HomeMy WebLinkAboutNC0090115_Fact Sheet_20231024NCDEQ / DWR / NPDES
FACT SHEET - NPDES PERMIT DEVELOPMENT
NEW NPDES Permit NCO090115
Siying Chen, Expedited Permitting and Compliance Unit July 18, 2023
Facility Information
Applicant
Catalyst Capital Partners
Facility Name
Camden Exchange
Applicant/Facility Contact
Kevin Christiansen, Development Associate [kevin@catalystcp.com]
Facility Mailing Address
1600 Camden Road, Suite 200, Charlotte, NC 28203
Project Location
1600 & 1614 Camden Road and 109 & 115 West Park Avenue
Charlotte, Mecklenburg Count
EAA Preparer
ECS Southeast, LLP
Joseph Nestor Unestor@ecslimited.com]
Treatment Operator
Same as applicant
Permitted Flow (MGD)
0.05 MGD
Type of Waste
Treated Groundwater (excavation dewatering)
Facility Class
PC-1
County
Mecklenburg
Facility Status
NEW
Regional Office
MRO
Stream Characteristics
Receiving Stream
UT to Irwin Creek
Stream Classification
C
Stream Segment
11-137-1
Drainage basin
Catawba River Basin
Summer 7Q10 (cfs)
0
Subbasin
03-08-32
Winter 7Q 10 (cfs)
0
Use Supporting
No
30Q2 (cfs)
0
303(d) Listed?
Yes — Benthos, Fish
Community
Average Flow (cfs)
—
USGS Topo Quad
Charlotte East
Instream Waste
Concentration
(IWC) %
IWC = 100 %
[discharge to storm-
sewer
inlet = "zero -flow"
conditions]
Fact Sheet - NPDES Permit NCO090115
Page 1 of 9
1. Background
Catalyst Capital Partners is redeveloping an approximately 0.86-acre property located at 1600 & 1614
Camden Road and 109 & 115 West Park Avenue in Charlotte, Mecklenburg County, NC. The property
is a NC Brownfields site. The subject property is currently developed with a single -story restaurant
building (approximately 3,600 sqft) and a two-story office building (approximately 6,947 sqft). The
remaining portions of the subject property consist of paved parking areas and landscaped areas. Catalyst
Capital Partners plans to construct a 291-Units, 29-Story tower, that will include apartments, parking
deck, retail space, restaurant space, and office space.
2. Project Description
During construction, Camden Exchange proposes to collect groundwater from the construction areas
where excavations may intersect the water table using lateral drain and/or sumps and during the drilling
of deep foundation systems. The treatment system will include a 18,000-gallon frac tank for settling and
grit removal, followed by a 1,000-gallon surge/mixing tank, followed by two particulate filters in series,
followed by two 1,000-pound carbon vessels in series. Stormwater drop basins are located on the subject
property and flow in subsurface piping to a discharge point on an unnamed tributary to Irwin Creek,
approximately 2,600-ft northwest of the subject property. The dewatering activity is expected to occur
over a period of approximately one year.
3. Receiving Stream Evaluation
Irwin Creek and its UTs by association are currently classified C waterbodies located within the
Catawba River Basin. Irwin Creek is listed by the Division as impaired [2022 North Carolina 303 (d)
List] for Benthos and Fish Community.
Irwin Creek —:::] 11-137-1 11.8 FW Miles
638 From source to Sugar Creek
PARAMETER IR CATEGORY CRITERIA STATUS ' REASON FOR RATING 303D YEAR
Fish Comrnunity (Nar, AL, FW) 5 ET,,ding Criteria iFair, Poor or Severe Bioclassification ?008
Benthos (Nar, AL, FW) 50 Exceedin Criteria IFair, Poor or Severe Bioclassification I0
In accord with statewide NPDES permitting guidance, any discharge to a storm -sewer inlet is deemed
zero flow and therefore may afford no dilution to the effluent [15A NCAC 0213.0206 (d)].
4. DWR Evaluation of Proposed Discharge
Contaminants of Concern (COCs). The Division considered a list of COCs as site -assessment data
provided by the Applicant as analytes "believed to be present" [see application package for table of
Summary of Detection and details provided by Pace Analytical Services, LLC]. DWR has added
monitoring Monthly for these organic and inorganic analytes (see permit Section A. (1.)). Metals require
Fact Sheet - NPDES Permit NCO090115
Page 2 of 9
effluent monitoring for Total Hardness to established compliance with EPA guidelines for metals in
dissolved fraction [see 9. EPA Metals Evaluation — for Total Hardness below].
In addition to analytes "believed to be present," DWR has added Monthly monitoring for suites of
analytes as a comprehensive spot-check for organic compounds:
• Total Purgeable Organic Compounds, EPA 624.1
• Base -Neutral Acids (Semi -Volatile Organics), EPA Method 625.1
5. Establishing Compliance & Permit Limits
The Applicant proposes to discharge from an onsite Groundwater Treatment System to an established
storm -sewer inlet onsite. Because this outfall discharges to a storm -sewer inlet, the Division will assume
zero flow receiving -stream conditions offering no dilution, per NPDES permitting guidance statewide.
Permit limits therefore reflect Contaminants of Concern (COCs) based on analytes identified by the
Applicant as "known to be present" [See EPA Application form 2D].
CoCs that are believed present:
Parameter
CAS #
ProposeLimits
Limit Reference
Carcinogen?
Barium
7440-39-3
21,000
In -stream Target - Aquatic Life
No
& Secondary Recreation
Chromium*'
7440-47-3
M & R
02B - Hardness dependent for Cr-
N/A
III and Cr VI
Mercury
7439-97-6
0.012
02B - Aquatic Life & Secondary
N/A
Recreation
Benzene
71-43-2
51
02B - Fish Consumption
Yes
Naphthalene'
91-20-3
12
In -stream Target - Aquatic Life
N/A
& Secondary Recreation
Toluene
108-88-3
11
02B - Aquatic Life & Secondary
N/A
Recreation
1,2-dichloroethane
107-06-2
650
EPA NRWQC - Fish
Yes
Consumption
191-dichloroethene
75-35-4
20,000
EPA NRWQC - Fish
No
Consumption
Diisopropyl ether'
108-20-3
20,000
In -stream Target - Aquatic Life
N/A
& Secondary Recreation
Phenol'
108-95-2
300 (phenolic
02B - Aquatic Life & Secondary
N/A
compounds)
Recreation
*Hardness dependent
i Estimated result less than limit of quantitation but over detection limit
Reasonable Potential Analyses (RPAs) -- Current databases reflect site -assessment from monitoring
wells and soil borings only. Therefore, in the absence of treated discharge data, no RPA was conducted.
Whole Effluent Toxicity (WET) Testing -- Whole Effluent Toxicity (WET) testing is included as Acute,
Monthly, Monitoring and Report only [TAA6C]. WET testing is required for the duration of the permit.
Fact Sheet - NPDES Permit NC0090115
Page 3 of 9
6. Engineering Alternatives Analysis (EAA)
USGS made a determination that this unnamed tributary to Irwin Creek is a zero -flow stream. For
purposes of effluent limitations, a 7Q 10 of zero and an instream waste concentration (IWC) of 100%
will apply.
Communication with DWR's Modelling and Assessment Branch indicated that there are no impending
TMDLs for Irwin Creek.
Communication with the NC Wildlife Resource Commission indicated that there are no current records
of state or federally listed rare, threatened, or endangered species in Irwin Creek.
The applicant provided information on population growth of Mecklenburg County and concluded that the
expected population increase will not increase the anticipated flow rate as it's not dependent on population size.
The application also considered other technologically feasible alternatives as the following:
• Land application: not feasible due to land constraints as this site is in the urban area of Charlotte
• Connecting to an existing WWTP: the City of Charlotte prohibit the discharge of groundwater to
its POTW, no private WWTP nearby either
• Wastewater reuse: not feasible because the Brownfields Agreement for this property is expected
to prohibit the reuse of extracted groundwater
No Present Value of Cost Analysis was performed due to the above -mentioned reasons.
The applicant has submitted Local Government Review Form to the City of Charlotte and Mecklenburg
County but hasn't received a response.
Charlotte -Mecklenburg Storm Water Services approves the discharge of treated groundwater from this
remediation site.
7. Comment Received On Draft Permit
No comment received on draft permit.
8. Changes To Final Permit
No change to final permit.
9. EPA Metals Evaluation — for Total Hardness
NPDES Implementation of Instream Dissolved Metals Standards — Freshwater Standards
The NC 2007-2015 Water Quality Standard (WQS) Triennial Review was approved by the NC
Environmental Management Commission (EMC) on November 13, 2014. The US EPA subsequently
Fact Sheet - NPDES Permit NC0090115
Page 4 of 9
approved the WQS revisions on April 6, 2016, with some exceptions. Therefore, metal limits in draft
permits out to public notice after April 6, 2016 must be calculated to protect the new standards - as
approved.
Tablel. NC Dissolved Metals Water Quality Standards/Aquatic Life Protection
Parameter
Acute FW, µg/l
(Dissolved)
Chronic FW, µg/l
(Dissolved)
Acute SW, µg/l
(Dissolved)
Chronic SW, µg/l
(Dissolved)
Arsenic
340
150
69
36
Beryllium
65
6.5
---
---
Cadmium
Calculation
Calculation
40
8.8
Chromium III
Calculation
Calculation
---
---
Chromium VI
16
11
1100
50
Copper
Calculation
Calculation
4.8
3.1
Lead
Calculation
Calculation
210
8.1
Nickel
Calculation
Calculation
74
8.2
Silver
Calculation
0.06
1.9
0.1
Zinc
Calculation
Calculation
90
81
Table 2 Notes:
1. FW= Freshwater, SW= Saltwater
2. Calculation = Hardness dependent standard
3. Only the aquatic life standards listed above are expressed in dissolved form. Aquatic life
standards for Mercury and selenium are still expressed as Total Recoverable Metals due to
bioaccumulative concerns (as are all human health standards for all metals). It is still necessary
to evaluate total recoverable aquatic life and human health standards listed in 15A NCAC
2B.0200 (e.g., arsenic at 10 µg/l for human health protection; cyanide at 5 µg/L and fluoride at
1.8 mg/L for aquatic life protection).
Table 3. Dissolved Freshwater Standards for Hardness -Dependent Metals
The Water Effects Ratio (WER) is equal to one unless determined otherwise under 15A NCAC
02B .0211 Subparagraph (11)(d)
Metal
NC Dissolved Standard, /l
Cadmium, Acute
WER* { 1.136672-[ln hardness] (0.041838)} eA 10.9151 [In
hardness] -3.1485
Cadmium, Acute Trout
waters
WER*11.136672-[ln hardness] (0.041838)} eA10.9151[In
hardness] -3.6236
Cadmium, Chronic
WER*{1.101672-[In hardness] (0.041838)} eA10.7998[ln
hardness] -4.4451
Chromium III, Acute
WER*0.316 • e^ 0.8190[ln hardness] +3.725 61
Chromium III, Chronic
WER*0.860 e^ 0.8190 In hardness +0.6848
Copper, Acute
WER*0.960 e^ 0.9422 In hardness]- 1.700
Copper, Chronic
WER*0.960 e^ 0.8545[ln hardness]-1.702
Lead, Acute
WER*{1.46203-[ln hardness](0.145712)} • e^{1.273[ln hardness]-
1.460
Fact Sheet - NPDES Permit NC0090115
Page 5 of 9
Lead, Chronic
WER*{1.46203-[ln hardness](0.145712)} • eAl1.273[ln hardness]-
4.705
Nickel, Acute
WER*0.998 e^
0.8460[ln hardness] +2.25 51
Nickel, Chronic
WER*0.997 e^
0.8460 In hardness +0.0584
Silver, Acute
WER*0.85 • e Al
1.72[ln hardness]-6.59
Silver, Chronic
Not applicable
Zinc, Acute
WER*0.978 e^
0.8473[ln hardness] +0. 8 841
Zinc, Chronic
WER*0.986 e^
0.8473[ln hardness] +0. 8 841
General Information on the Reasonable Potential Analysis (RPA)
The RPA process itself did not change as the result of the new metals standards. However, application of
the dissolved and hardness -dependent standards requires additional consideration in order to establish
the numeric standard for each metal of concern of each individual discharge.
The hardness -based standards require some knowledge of the effluent and instream (upstream) hardness
and so must be calculated case -by -case for each discharge.
Metals limits must be expressed as `total recoverable' metals in accordance with 40 CFR 122.45(c). The
discharge -specific standards must be converted to the equivalent total values for use in the RPA
calculations. We will generally rely on default translator values developed for each metal (more on that
below), but it is also possible to consider case -specific translators developed in accordance with
established methodology.
RPA Permitting Guidance/WOBELs for Hardness -Dependent Metals - Freshwater
The RPA is designed to predict the maximum likely effluent concentrations for each metal of concern,
based on recent effluent data, and calculate the allowable effluent concentrations, based on applicable
standards and the critical low -flow values for the receiving stream.
If the maximum predicted value is greater than the maximum allowed value (chronic or acute), the
discharge has reasonable potential to exceed the standard, which warrants a permit limit in most cases. If
monitoring for a particular pollutant indicates that the pollutant is not present (i.e. consistently below
detection level), then the Division may remove the monitoring requirement in the reissued permit.
To perform a RPA on the Freshwater hardness -dependent metals the Permit Writer compiles the
following information:
• Critical low flow of the receiving stream, 7Q 10 (the spreadsheet automatically calculates
the 1 Q 10 using the formula 1 Q 10 = 0.843 (s7Q 10, cfs) 0.993
• Effluent hardness and upstream hardness, site -specific data is preferred
• Permitted flow
• Receiving stream classification
2. In order to establish the numeric standard for each hardness -dependent metal of concern and for
each individual discharge, the Permit Writer must first determine what effluent and instream
(upstream) hardness values to use in the equations.
Fact Sheet - NPDES Permit NC0090115
Page 6 of 9
The permit writer reviews DMR's, Effluent Pollutant Scans, and Toxicity Test results for any
hardness data and contacts the Permittee to see if any additional data is available for instream
hardness values, upstream of the discharge.
If no hardness data is available, the permit writer may choose to do an initial evaluation using a
default hardness of 25 mg/L (CaCO3 or (Ca + Mg)). Minimum and maximum limits on the
hardness value used for water quality calculations are 25 mg/L and 400 mg/L, respectively.
If the use of a default hardness value results in a hardness -dependent metal showing reasonable
potential, the permit writer contacts the Permittee and requests 5 site -specific effluent and
upstream hardness samples over a period of one week. The RPA is rerun using the new data.
The overall hardness value used in the water quality calculations is calculated as follows:
Combined Hardness (chronic) _
(Permitted Flow, cfs *Avg. Effluent Hardness, mg/L) x (s7Q 10, cfs *Avg. Upstream Hardness, mg/L)
(Permitted Flow, cfs + s7Q 10, cfs)
The Combined Hardness for acute is the same but the calculation uses the IQ 10 flow.
3. The permit writer converts the numeric standard for each metal of concern to a total recoverable
metal, using the EPA Default Partition Coefficients (DPCs) or site -specific translators, if any
have been developed using federally approved methodology.
EPA default partition coefficients or the "Fraction Dissolved" converts the value for
dissolved metal at laboratory conditions to total recoverable metal at in -stream
ambient conditions. This factor is calculated using the linear partition coefficients
found in The Metals Translator: Guidance for Calculating a Total Recoverable
Permit Limit from a Dissolved Criterion (EPA 823-B-96-007, June 1996) and the
equation:
Cdiss - 1
Ctotal 1 + { [Kpo] [SS(1+a)] [10-6]
Where:
ss = in -stream suspended solids concentration [mg/1], minimum of 10 mg/L used,
and Kpo and a = constants that express the equilibrium relationship between
dissolved and adsorbed forms of metals. A list of constants used for each hardness -
dependent metal can also be found in the RPA program under a sheet labeled DPCs.
4. The numeric standard for each metal of concern is divided by the default partition coefficient (or
site -specific translator) to obtain a Total Recoverable Metal at ambient conditions.
In some cases, where an EPA default partition coefficient translator does not exist (ie. silver), the
dissolved numeric standard for each metal of concern is divided by the EPA conversion factor to
obtain a Total Recoverable Metal at ambient conditions. This method presumes that the metal is
Fact Sheet - NPDES Permit NC0090115
Page 7 of 9
dissolved to the same extent as it was during EPA's criteria development for metals. For more
information on conversion factors see the June, 1996 EPA Translator Guidance Document.
5. The RPA spreadsheet uses a mass balance equation to determine the total allowable
concentration (permit limits) for each pollutant using the following equation:
Ca = (s7Q 10 + Qw) (Cwqs) - (s7Q 10) (Cb)
Qom'
Where: Ca = allowable effluent concentration (µg/L or mg/L)
Cwqs = NC Water Quality Standard or federal criteria (µg/L or mg/L)
Cb = background concentration: assume zero for all toxicants except NH3* (µg/L or
mg/L)
Qw = permitted effluent flow (cfs, match s7Q 10)
s7Q 10 = summer low flow used to protect aquatic life from chronic toxicity and human
health through the consumption of water, fish, and shellfish from noncarcinogens (cfs)
* Discussions are on -going with EPA on how best to address background concentrations
Flows other than s7Q 10 may be incorporated as applicable:
IQ 10 = used in the equation to protect aquatic life from acute toxicity
QA = used in the equation to protect human health through the consumption of water,
fish, and shellfish from carcinogens
30Q2 = used in the equation to protect aesthetic quality
6. The permit writer enters the most recent 2-3 years of effluent data for each pollutant of concern.
Data entered must have been taken within four and one-half years prior to the date of the permit
application (40 CFR 122.21). The RPA spreadsheet estimates the 95th percentile upper
concentration of each pollutant. The Predicted Max concentrations are compared to the Total
allowable concentrations to determine if a permit limit is necessary. If the predicted max exceeds
the acute or chronic Total allowable concentrations, the discharge is considered to show
reasonable potential to violate the water quality standard, and a permit limit (Total allowable
concentration) is included in the permit in accordance with the U.S. EPA Technical Support
Document for Water Quality -Based Toxics Control published in 1991.
7. When appropriate, permit writers develop facility specific compliance schedules in accordance
with the EPA Headquarters Memo dated May 10, 2007 from James Hanlon to Alexis Strauss on
40 CFR 122.47 Compliance Schedule Requirements.
8. The Total Chromium NC WQS was removed and replaced with trivalent chromium and
hexavalent chromium Water Quality Standards. As a cost savings measure, total chromium data
results may be used as a conservative surrogate in cases where there are no analytical results
based on chromium III or VI. In these cases, the projected maximum concentration (95th %) for
total chromium will be compared against water quality standards for chromium III and
chromium VI.
9. Effluent hardness sampling and instream hardness sampling, upstream of the discharge, are
inserted into all permits with facilities monitoring for hardness -dependent metals to ensure the
accuracy of the permit limits and to build a more robust hardness dataset.
Fact Sheet - NPDES Permit NCO090115
Page 8 of 9
10. Hardness and flow values used in the Reasonable Potential Analysis for this permit included:
Table 4
Parameter
Value j
Comments (Data Source)
Average Effluent Hardness (mg/L)
[Total as, CaCO3 or (Ca + Mg)]
TBD
Average Upstream Hardness (mg/L)
[Total as, CaCO3 or (Ca + Mg)]
?
TBD
7Q 10 summer (cfs)
0.0
Discharge to storm sewer
1 Q 10 (cfs)
0.0
Permitted Flow (MGD)
0.05
Outfall 001
Fact Sheet - NPDES Permit NC0090115
Page 9 of 9
AFFIDAVIT OF PUBLICATION
nt #
Order Number
Identification
Order PO
Amount
Cols
Depth
��2
8386
450044
Print Legal Ad-IPL01334790 IPL0133479
$971.92
2
38 L
Attention: Wren Thedford
NCDENR/DWQ/POINT SOURCE
1617 MAIL SERVICE CENTER
RALEIGH, NC 276991677
wren.thedford@ncdenr.gov
Public Notice
North Carolina Environmental Management Commission/NPDES Unit
1617 Mad Service Center
Raleigh, NC 27699-1617
Notice of Intent to Issue a NPDES Wastewater Permit NCO090115 Camden Ex-
change, and NCO090204 The Peal Culvert Construction Excavation GW-REM
The North Carolina Environmental Management Commission proposes to issue
a NPDES wastewater discharge permit to the person(s) listed below. Written
comments regarding the proposed permitwill be accepted until 30 days after the
publish date of this notice. The Director of the NC Division of Water Resources
(DWR) may hold a public hearing should there be a significant degree of pub-
lic interest. Please mail convnents and/or information requests to DWR at the
above address. Interested persons may visit the DWR at 512 N. Salisbury Street,
Raleigh, NC 27604 to review the information on file. Additional information on
NPDES permits and this notice may be found on our website: https://deq.nc.gov/
public-notices-hearings,or by calling (919) 707-3601. Catalyst Capital Partners
has applied for an NPDES Permit [4C00901151 for Camden Exchange located at
1600 8 1614 Camden Road and 109 8 115 West Park Avenue, Charlotte 28203
to discharge treated dewatering wastewater to a UT to Irwin Creek Catawba
River Basin. Water -quality limited parameters include Total Barium, Total Mercu-
ry, 1,1-dichloroethylene, 1,2-dichloroethane, Benzene. Diisopropyl ether, Naph-
thalene, Phenolic Compounds, and Toluene. This discharge may affect future
allocations in this segment of Irwin Creek. Comments will be accepted up to 30
days from the date this notice is published. The Charlotte -Mecklenburg Hospital
Authority has applied for an NPDES Permit INC'.00902041 for The Pear) - Culvert
Constriction Excavation located at Baxter Street and South McDowell Street,
Charlotte 28204 to discharge treated dewatering wastewater to a UT to Little
Sugar Creek, Catawba Rarer Basin. Water -quality limited parameters include
Total Arsenic, Total Barium, Total Mercury, Total Selenium, 1,2-cis-dichloroeth-
ylene, 1,2-dichloroethane, 12-trans-dichloroethylene, 1,2,3-trichloropropane,
Trichlorofluoromethane, Acetone, Benzene, Carbon Tetrachloride, Chloroform,
Di-n-butyl phfhalate, Ethylbenzene, Naphthalene, Tetrachloroethylene, Toluene,
Trichloroethylene, and Xylene. This discharge may affect future allocations in
this segment of Little Sugar Creek. Comments will be accepted up to 30 days
from the date this notice is published.
IPL0133479
Jul 30 2023
North Carolina } SS
Mecklenburg County }
Before the undersigned, a Notary Public of said
County and State, duly authorized to administer
oaths affirmations, etc., personally appeared,
being duly sworn or affirmed according to law,
cloth depose and say that he/she is a
representative of The Charlotte Observer
Publishing Company, a corporation organized and
doing business under the laws of the State of
Delaware, and publishing a newspaper known as
The Charlotte Observer in the city of Charlotte,
County of Mecklenburg, and State of North
Carolina and that as such he/she is familiar with
the books, records, files, and business of said
Corporation and by reference to the files of said
publication, the attached advertisement was
inserted. The following is correctly copied from
the books and files of the aforesaid Corporation
and Publication.
1 insertion(s) published on:
07/30/23
r
In Testimony Whereof I have hereunto set my an
and affixed my seal on the 31st day of July,2023
Notary Public in and for the state of Texas, residing in
Dallas County
STEPHANIE HATCHER
s �=
My Notary IU # 133534"
Expires January 14, N26
Extra charge for lost or duplicate affidavits.
Legal document please do not destroy!
From: David Lee
To: Chen, Sivina
Subject: [External] Re: NPDES Permit Issuance - Camden Exchange (NC0090115)
Date: Tuesday, October 24, 2023 9:06:23 AM
Attachments: imaoe001.Dna
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Received.
Thanks Sylvia!
David G. Lee
Cell: (910) 685-3590
From: Chen, Siying <siying.chen@deq.nc.gov>
Date: Monday, October 23, 2023 at 5:03 PM
To: David Lee <dlee@catalystcp.com>
Subject: FW: NPDES Permit Issuance - Camden Exchange (NC0090115)
Hi Mr. Lee,
Please see attached for the final NPDES permit issuance for Camden Exchange (NC0090115). The
permit will be effective on December 1, 2023.
Please respond to this email confirming that you received the attached document, were able to
open and view the document and have saved/printed a copy for your records.
Thank you!
Siying (Sylvia) Chen (she/her/hers)
Environmental Specialist II, Division of Water Resources
North Carolina Department of Environmental Quality
Office: (919) 707-3619
siying.chen(@deq.nc.gov
EQ2�
�J
NORTH CAROLINA
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Chen, Siying
Sent: Monday, October 23, 2023 4:44 PM
To: Kevin Christiansen <kevin@catalystcp.com>
Cc: Pitner, Andrew <andrew.pitner@deq.nc.gov>; Weaver, Charles <charles.weaver@deq.nc.gov>;
Moore, Cindy <cindy.a.moore@deq.nc.gov>; Farmer, Richard L; Joseph Patrick Nestor
<JNestor@ecslimited.com>; Yates Marr <Yates.Marr@stiles.com>
Subject: NPDES Permit Issuance - Camden Exchange (NC0090115)
Hi Mr. Christiansen,
Attached is the final NPDES permit issuance for Camden Exchange (NC0090115). The permit will be
effective on December 1, 2023.
Please respond to this email confirming that you received the attached document, were able to
open and view the document and have saved/printed a copy for your records.
Thankyou!
Siying (Sylvia) Chen (she/her/hers)
Environmental Specialist II, Division of Water Resources
North Carolina Department of Environmental Quality
Office: (919) 707-3619
siying.chen(@deq.nc.gov
Q:>
NORTH CAROLINA -
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.
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f - -`- TOPOGRAPHIC LOCATION MAP
USGS TOPOGRAPHIC MAP SITE AND DISCHARGE POINT
CHARLOTTE EAST CAMDEN EXCHANGE
7.5 MINUTE QUADRANGLE 1600 & 1614 Camden Road and
DATED 2019
109 & 115 West Park Avenue
Charlotte, Mecklenburg County, North Carolina
TM EC5 PROJECT NO. 13075-B
DISCHARGE TO li
UNNAMED TRIBUTARY
TO IRWIN CREEK
(OUTFALL I(DB
IRW210-7645-P)
-F
STORMWATER SYSTEM
DROP INLET
w
Str}
h�
h`
G
knore or VYoodtnst Ave
LEGEND
APPROXIMATE SITE BOUNDARY STORMWATER PIPE
F
Q STORMWATER STRUCTURE FLOW DIRECTION I
SOURCE: FIGURE 2
VIRTUAL CHARLOTTE WEB MAPPING APPLICATION STORMWATER SYSTEM DROP INLET AND
ACCESSED FEBRUARY 22, 2022 DISCHARGE LOCATION
CAMDEN EXCHANGE
APPROXIMATE SCALE: 1600 & 1614 Camden Road and
1 INCH = 250 FEET 109 & 115 West Park Avenue
350 FEET Charlotte, Mecklenburg County, North Carolina
Zuses
science for a changing world
-80.8750
35.2500 5 12000.E E
NV
3900000m N
Nu
m
98
97
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
13
14
lie
s
Ce
x
b Q
n� �p ..
9d ,n
s
n
SR�,,
O _'
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y-.�Y1w'-i�
Table 5
Summary of Groundwater Samples Analytical Results
Clawson Radiator
1600 and 1614 Camden Drive
Charlotte, Mecklenburg County, North Carolina
Brownfields Project Ip: 25026-21-060
ECS Project No.: 49:13075-8
VOCS by EPA
Method 826D
SVOCs by EPA
Method 8270
u
v
`m
Sample ID
Sample Date
i
`o
r
$
0
i
ffi
c
m
o
=
a
NC2LGW4$
1
0.4
350
70
6
6DO
6
30
Residential Groundwater VISL
1.6
2.7
39
1,400
4.6
3.800
4.6
NV
Non -Residential Groundwater VISL
6.9
400
160
5,900
20
16ro aD
20
NV
MW-1
12/22/21
1.8
1-0
1-8
MW-2
12/22/21
MW-3
12/22/21
S_A4
2.8 J
5-6
3.71
4.2 J
1.91
❑UP-l'
12/22/21
659
2.91
6.6
4.3 J
4-7 J
1.7 a
Total RCRA
MMa is by EPA Method 6010/7470/7199
Dissolved RC RA
Nt@tills I
E
Sample l�
Sample DateE
E
a
EIF
3
a
v
}
E
_
E
NC2LGWOS
la
700
2
10
15
1
20
20
10
700
2
10
Residenti a l G rou ndwater VISIL
NV
NV
NV
NV
NV
D.18
NV
NE
NV
NV
NV
NV
Non-Residentia l G rou ndwater VISIL
NV
NV
NV
NV
NV
0-75
NV
NV
NV
NV
NV
NV
MW-1
12/22/21
:]
76.6
MW-2
12/22/21
ll0
0.15)
100
MW-3
12/22/21
1S5
:;•7;;
152
-
DUP-1'
12/22/22
185
161
Nobs:
All ..suits presented In m¢rograms per IA., (µgll)
[--pounds not lhM wive not detected
VOCs • Vnlatde Organk Compounds
SVOC4 = Sem'rvolalik Orruk Camp-u.lds
NOLGWOS . North Carolina 2L Groundwater quai[y Slanda rds [4otober 2020)
Rmldmtlal Groundwater VISL = NC13EO Recldentlal Groundwater vapor rnctru Yon 5ereenng level pwaory 202II
Non•ResWential Groundwater VISL a NCOEQ Hon-Residentul Groundwater Vapor Instrusi-n Scre ft Level llanaury 2021I
= P1P-I It a dupikate ample el the MW-3 ample
J e Esi mated concentralon detected between laboratory method reporting limit and deumuort limit
NE = Not ntabNshed
NV = Not volatile
4VAI" = n�rnxratlon greaser xh.n the lahor.xory mexhad reportng lonil
on—tnAlon grearer than the NCZLGWCIS
=onions ration greaser th.n the Residentl.I Graundwaler VI5t
oncentration greater than The Non-ResldertWP Grcundwaler VISL
lac e A na ly tic a
►rrrw.p�cNabs.cam
Pace Analytical Services, L L C
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Project: Clawson Radiator
Pace Project No. 92579873
Lab Sample ID Client Sample I❑
Method Parameters
SUMMARY OF DETECTION
Result Units Report Limit Analyzed Qualifiers
92579873001
SB-1
EPA 601 DD
Barium
40.2
mglkg
1.2
01/03/22 17:02
EPA 601 OD
Chromium
23.0
mglkg
1.2
01/03/22 17:02
EPA 601 OD
Lead
19.2
mglkg
2.9
01/03/22 17:02
EPA 7471 B
Mercury
0,181
mglkg
0.26
12/28/21 15A6
EPA 8260❑
Acetone
0.054J
mglkg
0.14
12/28/21 05:35
EPA 8260D
Ethylbenzene
0.015
mglkg
0.0071
12/28/21 05:35
EPA 8260❑
Toluene
0.0075
mglkg
0.0071
12/28/21 05:35
SW-846
Peroent Moisture
15.7
%
0.10
12/23/21 16:53
N2
92579873002
SB-2
EPA 601 OD
Barium
92.3
mglkg
1.1
01/03/22 17:07
EPA 601 OD
Chromium
12.7
mglkg
1.1
01/03/22 17:D7
EPA 601 OD
Lead
104
mglkg
2.8
01/03/22 17:07
EPA 7471 B
Mercury
0.27J
mglkg
0.30
12/28/21 15 48
EPA 8260❑
Acetone
0.062J
mglkg
0.15
12/28/21 05:54
C7
EPA 8260D
Benzene
0 0067J
mglkg
0.0076
12/28/21 05.54
EPA 8260D
n-Butylbenzene
0.017
mglkg
D.0076
12/28/21 05:54
EPA 8260D
Ethylbenzene
0.23
mglkg
0.0076
12/28/21 05:54
EPA 8260D
Isoprapylbenzene (Cumene)
0.016
mglkg
0.0076
12/28/21 05:54
EPA 8260❑
p-isopropyltoluene
0.013
mglkg
0.0076
12/28/21 05:54
EPA 8260D
Naphthalene
0.019
mglkg
0.0076
12/28/21 05:54
EPA 8260❑
Toluene
0.D097
mglkg
0.0076
12/28/21 05:54
EPA 8260D
1,2,4-Trirnethylbenzene
0.0038J
mglkg
0,0076
12/28/21 05:54
SW 846
Percent Moisture
17.5
%
0,10
12/23/21 16:53
N2
92679873003
SB-3
EPA 501OD
Barium
45.0
mglkg
1.3
01/03/22 17:12
EPA 601OD
Chromium
25.4
mglkg
1.3
D110312217:12
E PA S010D
Lead
21.4
mglkg
3.2
01 /03122 17,12
EPA 74718
Mercury
0.13J
mglkg
0.33
12/28/21 15:51
EPA 8260D
Ethylbenzene
0.034
mglkg
0.0079
12/28/21 06:12
EPA82600
Naphthalene
0.016
mglkg
0.0079
12/2812106:12
EPA 826DD
Toluene
0.011
mglkg
0.0079
12/28/21 06:12
EPA 8260D
1,2,4-Trimethyibenzene
0.00631
mglkg
0.0079
12/28/21 06:12
EPA 8260D
Xyiene (Total)
0,025
mglkg
0.016
12/28/21 06:12
EPA 8260❑
mWXylene
0.016
mglkg
0.016
12/28/21 06:12
EPA 8260❑
o-Xylene
0.0087
mglkg
0.0079
12/28/21 06:12
SW-846
Percent Moisture
27.1
%
0.10
12/23/21 16:53
N2
92579873004
5B-4
EPA 601 OD
Arsenic
13.9
mglkg
3.4
01103/22 17:17
EPA 601 OD
Barium
317
mglkg
1.1
01/03/22 17:17
EPA 601 OD
Cadmium
5.8
mglkg
1.1
01/03/22 17:17
EPA 601 OD
Chromium
72.2
mglkg
1.1
01/03/22 17,17
EPA 601 OD
Lead
768
mglkg
2.8
01/03/22 17:17
EPA 7471 B
Mercury
0.087J
mglkg
0.28
12/28/21 15:53
EPA 8270E
Benzo(a)anthracene
1 AJ
mglkg
4.0
12/29/21 14:31
EPA 8270E
Benzo(b)#luoranthene
1.5J
mglkg
4.0
12/29/21 1431
EPA 8270E
Chrysene
1.51
mglkg
4.0
12/29/21 14:31
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 7 of 165
laceAnalylical "
www,pacolsbs.com
r
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
(704)875-9092
SUMMARY OF DETECTION
Project:
Pace Project No..
Clawson Radiator
92579873
Lab Sample ID
Client Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
925798730D4
SB-4
EPA 8270E
Fluoranthene
2.7J
mglkg
4.0
12/29/21 14:31
EPA 8270E
Pyrene
2.9J
mglkg
4.0
12/29/21 14:31
EPA 8260D
Acetone
0.23J
mglkg
0.27
12/28/21 20A4
C7,v3
EPA 8260D
Benzene
0.082
mglkg
0.013
12/28/21 20,44
EPA 8260D
2-Butanone (MEK)
0.068J
mglkg
0.27
12/28/21 20A4
EPA 8260D
Ethyibenzene
11.9
mglkg
0,013
12/28/21 20:44
EPA 8260D
isopropylbenzene (Cumene)
0.74
mglkg
0.013
12/28/21 20:44
EPA 8260D
p-Isopropyltoluene
1.1
mglkg
0.013
12/28/21 20A4
EPA 8260D
Naphthalene
4.7
mglkg
0.013
12/28/21 20:44
EPA 8260D
Styrene
0.73
mglkg
0.013
12/28/21 20,44
EPA 8260D
Toluene
0.29
mglkg
0.013
12/28/21 20:44
EPA 8260D
1,2,4-Trimethylbenzene
0.60
mglkg
0.013
12/28/21 20A4
EPA 8260D
xylene (Total)
0.59
mglkg
0.027
12/28/21 20:44
EPA 8260D
m&p-Xylene
D.39
mglkg
0.027
12/28/21 20A4
EPA 8260❑
o-xylene
0.20
mglkg
0.013
12/28/21 20:44
SW-846
Percent Moisture
16.2
%
0.10
12/23/21 16:54
N2
92579873005
SS-5
EPA 601 OD
Barium
45.9
mglkg
1.2
01/03/22 17 21
EPA 601OD
Chromium
29.0
mglkg
1.2
01/031221721
EPA 601OD
Lead
5.7
mglkg
3.1
01/03/2217.21
EPA 7471 B
Mercury
0.0191
mglkg
0.29
12/28/21 15:56
EPA 8270E
Benzo(a)anthracene
0.53
mglkg
0.44
12/29/21 10:32
EPA 8270E
Benzo(a)pyrene
0.49
mglkg
0.44
12/29/21 10:32
EPA 8270E
Benzo(b)fluoranthene
0.67
mglkg
D.44
12/29/21 10:32
EPA 8270E
Benzo(g,h,i)perylene
0.32J
mglkg
0.44
12/29/21 10:32
EPA 8270E
Benzo(k)fluoranthene
0.26J
mglkg
0.44
12/29/21 10:32
EPA 8270E
Chrysene
0.53
mglkg
0.44
12/29/21 10:32
EPA 827DE
Fluoranthene
0.84
mglkg
0.44
12/29/21 10:32
EPA 8270E
Indeno(1,2.3-0d)pyrene
0.29J
mglkg
0.44
12/29/21 10:32
EPA 8270E
Phenanthrene
0.28J
mglkg
0.44
12/29/21 10:32
EPA 8270E
Pyrene
0.90
mglkg
0.44
12/29/21 10:32
EPA 8260❑
Naphthalene
0,014
mglkg
0.0076
12/28121 06:31
EPA 8260D
Toluene
0,0099
mglkg
C.D076
12/28/21 06:31
EPA 8260D
1,2,4-Trimethylbenzene
0.0054J
mg*g
0.0076
12/28/21 06:31
EPA 8260D
Xylene (Total)
0.0068J
mglkg
0.015
12/28/21 06:31
EPA 8260❑
o-xylene
0.00681
mglkg
0.0076
12/28/21 06:31
SW 846
Percent Moisture
24.2
%
0.10
12/23/21 16:54
N2
92579873006
SS-6
EPA 601 DID
Barium
50.4
mglkg
1.2
01/03/22 17:50
EPA 601 OD
Chromium
40.2
mglkg
1.2
01/03/22 17:50
EPA 601DD
Lead
12.7
mglkg
2.9
01/03/2217,50
EPA 74716
Mercury
0.036J
mglkg
0.30
12/28/21 16:12
EPA 827DE
Fluoranthene
0.86J
mglkg
2.1
12/29/21 14:57
EPA 8260D
Naphthalene
0.0073
mglkg
0.0072
12/28121 18:35
EPA 8260D
Toluene
0,00601
mglkg
0.0072
12/28/21 18:35
SW-846
Percent Moisture
21.9
%
0.10
12/23/21 16:54
N2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 8 of 165
/�aceAnalXicaf'
rrrw.®atcN�6s.tma
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 2B078
(704)875.9092
SUMMARY OF DETECTION
Project:
Clawson Radiator
Pace Project No.:
92579873
Lab Sample ID
Client Sample I❑
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
92579873007
SB-7
EPA 601 OD
Barium
154
mglkg
1.2
01/03/22 17,55
EPA 601 OD
Chromium
16.2
mglkg
1.2
01/03/22 17:55
EPA 601 OD
Lead
8.5
mglkg
3.0
01/03/22 17:55
EPA 74718
Mercury
0.013J
mglkg
0.27
12/28/21 16:14
SW-846
Percent Moisture
15.6
%
0.10
12/23/21 16:54
N2
92579873008
SB•8
EPA 601OD
Barium
233
mglkg
1.2
01/0312218:00
EPA 501 D❑
Chromium
155
mglkg
1.2
01/03/22 18:00
EPA 601 OD
Lead
12.4
mglkg
2.9
01/03/22 18:00
EPA 8270E
1-Methylnaphthalene
1.3
mglkg
D.40
12/29/2111:26
EPA 827DE
2-Methylnaphthalene
2.5
mglkg
0,40
12/29121 1126
EPA 8270E
Naphthalene
2.8
mglkg
0.40
12/29/21 11:26
EPA 8260D
Benzene
7.9
mglkg
0.031
12/29/21 14:18
EPA 8260D
Ethylbenzene
11.9
mglkg
0.031
12/29/21 14 18
EPA 8260D
Isopropylbenzene (Cumene)
5.6
mglkg
0.031
12129/21 14.18
EPA 8260D
p-Isopropyltoluene
4.4
mglkg
0.031
12/29/21 14:18
EPA 8260❑
Naphthalene
6.9
mglkg
0,031
12/29/21 14.18
EPA 8250D
n-Propylbenzene
7.7
mglkg
0.031
12/29/21 14.18
EPA 8260D
1 ,2,4-Trimethylbenzene
26.8
mglkg
0,031
12/29/21 14:18
EPA 8260D
Xylene (Total)
13.9
mglkg
0.063
12/29121 14:18
EPA8260D
m&p-Xylene
11.2
mglkg
0.D53
12/29/21 14:18
EPA 8260D
o-Xylene
2.7
mglkg
0.031
12/29/21 14:18
SW-846
Percent Moisture
17.9
%
0.10
12/23/21 16:54
N2
92579873009
SB-9
EPA 601DD
Barium
417
mglkg
1.1
01/03/2218:D5
EPA 601OD
Chromium
109
mglkg
1.1
01/03/2218:05
EPA 601 OD
Lead
11.1
mglkg
2.8
01/03/22 18:05
EPA 601 OD
Selenium
13.4
mglkg
4.5
01/03/22 18:05
EPA 601 O❑
Silver
2.9
mglkg
1.1
01/03/22 18:05
SVV-846
Percent Moisture
17.1
%
0.10
12/23/21 16:54
N2
92579873010
DUP-1
EPA 601OD
Barium
154
mglkg
1.2
01/03/2218:10
EPA 601OD
Chromium
15.0
mglkg
1.2
01/03/2218:10
EPA 601OD
Lead
10.5
mglkg
3.0
01/03/2218:10
EPA 7471 B
Mercury
0-0161
mglkg
029
12/28/21 16:22
SW-846
Percent Moisture
17.2
%
0.10
12/23/21 16:54
N2
92579873012
MW-1
EPA 601OD
Barium
92.8
uglL
10.0
1212912115:32
EPA 60100
Chromium
4.0J
ug1L
10.0
12/29/21 15:32
EPA 601 OD
Barium, Dissolved
76.6
uglL
10.0
01/03/22 14:00
EPA 7470A
Mercury
0.20J
ug1L
0.20
12/29/21 10.58
EPA 8260❑
1.2-Dichloroethane
1.8
uglL
1.0
12/28/21 14:55
EPA 8260D
1,1-Dichloroethene
1.0
uglL
1.0
12/28121 14 55
EPA 8260D
Diisopropyi ether
1.8
ug1L
1.0
12/28/21 14.55
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced. except in full,
without the written consent of Pace Analytical Services, LLC. Page 9 of 165
��aeAnalytical
www,pocoiahs.com
I
I
Project. Clawson Radiator
Pace Project No.. 92579873
Lab Sample ID
Method
Client Sample ID
Parameters
92579873013
MW-2
EPA 601 OD
Barium
EPA 601 OD
Barium, Dissolved
EPA 7470A
Mercury
92579873014
MW-3
EPA 6010D
Barium
EPA 601OD
Barium, Dissolved
EPA 8270E
Naphthalene
EPA 8270E
Phenol
EPA 8260D
Benzene
EPA 8260D
❑iisopropyi ether
EPA 8260D
Naphthalene
EPA 8260D
Toluene
92579873015
MW-DUP
EPA 601 OD
Barium
EPA 601 OD
Barium, Dissolved
EPA 8270E
Naphthalene
EPA 8270E
Phenol
EPA 8260D
Benzene
EPA 8260❑
Diisopropyl ether
EPA 8260D
Naphthalene
EPA 8260D
Toluene
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersviile, NC 28078
(704)875.9092
SUMMARY OF DETECTION
Result
Units
Report Limit
Analyzed Qualifiers
110
ug/L
10.0
12/2912115:36
100
ug/L
10.0
0110312214.19
0,151
ug/L
0.20
12/29/21 11 01
185
ug/L
10.0
12/2912115.41
152
uglL
10.0
01/03/2214:24
42J
ug1L
8.7
12/28/2119.44
1.91
ug/L
8.7
12/28/2119,44
594
ug/L
5-0
12/30/21 17:50 M1
2.8J
ug/L
5.0
12/30/2117:50
5.6
ug1L
5,0
12/30/2117:50
3.7J
uglL
5-0
1213012117:50
185
uglL
10.0
12/2912116:16
161
uglL
10.0
01/03/2214:56
4.7J
ug1L
8.3
12/28/2120:09
1.7J
uglL
8.3
12/2812120:09
669
uglL
5.0
1212812123:15
2.9J
uglL
5.0
1212812123:15
6.6
ug1L
5.0
12/28/2123:15
4.3J
uglL
5.0
12/2812123:15
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
without the written consent of Pace Analytical Services, LLC.
Page 10 of 165
EPA identification Number
NPOES Permit Number
Facility Name
Camden Exchange
Outfall Number
001
Form Approved 03105/19
OMB No. 2040-0004
* t
•� r
Units
(�*i
Effluent
Intake
top' tamal
Pollutant
tiifalYer
Requested
[€f applicable]
Maximum
Daily
Discharge
(required)
Maximum
Monthly
Discharge
if available
Long -Term
Average Daily
Discharge
i# available
Number of
Analyses
Long -Term
Average Value
Number of
Analyses
] Check here if you have applied to your NPDES permitting authority
for a waiver for all of the pollutants listed on this table for the noted outfall.
Biochemical oxygen demand
(BOD5)
[aMass
Concentration
Chemical oxygen demand
(COD)
Concentration
Mass
Total organic carbon (TOC)
21
Concentration
Mass
Total suspended solids (TSS)
❑
Concentration
It is not practical to cottect samples for TSS until dewatering apparatus is in place. We anticipate
a maximum daily and monthly TSS of less than 45 rng/L and 30 mg/L, respectively.
Mass
Ammonia (as N)
✓❑
Concentration
Mass
It is not practical to monitor flow until dewatering apparatus is in plane. We anticipate maximum
daily flow to be less than 50,OWGPD or 0.05MGD
Flow
El
Rate
Temperature (winter)
0
°C
°C
Temperature (summer)
✓❑
C
°C
pH (minimum)
❑
Standard units
S.U.
pH (maximum)
❑
Standard units
s.u.
iampIing shall be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or
auired under 40 CFR chapter I, subchapter N or O. See instructions and 40 CFR 122.21(e)(3).
A Form 3510-2C (Revised 3-19) Page 9
This page intentionally left blank.
Number NPDES Permit Number Facility Name I Outfall Number Form Approved 03/05119
Camden Exchange 001 OMB No. 2040-0004
� rr
�
� i a•
/ •F •I
Presence or Absence
chedr flue
Effluent
Intake
(optional)
PollutantlParameter
Testing
Units
Maximum
Maximum
Long -Term
L°ng _
land CAS Number. if available)
Required
Believed
Believed
(specti'fy)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
Daily
of
Average
of
{required}
(if available)
Discharge
Analyses
Value
Analyses
if available
Check here if you qualify as a small business per the instructions to Form 2C and, therefore, do not need to submit quantitative data for any of the organic toxic pollutants in Sections
2 through 5 of this table. Note, however, that you must still indicate in the appropriate column of this table if you believe any of the pollutants listed are present in your discharge.
fction 1. Toxic Metals, Cyanide, and Total Phenols
Antimony, total
Concentration
Mass
(7440-36-0)
2
Arsenic, total
El
❑
❑1
Concentration
Mass
(7440-38-2)
3
Beryllium, total
❑
❑
El
Concentration
Mass
(744041-7)
4
Cadmium, total
❑
Concentration
Mass
(7440-43-9)
5
Chromium, total
❑�
Concentration
it is not practical to collect effluent samples until dewatering apparatus is in place. The
Mass
(7440-47-3)
maximum Dissolved Chromium concentration detected in Groundwater is 4.0 µg/L
5
Copper, total
0
Concentration
Mass
(7440-50-8)
7
Lead total
El
1:1
0
Concentration
Mass
(7439-92-1 )
8
Mercury, total
El
Concentration
It is not practical to collect effluent samples until dewatering apparatus is in place.
Mass
(7439-97-6)
The maximum mercury concentration detected in Groundwater is i3.20 ug/L
9
Nickel, total
Concentration
Mass
(7440-02-0)
10
Selenium, total
Concentration
Mass
(778249-2)
11
Silver, total
El
❑
0
Concentration
Mass
(7440-22-4)
A Form 3510-2C (Revised 3.19) Pap 11
EPA Identification Number NPDES Permit Number
Fad ty Name
Outfall Number Form Approved 03I05M9
i
Camden Exchange
DQl OMB No. 2040-0004
Presence or Absence
Intake
check one
Effluent
(optional)
RollutantlParameter
Testing
Units
Maximum
Maximum
Long -Term
Lonm
(and CAS Number, if available)
Required
q
Believed
Believed
tSp�Y)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
Gaily
Discharge
Of
Analyses
Average
of
Analyses
(required)
(if available)
if available
Value
12
Thallium total
Concentration
Mass
(7440-28-0)
13
Zinc total
❑
❑
0
Concentration
Mass
(7440-66-6)
14
Cyanide, total
Concentration
Mass
(57-12-5)
15
Phenols, total
❑
❑
0
Concentration
Mass
fiction 2. Organic Toxic Pollutants (GC/MS Fraction
—Volatile Compounds)
1
Acrolein
❑
El
Concentration
Mass
(107-02-8)
2
Acrylonitrile
Concentration
Mass
(107-13-1)
3
Benzene
Concentration It is not pra,tical to collect effluent samples until ciewatering apparatus is in place. ]
(71-43-2)
Mass The maximum Benzene concentration detected in Groundwater is 669 ug&
4
Bromoform
❑
❑
❑�
Concentration
Mass
(75-25-2)
5
Carbon tetrachloride
❑
❑
❑
Concentration
Mass
(56-23-5)
6
Chlorobenzene
❑
El
Concentration
Mass
(108-90-7)
7
Chlorodibromomethane
❑
0
Concentration
Mass
(124-48.1)
$
Chioroethane
❑
❑
❑�
Concentration
Mass
(75-00-3)
'A Form 3510.2C (Revised 3-19) Page 12
EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Camden Exchange 001 OMB No 2040-0004
Presence or Absence
Intake
check one Effluent
(optional)
PollutantlParamefer Testing Unite Long -Term
Maximum Maximum Lang'
[and CAS Number, if available Required Believed Believed a
] q {� �] Daily Monthly Average Number I Term Bomber
Present Absent Daily of of
Discharge Discharge Discharge Analyses Average Analyses
(;required) (if available) Value
f available
9
2-chloroethyMnyl ether
❑
❑
r
❑
Concentration
Mass
(110-75-8)
10
Chloroform (67-66-3)
❑
❑
0
Concentration
Mass
11
Dichlorobromomethane
❑
❑
r
❑
Concentration
Mass
(75-27-4)
12
11-dichloroethane
❑
❑
21
Concentration
Mass
Concentration
It is not practical to collect effluent samples until dewatering apparatus is in place. The
(75-34-3)
13
1 2-dichiaroethane
❑
0
❑
Mass
Concentration
(107-06-2)
maximum I,2-dichloroethane concentration detected in Groundwater is 1.8 µg/L
14
1,1-dichlaroethylene
El0
ElMass
it is not practical to collect effluent samples until dewatering apparatus is in place. The
Concentration
(75-35-4)
maximum 1,1-dichloroethylene concentration detected in Groundwater is 1.0 µg/L
15
12-dichloropropane
❑
❑
❑r
Mass
(78-87-5)
16
13-dichloropropylene
❑
❑
El
Concentration
Mass
{542-75.6}
17
Ethylbenzene
❑
❑
r
❑
Concentration
Mass
(100.41-4)
18
Methyl bromide
❑
❑
✓
❑
Concentration
Mass
(74-83-9)
19
Methyl chloride
r
Concentration
Mass
(74-87-3)
20
Methylene chloride
❑
❑
❑
Concentration
Mass
(75.09-2)
21
1, 1,2,2- tetrach I o roethan e
❑
❑
r
❑
Concentration
Mass
(79-34-5)
A Form 3510-2C (Revised 3-19) Page 13
EPA Identification Number
NPIDES Permit Number
Facility Name
Outfall Number Form Approved 03105119
Camden Exchange
001 ❑MB No. 2040-0004
CYANIDE,iBLE B, TOXIC METALS,
I fr •
I
Presence or Absence
Intake
check one
Effluent
(optional)
Pollutant/Parameter
Testing
Units
Maximum
Maximum
Long -Term
Long -
(and
(and CAS Number, if available)
Required
Believed
Believed
[)
Daily
Monthly
Average
Number
Term
Humber
Present
Absent
Discharge
Discharge
Daly
Discharge
of
Analyses
Average
°€
Analyses
(required)
(0 available)
if available
Value
22
Tetrachloroethyiene
Concentration
Mass
(127-18-4)
23
Toluene
El
El
Concentration
It is not practical to collect effluent samples until deraratering apparatus is in
Mass
(108-88-3)
place, The maximum Totuene concentration detected in Groundwater is 4.30
24
1,2-trans-dichlomethyiene
Concentration
Mass
(156-60-5)
25
1.1,1-trichloroethane
❑
El
❑
Concentration
Mass
(71-55-6)
26
11,2-tdchloroethane
❑
El
❑
Concentration
Mass
(79-00-5)
27
Trichloroethylene
El
El
0
Concentration
Mass
(79-01-6)
28
Vinyl chloride
❑
❑
❑
Concentration
Mass
(75-01-4)
:coon 3. Organic Toxic Pollutants GC1M5
Fraction
—Acid Compounds)
1
2-chlorophenol
❑
❑
0
Concentration
Mass
(95-57-8)
2
2,4-dichlorophenol
❑
❑❑
Concentration
Mass
(120-83-2)
3
2 4-dimethylphenol
❑
El
0
Concentration
Mass
(105-67-9)
4
4 6-dinitro-0-cresol
El
El
z
Concentration
Mass
(534-52-1)
5
2,4-dinitrophenol
❑
❑
0
Concentration
Mass
(51-28-5)
A Form 3510.2C (Revised 3.19) Page 14
EPA Identification Number
NPDES Permit Number
Fadlity Name WWI Number
Form Approved 03105119
Camden Exchange 001
FMB No. 2040-0004
Presence or Absence
take
7Nurnber,
check one'
Effluent
o
{optional)
Testing
Units
Maximum
Maximum
Long -Term
Long-
Long-
(andle)
Required
Believed
Believed
ed
[ 1v)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
Daily
Discharge
of
Analyses
Average
of
Analyses
(required)
(if available)
if available
Value
6
2-nitrophenol
❑
❑
❑
Concentration
Mass
(88-75-5)
7
4-nitrophenol
❑
❑
❑
Concentration
Mass
(100-02-7)
8
p-chloro-n-cresol
❑
El
El
Concentration
Mass
(59-50-7)
9
Pentachlorophenol
❑
❑
21
Concentration
Mass
It is not practical to collect effluent samples until dewatering apparatus is in
(87-86-5)
10
Phenol
El
❑
El
Concentration
Mass
(108-95-2)
place. The maximum Phenol concentration detected in Groundwater is 1.9 ug/L.
11
2 4,6-trichlorophenol
❑
❑
r❑
Concentration
1 Mass
(88-05-2)
potion 4. Organic Toxic Pollutants GCIMS
Fraction
—Base [Neutral
Compounds)
1
Acenaphthene
❑
❑
❑
Concentration
Mass
(83-32-9)
2
Acenaphthylene
❑
❑
0
Concentration
Mass
(208-96-8)
3
Anthracene
❑
❑
❑
Concentration
Mass
(120-12-7)
4
Benzidine
El
El
El
Concentration
Concentration
(92-87-5)
5
Benzo (a) anthraeene
❑
❑
0
Concentration
Mass
(56-55-3)
B
Benzo (a) pyrene
❑
❑
❑
Concentration
Mass
(50-32-8)
A Form 3510.2C (Revised 3-19) Page 15
EPA IdentAcadon Number i NPDES Permit Number
Facility Name Oulall Number Form Approved 03105/19
Camden Exchange 001 DMB Na. 2040-0004
1
Pollutant/Parameter
{and CAS Number, if available}
Testing
Required
U
Presence or Absence
check one
'41 ME-111819MVP41
Units
(speclfy)
wig
Effluent
Intake
{optional}
Believed
Present
Believed
Absent
Maximum
Daily
Discharge
(required)
Maximum
Monthly
Discharge
(Iavabbe)
Long -Term
Average
Daily
Dischare
ff avabble
Number
of
Analyses
Long -
Terre
Average
Value
Number
Of
Analyses
7
3,4-benzotiuoranthene
(205-99-2)
❑
❑
Concentration
Mass
$
Senzo (ghi) perylene
(191-24-2)
❑
❑
Concentration
Mass
Benzo (k) fluoranthene
(207-08-9)
❑
❑
0
Concentration
Mass
10
Bis (2-chloroethoxy) methane
(111-91-1)
❑
❑
Concentration
Mass
11
Bis (2-chloroethyl) ether
(111-44-4)
❑
❑
0
Concentration
Mass
12
Bis (2-chloroisopropyl) ether
(102-80-1)
❑
El0
Concentration
Mass
13
Bis (2-ethylhexyl) phthalate
(117-81-7)
❑
❑
❑
Concentration
Mass
14
4-bromophenyl phenyl ether
(101-55-3)
❑
❑
❑
Concentration
Mass
15
Butyl benzyl phthalate
(85-68-7)
❑
❑
0
Concentration
Mass
16
2-chloronaphthalene
(91-58-7)
❑
❑
❑
Concentration
Mass
17
4-chlorophenyl phenyl ether
(7005-72-3)
❑
❑
❑
Concentration
Mass
18
Chrysene
(218-01-9)
❑
❑
❑
Concentration
Mass
19
Dibenzo (a,h) anthracene
(53-70-3)
❑
❑
0
Concentration
Mass
A Form 3510.2C (Revised 3-19) Page 16
EPA I d entificabon Number
NPDES Permit Number
Facility Name
Outfall Number Form Approved 03105119
Camden Exchange
001 OMB No. 2040.0004
i
�•MILOA-787MR.I
Presence of Absence
check one
Effluent
Intake
{optional}
PallutanV aram0 or
Testing
Units
Maximum
Maximum
Long -Term
Long -
(and CAS Number, if ava!1abie)
Required
Believed
Believed
(specify)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
Daily
of
Average
of
(required)
(if available)
Discharge
Analyses
Value
Analyses
ff availably
20
1 2-dichlombenzene
El
El
Concentration
Mass
(95-50-1)
21
13-dichlorobenzene
✓
Concentration
Mass
(541-73-1)
22
1,4-dichlorobenzene
❑
❑
✓
❑
Concentration
-
Mass
(106-46-7)
23
3 3-dichlorobenzidine
❑
❑
❑
Concentration
Mass
(91-94-1)
24
diethyl phthalate
❑
❑
Concentration
Mass
(84-66-2)
25
Dimethyl phthalate
❑
❑
Concentration
Mass
(131-11-3)
26
Di-n-butyl phthalate
❑
❑
✓
Concentration
Mass
(84-74-2)
27
2,4-dinitrotoluene
✓
Concentration
Mass
(121-14-2)
28
2,6-dinitrotoluene
❑
❑
Concentration
Mass
(606-20-2)
29
Di-n-octyl phthalate
❑
❑
0
Concentration
Mass
(117-84-0)
30
1,2-Diphenylhydrazine
❑
❑
❑✓
Concentration
Mass
(as azobenzene) (122-66-7)
31
Fluoranthene
❑
❑
✓❑
Concentration
Mass
(206-44-0)
32
Fluorene
❑
❑
✓
❑
Concentration
Mass
(86-73-7)
'A Form 3510-2C (Revised 3-19) Page 17
EPA Identification Number
NPDES Permit Number
Facility Name Outhall Number Form Approved 03/05119
Camden Exchange 001 OMB No, 2040-0004
Presence or Absence
Intake
check one
Effluent
(optional)
Pollutant/Parameter
Testing
Units
Maximum
Maximum
Long -Term
Long -
(end GAS Number, it available)
Required
Believed
Believed
(specify)
Daily
Monthly
Average
Number
Perm
Number
Present
Absent
Discharge
Discharge
Daily
Discharge
of
Analyses
Average
of
Analyses
(required)
(if available)
if available
Value
33
Hexachlorobenzene
❑
❑
0
Concentration
Mass
(118-74-1)
34
Hexachlorobutadiene
❑
❑
0
Concentration
Mass
(87-68-3)
35
Hexachlorocyclopentadiene
El
❑
21
Concentration
Mass
(77-47-4)
3fi
Hexachloroethane
El
El
❑
Concentration
Mass
(67-72-1)
37
Indeno (1,2,3-cd) pyrene
El
ElMass
Concentration
(193-39-5)
38
Isophorone
❑
❑
0
Concentration
Mass
It is not practical to collect effluent samples until dewatering apparatus is in place.
(78-59-1)
39
Naphthalene
❑
El
El
Mass
Mass
(91-20-3)
The maximum Naphthalene concentration detected in Groundwater is 6.6 ug/L
40
Nitrobenzene
El
❑
21
Concentration
Mass
(98-95-3)
41
N-nitrosodimethylamine
❑
❑
0
Concentration
Mass
(62-75-9)
42
N-nitrosodi-n-propylamine
❑
®
0
Concentration
Mass
(621-64-7)
43
N-nitrosodiphenylamine
El
11
❑
Concentration
Mass
(86-30-6)
44
Phenanthrene
❑
❑
Concentration
Mass
(85-01-8)
45
Pyrene
❑
❑
Concentration
Mass
(129-00-0)
A Form 3510-2C (Revised 3-19) Page 18
EPA Idenification Number
NPOES Permit Number Facility Name Outfall Number Form Approved 03105119
Camden Exchange 001 OMB No, 2040 D04
Presence or Absence
d�edr one
Effluent
Intake
{optional}
PollutantlParameter
{and CAS Number, if available }
Testing
Required
q
Believed
Believed
Units
[specify}
Maximum
Maximum
Long -Term
Average
Number
Long.
Number
Present
Absent
Daily
Monthly
pally
of
Term
of
Discharge
Discharge
Discharge
Analyses
Average
Analyses
(required}
(if available)
if available
I Value
j
46 1244 hlorobenzene
❑
❑
0
Concentration
_
Mass
(120-82-1)
lction S. Organic Toxic Pollutants GCIMS
Fraction
---Pesticides
Aldrin
❑
❑
❑
Concentration
Mass
(309-00-2)
2
a-BHC
❑
❑
❑
Concentration
Mass
(319-84-6)
3
R-BHC
❑
❑
❑
Concentration
Mass
(319-85-7)
4
y-BHC
❑
❑
0
Concentration
Mass
(58-89-9)
5
5-13HC
❑
❑
❑
Concentration
Mass
(319-86-8)
B
Chlordane
El
❑
❑
Concentration
Mass
(57-74-9)
7
4 4'-DDT
❑
❑
0
Concentration
Mass
(50-29-3)
8
4 4'-DDE
❑
❑
0
Concentration
Mass
(72-55-9)
9
4 4'-DDD
Concentration
Mass
(72-54-8)
10
Dielddin
❑
❑
❑
Concentration
Mass
(60-67-1)
11
a-endosulfan
El
El
El
Concentration
concentration
(115-29-7)
A Form 3510-2C (Revised 3-19) Page 19
EPA Identification Number
NPDES Permit Number
Facility Name Outfall Number Form Approved 03105'19
Camden Exchange 001 OMB No. 2040-0004
7NtMberra4Mma,,tt1ab1e)
Testing
Required
Presence or Absence
check one
Units
(specify)
Effluentr
Intake
Believed
Present
Believed
Absent
Daily
Discharge
(required)
Maximum
Monthly
Discharge
(davailable)
Long-TermMaximum
Average
Daily
Discharge
davailablle
Number
of
Analyses
Lon
Term
Average
Value
Number
of
Analyses
12
endosulfan
(115-29-7)
El
El
El
Concentration
Mass
13
Endosulfan sulfate
(1031-07-8)
❑
❑
❑
Concentration
Mass
14
Endrin
(72-20-8)
❑
❑
❑
Concentration
Mass
15
Endrin aldehyde
(7421-934)
❑
❑
r
❑
Concentration
Mass
16
Heptachlor
(76-44-8)
❑
❑
0
Concentration
Mass
17
Heptachlor epoxide
(1024-57-3)
❑
El
0
Concentration
Mass
18
PCB-1242
(53469-21-9)
❑
❑
F1
Concentration
Mass
19
PC13-1254
(11097-69-1)
❑
❑
0
Concentration
Mass
20
PCB-1221
(11104-28-2)
❑
❑
Concentration
Mass
21
PCB-1232
(11141-16-5)
❑
❑
El
Concentration
Mass
22
PCB-1248
(12672-29-6)
❑
❑
❑
Concentration
Mass
23
PCB-1260
(11096-82-5)
❑
❑
❑
Concentration
Mass
24
PCB•1016
(12674-11.2)
Concentration
Mass
A Form 3510-2C (Revised 3.19) Page 20
EPA Identification Number NPOES Permit Number Fadlity Name Cutfall Number Form Approved 03/05119
Camden Exchange 1 001 OMB No, 2040M04
9
1 4•
•ei
Presence or Absence
Intake
!check one
Effluent
(optional)
llutanJParameter
Testing 9
Units
Lang-
Maximum
Maximum
Long -Term
AS Number, iravailatale }
7Toxaphene
Required
q
Believed
Believed
(specify)
fyi
Daily
Monthly
Average
Number
Term Number
Present
Absent
Discharge
Discharge
Daily
of
of
Average
(required)
(if avapabiey
Discharge
Analyses
Analyses
Value
iravailable
25
❑
❑
'❑
Concentration
Mass
-2)
iampling shall be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or
juired under 40 CFR chapter I, subchapter N or Q. See instructions and 40 CFR 122.21 (e)(3).
'A Farm 3510-2C (Revised 3-19) Page 21
This page intentionally left blank.
EPA identification Number
Fadlity Name
Camden Exchange
001
Form Approved 03105119
OMB No. 2040.0004
i
Pollutant
Presence or Absence
{check one
0
Unds
(spe*)
I
Effluent
Intake
(Optional)
Believed
Present
Believed
Absent
Maximum Daily
Discharge
(required)
Maximum
Monthly
Discharge
if available
Long -Term
Average Daily
Discharge
4 available
Number of
Analyses
Long -Term
Average
Value
Number of
Analyses
Check here if you believe all pollutants on Table C to be present in your discharge from the noted outfall. You need not complete the "Presence or Absence" column of Table C far
each pollutant.
Check here if you believe all pollutants on Table C to be absent in your discharge from the noted ouVal 1. You need not complete the "Presence or Absence" column of Table C for
each pollutant.
Bromide
(24959.67-9)
❑
�✓"
Concentration
Mass
Chlorine, total
residual
❑
Concentration
Mass
Color
❑
0
Concentration
Mass
Fecal coliform
El
0
Concentration
Mass
Fluoride
(16984-48-8)
❑
❑�
Concentration
Mass
i
Nitrate -nitrite
❑
❑✓
Concentration
Mass
Nitrogen, total
organic (as N)
El
21
Concentration
Mass
Oil and grease
❑
0
Concentration
Mass
Phosphorus (as
P), total (7723-14-0)
❑
❑
Concentration
Mass
Sulfate (as SO4)
(14808-79-8)
❑
❑
Concentration
Mass
1.
Sulfide has 5j
❑
❑
Concentration
Mass
A Form 3510-2C (Revised 3-19) Page 23
Number NPaES Permit Number Facility !Name O'at(all Number � Form Approved 03/05119
Camden Exchange 001 OMB No.2040-OON
Units
(spedfq}
Effluent
Intake
(Optional)
Pollutant
Presence or Absence
check onee� --
Believed Believed
Present Absent
Maximum Daily
Discharge
(required)
Maximum
Monthly
Discharge
if available
Long -Term
Average Daily
Discharge
if available
Number of
Analyses
Lang -Term
Average
Value
Number of
Analyses
Sulfite (as SOs)
(14265-45-3)
❑
El
Concentration
Mass
3,
Surfactants
El
Concentration
Mass
t
Aluminum, total
(7429.90.5)
❑
'�
Concentration
Mass
�'
Barium, total
(7440-39-3)
✓ 1
El
Concentration
It is not practical to collect effluent samples until dewatering apparatus is in
place, The maximum Barium concentration detected in Groundwater is 185 ug/L.
Mass
''
Boron, total
(7440-42-8)
✓
Concentration
Mass
Cobalt total
(7440484)
Concentration
Mass
3
Iron total
(7439-89-6)
✓
Concentration
Mass
Magnesium, total
(7439-95-4)
Concentration
Mass
Molybdenum,
total
7439.9E-7
ElMass
Concentration
I
Manganese, total
(7439.96-5)
El
Concentration
Mass
7
Tin, total
(7440-31-5)
R]
Concentration
Mass
3
Titanium, total
(744M2-6)
Concentration
Mass
I A Form 3510.2C (Revised 3-19) Page 24
EPA Identification Number I NPDEs Permit Number Facility Name Outfall Number Form Approved 03105119
Camden Exchange 1 Opt OMB No. 2040-0004
■
1 • •77-
Presence or Absencecheck
one
Effluent
Intake
(Dptional)
Pollutant
Believed
Believed
Maximum Long -Term
(speaiy) Maximum Daily
Long -Term
Present
Absent
Monthly Average Daily Number of
Discharge
Average
Number of
[required) Discharge Discharge Analyses
Analyses
if available if available)Value
t.
Radioactivity
Alpha, total
El
El
Concentration
Concentration
Beta, total
Concentration
Mass
Radium, total
Concentration
Mass
Radium 226, total
0
Concentration
Mass
iampling snail be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or
juired under 40 CFR chapter I, subchapter N or C. See instructions and 40 CFR 122.21 (e)(3).
A Form 3510-2C (Revised 3-19) Page 25
This page intentionally left blank.
EPA Identification Number NPOES Permit Number Facility Name Outfall Number Form Approved 03/05119
Camden Exchange 001 OMS No. 2040-OOM
Presence or Absence
Pollutant check nn® Reason Pollutant Believed Present in Discharge Available Quantitative Data
Believed Believed (specify units)
FM Present Absent
Asbestos
❑
0
Acetaldehyde
❑
[]
Allyl alcohol
❑
❑✓
Allyl chloride
❑
❑✓
Amyl acetate
❑
❑r
Aniline
❑
❑✓
Benzonihile
❑
0
Benzyl chloride
❑
0
Butyl acetate
❑
0
3.
Butylamine
❑
❑✓
I.
Captan
❑
0
'..
Carbaryl
❑
❑✓
3.
Carbofuran
❑
❑✓
I.
Carbon disulfide
❑
0
i.
Chlorpyrifos
❑
0
i.
Coumaphos
❑
❑✓
�.
Cresol
❑
3.
Crotonaldehyde
❑
❑✓
3.
Cyclohexane
❑
❑r
A Form 3510-2C (Revised 3-19) Page 27
EPA Identification Number NPDES Permit Number Facfiity Name Outfall Number Form Approved 03/05119
Camden Exchange 001 OMB No. 2040-0o04
Presence or Absence
Pollutant check °neReason Pollutant Believed Present in Discharge Available Quantitative Data
Believed Believed (specify units)
Present Absent
72,4-Df(2.,4-dic
hlorophenoxyacetic acid)
❑
0
I, Diazinon
❑
0
I Dicamba
❑
0
3. Dichlobenil
❑
1. Dichlone
❑
0
i. 2,2-dichloropropionic acid
❑
❑
i. Dichlorvos
❑
'. Diethyl amine
❑
[]
f. Dimethyl amine
❑
0
i. Dintrobenzene
❑
rVI
I Diquat
❑
0
I. Disulfoton
❑
0
?. Diuron
❑
!. Epichlorohydrin
❑
0
1. Ethion
❑
0
i. Ethylene diamine
❑
0
i. Ethylene dibromide
❑
[]
'. Formaldehyde
❑
0
I. Furfural
❑
0
A Form 3510-2C (Revised 3.19) Page 28
Permit Number Facility Name Outfall Number Form Approved 03/05119
Camden Exchange 001 OMB No. 2040-0004
'1I :
Pollutant
1 f I
Presence or Absence
check °r a
Reason Pollutant believed Present in Discharge
Available Quantitative Data
(specify units)
Believed
Present
Believed
Absent
i.
Guthion
❑
0
}.
Isoprene
❑
0
I.
Isopropanolamine
❑
0
?.
Ke€thane
❑
✓❑
i.
Kepone
❑
❑✓
I.
Malathion
❑
0
i,
Mercaptodimethur
❑
0
I.
Methoxychlor
❑
0
'.
Methyl mercaptan
❑
✓❑
i.
Methyl methacrylate
❑
❑✓
i.
Methyl parathion
❑
✓❑
}.
Mevinphos
❑
[)
I.
Mexacarbate
❑
El
'-.
Monoethyl amine
❑
0
i.
Monomethyl amine
❑
0
I.
Naled
❑
0
i.
Naphthenic acid
❑
a
i.
Nitrotoluene
❑
'.
Parathion
❑
❑✓
'A Form 3510-20 (Revised 3-19) Page 29
EPA identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05119
OMB No. 2040-0004
Camden Exchange 001
Presence or Absence
Pollutant check ore Reason Pollutant Believed Present in Discharge Available Quantitative Data
Believed Believed (specify units)
Present Absent
3. Phenolsulfonate
❑
0
I Phosgene
❑
0
). Propargite
❑
21
I. Propylene oxide
❑
0
?. Pyrethrins
❑
21
3. Quinoline
❑
❑✓
�. Resorcinol
❑
0
i. Strontium
❑
0
i. Strychnine
❑
0
'. Styrene
❑
0
3 2,4 5-T (2,4,5-trichlorophenoxyacetic
acid
❑
0
i. TDE (tetrachlorodiphenyl ethane)
❑
0
} 2,4,5-TP [2-(2,4,5-trichlorophenoxy)
ro anoic acid
❑
I. Trichlorofon
❑
[]
}. Triethanolamine
❑
0
3. Triethylamine
❑
❑✓
Trimethylamine
❑
0
Uranium
❑
0
Vanadium
❑
❑r
A Form 3510-2C (Revised 3.19) Page 30
NPQES Permil Number Fadlity Name Outfall Number Form Approved 03/05/19
Camden Exchange 001 OMB No. 2040-0004
•ima,
rMUM
Presence or Absence
Pollutant
che&i 1e
Believed Believed
Reason Pollutant Believed Present in Discharge
Available Quantitative Data
(specify units)
Present Absent
Vinyl acetate
❑
0
Xylene
❑
IRI
�.
Xylenol
❑
�.
Zirconium
❑
0
Sampling shall be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or
auired under 40 CFR chapter I, subchapter N or 0. See instructions and 40 CFR 122.21(e){3).
A Farm 3510-2C (Revised 3-19) Page 31
This page intentionally left blank.
EPA Identification Number
Pollutant
2,3,7,8-TCDD
TCDD
Presence or
Congeners
Absence
Used or
check one
Believed
Believed
Manufactured
Present
I Absent
Camden Exchange
dl Number
0O1
Results of Screening Procedure
Form Approved 03/05119
OMB No. 2040-0004
A Form 3510-2C (Revised 3-19) Page 33