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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. 7� Y� / f . ws 3 '` 5 goy 1. 27 \4�4 F ` DISCHARGE 7 9r �5�. F ` �✓:`� POINT > v 9y i SITE ArrAYt • i :VS � `'pit,"�'; tt ,, u .",� , " �4 p �'�` •o � � z � <^ � 74 �4 r ' h J -� i �� r ./, � ... � . �� arm• �� � �pC7 ��V `4� � - .� ...� . � . �, ; �. _`�� yam` � �`� p P F •� Q. SCALE 1:24 000 J-`G IC8�1kEi3Ei�S r � i 75t � � L �i isp M1L5 �X< 60W 70M NOG90M low (Yin FUr L1 TM CRIO AN 2013 MAGNETIC NORTH CECL RYATJCN AT CEAPTER OF $HE ET CON K,_•? INt? FOAL '0 ' LI PMtH Amt-RICAN VLi-IIC4L ]AT UN. of !LIS SOURCE: FIGURE 1 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 _' �p..•as� w 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