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HomeMy WebLinkAboutNC0033227_Permit Renewal_20120518ATA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman Governor Director Secretary May 18, 2012 Glen L. Foster, EHS Manager Tyco Electronics Corporation P.O. Box 3608 Harrisburg, PA 17105 Subject: Renewal of NPDES Permit Permit NC0033227 Tyco Electronics Buncombe County Dear Mr. Foster: The Division of Water Quality (Division) personnel have reviewed and approved your application for renewal and modification of the subject permit. Accordingly, we are forwarding the attached NPDES discharge permit. It is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007, or as subsequently amended. The following changes have been made from the previous permit: Supplement to Cover Page: • Section 1: Cooling Tower Slowdown is added to discharge to Outfall 001. • Old Section 2 regarding boiler blowdown discharge to Outfall 002 is deleted. • Old Section 3 regarding cooling tower discharge to Outfall 003 is deleted. • Old section 4 regarding Groundwater Remediation discharge to Outfall 004 is renumbered Section 2. • Old Section 5 regarding discharge location is renumbered Section 3. A.(1) Outfall 001: • Language was added to the introduction to include cooling tower blowdown in Outfall 001. • Added instream temperature monitoring requirement taken from old A.(3). • The TRC footnote was updated in accordance to the Division's permitting strategy for TRC. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-63001 FAX: 919-807-64951 Customer Service:1-877-623-6748 Internet http: / / h2o.state.nc.us / An Equal Opportunity 1 Affirmative Action Employer �ne Cat'011Ila �tura!!y • • The instream temperature footnote from old A.(3) was added. • The biocide note from old A.(3) was added. • Old sheet A.(2) for boiler blowdown discharge to Outfall 002 was deleted. • Old sheet A.(3) for cooling tower blowdown discharge to Outfall 003 was deleted. • Old sheet A.(4) for Groundwater Remediation discharge to Outfall 004 was renumbered A.(2). • Outfall 004 remains. • The monitoring frequency for Carbon Tetrachloride, 1,1-Dichloroethene, 1,2-Dichloropropane, Tetrachloroethene (PCE), and Trichloroethene (TCE) was reduced to Semiannual from Quarterly. • Monitoring for Toluene was removed. • Footnote 2 was modified to require Semiannual monitoring to correspond with Quarterly Chronic Toxicity test. • Old Condition A.(5) regarding Chronic Toxicity Testing was renumbered A.(3). • The permit map was updated according to information provided. • A new Special Condition A.(5) Reopener Clause has been added to the permit. If Tyco decides to repipe such that cooling tower blowdown is no longer discharged to the creek, but is reused within the facililty, the Division may reopen the permit and remove the temperature limits and instream monitoring from the permit. If any parts, measurement frequencies, or sampling requirements contained in this permit are unacceptable, you have the right to an adjudicatory hearing upon written request within thirty (30) days after receiving this letter. Your request must take the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes, and must be filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714. Unless such demand is made, this permit remains final and binding. This permit is not transferable except after notifying the Division of Water Quality. The Division may modify and re- issue, or revoke this permit. Please notice that this permit does not affect your legal obligation to obtain other permits required by the Division of Water Quality, the Division of Land Resources, the Coastal Area Management Act, or other federal or local governments. If you have questions, or if we can be of further service, please contact Jim McKay at james.mckay@ncdenr.gov or call (919) 807-6404. Enclosure: NPDES Permit FINAL NC0033227 Sincerely, �vV l aLli`k- tit* Charles Wakild, P.E. cc: Asheville Regional Office, Surface Water Protection with Fact Sheet NPDES Unit ' Central Files Aquatic Toxicology, Susan Meadows - via email Permit NC0033227 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Tyco Electronics Corporation is hereby authorized to discharge wastewater from a facility located at the Tyco Electronics Corporation 1396 Charlotte Highway Fairview Buncombe County to receiving waters designated as Cane Creek in the French Broad River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective July 1, 2012. This permit and authorization to discharge shall expire at midnight on December 31, 2015. Signed this day May 18, 2012. ott,e . arles Wakild, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit NC0033227 SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions included herein. Tyco Electronics Corporation is hereby authorized to: 1. Continue to operate an existing 0.0175 MGD extended aeration wastewater treatment system, combined with cooling tower blowdown, discharging from outfall 001, with the following components: • Bar screen, • Aeration basin with dual blowers providing diffused air, • Hopper -style rectangular clarifier with skimmer and sludge returns, • Tablet chlorinator, • Chlorine contact chamber, and • Tablet dechlorinator. 2. Continue to discharge groundwater remediation wastewater from outfall 004 from a GWR facility with the following components: • 6 Extraction wells, • Dual air strippers, • Four carbon filters • Groundwater monitoring wells. 3. This facility (with all outfalls) is located near Fairview at the Tyco Electronics WWTP at 1396 Charlotte Highway in Buncombe County. 4. Discharge from said treatment works at the locations specified on the attached map into Cane Creek, classified C-Trout waters in the French Broad River Basin. Permit NC000, rl • r 0 i-� -? 4'4J `N 6. .' \u to. {\ , p _ il{ u • . fff "'?:7 r -. pa � / • ul reek •f -- ,'��.;.`ro.• 1 b` . C • • vZ; ` '1 a 1J(1 •'.1as°r-a, -., ; 4 , .ram, � T ,• .FeirriQw�SCh� '...; .' .., . w_ /' } / . \ 1..'12\. h ,.......!--... ? iirNs-\ . ,, ; • / Cr / • ./,' ._ / • > u.1"te U ( `: - y 2811 ,I // L'4 ..'t -i�� �i�//� r.• r :/%� ( ��i 1 - !•' +� 0•� _ 4 ---- f . if" I .1 Fltirvi •• , \ " J` ,) I ` /-Pa34y •4+, a l ' i0 " _, • ;•.-... m- 2 Latitude: 35'31 '34" (001) 35'31'25"(004) NC0033227 L ongitude: 82'24'10" (001 & 004) Stream Class C-Trout Tyco Electronics ReceivingStream: Cane Creek Corporation Facility Location -- (NTS) Subbasin: 40302 State Grid/ USGS Quad: E9 SW/ OTEEN ATorL:: Buncombe County 3227 Permit NC0033227 A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (001) During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge treated wastewater and cooling tower blowdown from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS • LIMITS MONITORING REQUIREMENTS Monthly Average Daily Maximum Measurement Frequency Sample Type Sample Location' Flow 0.0175 MGD Weekly Instantaneous Influent or Effluent BOD, 5-day (20°C) 30.0 mg/L 45.0 mg/L Weekly Grab Effluent Total Suspended Residue 30.0 mg/L 45.0 mg/L Weekly Grab Effluent NH3 as N 2/Month Grab Effluent Dissolved Oxygen Weekly Grab • Effluent Fecal Coliform (geometric mean) 200 / 100 mL 400 / 100 mL Weekly Grab Effluent Total Residual Chlorine 2 28 µg/L 2/Week Grab Effluent Temperature (°C) 3 Weekly Grab Effluent Temperature (°C) 3 Monthly Grab Upstream & Downstream pH4 Weekly Grab Effluent Footnotes: 1. Instream sample locations shall be determined by joint decisions by Tyco Electronics Corporation, NCDENR (as represented by permit staff from the Asheville office) and the contract operator, James & James for both Upstream and Downstream locations. Once the sample locations are defined, all future instream sampling must be taken at those two locations. 2. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the permit. However, the Permittee shall record and submit all values reported by a North Carolina certified laboratory (including field certified), even if these values fall below 50 µg/L. 3. The effluent temperature shall not cause an increase in the temperature of the receiving stream of more than 0.5°C. In no case shall the effluent temperature cause the receiving stream temperature to exceed 20°C. 4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. There shall be no discharge of floating solids or visible foam in other than trace amounts. There shall be no chromium, zinc or copper added to the cooling water. The permittee shall obtain approval from the Division's Environmental Sciences Section prior to the use of any biocide in the cooling water (see A. (4.)). Permit NC0033227 A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (004) During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge groundwater remediation wastewater from outfall 004. Such discharges shall be limited and monitored by the Permittee as specified below: LIMITS : ` : . • MONITORING REQUIREMENTS EFFLUENT CHARACTERISTICS , Monthly Average Daily Maximum Measureme nt Frequencj! Sample Type Sample Location Flow' 0.288 MGD Continuous Recording Influent or Effluent Carbon Tetrachloride Semiannually Grab Effluent 1,1-Dichloroethene Semiannually Grab Effluent 1,2-Dichloropropane Semiannually Grab Effluent Tetrachloroethene (PCE) Semiannually Grab Effluent Trichloroethene (TCE) Semiannually Grab Effluent Chronic Toxicity2 Quarterly Grab Effluent Footnotes: 1. If the discharge is not continuous, flow may be monitored weekly by an instantaneous flow estimate. 2. See A. (3.). Semiannual monitoring should correspond with the quarterly toxicity testing requirement. Permit NC0033227 A. (3.) CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (Quarterly, 004) The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia dubia at an effluent concentration of 5.6%. The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will be performed during the months of February, May, August and November. Effluent sampling for this testing shall be performed at the NPDES permitted fmal effluent discharge below all treatment processes. If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address: Attention: NC DENR / DWQ / Environmental Sciences Section 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days after the end of the reporting period for which the report is made. Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required during the following month. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re- opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. Permit NC0033227 A. (4.) Biocide Condition The permittee shall obtain approval from the Division prior to the use of any biocide in the cooling water discharged from this facility. Approval should be requested at least 90 days in advance of the planned use of any biocide which may be toxic to aquatic life (other than previously approved compounds). The request should be submitted to the Aquatic Toxicology Unit of the Division's Environmental Sciences Section at the following address: NC DENR / DWQ / Environmental Sciences Section 1621 Mail Service Center Raleigh, North Carolina 27699-1621 (919) 733-2136 Consult the Aquatic Toxicology Unit for specific items that should be submitted with each request (such as Biocide Worksheet Form 101, MSDS documentation, etc.). Completion of Biocide Worksheet Form 101 is not necessary for those outfalls with toxicity testing requirements. Concentrations of chromium, copper or zinc added to biocides shall not exceed applicable water quality standards (or action levels) in the receiving stream. These concentrations should be calculated using the Biocide Worksheet Form 101 with the Supplemental Metals Analysis Worksheet. A. (5.) Reopener Clause If the permittee makes piping changes in order to reuse cooling tower blowdown and not discharge it as a heated water wastestream, the Division may reopen the permit and remove the temperature discharge limits and instream temperature monitoring requirements from Special Condition A. (1.) Effluent Limitations And Monitoring Requirements (001). DENR/DWQ FACT SHEET FOR NPDES PERMIT DEVELOPMENT NPDES No. NC0033227 Facility Information Applicant/Facility Name: Tyco Electronics Corporation Applicant Address: P.O. Box 3608, Mail Stop 140-42,Harrisburg, PA 17105-3608 Facility Address: 1396 Charlotte Highway, Fairview, NC 28730 Permitted Flow 0.0175 MGD (Outfall 001), 0.288 MGD (GWR Outfall 004) Type of Waste: Domestic and Industrial wastewater plus Ground Water Remediation Facility/Permit Status: Renewal + Modification County: Buncombe Miscellaneous Receiving Stream: Crane Creek Regional Office: ARO Stream Classification: C Trout French Broad River Basin Quad 303(d) Listed?: All streams in NC are listed as impaired by Hg Permit Writer: Jim McKay Subbasin: 04-03-02 Date: January 26, 2012 Drainage Area (mi2): 17.7 Summer 7Q10 (cfs) 7.5 Winter 7Q10 (cfs): 8 Average Flow (cfs): 23 1WC (%): 0.45 Primary SIC Code: 4952 Summary: • This permit was originally issued in 1977 to Communications Instruments, Inc. The permit included 3 outfalls, 001: 0.018 MGD 100% domestic, 002: Boiler blowdown, and 003: Cooling Tower Blowdown. • The 1996 renewal authorized addition of 0.288 MGD Groundwater Remediation through new outfall 004. • The company name was changed to CH Technologies, CII Division in November, 2000. • The company name was changed to Tyco Electronics Corporation sometime between November, 2000 and September, 2005. • The current permit expired on December 31, 2010. A renewal application was submitted on July 1, 2010. A permit modification was requested to delete boiler blowdown outfall 002, as it is no longer used, and to combine cooling tower blowdown outfall 003 with the WWTP discharge to outfall 001. Groundwater remediation discharge will remain at 004. Facility Description: The facility operates a 0.0175 MGD extended aeration basin with a 17,500 gallon treatment facility, clarifier, with tablet chlorination , chlorine contact chamber, and tablet dechlorination, serving restrooms and hand sinks for 219 factory employees. Intermittant cooling tower blowdown (approximately 0.00008 MGD) will be piped to Outfall 001 from existing Outfall 003. The cooling tower blowdown is entirely City of Asheville City water, with no process contact and no added chemicals. Sludge from the WWTP is removed by a pumping service and hauled to the Brevard WWTP for disposal. The average flow from the WWTP is 0.0020 MGD, or about 11.4% of capacity. The maximum flowrate for the past 3 years is 0.0060 MGD, or 34% of design. The cooling tower blowdown should not create any flow limit problems. The facility operates a GWR designed to remove volatile organic compounds from groundwater. The GWR consists of six extraction wells with dual air strippers and four carbon filters, a SCADA system, and about 40 monitoring wells. The treatment process generates no solids or sludge; therefore, no special handling or disposal of generated solids/sludge is required. Basin Plan: Cane Creek at the discharge site is classified as C, Trout and is not impaired. A short distance downstream, at Ashworth Creek, Cane Creek is listed on the 2010 303(d) list as impaired for biological integrity. All streams in NC are listed as impaired for mercury resulting from aerial deposition. NPDES Permit NC0033227 Renewal and Modification Page 1 Compliance Review: A Compliance Inspection performed on May 10, 2011 found the facility was operated and maintained very well, and appeared to be in compliance with the permit limits. Whole Effluent Toxicity (WET) Test: Quarterly sampling data was reviewed from January 2009 to November 2011. All 11 chronic WET tests Passed. DMR Instream and Effluent Data Review: Old Outfalt 002 (Boiler Blowdown) and 003 (Cooling Tower Blowdown) required instream monitoring. Outfall 002 has been out of service for years, so instream data was not reviewed. Outfall 003 instream data shows that there is some variation in instream temperature, but the IWC for the cooling tower blowdown is 0.0002%, so the cooling water could not make much of a change in stream temperature. Instream monitoring has been added to Outfall 001 with the addition of the cooling tower blowdown to this outfall. The average flow for the period of January 2009 to November 2011 was 0.0020 MGD (11.4 % of permitted flow). Proposed Modifications: • Per the permittee's request, Outfalt 002 (Boiler blowdown) and 003 (Cooling tower blowdown) have been deleted from the permit. • Cooling tower blowdown has been added to Outfall 001 - domestic wastewater treatment discharge. • The monitoring frequency for Carbon Tetrachloride, 1, 1-Dichloroethene, 1, 2-Dichloropropane, Tetrachloroethene (PCE), and Trichloroethene (TCE) was reduced to Semiannual from Quarterly as the result of RPA. • Monitoring for Toluene was removed. Proposed Schedule for Permit Issuance: Draft Permit to Public Notice: Public Notice by February 18, 2012 Permit Scheduled to Issue: Issue April, 2012 State Contact: If you have any questions on any of the above information or on the attached permit, please contact Jim McKay at (919) 807-6404. NAME: �f I REGIONAL OFFICE COMMENT: DATE: NAME: DATE: NPDES Permit NC0033227 Renewal and Modification Page 2 Mckay, James From: Menzel, Jeff Sent: Friday, April 27, 2012 1:10 PM To: Mckay, James Subject: RE: Tyco Permit Jim, Looks good, I spoke with John today they are looking at reuse options and will let us know what they decide on. Thanks, Jeff Jeff Menzel - jeff.menzel@ncdenr.gov North Carolina Dept. of Environment and Natural Resources Asheville Regional Office Division of Water Quality - Surface Water Protection Section 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 828-296-4500 Fax: 828-299-7043 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Mckay, James Sent: Friday, April 27, 2012 8:42 AM To: Menzel, Jeff Subject: Tyco Permit Jeff, This is what I am proposing to put in the Tyco permit when it is issued: A. (5.) Reopener Clause If the permittee makes piping changes in order to reuse cooling tower blowdown and not discharge it as a heated water wastestream, the Division may reopen the permit and remove the temperature discharge limits and instream temperature monitoring requirements. This will be considered to be a minor modification that does not require public notice in accordance with 1 SA NCAC 02H .0 l 14(b)(1). What do you think? I would like to get this one out next week if possible. Jim McKay, Environmental Engineer NC DENR / Division of Water Quality / Surface Water Protection Section Point Source Branch 1617 Mail Service Center, Raleigh, NC 27699-1617 919/807-6404 (work); 919/807-6495 (fax) **Please note, my email address has changed to James.McKay@ncdenr.gov 1 E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third parties. 2 Mckay, James From: Foster, Glen L [GLFOSTER@te.com] Sent: Friday, March 16, 2012 3:35 PM To: Mckay, James Cc: Haynes, Keith; Menzel, Jeff; Frazier, Wanda; James, Juanita; Frazier Jr., John R Subject: Additional Comments on Draft Permit No. NC0033227 Importance: High Mr. McKay, After the submittal of our previous comment on the draft permit on March 5, 2012, I have had additional discussions, including with our contract operator James & James, regarding the temperature limits and monitoring requirements for Outfall 001 in the draft Permit No. NC0033227. Based upon these discussions, we request that the temperature limits for Outfall 001 in the draft permit be eliminated. We agree to monitor the temperature but do not believe temperature limits are warranted as outlined below. • At the permitted flow of 0.0175MGD and a 7Q10 low flow for Cane Creek, the discharge from Outfall 001 would be less than one-half of 1 percent of the stream flow. This discharge flow will not have a thermal impact on the stream. • The cooling tower flow (which we propose to discharge into the sanitary wastewater treatment system) is approximately 100 gallons/day. This volume is only approximately one-half of 1 percent of the Outfall 001 flow and 0.002 percent (so 0.00002) of the 7Q10 stream flow. Clearly the thermal discharge flow of 100 gallons per day will not have any thermal impact on the stream. • There are numerous other potential causes of changes in the stream temperature in the near vicinity, upstream and downstream of our permitted outfalls. There are permitted discharges from the Ledgestone development WWTP and from the Fairview Elementary School WVVfP. There are tributaries to Cane Creek. There are different flow conditions — ripples and placid areas. And there are other factors — for example, shaded versus unshaded areas that have different solar gains and stormwater runoff from paved roads and highways. • Additionally, as presented in my 2/28/12 email to you, in the summer months (June through September) of 2003 to 2011, we have documented that the upstream temperature exceeded 20 C in 15 of the 36 months. While we understand that the permit does have the qualifying language "the effluent temperature shall not cause..." the stream temperature to exceed the trout stream based water quality standards, we do not see any benefit to temperature limits being included in the permit. There will be summer months when the stream temperature exceeds 20 C for many reasons totally outside the control of Tyco Electronics Corporation. We will be placed in the position of proving that we did not cause the temperature increase — of proving a negative. Thus, we respectfully request that the temperature limits be eliminated from the draft permit. Regardless of whether the temperature limits can be eliminated or not, we also request that footnote #1 in section A.(1.), which defines the upstream and downstream temperature sampling locations, be amended. Because of the many potential other factors that could impact the stream temperature, these locations should be carefully selected so that to the extent possible, the temperature influences of the many factors above are eliminated or minimized. We propose that these locations be selected and mutually agreed upon by Tyco Electronics Corporation and NCDENR (as represented by permit staff from the Asheville office) with technical assistance provided by our contract operator, James & James. Thank you for your consideration of these comments. Also, as requested by Mr. Keith Haynes in a conversation with Ms. Juanita James earlier today, I have copied Mr. Haynes and other Asheville office permit staff on this email. Sincerely, Glen L. Foster TE Connectivity 717-986-7916 tel 717-979-6441 mobile 1 glfoster@te.com P. O. Box 3608 Mail Stop 038-34 Harrisburg, PA 17105-3608 2 From: Foster, Glen L [GLFOSTER@te.com] Sent: Monday, March 05, 2012 1:32 PM To: Mckay, James Cc: Frazier Jr., John R; Chris Gilbert Subject: Comments on the Draft Permit Renewal - NC0033227 Mr. McKay, We have reviewed the draft permit and have one comment The site address should be 1396 Charlotte Highway, Fairview, North Carolina 28730-8544, not NCSR 2800. Thank you for the opportunity to review the permit and for your help answering my previous questions. Regards, Glen From: Mckay, James [mailto:james.mckay@ncdenr.aov] Sent: Tuesday, February 28, 2012 1:23 PM To: Foster, Glen L Subject: RE: Draft Permit Renewal - NC0033227 Mr. Foster, Thank you for the data you sent. I did discuss the idea of reclassification of Cane Creek to "C" instead of "C-Trout" with Elizabeth Kountis today. She said in order to do that, we would have to prove that there have not been trout in the stream since 1975 to the present, or from the time of classification to the present. She said that NC has done that one time only, in an unusual case. Her number is (919) 807-6418 if you would like to try. I have trouble thinking that the discharge is capable of affecting the stream temperature. Adding the flow from old outfall 001 and 003, it looks like the total will be about 0.04% of the 7Q10 stream flow. Any temperature difference between upstream and downstream would have to be caused by solar heat or some other factor. Jim McKay, Environmental Engineer NC DENR / Division of Water Quality / Surface Water Protection Section Point Source Branch 1617 Mail Service Center, Raleigh, NC 27699-1617 919/807-6404 (work); 919/807-6495 (fax) **Please note, my email address has changed to James.McKay@ncdenr.gov E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third parties. From: Foster, Glen L [mailto:GLFOSTER@te.com] Sent: Tuesday, February 28, 2012 12:13 PM To: Mckay, James Subject: Draft Permit Renewal - NC0033227 Mr. McKay, file://E:1NC00332271Comments on the Draft Permit Renewal - NC0033227.htm Thank you for your time on the phone today. I look forward to hearing from you after you discuss this with the planning section. I have summarized the data and presented my question below. Attached is a spreadsheet presenting certain historical temperature data for Outfall 001. By certain, I mean that have only included the stream temperatures, including upstream temperatures, which equal or exceed 20 C. I also only looked back to 2003. If you define summer months as June through September and look at years 2003 through 2011, then the upstream temperature has exceeded 20 C in 15 of the 36 months. Cane Creek is classified as a trout stream from its source to its confluence with Ashworth Creek. This confluence is near where Cane Creek crosses Rt. 74, about a few hundred yards downstream of Outfall 001. I understand that the temperature requirements for Outfall 001 in the draft reissued permit are based on this classification of this portion of Cane Creek as a trout stream. Given the upstream temperatures discussed above, my question is whether this classification as a trout stream (using the confluence as a point of demarcation) is correct. Regards, Glen L. Foster TE Connectivity 717-986-7916 tel 717-979-6441 mobile alfoster@te.com P. 0. Box 3608 Mail Stop 038-34 Harrisburg, PA 17105-3608 file://E:1NC00332271Comments on the Draft Permit Renewal - NC0033227.htm r1p\rl, s. I. F .—J• � 4? pvy' North Corinna Environmental Management Commission/ NPDES Unit 1617 Mail Service Center Raleigh, NC 27699.1617 Notice of Intent to Issue a NPDES Wastewater Permit The North Carolina En. vlronmental Manage- ment Commission ro- poses to issue a NPDES wastewater discharge listed RRermebft toelow. the person(s) Written comments re- garding the proposed pe It will be accepted untt 30 days after the publish date of this no- tice. The Director of the NC Division of Water hold di a (WQpublic hearing should there be a si9 niflgant degree of pub- lic Interest Please mall comments and/or in- formation requests to DWQ at the above ad- dress. Interested ar- sons may visit the, DWQ at 512 N. Salisbury Street, Raleigh, NC to review information on file. Additional Informa- tion on NPDES permits and this notice may be found on our website: httpJ/Dorta 1. nc denr.or •'--¢ w '- g/web/wq/swp/ps/npd = , es/calendar, or by call- ing (919) 807.6304. . Tyco Electronics Cor- poratlon requested re- newa r{nd modification - pf permit NC0033227 for W Its WTP in Buncombe County. Facility dls- -mi charges treated domes- -tic and industrial wastewater to Cane Creek In the French Bo- -♦tomErad River Basin. Cur- 1ss!-reftly BOD TSS and to- tal residual chlorine are water quality limited. A & D Water Services, - Inc. m requested a new --_ —� oIgh i VlstaC00 II I Wor W n Henderson County; - this new permitted cis- - _"— charge is for treated -'"domestic wastewater to Ling Creek French Broad River Basin. • - . February 10, 2012 —.—_ -- (9059) ASHEVI J E CITIZEN -TIMES VOICE OF THE MOUNTAINS • CITIZEN-T IMES.com AFFIDAVIT OF PUBLICATION BUNCOMBE COUNTY SS. NORTH CAROLINA Before the undersigned, a Notary Public of said County and State, duly commissioned, qualified and authorized by law to administer oaths, personally appeared Anne Gardner, who, being first duly sworn, deposes and says: that she is the Legal Billing Clerk of The Asheville Citizen -Times, engaged in publication of a newspaper known as The Asheville Citizen -Times, published, issued; and entered as first class mail in the City of Asheville, in said County and State; that she is authorized to make this affidavit and sworn statement; that the notice or other legal advertisement, a true copy of which is attached hereto, was published in The Asheville Citizen -Times on the following date: February 10t11, 2012, and that the said newspaper in which said notice, paper, document or legal advertisement was published was, at the time of eachand every publication, a newspaper meeting all of the - -- -requirements and qualifications of Section-1-597 ofth General Statues of North Carolina and was=a qualified=: newspaper within the meaning of Section -597 of theme: General Statues of North Carolina. Signed this 15t1i day of February, 2012. (Signature of p)r oil making affidavit) Sworn to and subscribed before me the 15th day of Feb ary, 2012. otary Pub -c) `o `,,�o��— My Co nission expires the 5th day of October, 201a¢� 111 t c(1. 232-5830(828) 253-5092 FAX m ap{ =JO0 4hSHEVILLE, NC_28802 I (800) 800-4204 c) GANVEIT PURL IC NPDES Permit Renewal Regional Office Comments Perm,,number• ' NC0033227 1on, 1 Asheville • •l ate ; February 6, 2012 i,' Fa'`cility r a[ner: ; ' r_ ; .; , . Tyco Electronics Corporation — Fairview Y-31 WVVTP ?>; ` r St•aff : Keith Hanes Y Wanda FrazierI4J' 4� >y �ot�s Buncombe 4 ' PSI 1.V'•ie_ t; Jim McKay t 0149, ivisor' `• Chuck Cranford, :st �K� ctto = Q El Issue permit according to Draft Make changes as noted below SS 3 1st•: " . ! �`F Y r R .. � 11trxtv>:rl 4qf�+7�4J r d Ifs f n p1 ;d3f` '�; D.rr Al'! ' � aH +, 1t, , xsi; I ,{ 3t S ti fi• e .•r`dy i k Yyn }. ray I .:I . Yyts t�.ri � ,$�.rs Ay K '`�x ti tti 1 rfu F .; I •,' a .;fin �€ h „r '1.;: 1 ' rG. i s air ; =. F• The draft permit requested by the Fact sheet: appears to be accurate and reflects modifications permittee. subbasin # is 03-08-37. This should be changed ed on the permit map. permit expired on November 16, 2010. it expired 2010. Indicates that the to 04-03-02, as indicated Indicates that the on December 31, S:\SWP\2-Templates&Forms\Permit Review\NPDESPermitReview ROComments.Feb2012.docx Mckay, James From: Frazier, Wanda Sent: Monday, February 06, 2012 4:33 PM To: Mckay, James Subject: NC0033227 Tyco Electronics Corp - draft permit renewal RO comments Attachments: NC0033227.pdf Jim, Per your request, attached are the Asheville Regional Office Comments (staff report) for the subject draft permit renewal. Please let us know if you need any further information from us. Thank you for the opportunity to comment. Wanda Email: Wanda.Frazier@ncdenr.gov North Carolina Department of Environment and Natural Resources Asheville Regional Office Division of Water Quality Surface Water Protection Section 2090 US 70 Highway Swannanoa, NC 28778 Switchboard: 828-296-4500 x 4662 Direct line: 828-296-4662 Fax: 828-299-7043 Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third parties. 1 Tyco Electronics Certified Mail 7007 2680 0003 2972 3242 Return Receipt Requested October 25, 2010 Dina Sprinkle NCDENR/DWQ/Point Source Branch 1617 Mail Service Center Raleigh, North Carolina 276699-16 1 7 Subject: NPDES Permit Renewal Update Request Tyco Electronics Corporation 1396 Charlotte Highway Fairview, North Carolina 28730-8544 Buncombe County NPDES Permit Number NC0033227 Dear Mrs. Sprinkle, Tyco Electronics Corporation AD&M 1396 Charlotte Highway Fairview, NC 28730-8544 Tyco Electronics is requesting that consideration be given to combining the discharge of Cooling Tower Water - Outfall 003 with Sanitary Wastewater — Outfall 001 as part of the permit renewal request. The water discharge for Outfall 003 is a direct pass through of city water (City of Asheville) with no contact with process activity and no chemical d t< additions for tower treatment. The amount of discharge from Outfall 003 remains the same as originally submitted in the permit renewal request letter dated June 23, 2010. By this updated request, Tyco Electronics proposes only have two discharges for the NPDES Permit from the facility, Sanitary Wastewater - Outfall 001 and Groundwater — Outfall 004. This request consideration has had prior review with Jeff Menzel, Environmental Specialist - NCDENR/DWQ/SWP — Asheville Regional Office, and James & James, ORC, representatives for comments. Should you or your staff have comments or need additional clarification for this request, please contact Jeff Menzel, NCDENR, and or me at your convenience by the means provided below. Consideration of this request and implementation into the NPDES Permit Draft for review and comments will be greatly appreciated by Tyco Electronics. OCT 262010 CENR-WATER QUALITY POINT SOURCE BRANCH Respectfully John R. Frazidf Jr. EHS Coordinator II Tyco Electronics (828) 338-1004 (Office) (828) 338-1103 (Fax) (828) 551-0507 (Cell) john.frazier@tycoelectronics.com cc: B. Lyman — Tyco Electronics — Fairview Y-31 D. Brickner — Tyco Electronics - Fairview Y-31 G. Foster — Tyco Electronics — Harrisburg J. James — James & James J. Menzel — NCDENR/DWQ/SWP - Asheville NC0033227 Tyco Electronics Plant WWTP DMR Data Review 2009 - 2011 YTD Outfall 004 Groundwater Remediation Date :rachloroethene :hlo aU 0) a� Flow, MGD U , i r 1 I- t`- 1-- Avg. Max. Min. Jan-09 0.036 0.051 0 Feb-09 0.039 0.069 0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass Mar-09 0.036 0.054 0.017 Apr-09 0.04 0.06 0.013 May-09 0.0535 0.081 0.032 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass Jun-09 0.042 0.085 0.025 Jul-09 0.038 0.062 0 Aug-09 0.0377 0.061 0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass Sep-09 0.0449 0.059 0.031 Oct-09 0.0365 0.052 0 Nov-09 Dec-09 0.0278 0.066 0 Jan-10 0.0425 0.061 0.0004 Feb-10 0.0329 0.056 0.0005 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass •Mar-10 0.0214 0.033 0 Apr-10 0.0211 0.04 0 May-10 0.042 0.06 0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass Jun-10 0 0 0 Jul-10 0.043 0.32 0 Aug-10 0.022 0.037 0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass Sep-10 0.024 0.067 0 Oct-10 0.042 0.075 0.024 Nov-10 0.036 0.04 0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass Dec-10 0.01 0.04 0 Jan-11 0.03 0.0558 0 Feb-11 0.037 0.059 0.001 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass Mar-11 0.028 0.042 0 Apr-11 0.035 0.07 0.011 May-11 0.037 0.066 0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass Jun-11 0.025 0.039 0 Jul-11 0.01 0.041 0 Aug-11 0.033 0.042 0.016 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass Sep-11 0.027 0.039 0.002 Oct-11 0.036 0.041 0.028 Nov-11 0.031 0.042 0.006 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Pass Dec-11 0.0323 0.3200 0.0000 Avg Max. Min. 4,1 / r��Ji d Cam G/ �+�/ ) / ,we a Chronic TOX Facility information NPDES permit #: Facility name: WWTP class: WWTP type: Outfalls: Note: Annual Average Flow: Maximum Daily Flow: Ato C: Collection System: Development: NC0033227 Buncombe County Global Aerospace, Defense and Marine - Tyco Electronics Corporation - C-II Division - Fairview, NC Ouffall 001 - Class II 0.0175 MGD extended aeration package WWTP consisting of: bar screen; aeration basin with dual blowers providing diffused air; hopper -style rectangular clarifier with skimmer and sludge returns; tablet chlorinator; chlorine contact chamber; and tablet dechlorinator. 001 Sanitary Wastewater 002 Boiler Blowdown (non -contact - no chemicals) - no longer used 003 Cooling Tower Blowdown - discharges to pond 004 Groundwater Remediation 0.288 MGD treatment system with air stripping and activated carbon and dual magnetic flowmeters (from extraction of 6 wells - 46,000 gpd total) Permittee requested to combine outfalls 001 & 003, since the cooling tower water is a direct pass -through of city water, with no contact with process activity and no chemical additions for tower treatment. 0.002 MGD (3 year ave.: 2007-2010) 0.005 MGD (during 3 previous years: 2007-2010) Authorization to Construct issued Consists of < 12 connections Consists of an industrial manufacturing facility for aerospace contactors (SIC # 3679) employing 219 employees. Sludge Management: Stormwater: WWTP location: Responsible official: Responsible " `s title: Official's location: Mailing Address: Phone Numbers 717-979-6441 717-986-7916 717-231-1157 717-985-2683 828-338-1006 828-338-1005 828-338-1004 828-551-0507 cell 828-338-1103 828-281-3350 828-697-0063 828-697-0065 828-674-8169 828-674-8170 828-776-3302 cell 828-254-7176 Operator information: Contract ORC : Physical address: Mailing address: Other: Commercial hauler (Mike's Septic Service) to the City of Brevard's WWTP and MSD's WWTP. NCGNE0244 - No exposure exclusion 1396 Charlotte Highway; Fairview, NC 28730-8544 NCSR 2800 - Charlotte Highway in Fairview — across from the Fairview Elementary School Glen L. Foster Director, Global Environmental Tyco Electronics Corporation PO Box 3608; Mail Stop 140-42; Harrisburg, PA 17105-3608 Glen Foster (glfoster@tycoelectronics.com) " - cell " - pager " - fax Bill Lyman — Plant Manager Don Brickner — Director of Operations John R. Frazier, Jr. — EHS Coordinator II " (email: iohn.frazierc tvcoelectronics.com) " — fax Chris Gilbert, P.E. - Altamont Environmental, Inc. 231 Haywood Street; Asheville, NC 28801 James & James Env. Mgmt.-ORC contractor & lab " - fax Harry James - cell Juanita James - cell Mark Swann "-@ PACE Inc. James & James Env. Mgmt.-ORC contractor & lab 3801 Asheville Hwy.; Hendersonville, NC 28791 PO Box 519; Mountain Home, NC 28758 Mark Swann — Grade I WW — Cert # 8440 Grade I PC — Cert # 28897 Permit Information: Issued Date Expiration Date Stream information Stream: River basin: Sub -basin: Quad: Grid: Stream classification: Drainage area sq mi: Instream Waste Conc.: Toxicity Testing Conc.: Test concentrations.: Average stream flow: Summer 7Q10 cfs: Winter 7Q10 cfs: 30Q2 cfs: Other information Directions: 1-1-2006 12-31-10 Cane Creek French Broad River Basin 04-03-02 Oteen, NC C-Trout no data no data 5.6% (Ceriodaphnia dubia) 1.4%, 2.8%, 5.6%, 8.4% & 12% cfs no data no data no data Facility is located off of US Hwy 74 at Miller Road in Fairview. Tyco Electronics Tyco Electronics Corporation P.O. Box 3608 Harrisburg, PA USA 17105-3608 June 23, 2010 717-564-0100 tel www.tycoelectronics.com Mrs. Dina Sprinkle NC DENR/DWQ/Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Subject: NPDES Permit Renewal Request Tyco Electronics Corporation 1396 Charlotte Highway, Fairview, NC 28730 Buncombe County NPDES Permit Number NC 0033227 Dear Mrs. Sprinkle: Glen L. Foster Director, Global Environmental Phone: 717-986-7916 Fax: 717-985-2683 glfosterOtycoelectronics.com Enclosed please find one signed original and two copies of the permit renewal application package to discharge wastewater from the Tyco Electronics Corporation facility, located in Fairview, North Carolina. The application package was prepared on behalf of Tyco Electronics Corporation by Altamont Environmental, Inc. (Altamont). Thank you for your time. Please feel free to call or respond with any questions or comments related to this permit renewal application at (717) 986-7916. Sincerely, Glen L. Foster Director, Global Environmental Enclosure: One original and two copies of the permit renewal application package c: Mr. Chris Gilbert, Altamont Environmental, Inc. Mr. Bill Lyman, Tyco Electronics Corporation g@Mtg5 JUL -12010 POINT SOURCE ',E :014 Doc 48947 . NPDES Permit Renewal Request Tyco Electronics Corporation June 29, 2010 Page 1 NPDESPermit Renewal Request Tyco Electronics Corporation NPDES Permit Number NC 0033227 ;;;; Christop er . Gilbert, P.E. Imo- Voita455e,. Marta VanDussen, E.I. P:\TEC\Fairview\NPDES Permit Renewal\Revision 2\NPDES Permit Renewal Application Package.Doc NPDES Permit Renewal Request Tyco Electronics Corporation June 29, 2010 Page 2 Table of Contents 1.0 Introduction 3 2.0 Sanitary Wastewater - Outfall 001 4 3.0 Cooling Tower Water - Outfall 003 5 4.0 Groundwater - Outfall 004 6 Figures Figure 1 - Outfalls Location Map Figure 2 - Schematic of the Flow through the Treatment System Figure 3 - Site Plan Map Appendices Appendix A - NPDES Application Form D Related to Outfall 001 Appendix B - Letter from James & James Environmental Management, Inc Related to the Solids Management at the Facility Appendix C - NPDES Permit Application Short Form C - Minor Industrial Related to Outfall 003 Appendix D - NPDES Permit Application Short Form C - GW Related to Outfall 004 Appendix E - Laboratory Analytical and Chronic Toxicity Reports for the Spring 2010 Outfall 004 Monitoring Event P:1TEC1Fairview\NPDES Permit Renewal\Revision 21NPDES Permit Renewal Application Package.Doc NPDES Permit Renewal Request Tyco Electronics Corporation June 29, 2010 Page 3 1.0 Introduction Tyco Electronics Corporation (TEC) owns and operates an industrial manufacturing facility in Fairview, North Carolina. The facility is currently permitted to discharge wastewater from the following four outfalls: • Outfall 001- Treated sanitary wastewater • Outfall 002 - Boiler blowdown water • Outfall 003 - Cooling tower water • Outfall 004 - Treated contaminated groundwater This application package includes the information required by the North Carolina Department of Environment and Natural Resources (DENR), Division of Water Quality (DWQ) to renew the National Pollution Discharge Elimination System (NPDES) permit for Outfalls 001, 003, and 004. This application package does not contain information related to outfall 002, because TEC no longer requires the boiler blowdown water discharge (outfall 002) and requests that this be removed from the re -issued permit. P:1TEC\Fairview\NPDES Permit Renewal\Revision 2\NPDES Permit Renewal Application Package.Doc NPDES Permit Renewal Request Tyco Electronics Corporation June 29, 2010 Page 4 2.0 Sanitary Wastewater - Outfall 001 This outfall includes sanitary wastewater from the bathrooms, breakrooms, drinking water fountains, and hand sinks used by the employees at the TEC manufacturing facility. Wastewater from industrial processes is not discharged to this outfall. The location of outfall 001 is indicated on Figure 1. The latitude and longitude of outfall 001 are 35 degrees, 31 minutes, 34 seconds north and 82 degrees, 24 minutes, 10 seconds west, respectively. Appendix A includes NPDES Application Form D related to this outfall. Wastewater discharged to this outfall is treated by an extended aeration wastewater treatment system. A schematic of the flow through the treatment system associated with this outfall is included as Figure 2. The sanitary wastewater treatment system is operated by a contract operator, James & James Environmental Management, Inc. (James & James). Appendix B includes a letter from James & James describing the solids management at the facility. Laboratory analytical results are summarized on the form in Appendix A. P:1TEC\Fairview\NPDES Permit Renewal\Revision 21NPDES Permit Renewal Application Package.Doc NPDES Permit Renewal Request Tyco Electronics Corporation June 29, 2010 Page 5 3.0 Cooling Tower Water - Outfall 003 This outfall includes water discharged from a cooling tower. According to James & James, the operator for the site, until recently discharge from the cooling tower did not occur. Discharge from the cooling tower currently occurs on an intermittent basis. The system is designed to discharge based upon water conductivity. During the summer months discharge occurs every three to five days. During the winter months discharge should occur about once every two weeks. When discharge occurs, its duration is about 24 hours. During the 24-hour period approximately 100- gallons is discharged at a constant rate (about 4.17 gallons per hour). The location of outfall 003 is indicated on Figure 1. The latitude and longitude of outfall 003 are 35 degrees, 31 minutes, 25 seconds north and 82 degrees, 24 minutes, 24 seconds west, respectively. Appendix C includes NPDES Permit Application Short Form C - Minor Industrial which is related to this outfall. Total residual chlorine, pH, and temperature measurements from the cooling tower discharge are summarized on the form in Appendix C. P:1TEC\Fairview\NPDES Permit Renewal\Revision 21NPDES Permit Renewal Application Package.Doc NPDES Permit Renewal Request Tyco Electronics Corporation June 29, 2010 Page 6 4.0 Groundwater - Outfall 004 This outfall includes treated groundwater associated with a remediation system operated in accordance with an Administrative Agreement issued by the DENR, Division of Waster Management (DWM), Superfund Section, Inactive Hazardous Sites Branch (IHSB). The location of outfall 004 is indicated on Figure 1. The latitude and longitude of outfall 004 are 35 degrees, 31 minutes, 25 seconds north and 82 degrees, 24 minutes, 10 seconds west, respectively. Appendix D includes NPDES Permit Application Short Form C - GW which is related to this outfall. Groundwater is extracted from six wells and pumped to a treatment system. Groundwater discharged to this outfall is treated by air stripping and activated carbon. A site plan map showing the locations of the groundwater extraction wells and treatment system is included as Figure 3. The current permit requires sampling of the effluent from outfall 004 on a quarterly basis. Effluent samples are analyzed for chronic toxicity and the following volatile organic compounds (VOCs): carbon tetrachloride, 1,1-dichloroethene, 1,2-dichloropropane, tetrachloroethene, trichloroethene, and toluene. None of the listed VOCs were detected in the last five years. Laboratory analytical reports for the spring 2010 monitoring event are included as Appendix E. P:ITEC\Fairview\NPDES Permit Renewal\Revision 21NPDES Permit Renewal Application Package.Doc 0.0175 MGD AERATION BASIN SODA ASH CLARIFIER CHLORINE DECHLORINATION CHLORINE CONTACT CHAMBER 0.0175 MGD ALTAMONT ENVIRONMENTAL, INC. ENGINEERING & HYDROGEOLOGY 231 HAYWOOD STREET, ASHEVILLE, NC 28801 TEL.828.281.3350 FAC.828.281.3351 WNW. W. ALTAMOIITENYIRONMENTAL. COM DRAWN BY: Chad Hearn PROJECT MANAGER: Chris Gilbert CLIENT: TEC-Fairview DATE: 05/28/2010 NOT TO SCALE Schematic of the Flow through FIGURE the Treatment System TEC - Fairview 1396 Charlotte Highway Buncombe County, North Carolina 2 FILE PATH: P:\P:\TEC\Fairview\NPDES Permit Renewal\Figure 2.dwg tt' 1t1 AP2-3 Rw-1 OPZ-5 ® Yw-ia MW-20 Q uw-19 0 Rw-4 OUTFALL 003 (Cooling Tower Water Discharge) F7 II NOTES: I 1. SITE MAP P SOURCES i / )/ TIGHE tb BOND - SITE BUILDINGS, FRDPERIY LIMES AND PARKUG AREAS SAW PLAN DATED JUNE 22 1008 PE777 PROFESSIONAL SERVICES - LAONTORPIG WELL AND RECOVERY 1VF7k LOC4710NS^FROM 5_UA DATA RECEIVED FEBRUARY 19, 1009 BUNCOMBE COUNTY GLS - OFFSITE PROPERLY BOUNDARIES ACCESSED ANUAR'r 2008 1. BUILDING SHADED WITH HATCH LINES REPRESENT AYINRES/DEMNL BUILDINGS. 3. WFTL ZONES ARE DEFINED AS FOLLOWS: Wells completed with screens entirey in regoKth and that bracket water table are solar table monitoring web".Wails in which the measured groundwater W el s4 above the top o210f screen, but ore completed also.. the lop of Da8Nak and malls completed with the Nap of screen 1n rega6Th and bottom of the screen in weathered rack one defined as 'deep rega6ah moNtadng weL8' 9.01, completed with o semen ar ape), borehole entirely A un-meathered Dedra0k ore bedeck monitoring meo REV. DATE 4 181ar Rood DESCRIPTION BY 9 Willer Road CHK ARV SURVEYED - PROPERTY UNE (THATOAL) Groundwater Remaakaan Equipment Building 19 Miller Road AT Mw-7/31 (MIDPCUir) OUTFALL 004 (Groundwater Remediation System Discharge) OUTFALL 001 (Existing Wastewater Treatment System Outfall) LEGEND U ® 1/19-2 WATER TABLE MONITORING NELL R 0 MW-1 DEEPREGOLITH MONITORING WELL 0 IIW-19 BEDROCK MONITORING WELL RW-1 GROUNDWATER RECOVERY WELL ® SW-2A STREAM SAMPLE LOCATTON /' {hY-7/Jf WDPO/NT) 49 YW 3 Mw-38D cb NNW-39Y ALTAMONT ENVIRONMENTAL, INC, ENGINEERING do HYDROGEOLOGY 231 HAYWOOD STREET, ASHEVILLE, NC 28801 TEL.828.281.3350 FAC.828.281.3351 WWW.ALTAMONTENVIPONMENTAL.COH DRAWN'BY: MARTA A. VANDUSSEN PROJECT MANAGER: CHRIS GILBERT CLIENT: TEC DATE: 06/29/2010 SCALE (FEET) 100 0 100 200 SITE PLAN MAP TEC - FAIRVIEW 1396 CHARLOTTE HIGHWAY BUNCOMBE COUNTY, NORTH CAROLINA FIGURE FILE PATH: P:\TEC\FAIRVIEW\NPDES PERMIT RENEWAL\ACAD-SITE PLAN.DWG NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD Mail the complete application to: N. C. DENR / Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit INC0033227 If you are completing this form in computer use the TAB key or the up - down arrows to move from one field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type. 1. Contact Information: Owner Name Facility Name Mailing Address City State / Zip Code Telephone Number Fax Number e-mail Address Tyco Electronics Corporation Tyco Electronics Corporation P.O. Box 3608, Mail Stop 140-42 Harrisburg PA 17105-3608 (717) 986-7916 (717) 985-2683 glfoster®tycoelectronics.com 2. Location of facility producing discharge: Check here if same address as above ❑ Street Address or State Road 1396 Charlotte Highway City Fairview State / Zip Code County NC 28730 Buncombe ,. :.. wi w g5 JUL R NW i ER Q AIS Y 3. Operator Information: Name of the firm, public organization or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) Name James & James Environmental Management, Inc. Mailing Address 814 Kanuga Road # B City Hendersonville State / Zip Code • NC 287.39 Telephone Number (828) 697-0063 Fax Number • (828) 697-0065 . 1 of 3 Form-D 05/08 NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD 4. Description of wastewater: Facility Generating Wastewater(check all that apply): Industrial ® Number of Employees 219 Commercial ❑ Number of Employees Residential ❑ Number of Homes School ❑ Number of Students/Staff Other ❑ Explain: Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers, restaurants, etc.): Outfall 001 - Bathrooms and hand sinks associated with the employee restrooms at a manufacturing facility; Outfall 003 - cooling tower water; Outfall 004 - treated groundwater from remediation system Population served: 219 5. Type of collection system Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer) 6. Outfall Information: Number of separate discharge points 3 Outfall Identification number(i) 001, 003 (See Appendix C), and 004 (See Appendix DI Is the outfall equipped with a diffuser? ❑ Yes ® No 7. Name of receiving stream(s) (Provide a map showing the exact location of each outfall): Cane Creek 8. Frequency of Discharge: ® Continuous ❑ Intermittent If intermittent: Days per week discharge occurs: Duration: 9. Describe the treatment system List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a separate sheet of paper. The Outfall 001 wastewater is sanitary wastewater from employee restrooms and hand sinks. The treatment process includes an existing 0.0175 million gallon per day (MGD) extended aeration treatment system with tablet chlorination followed by a dechlorination flow through cell. Assuming typical wastewater charecteristics, BOD and TSS removal efficiency -is about 98% and amonia nitrogen removal efficiency is about 90%. Phosphorus is not monitored parameter. 2 of 3 Form-D 05/08 NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD 10. Flow Information: Treatment Plant Design flow 0.0175 MGD Annual Average daily flow 0.002 MGD (for the previous 3 years) Maximum daily flow 0.005 MGD (for the previous 3 years) 11. Is this facility located on Indian country? • • El Yes ®No ' 12. Effluent- Data Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum and monthly average. If only one analysis is reported, report as daily maximum. Parameter Daily Maximum Monthly Average Units of Measurement Biochemical Oxygen Demand (BOD5) 11.9 5.4 milligrams per liter Fecal Coliform 7.0 3.5 colonies per milliliter Total Suspended Solids 16.6 7.4 milligrams per liter Temperature (Summer) 22.1 20.2 Degrees Celsius Temperature (Winter) 5.4 4.8 Degrees Celsius pH 7.1 7.0 Standard Units 13. List all permits, construction approvals and/or applications: Type Permit Number Type Hazardous Waste (RCRA) NCD099216798 NESHAPS (CAA) UIC (SDWA) e lied-fer4(WIDicloS1)Dcean Dumping (MPRSA) NPDES 0033227 Dredge or fill (Section 404 or CWA) PSD (CAA) Other Non -attainment program (CAA) 14. APPLICANT CERTIFICATION Permit Number Stormwater exclusion I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. Glen L. Foster Printed name of Person Si,Title Signature of Applicant Director, Global Environmental Date North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) 3 of 3 Form-D 05/08 James & James Environmental Management, Inc. 3801 Asheville Hwy., Hendersonville, N. C. 28791 OFFICE: (828) 697-0063 FAX: (828) 697-0065 May 25, 2010 N. C. Department of Environment and Natural Resources Division of Water QualityINPDES Unit 1617 Mail Service Center Raleigh, N. C. 27699-1617 Regarding All Waste Water Facilities Operated by James & James To Whom It May Concern: Sludge from this facility (TYCO Electronics Corp.) is pumped by Mike's Septic Tank Service and is permitted to be dumped at Brevard Waste Treatment System and MSD. Sincerely Juanita James James and James Environmental Mgt, Inc. NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industria1 Minor industrial, manufacturing and commercial facilities. Mail the complete application to: N. C. Department of Environment and Natural Resources Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit Number 1. Contact Information: ,NC0033227 Please print or type. Owner Name Tyco Electronics Corporation Facility Name Tyco Electronics Corporation Mailing Address P.O. Box 3608 City Harrisburg State / Zip Code PA 17105-3608 Telephone Number (717) 986-7916 Fax Number (717) 985-2683 e-mail Address glfoster@tycoelectronics.com 2. Location of facility producing discharge: Check here if same as above ❑ Street Address or State Road City State / Zip Code County 1396 Charlotte Highway Fairview NC 28730 Buncombe 3. Operator Information: Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) Name James & James Environmental Management, Inc. Mailing Address City State / Zip Code Telephone Number Fax Number 814B Kanuga Road # B Hendersonville NC 28739 (828) 697-0063 (828) 697-0065 4. Ownership Status: Federal ❑ State ❑ Private X Public ❑ Page 1 of 5 C-MI 10/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 5. Standard Industrial Classification (SIC) code(s): #3679 6. Number of employees: 219 7. Describe the treatment system List all installed waste treatment components with capacities, describe the processes that generate wastewaters. If the space provided is not sufficient attach a separate sheet of paper with the system description. Outfall. 001 is described in Appendix A. Outfall 003 is a cooling tower water discharge. This outfall does not include any waste treatment components. Outfall 004 is described in Appendix D. 8. Is facility covered under federal effluent limitation•guidelines? No X Yes ❑ If yes, specify the category? 9. Principal product(s) produced: Aerospace contactors Principal raw material(s) consumed: Steel and Copper Briefly describe the manufacturing process(es): Contactor assembly Page 2 of 5 C-MI 10/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 10. Amount of principal product produced or raw material consumed ist specific amounts consumed and/or units of production over the last three nears Product Produced or Raw Material Consumed • (AVERAGE) Product Produced or Raw Material Consumed (PEAK) per Day Not Applicable Not Applicable per Month Not Applicable Not Applicable per Year Not Applicable • Not Applicable 11. Frequency of discharge: Continuous ❑ Intermittent ® [Outfall 003 is intermittent. The other outfalls are continuous. Outfall 001 is described in Appendix A. Outfall 004 is described in Appendix D.] If intermittent: Days per week discharge occurs: <- 2 Duration: 24-hours 12. Types of wastewater discharged to surface waters only Discharge Flow (GALLONS PER DAY) Sanitary - monthly average 2,000 (Outfall 001 - See Appendix A) Utility water, etc. - monthly average 100 (Outfall 003) Process water - monthly average 0 (no process water) Stormwater - monthly average 0 (no exposure exclusion) Other - monthly average Explain: 46,000 (Outfall 004 - See Appendix D) Monthly Average total discharge (all types) • 48,100 13. Number of separate discharge points: 3 (See Figure 1) 14. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including latitude and longitude): Cane Creek Page 3 of 5 C-MI 10/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 15. Effluent Data [for new or proposed discharges] (The cooling tower operation procedures were changed. thus increasing the intermittent flow volume for Outfall 003 from 0 to 100 GPD maximum. Outfall 001 is described in Appendix A. Outfall 004 is described in Appendix D.) Provide data for the parameters listed. Temperature and pH shall be grab samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum and monthly average. If only one analysis is reported, report as daily maximum. NOTE: Permittees requesting renewal should complete the table ONLY for the parameters currently monitored. Summarize the past 3 years of effluent data. Parameter Daily Maximum Monthly Average Units of Measurement Biochemical Oxygen Demand (BOD5) Not Applicable Not Applicable Not Applicable Chemical Oxygen Demand (COD) Not Applicable Not Applicable Not Applicable Total Organic Carbon Not Applicable Not Applicable Not Applicable Total Suspended Solids Not Applicable Not Applicable Not Applicable Ammonia as N Not Applicable Not Applicable Not Applicable Temperature (Summer) 24.5 24.5 degrees Celsius Temperature (Winter) Not Available • Not Available Not Available pH 8.5 8.5 Standard units • Fecal Coliform (If sanitary waste is present) Not Applicable Not Applicable Not Applicable Total Residual Chlorine (if chlorine is used) 0 0 milligrams per liter 16. List all permits, construction approvals and/or applications (check all that apply and provide permit numbers or check none if not applicable): Type Permit Number Type Hazardous Waste (RCRA) NCD099216798 NESHAPS (CAA) UIC (SDWA) WI010089 Ocean Dumping (MPRSA) NPDES 0033227 Dredge or fill (Section 404 or CWA) PSD (CAA) Other Non -attainment program (CAA) Permit Number Stormwater exclusion 17. List any chemicals that may be discharged (Please list and explain source and potential amounts.) None Page 4 of 5 C-MI 10/08 NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial Minor industrial, manufacturing and commercial facilities. 18. Is this facility located on Indian country? (check one) Yes ❑ No El 19. Applicant Certification I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. Glen L. Foster Director, Global Environmental Printed name of Person Signing Title Signature of Applicant 0 6/2 3A Date North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) Page of 5 C-MI 10108 NPDES PERMIT APPLICATION - SHORT FORM C - GW For discharges associated with groundwater treatment facilities. Mail the complete application to: N. C. Department of Environment and Natural Resources Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit Number NC0033227 If you are completing this form in computer use the TAB key or the up - down arrows to move from one field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type. 1. Contact Information: Owner Name Facility Name Mailing Address City State / Zip Code Tyco Electronics Corporation Tyco Electronics Corporation P.O. Box 3608 Harrisburg PA 17105-3608 Telephone Number (717) 986-7916 Fax Number (717) 985-2683 e-mail Address glfoster@tycoelectronics.com 2. Location of facility producing discharge: Check here if same as above ❑ Street Address or State Road City State / Zip Code County 1396 Charlotte Highway Fairview NC 28730 • Buncombe 3. Operator Information: Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) • Name Mailing Address City State / Zip Code James 8s James Environmental Management, Inc. 814B Kanuga Road #B Hendersonville NC 28739 Page 1 of 3 C-GW 03/05 NPDES PERMIT APPLICATION - SHORT FORM C - GW For discharges associated with groundwater treatment facilities. Telephone Number (828) 697-0063 Fax Number (828)697-0065 4. Ownership Status: Federal ❑ State ❑ Private ® Public ❑ 5. Products recovered: Gasoline ❑ Diesel fuel ❑ Solvents E. Other 6. Number of separate discharge points: 1 Outfall Identification number(s) Outfall 004 7. Frequency of discharge: Continuous E Intermittent 0 If intermittent: Days per week discharge occurs: Duration: 8. Treatment System Design flow 0.288 MGD 9. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including latitude and longitude): Cane Creek 10. Please list all additives to the treatment system, including chemicals or nutrients, that have the potential to be discharged. None 11. Is this facility located on Indian country? (check one) Yes ❑ No E 12. Additional Information All applicants (including renewals) > A USGS topographical map (or copy, of the relevant portion) which shows all outfalls ➢ • A summary of the most recent analytical results (effluent data, if available) containing the maximum values for each chemical detected NEW Applicants only: > Engineering Alternative Analysis ➢ Description of remediation treatment system components, capacities, and removal efficiency for detected compounds. Page 2 of 3 C-GW 03/05 NPDES PERMIT APPLICATION - SHORT FORM C - GW For discharges associated with groundwater treatment facilities. • If the treatment system will discharge to a storm sewer, written approval from the municipality responsible for the sewer. • A list of any chemicals found in detectable amounts at the site, with the maximum observed concentration reported for each chemical (the most recent sample must be collected less than one year prior to the date of this application) • For petroleum -contaminated sites - Analyses for Volatile Organic Compounds .(VOC) should be performed. Analyses for any fuel additives likely to be present at the site and for phenol and lead should also be performed. ✓ For sites contaminated with solvents or other contaminants - EPA Method 624/625 analysis should be performed. 13. Applicant Certification I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. Glen L. Foster Printed name of Person Signing Signature of Applicant Director, Global Environmental Title Date North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) Page 3 of 3 C-GW 03/05 aceAnalytical wwwpacaIahs.car» March 03, 2010 Mr. Harry James James & James Env. Mgmt. 3801 Asheville Hwy. Hendersonville, NC 28791 RE: Project: Tyco 2/26/10 Pace Project No.: 9264190 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Dear Mr. James: Enclosed are the analytical results for sample(s) received by the laboratory on February 26, 2010. The results relate only to the samples included in this report. Results reported herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the body of the report. Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All Microbiological analyses were performed at the laboratory where the samples were received. If you have any questions concerning this report, please feel free to contact me. tom.williams@pacelabs.com Project Manager Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 1 of 6 aceAnalytical® wwwpacelabs.conr 'roject: Tyco 2/26110 'ace Project No.: 9264190 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 CERTIFICATIONS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100' Huntersviile, NC 28078 (704)875-9092 harlotte Certification IDs 9800 Kincey Ave. - Ste 100 Huntersviile, NC 28078 Connecticut Certification #: PH-0104 Virginia Certification #: 00213 Tennessee Certification #: 04010 South Carolina Drinking Water Cert. #: 990060003 South Carolina Certification #: 990060001 Pennsylvania Certification #: 68-00784 North Carolina Wastewater Certification #: 12 North Carolina Field Services Certification #: 5342 North Carolina Drinking Water Certification #: 37706 New Jersey Certification #: NC012 Louisiana/LELAP Certification #: 04034 Kentucky UST Certification #: 84 Florida/NELAP Certification #: E87627 West Virginia Certification #: 357 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. ,tO MQA C�CpRQAN Page 2 of 6 aceAnalytical www.pacelabs ccm. Project: Tyco 2/26/10 Pace Project No.: 9264190 Pace Analytical Services, Inc. Pace Analytical Services, Inc. 2225 Riverside Dr. 9800 Kincey Ave. Suite 100 Asheville, NC 28804 Huntersville, NC 28078 (828)254-7176 (704)875-9092 ANALYTICAL RESULTS Sample: Tyco Lab ID: 9264190001 Collected: 02/26/10 10:21 Received: 02/26/10 13:17 Matrix: Water Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual 601/602 Volatiles by SM 6200 Analytical Method: SM 6200B Benzene ND ug/L 1.0 1 03/01/10 12:02 71-43-2 Bromodichloromethane ND ug/L 1.0 1 03/01/10 12:02 75-27-4 Bromoform ND ug/L 1.0 1 03/01/10 12:02 75-25-2 Bromomethane ND ug/L 5.0 1 03/01/10 12:02 74-83-9 Carbon tetrachloride ND ug/L 1.0 1 03/01/10 12:02 56-23-5 Chlorobenzene ND ug/L 1.0 1 03/01/10 12:02 108-90-7 Chloroethane ND ug/L 1.0 1 03/01/10 12:02 75-00-3 Chloroform ND ug/L 1.0 1 03/01/10 12:02 67-66-3 Chloromethane ND ug/L 1.0 1 03/01/10 12:02 74-87-3 Dibromochloromethane ND ug/L 1.0 1 03/01/10 12:02 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 1.0 1 03/01/10 12:02 106-93-4 1,2-Dichlorobenzene ND ug/L 1.0 1 03/01/10 12:02 95-50-1 1,3-Dichlorobenzene ND ug/L 1.0 1 03/01/10 12:02 541-73-1 1,4-Dichlorobenzene ND ug/L 1.0 1 03/01/10 12:02 106-46-7 Dichlorodifluoromethane ND ug/L 1.0 1 03/01/10 12:02 75-71-8 1,1-Dichloroethane ND ug/L 1.0 1 03/01/10 12:02 75-34-3 1,2-Dichloroethane ND ug/L 1.0 1 03/01/10 12:02 107-06-2 1,1-Dichloroethene ND ug/L 1.0 1 03/01/10 12:02 75-35-4 cis-1,2-Dichloroethene ND ug/L 1.0 1 03/01/10 12:02 156-59-2 . trans-1,2-Dichloroethene ND ug/L 1.0 1 03/01/10 .12:02 156-60-5 . 1,2-Dichloropropane' • ND ug/L 1.0 1 03/01/1012:02 78-87-5 • cis-1,3-Dichloropropene. ND ug/L 1.0 1 03/01/10 12:02 10061-01-5 trans-1,3-Dichloropropene ND ug/L 1.0 1 03/01/10 12:02 10061-02-6 Diisopropyl ether ND ug/L 1.0 1 03/01/10 12:02 108-20-3 Ethylbenzene ND ug/L 1.0 1 03/01/10 12:02 100-41-4 Methylene Chloride ND ug/L 2.0 1 03/01/10 12:02 75-09-2 Methyl-tert-butyl ether ND ug/L 1.0 1 03/01/10 12:02 1634-04-4 Naphthalene ND ug/L 2.0 1 03/01/10 12:02 91-20-3 1,1,2,2-Tetrachloroethane ND ug/L 1.0 1 03/01/10 12:02 79-34-5 Tetrachloroethene ND ug/L 1.0 1 03/01/10 12:02 127-18-4 Toluene ND ug/L 1.0 1 03/01/10 12:02 108-88-3 1,1,1-Trichloroethane ND ug/L 1.0 1 03/01/10 12:02 71-55-6 1,1,2-Trichloroethane ND ug/L 1.0 1 03/01/10 12:02 79-00-5 Trichloroethene ND ug/L 1.0 1 03/01/10 12:02 79-01-6 Trichlorofluoromethane ND ug/L 1.0 1 03/01/10 12:02 75-69-4 Vinyl chloride ND ug/L 1.0 1 03/01/10 12:02 75-01-4 Xylene (Total) ND ug/L 2.0 1 03/01/10 12:02 1330-20-7 m&p-Xylene ND ug/L 2.0 1 03/01/10 12:02 1330-20-7 o-Xylene ND ug/L 1.0 1 03/01/10 12:02 95-47-6 4-Bromofluorobenzene (S) 113 % 70-130 1 03/01/10 12:02 460-00-4 Dibromofluoromethane (S) 84 % 70-130 1 03/01/10 12:02 1868-53-7 1,2-Dichloroethane-d4 (S) 90 % 70-130 1 03/01/10 12:02 17060107-0 Toluene-d8 (S) 102 % 70-130 1 03/01/10 12:02 2037-26-5 Date: 03/03/2010 04:48 PM REPORT OF LABORATORY ANALYSIS Page 3 of 6 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. 2eAnaIyticaI wwwpecelabs.com 'roject: Tyco 2/26/10 )ace Project No.: 9264190 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 QUALITY CONTROL DATA Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 1004 Huntersville, NC 28078 (704)875-9092 OC Batch: MSV/10119 3C Batch Method: SM 6200B \ssociated Lab Samples: 9264190001 Analysis Method: Analysis Description: SM 6200B 601/602 Volatiles by SM 6200 METHOD BLANK: 408684 associated Lab Samples: 9264190001 Parameter Units Matrix: Water Blank Result Reporting Limit Analyzed Qualifiers 1,131-Trichloroethane 1,1,2,2-Tetrachloroethane 1,1,2-Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,2-Dibromoethane (EDB) 1,2-Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3-Dichlorobenzene 1,4-Dichlorobenzene 3enzene 3romodichloromethane 3romoform 3romomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane cis-1,2-Dichloroethene cis-1, 3-Dichloropropene Dibromochloromethane Dichlorodifluoromethane Diisopropyl ether Ethylbenzene rn&p-Xylene Methyl-tert-butyl ether Methylene Chloride Naphthalene o-Xylene Tetrachloroethene Toluene trans-1,2-Dichloroethene trans-1,3-Dichloropropene Trichloroethene Trichlorofluoromethane Vinyl chloride Xylene (Total) 1,2-Dichloroethane-d4 (S) 4-Bromofluorobenzene (S) Dibromofluoromethane (S) Toluene-d8 (S) )ate: 03/03/2010 04:48 PM ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 90 110 84 103 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 5.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 1.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0 70-130 70-130 70-130 70-130 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 03/01/10 02:49 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc.. Page 4 of 6 aceAnalytical www.pacelabs.com Project: Tyco 2/26/10 Pace Project No.: 9264190 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 QUALITY CONTROL DATA Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersviile, NC 28078 (704)875-9092 LABORATORY CONTROL SAMPLE: 408685 Parameter Spike LCS LCS % Rec Units Conc. Result % Rec Limits 1,1,1 Trichloroethane 1,1,2,2-Tetrachloroethane 1,1,2-Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,2-Dibromoethane (EDB) 1,2-Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3-Dichlorobenzene 1,4-Dichlorobenzene Benzene Bromodichloromethane Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane cis-1,2-Dichloroethene cis-1, 3-Dichloro propene Dibromochoromethane Dichlorodifluoromethane Diisopropyl ether Ethylbenzene m&p-Xylene Methyl-tert-butyl ether Methylene Chloride Naphthalene o-Xylene Tetrachloroethene Toluene trans-1,2-Dichloroethene trans-1,3-Dichloropropene Trichloroethene Trichlorofluoromethane Vinyl chloride Xylene (Total) 1,2-Dichloroethane-d4 (S) 4-Bromofluorobenzene (S) Dibromofluoromethane (S) Toluene-d8 (S) Date: 03/03/2010 04:48 PM Qualifiers ug/L 50 45.2 90 60-140 uglL 50 48.6 97 60-140 ug/L 50 51.4 103 60-140 ug/L 50 47.6 95 60-140 ug/L 50 43.9 88 60-140 ug/L 50 54.3 109 60-140 ug/L 50 52.4 105 60-140 ug/L 50 47.7 95 60-140 ug/L 50 50.5 101 60-140 ug/L 50 51.2 102 60-140 ug/L 50 48.4 97 60-140 uglL 50 47.1 94 60-140 ug/L 50 47.6 95 60-140 uglL 50 51.7 103 60-140 ug/L 50 49.2 98 60-140 ug/L 50 77.6 155 60-140 CC,LO ug/L 50 57.1 114 60-140 uglL 50 47.0 94 60-140 ug/L 50 40.4 81 60-140 ug/L 50 40.0 80 60-140 uglL 50 47.1 94 60-140 ug/L 50 47.1 94 60-140 ug/L 50 59.9 120 60-140 ug/L 50 39.1 78 60-140 ug/L 50 50.1 100 60-140 uglL 50 52.8 106 60-140 ug/L 100 103 103 60-140 ug/L 50 61.2 122 60-140 ug/L 50 46.2 92 60-140 ug/L 50 49.4 99 60-140 ug/L 50 52.9 106 60-140 ug/L 50 55.3 111 60-140 ug/L 50 50.7 101 60-140 uglL 50 46.1 92 60-140 uglL 50 41.6 83 60-140 ug/L 50 53.6 107 60-140 ug/L 50 44.5 89 60-140 ug/L 50 47.8 96 60-140 ug/L 150 155 104 60-140 %, 89 70-130 %, 117 70-130 % 85 70-130 %, 104 70-130 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, inc.. `■�.0MOB■(]%„ __C Q0 /,, o'a Page5of6 aceAnalytical wwwpacelabs.com QUALIFIERS 'roject: Tyco 2/26/10 'ace Project No.: 9264190 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100" Huntersvilie, NC 28078 (704)875-9092 )EFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of the sample aliquot, or moisture content. ND - Not Detected at or above adjusted reporting limit. J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. S - Surrogate 1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes. U - Indicates the compound was analyzed for, but not detected. 4NALYTE QUALIFIERS CC The continuing calibration for this compound is outside of method control limits. The result is estimated. LO Analyte recovery in the laboratory control sample (LCS) was outside QC limits. )ate: 03/03/2010 04:48 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. '„ �0009 Page 6 of 6 ace Analytical® Pace Analytical Services, Inc. 9800 Kincey Avenue, Suite 100 Huntersville, NC 28078 Phone: 704.875.9092 Fax: 704.875.9091 Pace Analytical Services, Inc. 2225 Riverside Drive Asheville, NC 28804 Phone: 828.254.7176 Fax: 828.252.4618 www.pacelabs.com Effluent Toxicity Report AT-1 Form Chronic Pass/Fail and Acute LC50 Date: 3\2\10 Facility: J & J Tyco NPDES#NC 0033227 Laboratory Performing Test PACE Analytical Services. Inc. Sure of Operator in Responsible Charge 7 Signature of Laboratory Supervisor MAIL ORIGINAL TO: North Carolina Ceriodaphnia Chronic Pass/Fail Reproduction Toxicity Test CONTROL ORGANISMS # Young Produced Adult (L)ive (D)ead Effluent% 5.6 TREATMENT 2 ORGANISMS # Young Produced Adult (L)ive (D)ead pH D.O. Control Treatment Control Treatment 1 2 3 4 5 6 Pipe # 004 County Buncombe Comments Samples Not Aerated Unless Otherwise Noted Environmental Sciences Branch Div. of Water Quality N.C. DENR 1621 Mail Service Center Raleigh, North Carolina 27699-1621 7 8 9 10 11 12 26 31 24 15 17 7 18 19 31 29 25 16 L L L L L L 1Chronic Test Results Tabular t Reduction 1�5 Calculated t -1.373 2.508 0 Mortality Control 0.00 Avq. Reprod Control 21.50 1 2 3 4 5 6 7 8 9 10 11 12 27 34 20 28 26 16 35 23 33 28 23 13 L L Treatment 2 0.0 Treatment 2 25.50 Cnntrnl CV 34.3 %control organisms producing 3rd brood 83.3 PASS X FAI L Check One 1 st 7.4 7.8 7.9 8.4 S a 1 st E n d 8.2 7.4 8.0 7.7 1st 7.7 8.0 7.8 8.2 S a 1 st E n d 8.2 7.7 8.0 8.1 2nd 7.7 8.1 7.5 7.9 S a 2nd E n d 8.1 7.6 8.3 8.0 LC50/Acute Toxicity Test • o ti er Complete This For Either Test Tes Start Date: 2124\10 Collection Start Date Sample 1 2\23\10 Sample 2 Sample Type/Duration Grab Comp. Duration Sample 1 Sample 2 x x 2\26\10 Hardness (mg/l) Spec. Cond. (umhos/cm) Chlorine (mg/l) Sample temp. at receipt (C) % % % % % % % % % Concentration Mortality LC50= % Method Moving Avg. Spearman of Determination Probit Other I 95% Confidence % - % Organism Tested: Ceriodaphnia dubia Test Duration (Hours): . Asheville Certification IDs NC Wastewater 40 NC Drinking Water 37712 SC 99030 FL NELAP E87648 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc. y ACCO 40 4�, C', nPlac start/end m m ®OM <0.1 <0.1 4 Note: Please Complete This Section also p� Control High Conc. start/end DO Charlotte Certification IDs NC Wastewater 12 NC Drinking Water 37706 SC 99006 FL NELAP E87627