total, 7440.41.7)
4M, Cadmium.
Total (7440.43.9)
SM. Chromium,
Total (7440-47-3)
6M. Copper. Total
(1440.50-8)
7M. Lead. Total
(7439-92-1)
OM. Mercury, Total
(7439-97-6)
9M. Nickel, Total
(7440-02-0)
10M. Selenium,
Total (7782-49-2)
11M.Sliver, Total
(7440.22.4)
•
12M. Thallium,
Total (7440.28.0)
13M. Zinc, Total
(7440-66-6)
14M. Cyanide,
Total (57-12-5)
16M. Phenols,
Total
DIOXIN
2,3,7,$-Tetra-
chloredthem o-P-
Dloittn (1764,01.6)
DESCRIBE RESULTS
EPA Form 3510-2C (8-90)
PAGE V-3
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND CAS
NUMBER
(I QYO(IQ�Ia)
a.
MURK
x•
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
aTUST�b►
lea
Itr•
pea .
at-
Itvlto�levte
►wc-
fRNT
a et-
ANT
fRNT'
a• MAXIMUM DAILY VALUE
b. MAX IVIr 3A fAY VALUE
auQ a1
c.LONG T M AA��[[�� VALUE
�(�QV01lQblE�•
BANAL-F
VSES
a CONCEN•
TRATFON
MASS
a. LONG
AVERAG
(I) CONCUN-
T //A71ae
TERM
VALUE
(Z) MAfi
b. NO.OF
ANAL -
YSs:S
CONCt(TIIATIpN
1=I MArf
caecaa...stae
(_) MAff
CONcaN4.1 TNAl10N
(2) MA%I
CMS FRACTION
- VOLATILE
COMPOUNDS
le
07-022--8)ln
Analysis
will be
performed
during
.he next
planned discharge
event
at the
facility.
2V. Acrylonitrlle
(107-13-1)
3V. Bonzono
(71.43-2)
4V. Ble (Chloro-
rrrathyl) Ether
(542.88.1 )
~
5V. Bromoiorm
(75-26-2)
`
6V. Carbon
Tetrachloride
(56-23-5)
7V. Chlorobenzene
1108.90.7 )
8V. ChlorodI.
bromomothano
(124.48.1)
9V. Chtoroethano
(75-00-3)
10V.2-Chloro-
othylvInyl Ether
(110-75-8)
11 V. Chloroform
(67-68-3)
12V. Dlehloro-
bromomothano
(75-27-4)
13V. Dlchloro-
difluorometheno
(75-71-8)
14V. 1,1-Dichioro-
ethane (76-34-3)
16V. 1,2-13Ichloro-
ethane (107-06-2)
18V. 1,1-Dlchtoro•
ethylene (75-35-4)
-,--
17V. 1,2-Dichloro-
propane 178-87.6)
18V.1,3-Dichloro-
aomlene (&4Z•76-8)
19V. Ethylbenzene
(100.41-4►
20V. Methyl
Bromide (74-83-9)
21V. Methyl
Chloride (74.87.3)
EPA Form 3510.2c (6-
PAGE V-4
CONTINUE ON PAGE V-t

CONTINUED FROM PAGE V-4
1. POLLUTANT
AND CAS
NUMBER
(ijauallable)
2. MARK •x•
3. EFFLUENT
4. UNITS -
5. INTAKE (optional)
aTtaT•
�Nq
gvle-
CO
et-
r:::;
isnT
Get-
�A".
siNT
a, MAXIMUM DAILY VALUE
b. MAXI M 3
aua
p Y VALUE
O @)
b�
c.LONG T M VALUE
J�jt �j�(�
(tfaWatloblQ�•
Q NO.OF
ANAL-
YSES
a. CONCEN•
TRATION
b. MASS
a. LONG TERM
AVERAGg VALUE
b. ND.OF
ANAL -
Y$E$
I�1-
CONCtNTNATION (31 Mwfs
'CONCRNTRA TION
la) .rwst
CONC[NT Ar10N
(a) MAss
(s) toNC[N-
TRAT1pN
{a) MMs
GC/MS FRACTION
— VOLATILE COMPOUNDS
(continued)
22V. Methylene
Chloride (75-09-2)
Analysis
lill
be performed
during
the
next planned
discharge
event
at
the facility.
23V. 1,1.2,2-Tetra-
ch)oroethane
(79-34-5 )
24V. Tetrechloro-
ethylene (127-18-4)
25V. Toluene
(108.88-3)
26V. 1,2-Tram
Olehtoroethylene
(156-60.6)
27V. 1,1,1-TrI-
chloroethane
(71-55.0)
28V, 1,1,2-Tri-
chIoro.thano
(79.00.6 )
29V. Trlchloro-
ethylene (79-01-6)
30V. Trichloro-
f luoromethane
(75.69.4)
—'
31V. Vinyl
Chloride (75-01-4)
GC/M9 FRACTION — ACID
COMPOUNDS
1 A. 2-ChlorophenoI
(95-57-8 )
•
2A. 2,4-D tch Toro.
phenol (120-83-21
1'
3A. 2.4-D imethyl-
phenol (100-67-91
4A. 4,6-Dinitro-O-
Cresol (534-52-1)
5A. 2.4-0lnitro-
phenol (51-28.5)
OA. 2-Nltrophonol
(88.75-5)
7A. 4-N Itrophenol
(100-02-7)
8A. P-Chloro-M-
Cr000l (59-50-7)
9A Pentechloro-
phenor (87-86-5)
10A:.Phenol
'.: Tri-
nii of
e I
.
..
.
EPA Form 3510-2C (8-90)
PAGE V-5
CONTINUE ON REVERSE

•
CONTINUED FROM THE FRONT
I. POLLUTANT
AND CAS
NUMBER
(if available)
2. MARK 'x'
3. EFFLUENT
4. UNITS
5. INTAKE (uptin,lal)
dTc.T
e
on:.
h ■c-
eaeo�rwsr<c
•t .;
G •c•
"ft*
A. MAXIMUM DAILY VALUE
R. MAX11M�M 3 DAY VALUE
t apal a CJ
(i (( bl
C.LONG Y M VALUE
}� AA{{[(��
JoDatlRble�
tt NO.OP
ANAL-
YSES
a. CONCEN
TRATION
b. M ASS
a. LONG
AVERAGE
TERM
VAt,UE
It) .6.6.
b. NO.OF
ANAL
YSES
1.1 {s) rlwaf
CONCt NTw ATION
111
cOOCtoT..w T,o••
(:1 ..A�!
1�1
CDoc[NTMATION
14 .AA.•
1.I coot••••
TawiroN
GC/MS FRACTION — BASE/NEUTRAL
COMPOUNDS
18.Acenaptlthene
(83-32-9)
Analysis
will
be performed
during the
next planned
discharge
event
at
the facility.
28. Acenaphtylene
(208-96-8)
3B. Anthracono
(120-12-7)
r
4B. Benzidine
(92-87-5)
1
5B. Benzo (a)
Anthrecene
(56-55-3)
J
.•
813. Benzo (a)
Pyrene (50-32-8)
78. 3,4-Bonzo-
lluoranthene
(205-99-2)
88. Benzo (Phi)
Perylene
j 191.24-2)
98. Benzo (k)
F luo►anthene
(207.08-9)
108. Ells (2-Chloro-
etthory) Methane)
(111.91-1)
'"'—""'
11 B. Biz (2-Chtoro-
ethyl) Ether
(111-44-4)
7
7
128. BIS 2-Chloroiso•
p Etter (102-50-I)
138. Biz (2-Ethyl-
heryl) Phthalate
(11741-7)
_ 149, 4-8rarno-
phprwl Phenyl
.Eth. (101.65-3)
15B. Butyl Benzyt
Phthillata (80.68-7)
116Sv3-Chioro-
taiens
1.785541-7CChlofo-
PbiatiitPhenyl
• Blite t.1005.72.3)
'i88 Chrysane
121841-9)
19B..D1benzo (a,h)
;Anthrecane
(53-70-3)
200. 1,2-Dlchloro-
benzene (95-50-1)
I218. 1,3-Dichloro-
benzene (541-73-11
EPA Form 3510-2C (8-90)
PAGE V-6
CONTINUE ON PAGE V-7

CONTINUED FROM PAGE V-8
i. POLLUTANT
AND CAS
NUM6ER
(ltaValialNe)
2. MARK .x•
• 3. EFFLUENT
4. UNITS
5. INTAKE (lepriunol)
arra'
/Mf.
w.-
:A.-,
AO
b..r-
�t►ay.okl.va
ewe.•
17 4i
ere•b.
q
w�-
..MT
a. MAXIMUM DAILY VALVE
MAXIMUM 3. Dte7 VALUE
(iiaua►+able
C.LONG T jtM
atta
AVRG. VALUE
a e
ct. NO.OF
ANAL,
TSES
a. CONCEN-
TRATIgN
b. MASS
n. LONG
AVERAGE
TERM
VALUE
(,) .Ast
b. NO.OF
ANAL-
V SES
Ili Is) ma
CONC. ref w ATION
111 0) .wwsa
CONC k WIN arsond
(/)
CVNC.NTNATIOM
lel s.Ass
( 1 cal«et«•
TNA TION
GC/MS FRACTION
— BASE/NEUTRAL
COMPOUNDS (continued,
R �0I I �a
Ar.alylis
will be performed
during the
next planned
discharge
event
at
the facility.
-238. 3,3'-D ich loro-
t lgtl[[dlns
(9.144L1)
P lste
(0466.2)
'22 41:!PRgthyl
-~—
--
•' b)-N-ButylAi"741at-21
.27,8. 2.4-DInItro-
talu.rto_(121-14-2)
.
• 288. 3.8-DInitro-
toluen. (606-20-2)
'298. D1-N-Cctyl
Phthelst.
(117.84-0)
308.1.2.Otphenyi-
hydrssin. (as Aso-
&Asy tt) (122.66-71
l
318. Fluorsnthene
(206.440)
328. Ptuoren.
(86-73-7 )
338, li chbtobentene
(1i8•74-I)
348. H sxs-
chlorobutadlsne
(87-68-3)
358. Hexechloro-
cyclopentadtene
(77-47-4)
368. Hexechloro-
sthan. (67-72-1)
378.Indeno
(1.2.3•cd) Pyrana
(193-39-5)
388. lsophorone
(78-59-1)
398. Naphthalene
(91-20-3)
4013. Nitrobenzene
(98-95-3)
418. N-Nitro-
sodlmethylamina
(62-75-9)
428. N-N(trosodi-
N-Propylamine
(621-64-7)
►
_
EPA Form 3510-2C (8-90)
PAGE V-7
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND CAS
NUMBER
((javafJoblc)
Z. MARK •x•
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
arctr
«c
wt•
on;-
ra
b es'
a►Rvtoa►evsr,
►wt•
•a«r
_
C •c'
a. MAXIMUM DAILY VALUE
b. NIAXIIy�.IM 30 pqY VALUE
(1lCuWfablsJ
c.LONC TFRM tai VALUe
(Y/auaiiab[e?'
d NO.OF
ANAL
VSES
A. CONCEN•
TRATION
MASS MASS
r LONG
TERM
VALVE
fo1 ..wit
b.No.Or
gNAL•
ySES
w�•
tt«r
(►) (sl Mass
co«c►«rwwr►o«
(►I
O'.CYN►NAr►OM
(r) watt
I'I
CO..fcNviaAIION
l•l mast
Isi CO"CC..
ATION
GC/MS FRACTION
— BASE/NEUTRAL
COMPOUNDS (continued)
438. N-Nitro-
wdlphenylemtne
(8&30-8)
Analysis
will be
perf ormec
during the
next rlanned
discharge
event
at the
facility.
449.Phenanthrono
(85-01.8 )
468. Pyrene
(1 29-00-0)
488. 1,2,4 - Tr I-
chlorobenzeno
(13043-1)
,
GCIM$FRACTlON
— PESTICIDES
fP.`,d ein
(30910-2)
2P. Q4BHC
(319.84.8)
3P. NC
(31 -7)
4P. -t3HC
(68-89-9)
5P. a-BHC
(319-86-8)
-
6P. Chlordane
(57-74-9)
7P. 4,4'-DOT
(60.29.3)
8P. 4,4'-DOE
(72-68-9 )
9P.4,4'-OD0
(72-64.8 )
10P. Dieldrin
(60.87-1)
•
11P. a-Endosulfen
(115-29.7)
12P. j3-Endosulfen
(115.29-7)
13P. Endosulfen
Sulfate
(1031-07-8)
14P. Endrin
(72-20-8)
15P. Endrin
Aldehyde
(7421-93-4)
16P. Heptachlor
(76-44-8)
♦
EPA Form 3510-2C (8.90)
PAGE V-8
CONTINUE ON PAGE V-9

CONTINUED FROM PAGE V-B
EPA I.O. NUM2to r o4m741em 1 o/Form 1JJOUTF161 NUMBER
1. POLLUTANT
AND CAS
NUMBER
(!/auo!!abl�J
2.
MARK 'x•
3. EFFLUENT
4. UNITS
5. INTAKE Optional)
n*"�T
Ma
wll•
oulw-
b' •w'
LIQVeacsaveD
•wk.
ITN
_
Cow-
ww-
0. MAXIMUM DAILY VALUE
b. MAXi M s b Y VALUE
,)1 p p
ova a
—�--}
ER AYFt�.
C.LONG T(_f M )lab VALUE
t aua cIb.
NO.OF
ANAL-b-
YSES
i. CONCEN-
TRATION
MASS
a_ LONG
AVERAGE
TERM
VALUE
(fI MA••
NO.OF
ANAL.
YSES
•!NT
('I
CONCLNTRATION
(//i MASI
III
tONCtNTNAfION
(t) ..wtl!
_
(f)
CONCwNTwATION
1,1 NA~r'
1 cVNt.N•
( ) c."CN
GC/MS FRACTION
— PESTICIDES
(continued)
17P. Heptachlor
Epoxide
(1024-57.3)
Analysis
will be
preformed
during the
next planned
discharge
event
at the facility.
18P. PCB-1242
(53469-21-9 )
19P. PCB-1254
(11097.69.1)
20P. PCB-1221
(11104-28.2)
y
•
21P. PCB-1232
(11141.16.5)
I
22P. PCR-1248
(12672.29.6)
23P. PC9-1260
(11098-82.5)
24P. PC8-1016
(12674.11-2 )
25P. Toxepliene
(8001-36-2)
V -9
:PA Form 3510-2C (8.90)

CON(trlUED F41O1,4 T}3E FRONT
itii. BlotaFr At TXECTY T oIESTING DATA
A
Co you hove any knowledge or reason to bl.te.e that any biological test for rt._to o chronic toxicity has been made on any of your discharges or on a
3 reoeivin{j water in relation to your discharge w:7hi the Last 3 yrafs?
* A Chronic Toxicity Definitive with Ceriodphnia was performed on September 15, 2008
to determine the quality of water in the equalization tank prior to discharge. Thel
water passed the iFst
1
* A Chronic TElxicity Pass/Fail with Ceriodaphnia dubia was performed for compliance 1
against the facility's current permit when the ' water in the 400,000 gallon tank
was discharged in the months of November and December. The water passed the testa
III.CONTRACT ANALYSIS INFORMATION
Vero any of the analyses reported in Item V performed by a contract laboratory or eon;:Jting firm?
Yes Mgt the name, nddr. &, and telephone number of and put(utanhe
unal>. ec/ b+-, each euCI: kfhonrtory or Jinn below)
A. NAME
Analysis to be performed at a later time once wastewater is treated and ready
for discharge.
E. AOORE55
i jNO (go to Section IX)
EL6TH UUNE i-5t-CirrAfR Ts ANALY'TI?p
(area:oded no.
IX,CCEFlTIFICATION •
Ark
1 certify under penalty of law that this document end all attachments were prepared under my direction or supervision ire accordance with a system designedto
a assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person Of persons who manage the system or
those persons directly responsible forgathering the information, the information submitted is, to the best of my knowledge and belief, (rue, accurate, and complete.
! am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knnw,nq violations
A. I./Am!: a Of, ICIAf Trrt.l' U t'tIONI: 1,1:1 ., ..
Tony Chiarella, Director of Operations
EPA Korn, 3510-2C {8-90)
PAGE SOFA
609- 586-8004
i Z - l -- 08
1
4

Form Approved. OMB No. 2040-0086.
Please print or type In the unshaded areas only.
, FORM
U.S. ENVIRONMENTAL PROTECTION AGENCY
I. EPA I.D. NUMBER
GENERAL INFORMATION
s
VA
c
1
&EPA Cansoifdated Permits Program
"General/nstrucnons"
F
NCD04444475
❑
GENERAL
(Read the before starting.)
1
2 12
N
13
LABEL ITEMS
GENERAL INSTRUCTIONS
If a preprinted label has bean provided. affix it in the
designated space Review the information carefully: If any of it
I. EPA I.D. NUMBER
is incorrect, cross through It and enter the correct data in the
appropriate fill-in area below. Also, if any of the preprinted data
III. FACILITY NAME
PLEASE PLACE LABEL IN THIS SPACE
is absent (the area to the let of the label space lists the
information that should appear), please provide it in the proper
fill -In area(s) below. If the label Is complete and correct, you
V. FACILITY MAILING
ADDRESS
need not complete Items I, III, V, and VI (except Vl•B which
must be completed regardless). Complete all Items if no label
has been provided Refer to the Instructions far detailed item
VI. FACILITY LOCATION
II. POLLUTANT CHARACTERISTICS
INSTRUCTIONS: Complete A through
submit this form and the supplemental
you answer "no" to each question,
instructions. See also, Section D
J to determine whether you need to submit any permit application forms to the
form listed in the parenthesis following the question. Mark 'X" in the box in the
you need not submit any o these forms. You may answer "no" if your activity is excluded
of the instructions for definitions of boldfaced terms.
descriptions and for the legal authorizations under which lids
data is collected.
EPA. If you answer "yes' to any questions, you must
third column if the supplemental form is attached. If
from permit requirements; see Section C of the
Mark 'X'
Mark 'X'
SPECIFIC QUESTIONS
YES
NO
FORM
mcH ED
ATTACH
SPECIFIC QUESTIONS
vas
NO
FORM
H
ATTACHED
A. Is this facility a publicly owned treatment works which
results in a discharge to waters of the U.S.? (FORM 2A)
X
8. Does or will this facility (either existing or proposed)
include a concentrated animal feeding operation or
aquatic animal production facility which results in a
15
Ir
le
discharge to waters of the U.S.? (FORM 28)
la
20
21
C. Is this a facility which currently results in discharges to
waters of the U.S. other than those described in A or 8
2C)
X
D. Is this a proposed facility (other than those described in A
or B above) which will result in a discharge to waters of
the U.S.? 2D)
X
above? (FORM
22
z2
2,
(FORM
25
23
2?
E. Does or will this facility treat, store, or dispose of
hazardous wastes? (FORM 3)
X
F. Do you or will you inject at this facility industrial or
municipal effluent below the lowermost stratum
containing, within one quarter mile of the well bore,
X
23
23
20
underground sources of drinking water'? (FORM 4)
21
22
23
G. Do you or will you inject at this facility any produced water
or other fluids which are brought to the surface in
connection with conventional ell or natural gas production,
inject fluids used for enhanced recovery of oil or natural
gas, or inject fluids for storage of liquid hydrocarbons?
X
H. Do you or will you inject at this facility fluids for special
processes such as mining of sulfur by the Frasch process,
solution mining of minerals, in situ combustion of fossil
fuel, or recovery of geothermal energy? (FORM 4)
X
(FORM 4)
s,
35
za
22
2a
2a
I. Is this facility a proposed stationary source which is one
of the 28 industrial categories listed in the Instructions and
which will potentially emit 100 tons per year of any air
pollutant regulated under the Clean Air Act and may affect
X
J. Is this facility a proposed stationary source which Is
NOT one of the 28 industrial categories listed in the
instructions and which will potentially emit 250 tons per
year of any air pollutant regulated under the Clean Air Act
�/
X
or be located in an attainment area? (FORM 5)
.2
it
Q
and may affect or be located in an attainment area?
(FORM 5)
0
ii
6
III
c
1
NAME
SKIP
OF FACILITY
Kings Mountain Venture .1, LLC
M
ra - 1a
2a 62
IV
FACILITY CONTACT
A. NAME & TITLE (fast, first, & title)
B. PHONE (area code & no.)
111111111111111.1111.11111111111
,,y
Ton Chiarella, Director oerations(
III III
0 ) 5 6-B 04
fi i5
H 1a I H 21 i St- 22
V.FACILTY
MAILING ADDRESS
A. STREET OR P.O. BOX
3
1a
1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
17 A Marten Drive
5 I
,i 45
B. CITY OR TOWN
C. STATE
D. ZIP CODE
a
Hamilton I I I l l l l l l l l l l l l l l l l l
NJ
0861 1 1
IS
la ii
it Q
IT 51
VI. FACILITY LOCATION
A. STREET, ROUTE NO. OR OTHER SPECIFIC IDENTIFIER
5
(
iti0I 1 ainl Strelet 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
12
la .2
B. COUNTY NAME
Gaston 1 I I I I I I I t 1 1 I I I ( i I I I I I
ri 70
C. CITY OR TOWN
D. STATE
E. ZIP CODE
F. COUNTY CODE ([known)
s Lb i 1i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Z�C
2�097 1 1
I I
15 li ,G
Al 22
AT al
i2 l •_.. .31..0 .•_ f'�
EPA Form 3510-1 (8 90) ChNT)NUE 'ON'R {J�L7gJ
��7}
W
is
i MAY 1 1 2012
1 L-
fr
V
DENR-WATER QUALITY
1 POINT SOURCE BRANCH

CONTINUED FROM THE FRONT
VII. SIC CODES 4-di.it, in order of .,ion
A. FIRST
B. SECOND
7
2 1 1 I
(specify) cyclic organic dyes and Pigments
1
? 9999
(spec fNonclassialsle Entabl ishment
15
1e • 19
,! ,e• 19
C. THIRD
D. FOURTH
c 11 I
(spec')NA
7 I I I
(speciP}rA
15 16 • 19
15 16 19
VIII. OPERATOR INFORMATION
A. NAME
B. Is the name listed In Item
c III 1 1 1 1 1 1 1 1 1 1 II 1 I 1 1 I I 1 1 1 I 1 1 I 1 I I 1 I 1 1 I 1 1 1
alStephen Timm/Safe-T-raining and Environmental Services
VIII-A also the owner?
❑ YES ®NO
5 (10 55
6e
C. STATUS OF OPERATOR (Enter the appropriate letter into the answer box: tf "Other," specify)
D. PHONE (area code & no.)
F = FEDERAL M=PUBLIC (other tfianfederal orstate)
S=STATE O= OTHER (specify)
P = PRIVATE
P
(specify) consultant
= 1 1 1 1 1 1 1 1 1
A [phone]
5e
15 a • mils • 01 173 - >D
E. STREET OR P.O. BOX
P( boX 17315 l i l l i l l i l l l( I I l l l l l l l l l l
16 es
F. CITY OR TOWN
G STATE
H. ZIP CODE
IX. INDIAN LAND
c
B
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Emmaus
I
PA
1- I 1 1
18049
Is the facility located on Indian lands?
❑ YES El NO
S2
15
19 .0
41 420
- s1
X.
EXISTING ENVIRONMENTAL PERMITS
A. NPDES Discharges to Su ace Water
D. PSD (Air Ernlssions rom Pm ated Sources)
C
r
1
1 I l i t I I I I
c
*
1
I I 1 1 I Ip 1 1 1 1 1
g
N
NC0005274
g
,
NA
16
,e
11
19 30
15
1e
P
1e 33
B. UIC ((Under roundlnlection of/ Fluids))
E. OTHER spec,
)
crit
1
t I I I I l l l l l l
9
U
Nili1111111111
e
NA
(s ec+p fy)
15
1e IT1e 30
15
16
11
1e 50
C. RCRA (Hazardous Wastes)
E. OTHER (sped)
c-
1
1 I 1( 1 1 1 1 1 1 1 1
c*,
1 1 1 I I I I i I I I
(SeClp i)
9
R
NA
g
• NA
5
Xl.
Attach
location
injects
XII.
The
that
Tentative
aerated
5.0
and
The
• AT
• PC
• ET
• SC
• Totaling
The
from
the
the
XIII.
1 cerfify
inquiry
am
04
MAP
NATURE
facility
is
the
total
discharge
tanks
tanks
CERTIFICATION
aware
17
to
of
fluids
was
1-
2
3
4
tank
under
of those
ie A
this application a topographic map of the area extending
each of its existing and proposed intake and discharge
underground. Include all springs, rivers, and other
OF BUSINESS (provide a brief description)
is a shutdown dye manufacturing
used under normal operations has
plans are to transfer the waste
for approximately eight hours.
reached the water will be discharged
2C Form of this application.
volume that will be discharged
approximately 750,000 gallons
- approximately 564,000 gallons
- approximately 994,000 gallons
- approximately 205,000 gallons
approximately 2,500,000 gallons
will continue for approximately
to tank and the aeration activities
will be addressed separately after
is approximately 1,500 cubic yards.
(see instructions)
penally of law that 1 have personally examined
persons immediately responsible for obtaining
that (here are significant penalties for submitting false
15
surface
Once
is
and
the
information,
16 16 70
to at least one mile beyond property boundaries. The
structures, each of its hazardous waste treatment, storage,
water bodies in the map area. See instructions for precise
operation in Lowell, NC. The existing
been vandalized and is no longer operational
water to a 400,000 gallon storage tank
the aeration is completed and a Dissolved
at the predetermine rate which has been
as follows:
120 days based on proposed flow rates,
associated with the discharge. Sludge
the discharge is complete but the estimated
am familiar with the information submitted in this application
information contained in the application, I believe that the
including the possibility of fine and imprisonment.
map must show the outline of the facility, the
or disposal facilities, and each well where It
requirements.
wastewater treatment plant
in its present condition.
on site where the water will be
Oxygen of greater then
outlined in the cover letter
water transfer activities
which is present in all of
volume of the sludge in
and all attachments and that, based on my
information Is true, accurate, and complete. 1
A. NAME 8 OFFICIAL TITLE (type or print)
Tony Chiarella, Dir.of OperationsCT:\
B. SIGNATURE
a4-e-12a-- iDIA.00s epS
C. DATE SIGNED
h I�Z
COMMENTS
c
C
FOR OFFICIAL USE ONLY
15
16 SS
EPA Form 3510-1 (8-90)

'15
Yitta
30
toz
17'30"
Latitude: 35°1713"
Langihnle: 81°05' 13" •
Quad # Al4SE
Stream Class: WS-V
Sulibatin: 30336
Receiving Stream: South Fork Catawba River
4
\ l•
• ,
\‘• \*J. • 111,1'
r--
)\-- t
\
NC0005274
Yorkshire Americas, Inc.
.1
"1,2 7'4 ' •
•-• *pi ---
• •
•
.•
• ..• .
f 0
"
SCALE 112.410tr

•
r
Wastewater
Treatffteflt
Area
1

riot or type In the unshaded areas only.
EPA I.D. NUMBER (copy from item I of Form I)
NCD04444475
Form Approved.
OMB No. 2040-0086.
Approval expires 3-31-98.
FORM
2C
NPDES
I. OUTFALL LOCATION
„EPA
U.S. ENVIRONMENTAL PROTECTION AGENCY
APPLICATIOFOR PERMIT TO DISCHARGE WASTEWATER
EXISTING MANUFACTURING,JCOMMERCIAL, MINING AND SILVICULTURE OPERATIONS
Consolidated Permits Program
For each outfali, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water.
A OUTFALL NUMBER
B. LATITUDE
C. LONGITUDE
(bsr)
1. DEG
2. MIN
3. SEC
1. DEG
2. MIN
3. SEC
D. RECEIVING WATER (name)
001
35
17
13
81
06
13
South Fork Catawba River
II. FLOWS, SOURCES
OF POLLUTION,
AND TREATMENT
TECHNOLOGIES
A. Attach a line drawing showing the water flow through the facility. Indicate sources of intake water, operations contributing wastewater to the effluent, and treatment units
labeled to correspond 10 the more detailed descriptions in Item B. Construct a water balance on the line drawing by showing average flows between intakes, operations,
treatment units, and outfalls. If a water balance cannot be determined (e.g., for certain mining activities), provide a pictorial description of the nature and amount of any
sources of water and any collection or treatment measures.
B. For each outfall, provide a description of: (1) All operations contributing wastewater to the effluent, including process wastewater, sanitary wastewater, cooling water,
and storm water runoff; (2) The average flow contributed by each operation; and (3) The treatment received by the wastewater. Continue an additional sheets if
necessary.
1. OUT-
2. OPERATION(S) CONTRIBUTING FLOW
3. TREATMENT
FALL
NO. (list)
a. OPERATION (list)
b. AVERAGE FLOW
(include units)
a. DESCRIPTION
b. LIST CODES FROM
TABLE 2C-1
001
A11 tanks contain a combination of
Between 150, 000 and 200, 000
Water contained in the the tanks wi11 be
3-E
treated, untreated and storm water
Gallons per Daybased on the
Cranefer:ed to a 400.000 gallon storage tank
en -site
from pant operations
Tank beingdischarged
9
where the water will be aerated for
approimately eight hours. Once the aeration
is completed and a dissolved oxygen of greater
then 5.0 is reached the water will be
discharged at a predetermined flow rate.
OFFICIAL USE ONLY(effluent grudelrnessub-catagorres)
EPA Form 3510-2C (8.90)
PAGE 1 of 4
CONTINUE ON REVERSE

C. Except for storm runoff, leaks, or spills, are any of the discharges described in Items II -A or B intermittent or seasonal?
I% YES (complete the following table) ❑ NO (go to Seaton 11I)
1 OUTFALL
NUMBER(flsr)
2 OPERATION(s)
CONTRIBUTING FLOW
(list)
3. FREQUENCY
4. FLOW
a DAYS PER
WEEK
(specib
avcmgc)
b. MONTHS
PER YEAR
(spec5average)
a FLOW RATE (rn mgd)
B TOTAL VOLUME
(sped with units)
C DURATION
(In days)
1. LONG TERM
AVERAGE
2 MAXIMUM
DAILY
i LONG TERM
AVERAGE
2. MAXIMUM
DAILY
001
III PRODUCTION
A. Does an effluent
❑
Outlined in Section IIB of this
application
guideline limitation promulgated by EPA under Section
YES (complete Item III-B)
Weekly
dischage
upon
issuance
of permit
304
of the
TBD
Clean Water
NA
Act apply to your
IV)
NA
facility?
NA
200,000
Gallons
per Day
120 Days
P4
NO (go to Section
B. Are the limitations in the applicable effluent guideline expressed in terms of production
❑ YES (complete Item 111-C)
(or other
measure of operation)?
IV)
MI
NO (go to Section
C. If you answered "yes" to Item III-B, list the quantity which represents an actual measurement of your level of production, expressed in the terms and units used In the
applicable effluent guideline, and indicate the affected outfalls.
1. AVERAGE DAILY PRODUCTION
2. AFFECTED OUTFALLS
(hstoulfall numbers)
a. QUANTITY PER DAY
b. UNITS OF MEASURE
C. OPERATION. PRODUCT, MATERIAL, ETC.
(sped)
NA
IV. IMPROVEMENTS
required
or
administrative
YES (complete
by any Federal, State or local
practices or any other environmental
or enforcement orders,
the following table)
authority to meet any implementation schedule for the construction,
programs which may affect the discharges described in this appl
enforcement compliance schedule letters, stipulations, court orders, and
FA NO (go to Item IV-B)
upgrading or operations of wastewater
cation? This Includes, but is not limited to,
grant or loan conditions.
A. Are you now
treatment equipment
permit conditions,
❑
1. IDENTIFICATION OF CONDITION,
AGREEMENT, ETC.
2. AFFECTED OUTFALLS
3. BRIEF DESCRIPTION OF PROJECT
4. FINAL COMPLIANCE DATE
a NO
b SOURCE OF DISCHARGE
a REQUIRED
b. PROJECTED
B. OPTIONAL: You may attach addi Tonal sheets describing any additional water pollution control programs (or other environmental projects which may affect your
discharges) you now have underway or which you plan Indicate whether each program is now underway or planned, and indicate your actual or planned schedules far
construction.
❑ MARK "X" IF DESCRIPTION OF ADDITIONAL CONTROL PROGRAMS IS ATTACHED
EPA Form 3510-2C (8-90)
PAGE 2 of 4
CONTINUE ON PAGE 3

CONTINUED FROM PAGE 2
V. INTAKE AND EFFLUENT CHARACTERISTICS
A, 8, & C: See instructions before proceeding — Complete one set of tables for each outfall —Annotate the outfall number In the space provided.
NOTE: Tables V-A, V-B, and V-C are included on separate sheets numbered V-1 through V-9.
EPA I.D. NUMBER (copy from Item I of Form 1)
NCD04444475
D. Use the space below to list any of the pollutants listed in Table 2c-3 of the Instructions, which you know or have reason to believe is discharged or may be discharged
from any outfall. For every pollutant you Rat, briefly describe the reasons you believe it to be present and report any analytical data in your possession.
1. POLLUTANT
2. SOURCE
1. POLLUTANT
2. SOURCE
Acetone
Chlorobenzene
Xylene
Historical Operations
Historical Operations
Historical Operations
Carbon Disulfide
Ethylbenzene
Toluene
VI. POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS
Is any pollutant listed in Item V-C a substance or a component of a substance which you currently use or manufacture as an intern
El YES (list all such pollutants below ) Vi NO (go to Item V/•B)
Historical Operations
Historical Operations
Historical Operations
ediate or final product or byproduct?
EPA Form 3510.2C (8-90)
PAGE 3 of 4 CONTINUE ON REVERSE

CONaINUED FROM THE FRONT
VII. BIOLOGICAL TOXICITY TESTING DATA
Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made on any of your discharges or on a receiving water in
relation to your discharge within the last 3 years?
© YES (rdennfy the test(s) and describe rhea purposes below) ❑ NO (go to Seaton MI)
A Phase II Chronic toxicity test was performed with a portion of water contained in the different tanks at the
Kings Mountain Venture Site on the Ceriodaphnia dubia in January of 2010. This test was performed by
Environmental Testing Solutions located in Asheville, North Carolina.
VIII. CONTRACT ANALYSIS INFORMATION
Were any of the analyses reported in Item V performed by a contract laboratory or consulting firm?
® YES (list the name, address, and telephone number of and pollutants analyzed by,
each such laboratory or firm below)
NO (go to Section LX)
A. NAME
B. ADDRESS
C.TELEPHONE
(area code & no.)
D. POLLUTANTS ANALYZED
(lls )
Prism Laboratories
IX. CERTIFICATION
449 Springbrook
PO Box 240543
Charlotte, NC 28224-0543
828-350-9364
All analytic results that
are included in this
application were analyzed
by Prism
! certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons
directly responsible forgathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. 1 am aware that there
are significant penalties for submitting false information, including the possibilily of fine and imprisonment for knowing violations.
A. NAME & OFFICIAL TITLE (type or prtnr)
Tony Chiarella, Director of operations
B. PHONE NO. (area code & no.)
1609) 586-8004
D. DATE SIGNED
of mPS
EPA Form 3510-2C (8-90PAGE 4 of 4

PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY. You may report some or all of this information EPA I.D. NUMBER (copy from Item I of Form I)
on separate sheets (use the same format) instead of completing these pages. NCD04444475
SEE INSTRUCTIONS.
OUTFALL NO.
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C)
Aeration Tank-001
PART A —You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.
2. EFFLUENT
3. UNITS
(specrjyrjblank)
4. INTAKE
(optional)
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG. VALUE
(iifavailable)
a. LONG TERM
AVERAGE VALUE
1. POLLUTANT
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
(1) CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
a. CONCEN-(1)
TRATION
b. MASS
CONCENTRATION
(2) MASS
b. NO. OF
ANALYSES
a. Biochemical Oxygen
Demand (SOD)
29
48
NA
1
mg/1
lbs
NA
b. Chemical Oxygen
Demand (COD)
No Data
No Data
c. Total Organic Carbon
(TO(')
No Data
No Data
d. Total Suspended
Solids(ISS)
< 25
42
1
mg/1
lbs
e. Ammonia (as N)
No Data
f. Flow
VALUE
200,000
VALUE
VALUE
GPD
VALUE
g. Temperature
(winter)
VALUE
7 .49
VALUE
VALUE
°C
VALUE
h. Temperature
(summer)
VALUE
7 . 49
VALUE
VALUE
"C
VALUE
i. pH
MINIMUM
7 . 37
MAXIMUM
7 . 89
MINIMUM
NA
MAXIMUM
STANDARD UNITS
PART B — Mark "X" in column 2-a for each pollutant you know or have reason to believe is present. Mark'X" in column 2-b for each pollutant you believe to be absent. If you mark co umn 2a for any pollutant which is limited either
directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide
quantitative data or an explanation of their presence in your discharge. Complete one table for each outfall. See the instructions for additional details and requirements.
1. POLLUTANT
AND
CAS NO.
(ijavailable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a
BELIEVED
PRESENT
b.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(rjavailable)
c. LONG TERM AVRG. VALUE
(rjavailable)
a. CONCEN-
TRATION
b. MASS
a. LONG TERM AVERAGE
VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
b. NO. OF
ANALYSES
Bromide (
2495959-67-9)
X
/�
NA
NA
NA
NA
b. Chlorine, Total
Residual
>/
/�
c. Color
X
No Data
d. Fecal Coliform
\ /
x
/�\
e. Fluoride
(16984-48-6)
Nitrate-Nitritef.
(as
(asM
X
/\
0.25
0.42
1
mg/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-1
CONTINUE ON REVERSE

ITEM V-B CONTINUED FROM FRONT
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
1. POLLUTANT
AND
CAS NO.
(if available)
a
BELIEVED
PRESENT
b.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG. VALUE
(ifavailable)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
'f.
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
g. Nitrogen.
Organic (as
M
XTotal
8 3
13 8
NA
NA
1
mg/1
lbs
NA
h. Oil and
Grease
i. Phosphorus
(7723-14-0)
>c((asP),Total4.4
0.98
1
mg/1
lbs
j. Radioactivity
(1) Alpha. Total
X
(2) Beta, Total
X
(3) Radium,
Total
v
(4) Radium 226,
Total
v
k. Sulfate
(as SO4)
(14808-79-8)
I. Sulfide
(as .5)X
�/
m. Sulfite
(as S03)
(14265-45-3)
X
n. Surfactants
X
o. Aluminum.
Total
(7429-90-5)
X
p. Barium. Total
(7440-39-3)
`
n
q. Boron, Total
(7440-42-8)
r. Cobalt. Total
X
s. Iron, Total
(7439-89-6)
�/
/�
t. Magnesium.
Total
(7439-95-4)
X
u. Molybdenum,
Total
(7439-98-7)
v. Manganese,
Total
(7439-96-5)
w. Tin, Total
(7440-31-5)
v
x. Titanium,
Total
(7440-32-6)
X
EPA Form 3510-2C (8-90)
PAGE V-2
CONTINUE ON PAGE V-3

CONTINUED FROM PAGE 3 OF FORM 2-C
EPA I.D. NUMBER (copy from Item 1 of Form 1) OUTFALL NUMBER
NCD04444475 Aeration Tank- 001
PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark 'X' In column 2-a for all such GC/MS
fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you are not required to mark column 2-a (secondary industries, nonprocess wastewater outfalls, and nonrequired GC/MS
fractions), mark 'X' in column 2-b for each pollutant you know or have reason to believe is present. Mark -X' in column 2-c for each pollutant you believe is absent. If you mark column 2a for any pollutant, you must
provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one analysis for that pollutant if you know or have reason to believe it will be
discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitriie, 2,4 dinitrophenol, or 2-methyl-4, 6 dinitrophenol, you must provide the results of at least one analysis for each of these
pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column 2b, you must either submit at least one analysis or
briefly describe the reasons the pollutant is expected to be discharged. Note that there are 7 pages to this part; please review each carefully. Compiete one table (al 7 pages) for each outfall. See instructions for
additional details and requirements.
1. POLLUTANT
AND
CAS NUMBER
(if available)
2. MARK "X'
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (iiavalable)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
METALS, CYANIDE, AND TOTAL PHENOLS
1 M. Antimony, Total
(7440-36-0)
X
V
NA
NA
NA
2M. Arsenic, Total
(7440-38-2)
v
3M. Beryllium, Total
(7440-41-7)
4M. Cadmium. Total
(7440-43-9)
v
Total (744 -47
Total (7440.47-3}
, `
X
0.0054
0.009
1
mg/1
lbs
( 440,�8) Total
6M7M.
X
0.11
0.18
1
mg/1
lbs
Lead, Total
(7439-92-1)
X
BRL
BRL
1
mg/1
lbs
8M. Mercury, Total
(7439-97-6)
v
9M. Nickel, Total
(7440.02-0)
X
0.011
0. 018
1
mg/1
lbs
10M. Selenium,
Total (7782-49-2)
11 M. Silver, Total
(7440-22-4)
X
_
12M. Thallium,
Total (7440-28-0)
X
-
13M. 7440- nc, 6-6) Total
X
BRL
BRL
1
mg/1
lbs
14M. Cyanide,
Total (57-12-5)
X
0.025
0.041
1
mg/1
lbs
15M. Phenols,
Total
X
0.59
0 .98
1
mg/1
lbs
DIOXIN
2,3,7,8-Tetra-
chlorodibenzo-P-
Dioxin (1764-01-6)
DESCRIBE RESULTS BRL means Below Reporting Limit
EPA Form 3510-2C (8-90)
PAGE V-3
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(rfavailable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (ifavatlable)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
`
'0
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS _
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — VOLATILE COMPOUNDS
1V. Accrolein
(107-02-8)
X
BRL
BRL
NA
NA
1
ug/1
lbs
NA
2V. Acrylonitrile
(107-13-1)
X
BRL
BRL
1
ug/1
lbs
(7 1-4�2)ene
X
11
0.018
1
ug/1
lbs
4Vme Bis t hl r
nierhyl) Ether
(542-88-1)
X
(75 25omoform -2)
5V.6V.
X
BRL
BRL
1
ug/1
lbs
Carbon
Tetrachloride
(56-23-5)
X
BRL
BRL
1
ug/1
lbs
"
( 05-90.7)benzene
X
BRL
BRL
1
ug/1
lbs
8V. Chlorodi-
bromomethane
(124-48-1)
X
BRL
BRL
1
ug/1
lbs
9V. Chloroethane
(75-00-3)
�/
X
BRL
BRL
1
ug/1
lbs
10V.2-Chloro-
ethylvinyt Ether
(110-75-8)
X
11V. Chloroform
(67-6)
X
BRL
BRL
1
ug/1
lbs
12V. Dichloro-
bromomethane
(75-27-4)
X
13V. Dichloro-
difluoromethane
(75-71-8)
X
14V.1,1-Dichloro-
ethane (75-34-3)
�/
/�
15V.1.2-Dichloro-
ethane (107-06-2)
X
BRL
BRL
1
ug/1
lbs
16V.1,1-Dichloro-
ethylene (75.35-4)
�/
/�
-
17V.1.2-Dichloro-
propane (78-87-5)
Xg/1
BRL
BRL
1
u
lbs
18V. 1,3-Dichloro-
propylene
(542-75-6)
19V. Ethylbenzene
(100-41-4)
X
BRL
BRL
1
ug/1
lbs
20V. Methyl
Bromide (74-83-9)
X
21V. Methyl
Chloride (74-87-3)
X
—
EPA Form 3510-2C (8-90)
PAGE V-4
CONTINUE ON PAGE V 5

CONTINUED FROM PAGE V-4
1. POLLUTANT
AND
CAS NUMBER
(if available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — VOLATILE COMPOUNDS (continued)
22V. MethyleneX
Chloride (75-09-2)
BRL
BRL
NA
NA
1
u 1
g/
lbs
NA
Tetrachloroethane
(79-34-5)
X
BRL
BRL
—
1
ug/1
lbs
24V. Tetrachloro-
ethylene (127-18-4)
�/
/�
25V.Tofuene
(108-88-3)
X
4.2
0.007
1
ug/1
lbs
26V. 1,2-Trans-
Dichloroethylene
(156-60-5)
X
BRL
BRL
1
ug/1
lbs
"
27V. 1.1 ,1-Trichloro-
ethane (71-55.6)
X
BRL
BRL
1
ug/ 1
lbs
28V.1,1,2-Trichloro-
ethane (79-00-5)
X
_ _
BRL
BRL
_
1
ug/1
lbs
29V Trichloro-
ethylene (79-01-6)
v
30V. Trichloro-
iluoromethane
(75-69-4)
X
-
BRL
BRL
1
ug/1
lbs
31V. Vinyl Chloride
(75-01-4)
X
BRL
BRL
1
ug/ 1
lbs
GC/MS FRACTION — ACID COMPOUNDS
IA.2-Chlorophenol
(95-57-8)
X
BRL
BRL
1
ug/1
lbs
2A.2,4-Dichloro-
phenol (120-83-2)
X
BRL
BRL
1
ug . 1
lbs
3A. 2,4-Dimethyl-
phenol (105-67-9)
X
-
BRL
BRL
,
1
ug/1
lbs
4A. 4,6-Dinitro-0-
Cresol (534-52-1)
X
5A.2,4Oinitro-
phenol (51-28-5)
X
BRL
BRL
1
ug/1
lbs
6A. 2-Nitrophenol
(88-75-5)
X
BRL
BRL
1
ug/ 1
lbs
7A. 4-Nitrophenoi
(100-02-7)
X
BRL
BRL
1
ug/ 1
lbs
8A. P-Chloro-M-
Cresol (59-50-7)
v
9A. Pentachforo-
phenol(87-86-5)
X
BRL
BRL
1
ug/1
lbs
10A. Phenol
(108-95-2)
X
BRL
BRL
1
ug/1
lbs
11A 2,4,6-Tnchloro-
phenol (88-05-2)
X
BRL
BRL
1
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-5
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(ifavailable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION_
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS
ce
(3-32 )aphthene
X
BRL
BRL
NA
NA
1
ug/1
lbs
NA
2B. Acenaphtylene
(208.96-8)
XBRL
BRL
1
ug/ 1
lbs
3B. Anthracene
(120-12-7)
X
BRL
BRL
1
ug/1
lbs
4B. Benzidine
(92-87-5)
X
58. Benzo (a)
Anthracene
(56-55-3)
X
BRL
BRL
1
ug/1
lbs
6B. Benzo (a)
Pyrene (50-32-8)
X
BRL
BRL
1
ug/1
lbs
7B. 3.4-Benzo-
fluoranthene
(205-99-2)
X
BRL
BRL
1
ug/1
lbs
8B. Benzo (ghi)
Perylene (191-24-2)
X
BRL
BRL
1
ug/1
lbs
98. Benzo (k)
Fluoranthene
(207-08-9)
X
BRL
BRL
1
ug/1
lbs
108. Bis (2-Chlom-
erhoxy) Methane
(111-91-1)
X
BRL
_
BRL
1
ug/ 1
lbs
11 B. Bis (2-Chloro-
ethyl) Ether
(111-44-4)
X
BRL
BRL
1
ug/1
lbs
12B. Bis (2-
Cl+loroisopmpyl)
Ether (102-80-1)
X
BRL
BRL
1
ug/1
lbs
13B. Bis (2-Ethvl-
hexyl)Phthalate
(117-81-7)
X
BRL
BRL
1
ug/1
lbs
14B. 4-Bromophenyl
Phenyl Ether
(101-55-3)
X
BRL
BRL
1
ug/1
lbs
15B. Butyl Benzyl
Phthalate (85-68-7)
X
BRL
BRL
1
ug/1
lbs
16B. 2-Chloro-
naphthalene
(91-58-7)
X
BRL
BRL
1
ug/1
lbs
178. 4-Chloro-
phenyl Phenyl Ether
(7005-72-3)
X
BRL
BRL
_
1
ug/1
lbs
18B. Chrysene
(218-01-9)
X
BRL
BRL
1
ug/1
lbs
19B. Dibenzo (a.h)
Anthracene
(53-70-3)
X
BRL
BRL
_
1
ug/ 1
lbs
20B. 1,2-Dichloro-
benzene (95-50-1)
X
BRL
BRL
1
ug/1
lbs
21 B.1,3-Di-chloro-
benzene (541-73-1)
X
BRL
BRL
1
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-6
CONTINUE ON PAGE V-7

CONTINUED FROM PAGE V-6
1. POLLUTANT
AND
CAS NUMBER
(if available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
b. NO. OF
ANALYSES
a.
TESTING
REQUIRED
b.
BEUEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-(1)
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
GC/MS FRACTION
— BASE/NEUTRAL
COMPOUNDS (continued)
228.1,4-Dichloro-
benzene (108-46-7)X
BRL
BRL
ug/1
lbs
23B. 3,3-Dichioro-
benzidine (91-94-1)
24B. Diethyl
Phthalate (84-66-2)
X
BRL
BRL
ug/ 1
lbs
Phthalate
(131 -11-3)
BRL
BRL
ug/1
lbs
26B. Di-N-Butyl
Phthalate (84-74-2)
X
BRL
BRL
ug/1
lbs
27B. 2.4-Dinitro-
toluene (121-14-2)
X
ug/1
lbs
288.2,6-Dinitro-
(606-20-2)
Xtoluene
29B. Di-N-Octyl
Phthalate (117-84-0)
`
X
30B. 1,2-Diphenyl-
hydrazine (as Azo-
benzene) (122-66-7)
X
(20�0) nthene
31328.
X
BRL
BRL
ug/1
lbs
Fluorene
(86-73-7)
XBRL
BRL
ug/1
lbs
338. Hexachloro-
benzene (118-74-1)
X
BRL
BRL
u g/1
lbs
34B. Hexachloro-
butadiene (87-68-3)
X
BRL
BRL
ug/1
lbs
35B. Hexachloro-
cydopentadiene
(77-47-4)
X
BRL
BRL
ug/ 1
lbs
36B Hexachloro-
ethane (67-72-1)
X
BRL
BRL
ug/1
lbs
37B. Indeno
(1,2,3-cd) Pyrene
(193-39-5)
XBRL
BRL
ug/1
lbs
388. Isophorone
(78-59-1)
X
BRL
BRL
ug/ 1
lbs
39B. Naphthalene
(91-20-3)
X
BRL
BRL
ug/1
lbs
408. Nitrobenzene
(98-95-3)
BRL
BRL
ug/1
lbs
41B. N-Nitro-
sodimethyiamine
(62-75-9)
X
42B. N-Nitrosodi-
N-Propylamine
(621-64-7)
X
BRL
BRL
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-7
CONTINUE ON REVERSE

CONTINUED FROM PAGE V-6
1. POLLUTANT
AND
CAS NUMBER
(f available)
2. MARK 'X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
,
b. NO. OF
ANALYSES
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
a
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION
— BASE/NEUTRAL
COMPOUNDS (continued)
'
226.1,4-Dichioro-
benzene (106-46-7)
X
BRL
BRL
1
ug/ 1
lbs
23B. 3,3-DIchloro-
benzidine (91-94-1)
X
246. Diethyl
Phthalate (84-66-2)
X
BRL
BRL
1
ug/1
lbs
258. Dimethyl
Phthalate
(131 -11-3)
X
BRL
BRL
1
ug/1
lbs
26B. Di-N-Butyl
Phthalate (84-74-2)
X
BRL
BRL
1
u g/ 1
lbs
27B. 2,4-Dinitro-
toluene (121-14-2)
X
BRL
BRL
1
ug/1
lbs
288.2,6-Dinitro-
toluene (608-20-2)
X
29B. DI-N-Octyl
Phthalate (117-84-0)
X
308.1razine (as Az -
hydrazine (as Azo-
benzene) (122-66-7)
X
31B(20
X
BRL
BRL
1
ug/ 1
lbs
-44--0)anthene
3`82&673 u7) rene
X
BRL
BRL
1
ug/1
lbs
33B. Hexachioro-
benzene (118-74-1)
X
BRL
BRL
1
u g/ 1
lbs
34B. Hexachloro-
butadiene (87-68-3)
butadiene
X
BRL
BRL
1
u g/1
lbs
358. Hexachioro-
cyclopentadiene
(77-47-4)
X
BRL
BRL
1
ug/ 1
lbs
3613 Hexachloro-
ethane (67-72-1)
X
BRL
BRL
1
ug/1
lbs
37B. Indeno
(1,2,3-cd) Pyrene
(193-39-5)
X
BRL
BRL
1
ug/1
lbs
38B. Isophorone
(78-59-1)
X
BRL
BRL
1
ug/ 1
lbs
39B. Naphthalene
(91-20-3)
X
BRL
BRL
1
ug/1
lbs
(8 95 3) benzene
X
BRL
BRL
1
ug/1
lbs
41 B. N-Nitro-
sodimethylamine
(62-75-9)
X
-
42B. N-Nitrosodi-
N-Propylamine
(621-64-7)
X
BRL
BRL
1
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-7
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(favailable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS _
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS (continued)
43B. N-Niiro-
sodiphenylamine
(86-30-6)
X
BRL
BRL
1
ug/1
lbs
44B. Phenanthrene
(85-01-8)
X
BRL
BRL
1
ug/1
lbs
(129-Pyrene
X
BRL
BRL
1
ug/1
lbs
46B.1,2,4-Tri-
chlorobenzene
(120-82-1)
X
BRL
BRL
1
ug/1
lbs
GC/MS FRACTION
— PESTICIDES
1 P. Aldrin
(309-00-2)
�/
/X
2P. a-BHC
(319-84-6)
�/
/�
3P. p-BHC
(319-85-7)
�/
X
4P. y-BHC
(58-89-9)
�/
X
5P. S-BHC
(319-86-8)
�/
X
-
6P. Chlordane
X(57-74-9)
7P. 4,4'-DDT
(50-29-3)
X
_
8P. 4,4'-DDE
(72-55-9)
\/
/X
9P. 4,4'-DOD
(72-54-8)
�/
X
10P. Malden
(60-57-1)
X
11 P. a-Enosulfan
X(115.29-7)
12P. (3-Endosutfan
(115-29-7)
X
13P. Endosutfan
Sulfate
(1031-07-8)
X
14P. Endrin
X(72-20-8)
15P.Endrin
Aldehyde
(7421-93-4)
X
16P. Heptachlor
X(76.44-8)
EPA Form 3510-2C (8-90)
PAGE V-8
CONTINUE ON PAGE V-9

EPA I.D. NUMBER (copy from Item 1 of Form 1) I OUTFALL NUMBER
NCD04444475
CONTINUED FROM PAGE V-8
Aeration Tank- 001
0
1. POLLUTANT
AND
CAS NUMBER
(ifavailable)
2. MARK'X"
j •
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a,
TESTING
REQUIRED
b.
BEUEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BEUEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION - PESTICIDES (continued)
17P. Heptachlor
Epoxide
(1024-57-3)
18P. PCB-1242
(53469-21-9)
v
19P. PCB-1254
(11097-69-1)
�/
�\
20P. PCB-1221
(11104-28-2)
v
21P. PCB-1232
(11141-16-5)
�/
/\
22P. PCB-1248
(12672-29-6)
23P. PCB-1260
(11096-82-5)
24P. PCB-1016
(12674-11-2)
25P.Toxaphene
(8001-35-2)
EPA Form 3510-2C (8-90)
PAGE V-9

PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY. You may report some or all of this information
on separate sheets (use the same format) instead of completing these pages.
SEE INSTRUCTIONS.
EPA I.D. NUMBER (copy from Item I of Form ))
NCD04444475
OUTFALL NO.
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C)
Equalization Tank-001
PART A —You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.
1. POLLUTANT
2. EFFLUENT
3. UN TS
(.specify if blank)
4. INTAKE
(optional)
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG. VALUE
(if available)
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1) CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
b. NO. OF
ANALYSES
a. Biochemical Oxygen
Demand(BOU)
15
25
NA
1
mg/1
lbs
NA
b. Chemical Oxygen
Demand (COD)
No Data
No Data
c. Total Organic Carbon
(TOC)
No Data
No Data
d. Total Suspended
Solids(7SS)
74
123
1
mg/1
lbs
e. Ammonia (as N)
No Dat a
f. Flow
VALUE
200,000
VALUE
VALUE
GPD
VALUE
g. Temperature
(whiter)
VALUE
5 . 85
VALUE
VALUE
°C
VALUE
h. Temperature
(summer)
VALUE
6 . 51
VALUE
VALUE
°C
VALUE
i. pH
MINIMUM
7 _ 88
MAXIMUM
8. 81
MINIMUM
NA
MAXIMUM
STANDARD UNITS
PART B — Mark "X" in column 2-a for each pollutant you know or have reason to believe is present. Mark "X" in column 2-b for each pollutant you believe to be absent. If you mark co umn 2a for any pollutant which is limited either
directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide
quantitative data or an explanation of their presence in your discharge. Complete one table for each outfall. See the instructions for additional details and requirements.
1. POLLUTANT
AND
CAS NO.
(Yawn/able)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a
BELIEVED
PRESENT
b.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG. VALUE
Of available)
a. CONCEN-
TRATION
b. MASS
a. LONG TERM AVERAGE
VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
b. NO. OF
ANALYSES
a. Bromide
(24959-67-9)
X
NA
NA
NA
NA
b. Chlorine, Total
Residual
�/
/�
c. Color
X
No Data
d. Fecal Cotiform
\'
X
/�\
e. Fluoride
(16964-48-8)
f.Nitr l�Nitrite
v
c0.010
0.17
1
mg/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-1
CONTINUE ON REVERSE

ITEM V-B CONTINUED FROM FRONT
2. MARK "X'
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
1. POLLUTANT
AND
CAS NO.
(if available)
a.
BELIEVED
PRESENT
b.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG. VALUE
(if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
_ (2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
g. Nitrogen.
Total Organic (as
M
X
31
51
NA
NA
1
mg/1
lbs
NA
h. Oil and
Grease
v
i. Phosphorus
(as P), Total
(7723-14-0)
X
0.72
1.20
1
mg/1
lbs
j. Radioactivity
(1) Alpha, Total
` ,
X
,X`
(2) Beta, Total
(3) Radium,
Total
v
(4) Radium 226,
Total
v
k. Sulfate
(as SO4)
(14808-79-8)
I. Sulfide
(as S)
�/
X
m. Sulfite
(as S0,)
(14265-45-3)
X
n. Surfactants
X
-
o. Aluminum,
Total
(7429-90-5)
p. Barium, Total
(7440-39-3)
q. Boron, Total
(7440-42-8)
r. Cobalt, Total
(7440-48-4)
�/
/�
s. Iron, Total
(7439-89-6)
�/
/�
t. Magnesium,
Total
(7439-95-4)
X
u. Molybdenum,
Total
(7439-98-7)
v. Manganese.
Total
(7439-96-5)
w. Tin. Total
(7440-31-5)
v
x. Titanium,
Total
(7440-32-6)
EPA Form 3510-2C (8-90)
PAGE V-2
CONTINUE ON PAGE V-3

CONTINUED FROM PAGE 3 OF FORM 2-C
EPA I.D. NUMBER (copy frontItem 1 of Form 1) OUTFALL NUMBER
NCD04444475 Equal. Tank- 001
1
PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2o-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X" in column 2-a for all such GC/MS
fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you are not required to mark column 2-a (secondary industries, nonprocess wastewater outfal's, and nonrequired GC/MS
fractions), mark "X' in column 2-b for each pollutant you know or have reason to believe is present. Mark "X" in column 2-c for each pollutant you believe is absent. If you mark column 2a for any pollutant, you must
provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one analysis for that pollutant if you know or have reason to believe it will be
discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2.4 dinitrophenol. or 2-methyl-4, 6 dinitrophenol, you must provide the results of at least one analysis for each of these
pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column 2b, you must either submit at least one analysis or
briefly describe the reasons the pollutant is expected to be discharged. Note that there are 7 pages to this part; please review each carefully. Complete one table (all 7 pages) for each outfall. See instructions for
additional details and requirements.
1. POLLUTANT
AND
CAS NUMBER
(ijovailable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BEUEVED
PRESENT
c
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BEUEVED
ABSENT
(1)
CONCENTRATION _
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
METALS, CYANIDE, AND TOTAL PHENOLS
1 M. Antimony, Total
(7440-36-0}
X
v
NA
NA
NA
2M. Arsenic, Total
(7440-38-2)
/�
3M. Beryllium, Total
(7440-41-7)
v
4M. Cadmium, Total
(7440-43-9)
v
,
5M. Chromium,
Total (7440-47-3)
..02
0012
0
1
m
mg/1
lbs
6 C-o50-88) Total
�(
,X
0.57
0.95
1
mg/1
lbs
7M. 439-92 ,Total
(7439-92-1)
BRL
BRL
1
mg/1
lbs
8M. Mercury, Total
(7439-97-6)
v
9M. Nickel, Total
(7440-02-0)
X
BRL
BRL
1
mg/1
lbs
10M. Selenium,
Total (7782-49-2)
11 M. Silver, Total
(7440-22-4)
v
12M. Thallium,
Total (7440-28-0)
X
13M. Zinc, Total
(7440-66-6)
�/
/�
0. 058
0. 097
1
mg/ 1
lbs
14M. Cyanide,
Total (57-12-5)
X
0. 074
0.123
1
m 1
g/
lbs
15M. Phenols,
Total
v
^
0.072
0.120
1
mg/1
lbs
DIOXIN
2,3,7,8-Tetra-
chlorodibenzo-P-
Dioxin (1764-01-6)
/
,X\
DESCRIBE RESULTS elm means Below Reporting Limit
EPA Form 3510-2C (8-90)
PAGE V-3
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(if available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BEUEVED
PRESENT
c.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
•
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS _
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — VOLATILE COMPOUNDS
(2-8)ein
(107-0-oz-s)
XBRL
BRL
NA
NA
1
u 1
g/
lbs
NA
2V.Acryloniirile
(107-13-1)
X
BRL
BRL
1
ug/1
lbs
(71-43-2)3VBenzene
X
BRL
BRL
1
ug/1
lbs
4V. Bis (Chloro-
aiethv!) Ether
(542-88-1)
)*(
5V. omofom►
(75-25-2)
X
BRL
BRL
1
ug/1
lbs
6V. Tetrachloride Carbon
Tetrachloride
(56-23-5)
,
X
BRL
BRL
1
ug/1
lbs
7V. enzene
(108-90-7)
X
BRL
BRL
,
1
ug/1
lbs
8V. Chlorodi-
bromomethaneX
bromomethaneBRL
(124-48-1)
BRL
1
ug/1
lbs
9V. Chloroethane
(75-00-3)
X
BRL
BRL
1
ug/1
lbs
10V. 2-Chooro-
ethylvinyl Ether
(110-75-8)
11V. Chloroform
(67-66-3)
(67
X
BRL
BRL
1
ug/1
lbs
12V. Dichloro-
bromomethene
(75-27-4)
X
,
difiuoromethane
(75-71-8)
X
14V. 1,1-Dichloro-
ethane (75-34-3)
�/
/�
ethane15V. (107-0&ro-
ethane (107-06.2)
X
BRL
BRL
1
ug/ 1
lbs
16V. 1,1-Dichloro-
ethylene (75-35-4)
X
17V.1.2propane (78- loco-
propane (78-87-5)
X
BRL
BRL
1
ug/1
lbs
18V.1,3-Oichloro-
propylene
(542-75-6)
X
19V.amens
41-4)
(100-41-4)
X
BRL
BRL
1
ug/1
lbs
20V. Methyl
Bromide (74-83-9)
_
21V. Methyl
Chloride (74-87-3)
X
EPA Form 3510-2C (8-90)
PAGE V-4
CONTINUE ON PAGE V 5

CONTINUED FROM PAGE V-4
1. POLLUTANT
AND
CAS NUMBER
(if available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BEUEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (ifavailable)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
0
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION - VOLATILE COMPOUNDS (continued)
22V. MethyleneX
Chloride (75-09-2)
BRL
BRL
NA
NA
1
u g/ 1
lbs
NA
23V. 1,1,2,2-
Tetrachloroethane
(79-34-5)
X
BRL
BRL
1
ug/1
lbs
24V. Tetrachloro-
(127-18-4)
Xethylene
25V.Toluene
(108-88-3)
X
BRL
BRL
1
ug/1
lbs
26V.1,2-Trans-
Dichloroethylene
(156-60-5)
X
BRL
BRL
1
ug/1
lbs
27V.1,1,1-Trichloro-
ethane(71-55-6)
X
BRL
BRL
1
ug/1
lbs
28V.1,1,2-Trichloro-
ethane (79-00-5)
X
BRL
BRL
1
ug/1
lbs
29V Trichloro-
ethylene (79-01-6)
X
30V. Trichloro-
tluaromethane
(75-69-4)
X
BRL
BRL
1
ug/1
lbs
'
31V. Vinyl Chloride
(75-01-4)
X
BRL
BRL
1
ug/1
lbs
GC/MS FRACTION - ACID COMPOUNDS
1A. 2-Chlorophenol
(95-57-8)
X
BRL
BRL
1
ug/1
lbs
2A.2,4Dichloro-
phenol (120-83-2)
X
BRL
BRL
_
1
ug . 1
lbs
3A. 2,4-Dimethyl-
phenol(105-67-9)
X
BRL
BRL
1
ug/1
lbs
4A. 4,6-Dinitro-O-
Cresol (534-52-1)
�/
/�
5A. 2.4-Dinitro-
phenol (51-28-5)
X
BRL
BRL
1
ug/ 1
lbs
,
6A. 2-Nitrophenal
(88-75.5)
X
BRL
BRL
1
ug/ 1
lbs
7A 4-Nitropheno!
(100-02-7)
X
BRL
BRL
1
ug/1
lbs
8A. P-Chloro-M-
Cresol (59-50-7)
X
9A.Pentachlaro-
phenol (87-86-5)
X
BRL
BRL
1
ug/1
lbs
10A. Phenol
(108-95-2)
X
BRL
BRL
+
1
ug/1
lbs
11A. 2,4,6-Trichloro-
phenol (88-05-2)
X
BRL
BRL
1
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-5
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(f available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional) I
a.b.
TESTING
REQUIRED
BELIEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS
` Ace;aphihene
X
BRL
BRL
NA
NA
1
ug/1
lbs
NA
2B. Acenaphtylene
(208-96.8)
BRL
BRL
1
ug/1
lbs
3B.Anthracene )
X
BRL
BRL
1
ug/1
lbs
4B. Benzidine
(92-87-5)
�/
X
5B. Benzo (a)
Anthracene
(56.55.3)
X
BRL
BRL
1
ug/1
lbs
66. Benzo (a)
Pyrene (50-32-8)
X
BRL
BRL
1
ug/1
lbs
7B. 3,4-Benzo-
iluoranthene
(205.99.2)
X
BRL
BRL
1
ug/1
lbs
8B. Benzo (ghi)
Perylene (191-24-2)
X
BRL
BRL
1
ug/1
lbs
9B. Benzo (k)
Fluoranthene
(207-08-9)-
BRL
BRL
1
ug/1
lbs
108. Bis (2-Ch1oro-
ethoxy) Methane
(111-91-1)
X
BRL
BRL
1
ug/1
lbs
11 B. Bis (2-Chloro-
erhyQ Ether
(111-44-4)
X
BRL
BRL
•
1
ug/1
lbs
12B. Bis (2-
Clrloroisoprop l)X
Ether (102-80-1)
BRL
BRL
1
ug/1
lbs
13B. Bis (2-Ethvl-
hexyl)Phthafate
(117-81-7)
X
BRL
BRL
1
ug/1
lbs
14B. 4-Bromophenyl
Phenyl Ether
(101-55-3)
X
BRL
BRL
1
u g/ 1
lbs
15B. Butyl Benzyl
Phthalate (85-68-7)
X
BRL
BRL
1
ug/ 1
lbs
16B. 2-Chloro-
naphthalene
(91-58-7)
X
BRL
BRL
_
1
ug/1
lbs
17B. 4-Chloro-
phenyl Phenyl Ether
(7005-72-3)
X
BRL
BRL
1
ug/1
lbs
18B. Chrysene
(218-01-9)
BRL
BRL
1
ug/1
lbs
19B. Dibenzo (a.h)
Anthracene
(53-70-3)
X
BRL
BRL
1
ug/1
lbs
208.1,2-Dichloro-
benzene (95-50-1)
X
BRL
BRL
1
ug/1
lbs
218. 1.3-Di-chloro-
benzene(541-73-1)
X
BRL
BRL
1
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-6
CONTINUE ON PAGE V-7

CONTINUED FROM PAGE V-6
1. POLLUTANT
AND
CAS NUMBER
(if available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
b. NO. OF
ANALYSES
a.
TESTING
REQUIRED
b.
BEUEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
BELIEVED
ABSENT
(1)
CONCENTRATION _
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION
— BASE/NEUTRAL
COMPOUNDS (continued)
22B.1,4-Dichloro-
benzene (106.46-7)X
BRL
BRL
1
ug/ 1
lbs
23B. 3.3-Dichloro-
benzidine (91-94-1)
24B. Diethyl
Phthalate (84-66-2)
X
BRL
BRL
1
ug/1
lbs
Phthalate
(131 -11-3)
BRL
BRL
1
ug/1
lbs
26B. Di-N-Butyl
Phthalate(84-74-2)
X
BRL
BRL
1
ug/1
lbs
276.2,4-Dinitro-
toluene (121-14-2)
BRL
BRL
1
u g/ 1
lbs
288.2,6-Dinitro-
toluene (606-20-2)
X
29B. Di-N-Octyl
Phthalate (117-84-0)
X
30B. 1,2-Diphenyl-
hydrazine (as Azo-
benzene) (122-66-7)
X
_
_
(21�00)anthene )
X
BRL
BRL
1
ug/1
lbs1
-
`8�731�rene
X
BRL
BRL
1
ug/1
lbs
33B. Hexachloro-
benzene (118-74-1)X
BRL
BRL
1
ug/1
lbs
34B. Hexachloro-
butadiene (87-68-3)X
BRL
BRL
1
ug/1
lbs
35B. Hexachloro-
cyclopentadiene
(77-47-4)
X
BRL
BRL
1
ug/1
lbs
ethane (677272-1) ro-
-67 36B He
X
BRL
BRL
1
ug/ 1
lbs
_
378. Indeno
(1,2,3-W) Pyrene
(193-39-5)
X
BRL
BRL
1
ug/1
lbs
38B. Isophorone
(78-59-1)
X
BRL
BRL
1
ug/1
lbs
39B. Naphthalene
(91-20-3)
X
BRL
BRL
1
ug/1
lbs
'
(98-95-3) benzene
X
BRL
BRL
1
ug/1
lbs
41B. N-Nitro-
sodimethylamine
(62-75-9)
X
42B. N-Nitrosodi-
N-Propylamine
(621-64-7)
_
X
BRL
BRL
1
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-7
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(if available)
2. MARK "X'
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if -available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
'
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
CO
CONCENTRATION
_ (2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS (continued)
43B. N-Nitro-
sodiphenylamine
(86-30-6)
BRL
BRL
1
ug/1
lbs
44B. Phenanthrene
(85-01-8)
X
BRL
BRL
1
ug/1
lbs
45B. Pyrene
(129-00-0)
X
BRL
BRL
-
1
ug/1
lbs
46B. 1,2,4-Tri-
chlorobenzene
(120-82-1)
BRL
BRL
1
ug/1
lbs
GC/MS FRACTION
— PESTICIDES
1P. Aldrin
(309-00-2)
X
2P. a-BHC
(319-846)
X
3P. p-BHC
(319-85-7)
X
-
4P. y-BHC
(58-89-9)
X
5P. 8-BHC
(319-88-8)
\/
X
6P. Chlordane
(57-74-9)
X
7P. 4,4'-DDT
(50-29-3)
X
8P.4,4'-DDE
(72-55-9)
X
9P. 4,4'-DDD
(72-54-8)
\/
X
10P. Dieldrin
(60-57-1)
X
11 P. a-Enosulfan
(115-29-7)
X
12P. p-Endosulfan
(115-29-7)
X
13P. Endosulfan
Sulfate
(1031-07-8)
X
14P. Endrin
(72-20-8)
X
15P. Endrin
Aldehyde
(7421-93-4)
X
16P. Heptachlor
X
(76-44-8)
EPA Form 3510-2C (8-90)
PAGE V-8
CONTINUE ON PAGE V-9

CONTINUED FROM PAGE V-8
EPA I.D. NUMBER (copy from Item 1 of Form 1) I OUTFALL NUMBER
NCD04444475 1 Equal. Tank- 001
1. POLLUTANT
AND
CAS NUMBER
(f available)
2. MARK "X"
• • 1
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BEUEVED
PRESENT
c,
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
1
CONCENTRATION
(2) MASS
GC/MS FRACTION — PESTICIDES (continued)
E o. Heptachlor
paxide
(1024-57-3)
18P. PCB-1242
(53469-21-9)
v
19P. PCB-1254
(11097-69-1)
v
20P. PCB-1221
(11104-28-2)
�/
/\
21P. PCB-1232
(11141-16-5)
v
22P. PCB-1248
(12672-29-6)
23P. PCB-1260
(11096-82-5)
n
24P. PCB-1016
(12674-11-2)
25P.Toxaphene
(8001-35-2)
.
EPA Form 3510-2C (8-90)
PAGE V-9

PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY. You may report some or all of this information
on separate sheets (use the same format) instead of completing these pages.
SEE INSTRUCTIONS.
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C)
EPA I.D. NUMBER (copy from Item I of Form 1)
NCD04444475
OUTFALL NO. "
Primary Clarifier-001
PART A —You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.
1. POLLUTANT
2. EFFLUENT
3. UN TS
(speck rjblank)
4. INTAKE
(option!)
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(ijavarlahle)
c. LONG TERM AVRG. VALUE
W.available)
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1) CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
b. NO. OF
ANALYSES
a. Biochemical Oxygen
Demand (BOD)
95
119
NA
1
m 1
g/
lbs
NA
b. Chemical Oxygen
Demand (COD)
No Data
No Data
c. Total Organic Carbon
(TOC)
No Data
No Data
d. Total Suspended
Solids(TSS)
< 25
31
1
mg/1
lbs
e. Ammonia (usN)
No Data
f. Flow
VALUE
150,000
VALUE
VALUE
GPD
VALUE
g. Temperature
(miner)6.02
VALUE
VALUE
VALUE
°C
VALUE
h. Temperature
(summer)
VALUE
6.69
VALUE
VALUE
°C
VALUE
i. pH
MINIMUM
7 . 11
MAXIMUM
7.21
MINIMUM
NA
MAXIMUM
STANDARD UNITS
PART B — Mark "X" in column 2-a for each pollutant you know or have reason to believe is present. Mark "X" in column 2-b for each pollutant you believe to be absent. If you mark co umn 2a for any pollutant which is limited either
directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide
quantitative data or an exp anation of their presence in your discharge. Complete one table for each outfall. See the instructions for additional details and requirements.
1. POLLUTANT
AND
CAS NO.
(rfavailahle)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a
BELIEVED
PRESENT
b.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(rjavailoble)
c. LONG TERM AVRG. VALUE
(if available)
a. CONCEN-
TRATION
b. MASS
a. LONG TERM AVERAGE
VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
b. NO. OF
ANALYSES
a. Bromide
(24959-67-9)
X
NA
NA
NA
NA
b. Chlorine, Total
XResidual
c. Color
X
No Data
d. Fecal Colitorm
\ /
�(
/�\
e. Fluoride
(16984-48-8)
(astv)f. teNitrite
X
0.23
0.29
1
mg/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-1
CONTINUE ON REVERSE

ITEM V B CONTINUED FROM FRONT
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
1. POLLUTANT
AND
CAS NO.
Of available)
a.
BEUEVED
PRESENT
b.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG. VALUE
(if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
•
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
g. Nitrogen.
Total Organic (as
N)
X
81
101
NA
NA
1
mg/1
lbs
NA
h. Oil and
Grease
v
i. Phosphorus
(as P), Total
(7723-14-0)
X
3.9
4. 88
1
mg/1
lbs
j. Radioactivity
(1) Alpha, Total
X
(2) Beta, Total
X
'v`
_
(3) Radium.
Total
(4) Radium 226.
Total
v
k. Sulfate
(as SO,)
(14808-79-8)
X
I. Sulfide
(as S)
�/
X
m. Sulfite
(as SOj)
(14265-45-3)
` ,
y
/\
n. Surfactants
X
o. Aluminum.
Total
(7429-90-5)
�/
X
p. Barium, Total
(7440-39-3)
`
n
q. Boron, Total
(7440-42-8)
r. Cobalt, Total
(7440-48-4)
�/
X
s. Iron, Total
(7439-89-6)
�/
X
t. Magnesium,
Total
(7439-95-4)
u. Molybdenum,
Total
(7439-98-7)
X
v. Manganese,
Total
(7439-98-5)
�(
/`
w. Tin, Total
(7440-31-5)
X
_
x. Titanium,
Total
(7440-32-6)
EPA Form 3510-2C (8-90)
PAGE V-2
CONTINUE ON PAGE V-3

CONTINUED FROM PAGE 3 OF FORM 2-C
EPA I.D. NUMBER (copyfrom Item 1 of Form 1) OUTFALL NUMBER
NCD04444475 Primary Clar.- 001
PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X' in column 2-a for all such GC/MS
fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. if you are not required to mark column 2-a (secondary industries, nonprocess wastewater outfalls, and nonrequired GC/MS
fractions), mark 'X" in column 2-b for each pollutant you know or have reason to believe is present. Mark "X" in column 2-c for each pollutant you believe is absent. If you mark column 2a for any pollutant, you must
provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one analysis for that pollutant if you know or have reason to believe it will be
discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4 dinitrophenol, or 2-methyl-4, 6 dinitrophenol, you must provide the results of at least one analysis for each of these
pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column 2b, you must either submit at least one analysis or
briefly describe the reasons the pollutant is expected to be discharged. Note that there are 7 pages to this part; please review each carefully. Complete one table (all 7 pages) for each outfall. See instructions for
additional details and requirements.
1. POLLUTANT
AND
CAS NUMBER
('rfavailable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
a
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION _
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
1)
CONCENTRATION
(2) MASS
METALS, CYANIDE, AND TOTAL PHENOLS
1 M. Antimony, Total
(7440-36-0)
X
NA
NA
NA
2M. Arsenic, Total
(7440-38-2)
v
-
3M. Beryllium, Total
(7440-41-7)
4M. Cadmium, Total
(7440-43-9)
v
5M. Chromium,
Total (7440-47-3)
X
BRL
BRL
1
mg/ 1
lbs
6M. Copper, Total
(7440-50-8)
X
BRL
BRL
1
mg/1
lbs
7M. Lead, Total
(7439-92-1)
X
BRL
BRL
1
mg/1
lbs
8M. Mercury, Total
(7439-97-6)
v
8M. Nickel, Total
(7440-02-0)
X
0 .013
0.016
1
mg/1
lbs
10M. Selenium,
Total (7782-49-2)
X
11M. Silver, Total
(7440-22-4)
X
12M. Thallium,
Total (7440-28-0)
v
(7440-66-6)13inc, Total
X
0. 031
0. 0 3 8
1
mg/1
lbs
14M. Cyanide,
Total (57-12-5)
X
0.009
0. 010
1
mg/1 1
lbs
Total Phenals,
X
0 .2 0
0 .2 5
1
mg/1
lbs
DIOXIN
2,3.7,8-Tetra-
chlorodibenzo-P-
Dioxin (1764-01-6)
s. /
DESCRIBE RESULTS en means Below Reporting Limit
EPA Form 3510-2C (8-90)
PAGE V-3
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(javailable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
a
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (ifavailable)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
.
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — VOLATILE COMPOUNDS
1 V. Accrolein
(107-02-8)
X
BRL
BRL
NA
NA
1
ug/1
lbs
NA
2V. Acrylonitrile
(107-13-1)
X
BRL
BRL
1
ug/1
1bs
31-43-2)ene
X
9.7
0.012
1
ug/1
lbs
4V. B!hl met)
mall?v� Elherr
(542-88-1)
5V. Bromoform
(75-25-2)
X
BRL
BRL
1
ug/1
lbs
6V. Carbon
Tetrachloride
(56-23-5)
X
BRL
BRL
1
ug/1
lbs
(108--9ai)benzene
X
1.5
0.0019
1
ug/1
lbs
8V. Chlorodi-
bromomethane
(124-48-1)
X
BRL
BRL
1
ug/1
lbs
(7 00-3)Chloroethane
9V10V.
X
BRL
BRL
1
ug/1
lbs
2-Chloro-
ethylvinyl Ether
(110-75-8)
X
11V. Chloroform
(67-66-3)
X
BRL
BRL
1
ug/1
lbs
12V. Dichloro-
bromomethane
(75-27-4)
X
13V. Dichloro-
difluoromethane
(75-71-8)
X
ro
14V. 1.1-Dichlo-
ethane (75-34-3)
�/
/�
15V.1,2-Dichloro-
ethane(107-06-2)
X
BRL
BRL
1
ug/1
lbs
16V.1.1-Dichloro-
ethylene (75-35.4)
�/
X
17V.1,2-Dichloro-
propane (78-87-5)
X
BRL
BRL
1
ug/1
g/
lbs
chloro-
propylenelone
prop
(542-75-6)
( o0-41-4) 19V. hyylbenzene
X
1.4
0.0018
1
ug/1
lbs
20V. Methyl
Bromide (74-83-9)
21V. Methyl
Chloride (74-87-3)
EPA Form 3510-2C (8-90)
PAGEV-4
CONTINUE ON PAGE V-5

CONTINUED FROM PAGE V-4
1. POLLUTANT
AND
CAS NUMBER
(ijavailable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional) ',
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c,
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — VOLATILE COMPOUNDS (cominned)
22V. MethyleneX
Chloride (75-09-2)
gam,
BRL
NA
NA
1
ug/1
lbs
NA
23V. 1.12.2-
Tetrachloroethane
(79-34-5)
X
BRL
BRL
1
ug/1
lbs
24V. Tetrachloro-
ethylene�/
(127-18-4)
/�
25V.Toluene
(108-88-3)
X
3.0
0.0038
1
ug/1
lbs
26V.1,2-Trans-
Dlchloroethylene
(156-60-5)
X
BRL
BRL
1
ug/1
lbs
27V.1,1.1-Trichloro-
ethane (71-55-6)
X
BRL
BRL
1
ug/ 1
lbs
28V.1,1.2-Trichf°ro-
ethane (79-00-5)
X
BRL
BRL
1
ug/1
lbs
29V Trichloro-
ethylene (79-01-6)
X
—
30V. Trichloro-
tl>Joromethane
(75-69-4)
X
BRL
BRL
1
ug/1
lbs
31V. Vinyl Chloride
(75-01-4)
X
BRL
BRL
1
ug/ 1
lbs
GC/MS FRACTION — ACID COMPOUNDS
1A. 2-Chlorophenol
(95-57-8)
BRL
BRL
1
ug/1
lbs
2A. 2,4-Dlchloro-
phenol (120-83-2)
X
BRL
BRL
1
u 1
g '
lbs
3A. 2,4-Dimethyl-
phenol (105-67-9)
X
BRL
BRL
1
ug/1
lbs
4A. 4,6-Dinitro-0-
Cresol (534-52-1)
�/
/\
5A 2,4-Dinitro-
phenol (51-28-5)
X
BRL
BRL
1
ug/ 1
lbs
6A.2-Nitropheno!
(88-75-5)
X
BRL
BRL
1
ug/1
lbs
7A 4-Nitr°phen°f
(100-02-7)
u
,
BRL
BRL
1
ug/1
lbs
8A P-Chloro-M-
Cresol(59-50-7)
X
9A. Pentachforo-
phenol (87-86-5)
X
BRL
BRL
1
ug/1
lbs
10A Phenol
(108-95-2)
X
BRL
BRL
1
ug/1
lbs
'
11A. 2,4,6-Trichloro-
phenol (88-05-2)
X
BRL
BRL
1
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-5
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(f available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (opllona!) I
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(ifavallable)
c. LONG TERM AVRG.
VALUE (if available)
'
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
-
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS
(B�3A 9,aphthene 8
X
BRL
BRL
NA
NA
1
ug/ 1
lbs
NA
2B. Acenaphtylene
(208-96-8)
X
BRL
BRL
1
ug/1
lbs
3B. Anthracene
(120-12-7)
XBRL
BRL
1
ug/1
lbs
4B. Benzidine
(92-87-5)
�/
X
56. Benzo (a)
Anthracene
(56-55-3)
X
BRL
BRL
V
1
ug/1
lbs
-
6B. Benzo (a)
Pyrene (50-32-8)
X
BRL
BRL
1
u 1
g/
lbs
7B. 3,4-Benzo-
fluoranthene
(205-99-2)
X
BRL
BRL
1
ug/1
lbs
88. Benzo (ghi)
Perylene (191-24-2)
X
BRL
BRL
1
ug/1
lbs
9B. Benzo (k)
Fluoranthene
(207-08-9)
X
BRL
BRL
1
ug/1
lbs
10B. Bis (2-Chloro-
erhoxy) Methane
(111-91-1)
X
BRL
BRL
1
ug/1
lbs
11B. Bis (2-Chloro-
erlryl) Ether
(111-44-4)
X
BRL
BRL
1
ug/1
lbs
12B. Bis (2-
Clrloroisopropyl)
Ether (102-80-1)
X
BRL
BRL
1
ug/1
lbs
13B. Bis (2-Erhvl-
hexyl) Phthalate
(117-81-7)
X
BRL
BRL
1
ug/ 1
lbs
14B. 4-Bromophenyl
Phenyl Ether
(101-55-3)
X
BRL
BRL
1
ug/1
lbs
15B. Butyl Benzyl
Phthalate (85-68-7)
X
BRL
BRL
1
ug/1
lbs
16B. 2-Chloro-
naphthafene
(91-58-7)
X
BRL
BRL
1
ug/1
lbs
17B. 4-Chloro-
phenyl Phenyl Ether
(7005-72-3)
X
BRL
BRL
1
ug/1
lbs
186. Chrysene
(218-01-9)
X
BRL
BRL
1
-
ug/1
lbs
19B. Dibenzo (a,h)
Anthracene
(53-70-3)
X
BRL
BRL
1
ug/1
lbs
208.1,2-Dichloro-
benzene (95-50-1)
X
BRL
BRL
1
ug/1
lbs
218.1,3.Di-chloro-X
benzene (541-73-1)
BRL
BRL
1
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-6
CONTINUE ON PAGE V 7

CONTINUED FROM PAGE V-6
1. POLLUTANT
AND
CAS NUMBER
Of available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional) "
a
TESTING
REQUIRED
b.
BEUEVED
PRESENT
a
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
_
*
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
-
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION
— BASE/NEUTRAL
COMPOUNDS (continued)
22B.1,4-Dichloro-
benzene (106-46-7)
BRL
BRL
NA
NA
1
u g/ 1
lbs
NA
23B. 3,3-Dichloro-
benzidine (91-94-1)
X
—
-
248. Diethyl
Phthafate(84-66-2)
X
BRL
BRL
1
ug/1
lbs
258. Dimethyl
Phthalate
(131 -11-3)
X
BRL
BRL
1
ug/1
lbs
268. DI-N-Butyl
Phthalate(s4-74-z)
X
BRL
BRL
1
ug/1
lbs
27B. 2,4-Dinitro-
toluene (121-14-2)X
BRL
BRL
1
ug/1
lbs
28B. 2,6-Dinitro-
toluene (606-20-2)
X
298. Di-N-Octyl
Phthalate (117-84-0)
X
30B. 1,2-Diphenyl-
hydrazine (as Azo-
benzene) (122-66-7)
X
(2 6-0Fluoranthene
X
BRL
BRL
1
ug/1
lbs
(t368-73 u7'rene
X
BRL
BRL
1
ug/1
lbs
33B. Hexachloro-
benzene (118-74-1)
X
BRL
BRL
1
ug/1
lbs
34B. Hexachloro-
butadiene (87-68-3)X
BRL
BRL
1
ug/1
lbs
358. Hexachloro-
cydopentadiene
(77-47-4)
X
BRL
BRL
1
ug/1
lbs
368 Hexachloro-
ethane (67-72-1)
X
BRL
BRL
1
ug/1
lbs
378. Indeno
(1,2,3-cd) Pyrene
(193-39-5)
X
BRL
BRL
1
ug/1
lbs
38B. Isophorone
(78-59-1)
X
BRL
BRL
-
1
ug/1
lbs
398. Naphthalene
(91-20-3)
X
BRL
BRL
1
ug/1
lbs
408. Nitrobenzene
(98-95-3)
X
BRL
BRL
v
1
ug/1
lbs
41B. N-Nitro-
sodimethylamine
(62-75-9)
X
—
42B. N-Nitrosodi-
N-Propylamine
(621-64-7)
X
BRL
BRL
1
ug/ 1
lbs
EPA Form 3510-2C (8-90)
PAGE V-7
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(If available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional) "
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
'
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS _
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS (continued)
43B. N-Nitro-
(sodiphe6n)yiamine
X
BRL
BRL
NA
NA
1
ug/ 1
lbs
NA
4�0P-8)nanthrene
X
BRL
BRL
1
ug/1
lbs
(12Pyrene
X
BRL
BRL
1
ug/1
lbs
48B.1,2,4-Tri-
chlorobenzene
(120-82-1)
X
BRL
BRL
1
ug/1
lbs
GC/MS FRACTION
— PESTICIDES
1P. Aldrin
(309-00-2)
X
2P. a-BHC
(319-84-6)
�/
/\
3P. P-BHC
(319-85-7)
X
4P. y-BHC
(58-89-9)
X
5P. 5-BHC
(319-88-8)
�/
X
6P. Chlordane
(57-74-9)
�/
X
7P. 4,4'-DDT
(50-29-3)
�/
X
8P. 4,4'-DDE
(72-55-9)
X
9P. 4,4'-DDD
(72-54-8)
�/
X
—
10P. Dieidrin
(60-57-1)
X
-
11 P. a-Enosulfan
(115-29-7)
X
12P. If-Endosulfan
(115-29-7)
X
V
13P. Endosulfan
Sulfate
(1031-07-8)
X
14P. Endrin
(72-20-8)
X
15P. Endrin
Aldehyde
(7421-93-4)
X
16P. Heptachlor
X
(76-44-8)
EPA Form 3510-2C (8-90)
PAGE V-8
CONTINUE ON PAGE V-9

'w
EPA I.D. NUMBER (copy from Item 1 ofFonn 1) I OUTFALL NUMBER
NCD04444475
CONTINUED FROM PAGE V-8
Primary Clar.- 001
1. POLLUTANT
AND
CAS NUMBER
Ofavailable)
2. MARK "X'
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
b. NO. OF
ANALYSES
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-(1)
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
GC/MS FRACTION — PESTICIDES (contin red)
17P. Heptachlor
Epoxide
(1024-57-3)
X
NA
NA
NA
NA
NA
18P. PCB-1242
(53469-21-9)
�/
�\
19P. PCB-1254
(11097-69-1)
v
20P. PCB-1221
(11104-28-2)
v
21P. PCB-1232
(11141-16-5)
\/
/�
22P. PCB-1248
(12672-29-6)
23P. PCB-1260
(11096-82-5)
24P. PCB-1016
(12674-11-2)
25P. Toxaphene
(8001-35-2)
EPA Form 3510-2C (8-90)
PAGE V-9

PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY. You may report some or all of this information EPA I.D. NUMBER (copy/inn( hem 1 of Form 1)
on separate sheets (use the same format) instead of completing these pages. NCD04444475
SEE INSTRUCTIONS.
OUTFALL NO.
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C)
Secondary Clarifier-001
PART A —You must prow de the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.
1. POLLUTANT
2. EFFLUENT
3. UN TS
(spceifyifblank)
4. INTAKE
(optional)
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG. VALUE
(if available)
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1) CONCENTRATION
(2) MASS
NO. OF
d.b.
ANALYSES
(1)
CONCENTRATION
(2) MASS
NO. OF
ANALYSES
a. Biochemical Oxygen
Demand (BOD)
78
98
NA
1
mg/1
lbs
NA
b. Chemical Oxygen
Demand (COD)
No Data
No Data
c. Total Organic Carbon
(TOC)
No Data
No Data
d. Total Suspended
Solids(TSS)
38
48
1
mg/1
lbs
e. Ammonia (asN)
No Data
f. Flow
VALUE
150, 000
VALUE
VALUE
GPD
VALUE
g. Temperature
(wooer)
VALUE
7 . 71
VALUE
VALUE
°C
VALUE
h. Temperature
(summer)
VALUE
8 . 2 7
VALUE
VALUE
°C
VALUE
i. pH
MINIMUM
6 . 94
MAXIMUM
7 . 13
MINIMUM
NA
MAXIMUM
STANDARD UNITS
PART B — Mark "X" in column 2-a for each pollutant you know or have reason to believe is present. Mark "X" in column 2-b for each pollutant you believe to be absent. If you mark co umn 2a for any pollutant which is limited either
directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide
quantitative data or an explanation of their presence in your discharge. Complete one table for each outfall. See the instructions for additional details and requirements.
1. POLLUTANT
AND
CAS NO.
(rfavarlable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
BELIEVED
PRESENT
b,
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(ifavailable)
c. LONG TERM AVRG. VALUE
(rfavailable)
a. CONCEN-
TRATION
b. MASS
a. LONG TERM AVERAGE
VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
b. NO. OF
ANALYSES
a. de
(249559-67-67- 9)
(2
X
NA
NA
NA
NA
b. Chlorine, Total—
Residual
�/
/�
c. Color
X
No Data
d. Fecal Coliform
X
e. Fluoride
(16984-4B-8)
X
(.Nitrate -Nitrite
(as M
\/
/\
0.17
0.21
1
mg/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-1
CONTINUE ON REVERSE

ITEM V-B CONTINUED FROM FRONT
0
2. MARK 'X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
1. POLLUTANT
AND
CAS NO.
(if available)
a.
BELIEVED
PRESENT
b.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(ijavatlable)
c. LONG TERM AVRG. VALUE
(if available)
d. NO. OF
ANALYSES
a. CONCEN-CO
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
g. Nitrogen,
Total Organic (as
M
X
41
51
NA
NA
1
mg/1
lbs
NA
h. Oil and
Grease
X
I. Phosphorus
P), Total
(7723-14-0)
X(as
3.0
3.8
_ ,r
1
mg/1
lbs
j. Radioactivity
(1) Alpha, Total
X
(2) Beta, Total
X
(3) Radium,
Total
v
'
(4) Radium 226,
Total
v
k. Sulfate
(as SO4)
(14808-79-8)
X
I. Sulfide
(ass)
\/
X
m. Sulfite
(as SO,)
(14265-45-3)
X
n. Surfactants
X
o. Aluminum,
Total
(7429-90-5)
X
p. Barium, Total
(7440-39-3)
`/
n
q. Boron, Total
(7440-42-8)
r. Cobalt, Total
(7440-48-4)
�/
X
s. Iron, Total
(7439-89-6)
�/
/�
1
t. Magnesium,
Total
(7439-95-4)
X
u. Molybdenum,
Total
(7439-98-7)
X
_
v. Manganese,
Total
(7439.98.5)
X
w. Tin, Total
(7440-31-5)
1
x. Titanium,
Total
(7440-32-6)
X
EPA Form 3510-2C (8-90)
PAGE V-2
CONTINUE ON PAGE V-3

CONTINUED FROM PAGE 3 OF FORM 2-C
EPA I.D. NUMBER (copy from Item 1 of Font, 1) OUTFALL NUMBER
NCD04444475 Second Clar.- 001
PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2o-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X" in column 2-a for all such GC/MS
fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you are not required to mark column 2-a (secondary industries, nonprocess wastewater outfalls, and nonrequired GC/MS
fractions), mark "X" in column 2-b for each pollutant you know or have reason to believe is present. Mark "X" in column 2-c for each pollutant you believe is absent. If you mark column 2a for any pollutant, you must
provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one analysis for that pollutant if you know or have reason to believe it will be
discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4 dinitrophenol, or 2-methy1-4, 6 dinitrophenol, you must provide the results of at least one analysis for each of these
pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column 2b, you must either submit at least one analysis or
briefly describe the reasons the pollutant is expected to be discharged. Note that there are 7 pages to this part please review each carefully. Complete one table (all 7 pages) for each outfall. See instructions for
additional details and requirements.
1. POLLUTANT
AND
CAS NUMBER
(if available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
b. NO. OF
ANALYSES
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
C.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
1 )
CONCENTRATION
(2) MASS
METALS. CYANIDE. AND TOTAL PHENOLS
1 M. Antimony, Total
(7440-36.0)
X
NA
NA
NA
2M. Arsenic, Total
(7440-38-2)
v
3M. Beryllium, Total
(7440-41-7)
v
4M. Cadmium, Total
(7440-43-9)
v
5M. Chromium,
Total (7440-47-3)X
BRL
BRL
1
mg/1
lbs
(7440-50 8)� Total
X
0. 013
0.016
1
mg/1
lbs
7M. Lead. Total
(7439-92-1)
XBRL
BRL
1
mg/1
lbs
8M. Mercury. Total
(7439-97-6)
X
9M. Nickel, Total
(7440-02-0)
BRL
BRL
1
mg/1
lbs
10M. Selenium,
Total (7782-49-2)
v
11M. Silver, Total
(7440-22-4)
v
12M. Thallium,
Total (7440-28-0)
v
13M, Zinc, Total
(7440-86-6)
X
BRL
BRL
1
mg/1
lbs
14M. Cyanide,
Total (57-12-5)
X
0.013
0.021
1
mg/1
lbs
Total Phenols,
X
0.072
0.90
1
mg/1
lbs
DIOXIN
2,3,7,8-Tetra-
chlorodibenzo-P-
Dioxin (1764-01-6)
DESCRIBE RESULTS BRL means Below Reporting Limit
EPA Form 3510-2C (8-90)
PAGE V-3
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
((1 available)
2. MARK "X"
3. EFFLUENT -
4. UNITS
5. INTAKE (optional) I
a.
TESTING
REQUIRED
b.
BEUEVED
PRESENT
c,
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(If available)
c. LONG TERM AVRG.
VALUE (IJavailable)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BEUEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
1
CONCENTRATION
(2) MASS
GC/MS FRACTION — VOLATILE COMPOUNDS
2-8ein
(107-02-8)
X
BRL
BRL
NA
NA
1
ug/1
lbs
NA
2V. Acrylonitrile
(107-13-1)
X
BRL
BRL
1
ug/1
lbs
(7 1-43-2)ene
X
4.4
0.0055
1
ug/1
lbs
4V. Bis (Chloro-
methyl) Ether
(542-88-1)
X
(7 5-25-2)oform
X
BRL
BRL
1
ug/1
lbs
6V. Carbon
Tetrachloride
(56-23-5)
X
BRL
BRL
-
1
ug/1
lbs
_
7V. Chlorobenzene
(10s-90-7-9o-7)
(10
X
BRL
BRL
1
ug/1
lbs
8V. Chlorodi-
bromomethane
(124-48-1)
V
BRL
BRL
1
ug/1
lbs
n�3) ethane
X
BRL
BRL
1
ug/1
lbs
10V. 2-Chloro-
ethylvinyl Ether
(110-75-8)
X
11V. Chloroform
(67-66-3)
X
BRL
BRL
1
ug/1
lbs
12V. Dichloro-
bromomethane
(75-27-4)
X
—
13V. Dichloro-
ditluaromethane
(75-71-8)
X
14V.1.1-Dichloro-
ethane (75-34-3)1
�/
/�
ethane 5V. e(107-06-2) 21Dichloro-
e
X
BRL
BRL
1
ug/1
lbs
16V.1,1-Dichloro-
ethylene (75-35-4)
17V. propane (78- taro-
propane (78-87-5)
X
BRL
BRL
1
ug/1
lbs
18V.1,3-Dichloro-
propylene
(542-75-6)
X
19V. Ethylbenzene
(100-41-4)
X
BRL
BRL
1
ug/ 1
lbs
20V. Methyl
Bromide (74-83-9)
21V. Methyl
Chloride (74-87-3)
EPA Form 3510-2C (8-90)
PAGE V-4
CONTINUE ON PAGE V 5

CONTINUED FROM PAGE V-4
1. POLLUTANT
AND
CAS NUMBER
Of available)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATiON
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
CO
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
GC/MS FRACTION — VOLATILE COMPOUNDS (continued)
22V. Methylene
Chloride (75-09-2)X
BRL
BRL
NA
NA
1
ug/1
lbs
NA
23V. 1,2,2- Tetra.
Tetrachloroethane
(79-34-5)
` '
X
BRL
BRL
1
ug/1
lbs
24V. Tetrachloro-
(127-18-4)
Xethylene
25V. Toluene
(108-88-3)
X
3.9
0.005
1
ug/1
lbs
28V. 1,2-Trans-
Oichloroethylene
(156-60-5)
X
BRL
BRL
1
ug/1
lbs
'
27V.1,1,1-Trichloro-
ethane (71-55-6)
BRL
BRL
1
ug/ 1
lbs
28V.1,12-Trichforo-
ethane (79-00-5)
X
BRL
BRL
1
ug/1
lbs
29V Trichloro-
ethylene (79-01-6)
X
30V. Trichforo-
fluoromethane
(75-69-4)
X
•
BRL
BRL
1
ug/1
lbs
31V. Vinyl Chloride
(75-01-4)
X
BRL
BRL
1
ug/1
lbs
GC/MS FRACTION — ACID COMPOUNDS
1A. 2-Chlorophenol
(95-57-8)
BRL
BRL
1
ug/1
lbs
2A. of (12 Moro-
phenol(120-83-2)
X
BRL
BRL
_
1
ug .1
lbs
3A. 2,4-Dimethyl-
phenol (105-67-9)
X
BRL
BRL
1
ug/1
lbs
4A. 4,6-Dinitro-0-
Cresol (534-52-1)
X
5A. 2,4-Dinitro-
phenol(51-28-5)
X
BRL
BRL
1
ug/1
lbs
6A. 2-Nitrophenol
(88-75-5)
X
BRL
BRL
1
ug/1
lbs
7A.4Nitrophenol
(100-02-7)
X
BRL
BRL
1
ug/1
lbs
8A. P-Chloro-M-
Cresol (59-50-7)
X
9A. Pentachloro-
phenol (87-86-5)
X
BRL
BRL
1
ug/ 1
lbs
10A.Pheno!
(108-95-2)
X
BRL
BRL
1
ug/1
lbs
11A.2,4,6-Trichloro-
phenol (88-05-2)
X
BRL
BRL
1
u 1
g/
lbs
EPA Form 3510-2C (8-90)
PAGE V-5
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(javallable)
2. MARK 'X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional) ,
a.
TESTING
REQUIRED
b.
BEUEVED
PRESENT
C.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (1favailable)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
A
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
1
CONCENTRATION
(2) MASS
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS
(83-32 )aphthene
X
BRL
BRL
NA
NA
1
ug/1
lbs
NA
2B. Acenaphtylene
(208-96-8)
X
BRL
BRL
1
ug/1
lbs
3B. Anthracene
(120-12-7)
X
BRL
BRL
1
ug/1
lbs
4B. Benzidine
(92-87-5)
�/
X
5B. Benzo (a)
Anthracene
(56-55-3)
X
BRL
BRL
1
ug/1
lbs
—
6B. Benzo (a)
Pyrene (50-32-8)
X
BRL
BRL
1
ug/1
lbs
7B. 3,4-Benzo-
tivaranthene
(205-99-2)
X
BRL
BRL
1
ug/1
lbs
8B. Benzo (ghi)
Perytene (191-24-2)
X
BRL
BRL
1
ug/1
lbs
9B. Benzo (k)
Fluoranthene
(207-08-9)
X
BRL
BRL
1
ug/ 1
lbs
10B. Bis (2-Chloro-
ethoxy) Methane
(111-91-1)
X
BRL
BRL
1
ug/1
lbs
11 B. Bis (2-Chloro-
ethyl) Ether
(111-44-4)
X
BRL
BRL
1
ug/1
lbs
12B. Bis (2-
ClrloroisopropvQ
Ether (102-80-1)
X
BRL
BRL
1
ug/1
lbs
13B. Bis (2-Ethvl-
hezy!) Phthalate
(117-81-7)
X
BRL
BRL
1
ug/1
lbs
14B. 4-Bromophenyl
Phenyl Ether
(101-55-3)
X
BRL
BRL
1
ug/1
lbs
15B. Butyl Benzyl
Phthalate (85-68-7)
X
BRL
BRL
1
ug/1
lbs
16B. 2-Chloro-
naphthalene
(91-58-7)
X
BRL
BRL
1
ug/1
lbs
17B. 4-Chloro-
phenyl Phenyl Ether
(7005-72-3)
X
BRL
BRL
1
ug/1
lbs
18B. Chrysene
(218-01-9)
X
BRL
BRL
1
ug/1
lbs
19B. Dibenzo (a.h)
Anthracene
(53-70-3)
X
BRL
BRL
1
ug/1
lbs
208.1,2-Dtchloro-
benzene (95-50-1)
X
BRL
BRL
1
ug/1
g/
lbs
21 B.1,3-Di-chlaro-
benzene (541-73-1)
X
BRL
BRL
1
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-6
CONTINUE ON PAGE V-7

CONTINUED FROM PAGE V-6
1. POLLUTANT
AND
CAS NUMBER
(favailable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional) -
a
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(If available)
c. LONG TERM AVRG.
VALUE (if available)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
ii
—_
-
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
1)
CONCENTRATION
(2) MASS
GC/MS FRACTION
— BASE/NEUTRAL
COMPOUNDS (continued)
benzene (106-46-7)oro-
benzene
X
BRL
BRL
NA
NA
1
u 1
g/
lbs
NA
238.3,3-Dichloro-
benzidine (91-94-1)
24B. Diethyl
Phthalate (84-66-2)
X
BRL
BRL
1
ug/1
lbs
Phthalate
(131 -11-3)
BRL
BRL
1
ug/1
lbs
26B. DI-N-Butyl
Phthalate (84-74-2)
X
BRL
BRL
1
ug/ 1
lbs
278.2,4-Dinitro-
toluene (121-14-2)X
BRL
BRL
1
ug/1
lbs
28B. 2.6-Dinitro-
toluene (608-20-2)
X
298. Di-N-Octyl
Phthalate (117-84-0)
X
30B. 1,2-Diphenyl-
hydrazine (as Azo-
benzene) (122-66-7)
X
313(
(20600)anihene )
X
BRL
BRL
1
ug/1
lbs
2
8 73-77)Orene
X
BRL
BRL
1
ug/1
lbs
33B. Hexachloro-
benzene (118-74-1)X
BRL
BRLug/1
1
lbs
34B. Hexachloro-
butadiene(87-68-3)X
BRL
BRL
1
ug/1
lbs
35B. Hexachloro-
cyclapentadiene
(77-47-4)
X
BRL
BRL
1
ug/1
lbs
etthh ane (67-72- eHe2-1))
67-7
X
BRL
BRL
1
ug/1
lbs
37B. o
(1.2, 13-cd)nPyrene
(193-39-5)
X
BRL
BRL
1
ug/1
lbs
38B. Isophorone
(78-59-1)
X
BRL
BRL
1
ug/1
lbs
-
398. Naphthalene
(91-20-3)
X
BRL
BRL
1
ug/ 1
lbs
408. Nitrobenzene
(98-95-3)
X
BRL
BRL
1
ug/1
lbs
41B. N-Nitro-
sodimethyiamine
(62-75-9)
X
42B. N-Nitrosodi-
N-Propyiamine
(621-64-7)
X
BRL
BRL
1
ug/1
lbs
EPA Form 3510-2C (8-90)
PAGE V-7
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
AND
CAS NUMBER
(favailable)
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional) •
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
VALUE (ifavailable)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BEUEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
1
CONCENTRATION
(2) MASS
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS (continued)
43B. N-Nitro-
sodiphenytamine
(86-30-6)
X
BRL
BRL
NA
NA
1
ug/ 1
lbs
NA
44B.Phenanthrene
(85-01-8)
X
BRL
BRL
1
ug/1
lbs
-
45B. Pyrene
(129-00-0)
X
BRL
BRL
1
ug/1
lbs
468.1,2,4-Tr1-
chlorobenzene
(120-82-1)
BRL
BRL
1
u 1
g
lbs
GC/MS FRACTION — PESTICIDES
1P. Aldrin
(309-00-2)
X
2P. a-BHC
(319-84-6)
\/
X
3P. (i-BHC
(319-85-7)
v
4P. y-BHC
(58-89-9)
X
5P. 8-BHC
(319.88-8)
�/
X
6P. Chlordane
(57-74-9)
X
+
7P. 4.4'-DDT
(50-29-3)
�/
/�
8P. 4,4'-DDE
(72-55-9)
X
9P. 4,4'-DDD
(72-54-8)
X
10P. Dieldrin
(60-57-1)
X
11P. a-Enosulfan
(115-29-7)
X
12P. (1-Endosutfan
(115-29-7)
X
13P. Endosutfan
Sulfate
(1031-07-8)
X
14P. Endrin
(72-20-8)
X
15P. Endrin
Aldehyde
(7421-93-4)
X
16P. Heptachlor
(76-44-8)
X
EPA Form 3510-2C (8-90)
PAGE V-8
CONTINUE ON PAGE V-9

CONTINUED FROM PAGE V-8
EPA I.D. NUMBER (copy from Item I of Form I) I OUTFALL NUMBER
NCD04444475
Second Clar.- 001
1. POLLUTANT
AND
CAS NUMBER
(if available)
2. MARK "X'
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
a.
TESTING
REQUIRED
b.
BELIEVED
PRESENT
c
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(if available)
c. LONG TERM AVRG.
- VALUE (ifavailable)
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
_ (2) MASS
(1)
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS)
GC/MS FRACTION — PESTICIDES (continued)
17P. Heptachlor
Epoxide
(1024-57-3)
X
NA
NA
NA
NA
NA
18P. PCB-1242
(53469-21-9)
v
19P. PCB-1254
(11097-69-1)
20P. PCB-1221
(11104-28-2)
�/
�\
21P. PCB-1232
(11141-16-5)
\/
/\
22P. PCB-1248
(12672-29-6)
23P. PCB-1260
(11098-82-5)
-
24P. PCB-1016
(12674-11-2)
V
•
25P.Toxaphene
(8001-35-2)
EPA Form 3510-2C (8-90)
PAGE V-9