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HomeMy WebLinkAboutNC0057878_Complete File - Historical_20190208eto ST 71 o f State of North Carolina Department of Environment, Health, and Natural Resources Asheville Regional Office James G. Martin, Governor Ann B. Orr William W. Cobey, Jr., Secretary Regional Manager Division of Environmental Management Water Quality Saction May 2, 1991 Mr. Jeff Eschedor Material Engineering Supervi,cor. Kyocera Feldmuehle, Inc. Post Office Box 678 Mountain Home, North Carolina 28758 Su-)ject: Proposed Dredging Wastewater Treatment System NPDES NCO057878 Kyocera Feldmuehle, Inc. Henderson County, N. C. Dear Mr. Eschedor: In follow up to our telephone conversations concerning the dredging of subject wastewater, treatment system, your proposal to dredge solids (waste ceramic) from the lagoon and dispose of in the County Landfill is accept -able provided that the following conditions can be met met: • 1. The Henderson County Landfill agrees to accept the dredged material. `w ;iz stated '-.hpt the County will accept this material once it can pass the paint filter test for moisture 71)ntent-. 2. Dredging is to be accomplished by drag line and back hoe equipment. Use of pump dredging techniques should be avoided unless pumping is done from secondary lagoon to primary lagoon then dredging the primary lagoon. 3. Dredged material wit_ i. }:)e pulled -o an area adjacent to the wastewater treat:n-int systei"i to allow for drying prior to tra.nsportin,a to the landfill_ Water drainage in this area should he controlled by the use of liners and berming to prevent ofi---site drainage. Any water runoff from this area should he collected and discharged back into the wasi:e�,-i ter treatment system. Interchange Building, 59 Woodin Place, Asheville, N.0 28801 • Telephone 704-2�1-6208 An Fqual OpTx,rtunm 4itirmativc .a�n„r L.mplover ,Kyocera Feldmuehle, Inc. May 2, 1991 Page Two 4. None of the dredged material should be disposed of at any site other than the landfill without obtaining necessary approvals and permits from this Division. I have discussed your proposed project with Mr. Don Link with the Ground Water Section of this Division. He finds your proposal acceptable under the conditions outlined above. It is requested that you notify this office when the project is to commence and when completed. Should you have any questions or need assistance please contact this office at 704 -251 -6208 - Sincerely yours, Gary Tweed, P.E. Environment -a-1- Engineer Division of Environmental Management GTT J xc : Don Link Robert Smith Jim Patterson ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GROUNDWATER SECTION November 13, 1998 Ms. Nancy Montgomery Kyocera Industrial Ceramics Company 100 Industrial Park Road DIVISION OF WATER QUALITY 3' L 4 P.O. Box 678 # Mountain Home, - North Carolina- -28758 Subject: Lagoon Closure Request Kyocera Industrial Ceramics - Mountain Home, NC Earth Tech (Formerly Rust E&I) Project No. 203342.10000 Dear Ms. Montgomery: We are in receipt of Mr. Ted Volskay's letter of November 9, 1998 requesting approval to abandon the third ("Pond No. 1") of three lagoons formerly used for wastewaterprocessing by the Kyocera Industrial Ceramics Company at your Mountain Home, North Carolina facility. The Groundwater Section, on behalf of the North Carolina Department of Environment and Natural Resources, hereby authorizes the abandonment of this lagoon in accordance with the procedures outlined in Ted Volskay's letter of November 9, 1998. Essentially, closure will be performed by removing all sludge from Pond No. 1 until no sludge remains in the pond and the underlying soils are exposed. Soils from an onsite borrow source will then be used to backfill the pond and will be compacted. These procedures are in accordance with those detailed in the 'letter of March 23, 1998 from Ken Pohlig of the Groundwater Section to your office. I have been in contact with Don Link of our Asheville Regional Office, and he is aware that the closure of the three lagoons at your facility has been handled through the Central Office (my office) here in Raleigh. It is Don's understanding that the Regional Offices do not normally handle the overseeing of lagoon closures; such matters are handled by the Central Office. We are copying him on our correspondence. GROUNDWATER SECTION P.O BOX 29578, RALEIGH, NC 27626-0578 - 2728 CAPITAL BLVD., RALEIGH, NC, 27604 PHONE 919-733-3221 FAX 919-715-0588 AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER Diu - NORTH iu-NORTH CAROLINA DEPARTMENT OF. ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY DIVISION OF WATER QUALITY 4 0 4 GROUNDWATER SECTION October 8, 1998 R R DE�� our 19 5e. ttuNTJR Ms . Nancy Montgomery 2NOR Kyocera Industrial Ceramics Company Cro�sndw�t S�ctsn 100 Industrial Park Road Ashevdieits®as14tF Ft .. P.O.. Box 678 Mountain Home, North Carolina 28758 Subject: Lagoon Closure Request Kyocera Industrial Ceramics - Mountain Home, NC Earth Tech (Formerly Rust E&I) Project No. 203342.10000 Dear Ms. Montgomery: We are in receipt of Mr. Ted Volskay's letter of September 23, 1998 requesting approval to abandon two of three lagoons formerly used for wastewater processing by the Kyocera Industrial Ceramics Company at your Mountain Home, North Carolina facility. The Groundwater Section, on behalf of the North Carolina Department of Environment and Natural Resources, hereby authorizes the abandonment of these lagoons in accordance with the criteria and methodology for such abandonment (closure) detailed in the letter of March 23, 1998 from Ken Pohlig of the Groundwater Section to your office. Please do not hesitate to contact me at (919) 715- 6162 if you have any questions or comments. Sincerely, David Goodrich Permits and Compliance Unit cc: Ted Volskay - Earth Tech Kim Colson - DWQ .ton L -;,,:ARO GROUNDWATER SECTION P.O BOX 29578, RALEIGH, NC 27626-0578 -. 2728 CAPITAL BLVD., RALEIGH, NC, 27604 PHONE 919-733-3221 FAX 919-715-0588 AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER- SO% RECYCLED/10% POST -CONSUMER PAPER RUST Rust Environment & infrastructure Inc. A Rust International Company Phone 864.234.3000 15 Brendan Way Fax 864.234.3069 Greenville, SC 29615 P.O. Box 24000 Greenville, SC 29616 September 23, 1998 Mr. Bob Cheek Permits & Compliance Unit North Carolina Department Of Environmental And Natural Resources 2728 Capital Blvd. Raleigh, NC 27604 Subject: Lagoon Closure Request Kyocera Industrial Ceramics Co. - Mountain Home, NC Earth Tech (Formerly Rust E&I) Project No. 203342.10000 Dear Mr. Cheek: On behalf of Kyocera Industrial Ceramics Co., I am requesting approval from the North Carolina Department Of Environmental And Natural Resources (NCDENR) to abandon two of three lagoons formerly used for wastewater processing at their Mountain Home facility. The criteria for closure of the lagoonswith the sludge and underlying soils remaining in-place were detailed in Mr. Ken Pohligs' March 23, 1998 letter correspondence with Ms. Nancy Montgomery. It is our opinion that two of the lagoons, the Settling Pond and Drying Pond, achieve the NCDENR criteria for abandonment leaving the sludge and soils in-place. Sludge from a third lagoon (Holding Pond) will be resampled and analyzed for TCLP barium to verify initial analytical results indicating that barium concentrations in Holding Pond sludge may be too high to allow closure with the sludge left in- place. The soils and sludge from each of the three lagoons were sampled on August 31, 1998 and were analyzed in accordance with the procedure detailed in the March 23, 1998 letter. The approximate sampling locations are indicated on the enclosed figure and the analytical results are summarized on the enclosed table. A copy of the analytical laboratory reports are also enclosed. Based upon the analytical results, none of the sludge or soil samples were found to meet the criteria of a Resource Conservation and Recovery Act (RCRA) hazardous waste on the basis of ignitability, reactivity, corrosivity, or leachability. Barium and cadmium were the only constituents detected in the sludge and soil samples. Barium, a naturally occurring element in soils, was detected in all of the lagoon soil samples at concentrations co Quality through teamwork /ranging from 0.5 mg/1(sample P2 -SO -2) to 1.0 mg/l (samples P1 -SO -1 and P2 -SO -1). Barium was also detected in the composite sludge samples collected from the Holding Pond (7.0 mg/1) and the Drying Pond (0.8 mg/1), but was not detected in the Settling Pond sludge sample. Only the Holding Pond sludge sample contained detectable barium concentrations (7.0 mg/1) in excess of the NCDENR 2L groundwater standard for barium (2.0 mg/1). Cadmium was detected in one soil sample and was not detected in any of the composite sludge samples. Cadmium, a naturally occurring element in soils, was detected in Settling Pond soil sample P2 -SO -2 at a concentration of 0.01 mg/l. Although the cadmium concentration in soil sample P2 - SO -2 exceeds the NCDENR 2L groundwater standard for cadmium (0.005 mg/1), cadmium was not detected in two other soil samples (P2 -SO -1 and P2 -SO -3) or the composite sludge sample collected from the same lagoon. Consequently, the cadmium detected in soil sample P2 -SO -2 is considered to be anomalous and is not representative of cadmium concentrations in soil underlying the Settling Pond. Kyocera wishes to expedite closure of the lagoons. November 20`h is the target date set by Kyocera for final closure of all three of the lagoons and Kyocera is taking the necessary steps to achieve their lagoon closure deadline. Kyocera has contacted the City of Hendersonville publicly owned treatment works (POTW) to determine conditions under which standing water from the Holding Pond and Settling Pond can be combined with their wastewater effluent. The City of Hendersonville POTW has sampled the water and is expected to contact Kyocera by the end of this week about the conditions under which they will accept the standing water. In addition, resampling of the Holding Pond sludge is tentatively scheduled to be completed during the week ending October 2nd Your expeditious review and comment on this matter would be greatly appreciated. Please contact me directly at (864) 234-3035 if you have questions or comments. Sincerely, Earth Tech Ted Volskay Project Manager cc: Ms. Nancy Montgomery - Kyocera Project File d 3 a O rn J z £ D J U z O U) a d a d W 3 a ' 0Qc, CO Z J ❑ Q av M z J Y N N . . MO W O O O O O Cl) 0 0 O� O N O 0 0 0 O. W C= ❑ =O Z Z Z Z N O Q Z Z Z Z Z O O Z O 0 O 0 O Z Z Z 0 0 0 0 O O 0 0 0 0 O O O E Z L VJ � J O O r N N O D O O p N 0 0 N 0 0 0 M O N 0 0 0 0 U0 oy N O to N 0 U] O O!- t0 O n O n N O N 0 0 0 N 3 J O r '- N n 0 0 0 M � d O V C O . 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ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS, GA 30092 (770) 734-4200 • FAX (770) 734.4201 15 September 1998 Case Narrative ASI Sample 98952 These samples were collected on 31 August 1998 and arrived at ASI on arrived at ASI on 2 September 1998. All conditions for proper preservation and shipment were met. The samples were logged into LIMS as ASI sample 98952 for soil analysis of BNA, VOC, metals, and RCI. TCLP extracted samples were prepared using EPA method 1311. All applicable holding times were met. BNA analysis of TCLP extract were analyzed in batch 41654 using EPA method 82700. All measurement quality objectives were met. VOC analysis of TCLP extract were analyzed in batch 41748 using EPA method 8260B. The LCS/LCSD/MS/MSD were re -extracted and re -analyzed due to RPD failures. The re -runs were used for the reported recoveries. 1, 1-dichloroethene exhibited a high LC RPD. High MS/MSD recoveries were noted for carbon tetrachloride. Samples 98952-6 and 98952-10 exhibited high S1 recoveries, however the samples were analyzed in duplicate and met measurement criteria. Otherwise measurement quality objectives were met. ICP metals analysis of TCLP extract were analyzed in batch 41176 using EPA method 6010. Arsenic, barium, lead, and chromium detection limits were adjusted according to the blank result. The MS recovery for lead was low. Otherwise measurement quality objectives were met. Mercury analysis of TCLP extract was analyzed in batch 41425 using EPA method 7470. All measurement quality objectives were met and the analyses were unexceptional. Reactive sulfide was analyzed in batch 41371 using EPA method 7.3.4.2. All measurement quality objectives were met and the analyses were unexceptional. Reactive cyanide was analyzed in batch 41500 using EPA method 7.3.3.2. All measurement quality objectives were met and the analyses were unexceptional. PH was analyzed in batches 41504 and 41569 using EPA method 9045. All measurement quality objectives were met and the analyses were unexceptional. Ignitability was analyzed in batch 41660 using EPA method 1010. All measurement quality objectives were met and the analyses were unexceptional. Respectfully yours, ( � q L Jon Neuhaus Quality Assurance A Unit of American Analytical Services. Inc. -734-4201 ANALYTICAL SERVICES PAGE 03 ANALYTICAL SERVICES, INC. ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS, GA 30092 (770) 734-4200 • FAX (770) 734.4201 LABORATORY, REPORT Rust Environment & Infrastructure Inc September 16, 1998 15 Brendan Way Greenville, SC 29615 P.O. No. 203342.10000 Attention: Mr. Ted Volskay Report No. 98952-1 SA=le Description Soil, SOIL, composite, Kyocera, Project #203342.10000, Pl-SL, 08/31/98, 10:10, received 09/02/98 RESULTS BDL - Below Detection Limit A Unit of American Analytical Services, Inc. Detection Result 'mit Ignitability (°F)(EPA 1010) .................. >212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)... ... RDL 1 Reactive Sulfide (mg/kg)(EPA 7.3.4.2)........ BDL 5 PH (laboratory)(EPA 9045) .................... 7.06 - Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number P (m 1) (ma/1) m 1 D004. Arsenic (As) ................. BDL 2.5 5.0 D005 Barium (Ba)........ ......... 7.0 0.5 10.0.0 D006 Cadmium (Cd) .................. BDL 0.01 1.0 D007 Chromium (Cr) ................. BDL 0.03 5.0 D026 Total Cresol .................. BDL 0.05 200.0 D027 1,4 -Dichlorobenzene........... BDL 0.05 7.5 D030 2,4-Dinitrotoluene............ BDL 0.05 0.13 D032 Hexa.chlorobenzene............. BDL 0.05 0.13 D033 Hexachlorobutadiene........... BDL 0.05 0.5 D034 Hexachloroethane.............. BDL 0.05 3.0 D008 Lead (Pb) ..................... D009 Mercury (Hg) BDL 0.1 5.0 .................. D036 Nitrobenzene..... ............. BDL BDL 0.005 0.2 D037 Pentachlorophenol 0.05 2.0 ............. BDL 0.05 100.0 BDL - Below Detection Limit A Unit of American Analytical Services, Inc. 770-734-4201 ANALYTICAL SERVICES PAGE 04 Rust Environment & Infrastructure Inc September 16, 1998 Page 2 of 2 Report No. 98952-1 Soil, SOIL, composite, Kyocera, Project #203342.10000, P1 -SL, 08/31/98, 10:10, received 09/02/98 RESULTS Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter(Mg/1).ma/1) (mg/1) D010 Selenium (Se) ................. BDL 0.5 1.0 D011Silver (Ag).... ............. BDL 0.01 5.0 D041 2,4,5 -Trichlorophenol......... BDL 0.05 400.0 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 D038 Pyridine ...................... BDL 0.05 5.0 Toxicity Characteristic Leaching Procedure 1,2-Dichloroethane............ BDL 0.02 TCLP Zero Headspace Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (mg/1) (ma/1) /cel ) m 1 D018Benzene .................... BDL 0.02 0.5 D019 Carbon tetrachloride.......... BDL 0.02 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform.... ............ BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene............ BDL 0.02 0.7 D035 Methyl ethyl ketone........... BDL 0.5 200.0 D039 Tetrachloroethane ............. BDL 0.02 0.7 D040 Trichloroethene............... BDL 0.02 0.5 D043 Vinyl chloride ................ BDL 0.02 0.2 BDL - Below Detection Limit Respe submitted, Assurance ,'70-734-4201 ANALYTICAL SERVICES PAGE 05 ANALYTICAL SERVICES, INC. ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS, DA 30092 (770) 734-4200 • FAX (770) 734.4201 LABORATORY REPORT Rust Environment & Infrastructure Inc September 16, 1998 15 Brendan Way Greenville, SC 29615 P.O. No. 242.10000 Attention: Mr. Ted Volskay Report No. 98952-2 Soil, SOIL, grab, Kyocera, Project #203342.10000, Pl-SO-1, 08/31/98, 9:30, received 09/02/98 WK90W, BDL - Below Detection Limit A Unit of American Analytical Services, Inc. Detection Result Limit Ignitability (°F)(EPA 1010)........ ........ >212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)........ BDL 1 Reactive Sulfide (mg/kg)(EPA 7.3.4.2)........ BDL 5 pH (laboratory)(EPA 9045) .................... 7.40 -- Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter m 1 (ma/1)/1) "M /1) D004 Arsenic (As) .................. BDL 2.5 5.0 D005 Barium (Ba).... .. ............ 1.0 0.5 100.0 D006 Cadmium (Cd)....S DL 0.01 1.0 D007 Chromium (Cr) ................. BDL 0.03 5.0 D026 Total Cresol.................. BDL 0.05 200.0 D027 1,4 -Dichlorobenzene........... BDL 0.05 7.5 D030 2,4-Dinitrotoluene............ BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.13 D033 Hexachlorobutadiene........... BDL 0.05 0.5 D034 Hexachloroethane.............. BDL 0.05 3.0 D008 Lead (Pb) ..................... D009 Mercury (Hg) BDL 0.1 5.0 .................. D036 Nitrobenzene BDL 0.005 0.2 .................. D037 Pentachlorophenol BDL BDL 0.05 2.0 ............. 0.05 100.0 BDL - Below Detection Limit A Unit of American Analytical Services, Inc. -/0-734-4201 Rust Environment & Infrastructure Inc Page 2 of 2 ANALYTICAL SERVICES PAGE 06 September 16, 1998 Report No. 98952-2 Soil, SOIL, grab, Kyocera, Project #203342.10000, P1 -SO -1, 08/31/98, 9:30, received 09/02/98 RESULT Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit ftund2er Parame er (mall). m l (M -q/1) D010 Selenium (Se) ................. BDL 0.5 1.0 D011 Silver (Ag).... .. ......... BDL 0.01 5.0 D041 2,4,5 -Trichlorophenol......... BDL 0.05 400.0 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 D038 Pyridine ...................... BDL 0.05 5.0 Toxicity Characteristic Leaching Procedure TCLP zero Headspace Extraction (EPA 1311) Detection Regulatory EPA HW Limit Limit Number Parameter m 1 ma/1) (m!x/1) D018Benzene....................... BDL 0.02 0.5 D019 Carbon tetrachloride.......... BDL 0.02 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform ..... .............. BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene....... ..... BDL 0.02 0.7 D035 Methyl ethyl ketone........... BDL 0.5 200.0 D039 Tetrachloroethene............. BDL 0.02 0.7 D040 Trichloroethene ............... BDL 0.02 0.5 D043 Vinyl chloride ................ BDL 0.02 0.2 BDL - Below Detection Limit Respeully submitted, ec ce ""0434-4201 ANALYTICAL SERVICES PAGE 07 ANALYTICAL SERVICES, INC. ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS, GA 30092 (770) 734-4200 • FAX (770) 734-4201 LAB T RY REPORT Rust Environment & Infrastructure Inc 15 Brendan way Greenville, SC 29615 Attention: Mr. Ted Volskay Saa{ple Description September 16, 1998 P.O. No. 203342.10020 Report No. 98952-3 Soil, SOIL, grab, Kyocera, Project #203342.10000, P1 -SO -2, 08/31/98, 9:45, received 09/02/98 RESULTS Detection Result Limit Ignitability (°F)(EPA 1010) .................. >212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)........ BDL 1 Reactive Sulfide (mg/kg)(EPA 'x.3.4.2)........ BDL 5 pH (laboratory)(EPA 9045) .................... 7.75 - Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter m 1 (Mg1l) (mg/1) D004 Arsenic (As) .................. BDL 2.5 5.0 D005 Barium (Ba) ................... 0.7 0.5 100.0 D006 Cadmium (Cd) .................. BDL 0.01 1..0 D007 Chromium (Cr) ................. BDL 0.03 5.0 D026 Total Cresol .................. BDL 0.05 200.0 D027 1,4 -Dichlorobenzene........... BDL 0.05 7.5 D030 2,4-Dinitrotoluene....... ...... BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.13 D033 Hexachlorobutadiene........... BDL 0.05 0.5 D034 Hexachloroethane.............. BDL 0.05 3.0 D008 Lead (Pb). ......... ........ BDL 0.1 5.0 D009 Mercury (Hg) .................. BDL 0.005 0.2 D036 Nitrobenzene .................. BDL 0.05 2.0 D037 Pentachlorophenol ............. BDL 0.05 100.0 HDL - Below Detection Limit A Unit of American Analytical Services, Inc. 734-4201 ANALYTICAL SERVICES PAGE 08 Rust Environment & Infrastructure Inc Page 2 of 2 September 16, 1998 Report No. 89952„ - Soil, SOIL, grab, Kyocera, Project #203342.10000, P1 -SO -2, 08/31/98, 9:45, received 09/02/98 RESULTS Toxicity Characteristic Leaching Procedure (EPA 1311) Detection Regulatory TCLP Non-volatile Extraction Result Limit Limit EPA HW (ma/1) -imq/ Number ame -(Mg/1- D010 Selenium (Se) ................. BDL 0.5 0.01 1.0 5.0 D011 Silver (Ag) ................... 2,4,5 -Trichlorophenol......... BDL BDL 0.05 400.0 D041 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 5.0 D018 Pyridine ...................••• BDL 0.05 Toxicity Characteristic Leaching Procedure TCLP Zero Headspace Extraction (EPA 1311) Detection Regulatory Limit Limit EPA HW N=her Parameter ,(mgLll (mg/11 � - D018 Benzene..... ............... BDL 0.02 0.5 D019 Carbon tetrachloride.......... BDL 0.02 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform .................... BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene....... ..... BDL 0.02 0.7 D035 Methyl ethyl ketone........... BDL 0.5 200.0 D039 Tetrachloroethene............. HDL 0.02 0.7 D040 Trichloroethene ............... HDL 0.02 0.5 D043 Vinyl chloride...... .......... BDL 0.02 0.2 BDL - Below Detection Limit Resp fully submitted, Project Manager Ll .- 40fl ua i t Assurance ANALYTICAL SERVICES PAGE 09 ANALYTICAL'SER'VICES, INC. ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS. GA 30092 (770) 734-4200 • FAX (770) 734.4201 LABORATORY RLPORT Rust Environment & Infrastructure Inc 15 Brendan Way Greenville, SC 29615 Attention: Mr. Ted Volskay SAM16 Dexcription September 16, 1998 P.O. No. 203342.10000 Report No. 98952-4 Soil, SOIL, grab, Kyocera, Project #203342.10000, P1 -SO -3, 08/31/98, 10:00, received 09/02/98 RESULTS BDL - Below Detection Limit A Unit of American Analytical Services. Inc. Detection Result Limit Ignitability (°F){EPA 1010) .................. >212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)........ BDL 1 Reactive Sulfide (mg/kg)(EPA 7.3.4.2)........ BDL 5 pH (laboratory)(EPA 9045) ................. 6.32 - Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter m 1 (Mg/1) (mg/1)L D004 Arsenic (As) .................. BDL 2.5 5.0 D005 Barium (Ba)........... ...... 0.7 0.5 100.0 D006 Cadmium (Cd) .................. BDL 0.01 1.0 D007 Chromium (Cr) ................. BDL 0.03 5.0 D026 Total Cresol. ............... BDL 0.05 200.0 D027 1,4 -Dichlorobenzene........... BDL 0.05 7.5 D030 2,4-Dinitrotoluene...... off ... BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.13 D033 Hexachlorobutadiene........... BDL 0.05 0.5 D034 Hexachloroethane.............. BDL 0.05 3.0 D008 Lead (Pb). :................. BDL 0.1 5.0 D009 Mercury (Hg) .................. BDL 0.005 0.2 D036 Nitrobenzene .................. BDL 0.05 2.0 D037 Pentachlorophenol ............. HDL 0.05 100.0 BDL - Below Detection Limit A Unit of American Analytical Services. Inc. -734-4201 ANALYTICAL SERVICES PAGE 10 ,.,;fet Environment & Infrastructure Inc September 16, 1998 % Page 2 of 2 Report No. 98952-4 Soil, SOIL, grab, Kyocera, Project #203342.10000, P1 -SO -3, 08/31/98, 10:00, received 09/02/98 REgULTS Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (ma/1) (ma/1L (MCl/1) D010 Selenium (Se) ................. BDL 0.5 1.0 D011 Silver (Ag) ................... BDL 0.01 5.0 D041 2,4,5 -Trichlorophenol......... BDL 0.05 400.0 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 D038 Pyridine ................•..... BDL 0.05 5.0 Toxicity Characteristic Leaching Procedure TCLP Zero Headspace Extraction (EPA 1311) Detection Regulatory EPA HW Limit Limit Number Parameteroma/1)/1) m 1 (mg/1) D018 Benzene ....................... BDL 0.02 0.5 D019 Carbon tetrachloride.......... BDL 0.02 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform .................... BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene............ SAL 0.02 0.7 D035 Methyl ethyl ketone........... BDL 0.5 200.0 D039 Tetrachloroethene............. BDL 0.02 0.7 D040 Trichloroethene............... BDL 0.02 0.5 D043 Vinyl chloride ................ BDL 0.02 0.2 HDL - Below Detection Limit fully submitted, ec ty (Assurance 734-4201 ANALYTICAL SERVICES PAGE 19 ANALYTICAL SERVICES, INC. , - ENVIRONMENTAL NTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PAAKWAY • NORCROSS. GA 30092 (770) 734.4200 • FAX (770) 734.4201 LABoRA,ToRY REPORT Rust Environment & Infrastructure Inc 15 Brendan Way Greenville, SC 29615 Attention: Mr. Ted volskay am le Deacription September 16, 1998 P.Q. No. 203142.100QQ Report No. 98952-9-9 Soil, SOIL, composite, Kyocera, Project #203342.10000, P2 -SL, 08/31/98, 11:00, received 09/02/98 RESULTS BDL - Below Detection Limit A Unit of American Analytical Services, Inc. Detection Result Limit Ignitability (°F)(EPA 1010) .................. X212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)........ HDL 1 Reactive Sulfide (mg/kg)(EPA 7.3.4.2)........ BDL 5 pH (laboratory)(EPA 9045) ...................• 6.59 - Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (mg/1) iMCF/11 1 D004 Arsenic (As) .................. BDL 2.5 5.0 D005 Barium (Ba) ................... BDL 0.5 100.0 D006 Cadmium (Cd) .................. BDL 0.01 1.0 D007 Chromium (Cr) ................. HDL 0.03 5.0 D026 Total Cresol .................. PDL 0.05 200.0 D027 1,4 -Dichlorobenzene........... BDL 0.05 7.5 D030 2,4-Dinitrotoluene............ BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.13 D033 Hexachlorobutadiene........... BDL 0.05 0.5 D034 Hexachloroethane.............. BDL 0.05 3.0 D008 Lead (Pb) ..................... BDL 0.1 5.0 D009 Mercury (Hg) .................. BDL 0.005 0.2 D036 Nitrobenzene... ............. BDL 0.05 2.0 D037 Pentachlorophenol ............. BDL 0.05 100.0 BDL - Below Detection Limit A Unit of American Analytical Services, Inc. /must Environment & infrastructure Inc Page 2 of 2 ANALYTICAL SERVICES PAGE 20 September 16, 1998 Report No. 989 Soil, SOIL, composite, Kyocera, Project #203342.10000, P2 -SL, 08/31/98, 11:00, received 09/02/98 $LSU T Toxicity Characteristic Leaching Procedure Regulatory Limit TCLP Non-volatile Extraction (EPA 1311) ,(mg/1). Detection Regulatory 0.02 0.5 Result Limit Limit EPA HW (MCF/1 (Mq/1) .(mg/1) Number. Parameter 6.0 D028 1,2-Dichloroethane............ D010 Selenium (Se) ................. BDL 0.5 1.0 D011 D041 Silver (Ag) .................•• 2,4,5 -Trichlorophenol......... BDL EDL 0.01 0.05 5.0 400.0 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 D038 Pyridine ...................... BbL 0.05 5.0 Toxicity Characteristic Leaching Procedure TCLP zero Headspace Extraction (EPA 1311) EPA HW Number Parameter (mg/1) Detection Regulatory Limit Limit m 1 ,(mg/1). D018 Benzene.......... .......... BDL 0.02 0.5 D019 Carbon tetrachloride.......... BDL 0.02 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform........... ....... BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene............ BDL 0.02 0.7 D035 Methyl ethyl ketone........... BDL 0.5 200.0 D039 Tetrachloroethene............. BDL 0.02 0.7 D040 Trichloroethene ............... BDL 0.02 0.5 D043 vinyl chloride ................ HDL 0.02 0.2 BDL - Below Detection Limit fully submitted, ty 734-4201 ANALYTICAL SERVICES PAGE 01 ANALYTICAL SERVICES, INC. ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS, eA 30092 (770) 734.4200 • FAX (770) 734.4201 LABORATORY REPORT Rust Environment & Infrastructure Inc 15 Brendan Way Greenville, SC 29615 Attention: Mr. Ted Volakay Sa=le Descrivtion September 16, 1998 P.O. No. 203342.10000 Report No. 98952-10 Soil, SOIL, grab, Kyocera, Project #203342.10000, P2 -SO -1, 08/31/98, 10:30, received 09/02/98 RESULTS A Unit of American Analytical Services, Inc. Detection Reeult Limit Ignitability (°F)(EPA 1010).. .......... >212 BDL 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)....... BDL, 5 Reactive Sulfide (mg/kg) (EPA 7.3.4.2) ..... • • • 6.93 _ pH (laboratory)(EPA 9045) . .. ............... Toxicity Characteristic Leaching Procedure Detection Regulatory TCLP Non-volatile Extraction (EPA 1311) Result Limit Limit EPA HW m 1 sm 1 L /1-L- Nutnber Parameter D004 Arsenic (AS) .................. BDL 1.0 2.5 0.5 5.0 100.0 D005 Barium (Ba) .................• EDL 0.01 1.0 D006 Cadmium (Cd) .................. BDL 0.03 5.0 D007 Chromium (Cr) ................. BDL 0.05 200.0 D026 Total Cresol ..............•••• BDL0.05 7.5 D027 1,4 -Dichlorobenzene ..........• BDL 0.05 0.13 D030 2,4-Dinitrotoluene............ BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.5 D033 Hexachlorobutadiene........... BDL 0,05 3.0 D034 Hexachloroethane.............. BDL 0.1 5.0 D008 Lead (Pb) ..................... BDL 0.005 0.2 D009 Mercury (Hg) .................. BDL 0.05 2.0 D036 Nitrobenzene ................. BDL 0.05 100.0 D037 Pentachlorophenol ............. BDL - Below Detection Limit A Unit of American Analytical Services, Inc. a=734-4201 ANALYTICAL SERVICES .et Environment & Infrastructure Inc %Page 2 of 2 PAGE 02 September 16, 1998 Report No. 98952-10 soil, SOIL, grab, Kyocera, Project x#203342.10000, P2 -SO -1, 08/31/98, 10:30, received 09/02/98 RESULTS Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (mg/1) (ma/1) (Met/1) D010 Selenium (Se) ................. BDL 0.5 1.0 D011 Silver (Ag) ................... BDL 0.01 5.0 D041 2,4,5 -Trichlorophenol......... BDL 0.05 400.0 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 D038 Pyridine ...................... BDL 0.05 5.0 Toxicity Characteristic Leaching Procedure TCLP Zero Headspace Extraction (EPA 1311) EPA HW Humber Parameter i Detection Regulatory Limit Limit (ma/1) (ma/1) EDL - Below Detection Limit Respe,afully submitted, ect ty BDL 0.02 0.5 D018 Benzene ....................... Carbon tetrachloride.......... BDL 0.02 0.5 D019 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform .................... BDL 0.02 0.02 6.0 0.5 D028 1,2-Dichloroethane............ BDL 0.7 D029 1,1-Dichloroethene............ BDL 0.02 D035 Methyl ethyl ketone........... BDL 0.5 200.0 0.7 D039 Tetrachloroethene............. BDL 0.02 0.5 D040 Trichloroethene ............... BDL 0.02 0.2 D043 vinyl chloride................ BDL 0.02 EDL - Below Detection Limit Respe,afully submitted, ect ty 734-4201 ANALYTICAL SERVICES PAGE 03 ANALYTICAL SERVICES, INC. ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS. GA 30092 (770) 734-4200 • FAX (770) 734-4201 LABORAVMY REPORT Rust Environment & Infrastructure Inc September 16, 1998 15 Brendan Way Greenville, SC 29615 P.O. No. 203342.10000 Attention: Mr. Ted Volskay Report No. 98952-11 . sample Description Soil, SOIL, grab, Kyocera, Project ##203342.10000, P2 -SO -2, 08/31/98, 10:40, received 09/02/98 RESULTS BDL - Below Detection Limit A Unit of American Analytical Services, Inc. Detection Result Limit Ignitability (°F)(EPA 1010) .................. a212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)........ BDL 1 Reactive Sulfide (mg/kg)(EPA 7.3.4.2)........ BDL 5 pH (laboratory)(EPA 9045)....... ........... 6.84 Toxicity Characteristic Leaching Procedure Detection Regulatory TCLP Non-volatile Extraction (EPA 1311) Result Limit Limit EPA HW (Mg/1) m 1 .(ma/1) Number Parameter D004 Arsenic (As).......... .. BDL 0.5 2.5 0.5 5.0 100.0 D005 Barium (Ba) ................... 0.01 0.01 1.0 D006 Cadmium (Cd) ................•. BDL 0.03 5.0 D007 Chromium (Cr). ........ .. BDL 0.05 200.0 D026 Total Cresol .................. BDL 0.05 7.5 D027 1,4 -Dichlorobenzene........... HDL 0.05 0.13 D030 2,4-Dinitrotoluene............ BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.5 D033 Hexachlorobutadiene........... 0.0.5 3.0 D034 Hexachl.oroethane............... BDL BDL 0.1 5.0 D008 Lead (Pb) ..................... BDL 0.005 0.2 D009 Mercury (Hg) .................. BDL 0.05 2.0 D036 Nitrobenzene.. ................ BDL 0.05 100.0 D037 Pentachlorophenol ............. BDL - Below Detection Limit A Unit of American Analytical Services, Inc. ,( Environment & Infrastructure Inc Age 2 of 2 ANALYTICAL SERVICES PAGE 04 September 16, 1998 Report No. 98952-11 Soil, SOIL, grab, Kyocera, Project #203342.10000, P2 -SO -2, 08/31/98, 10:40, received 09/02/98 V IP] Toxicity Characteristic Leaching Procedure Benzene..... ................ BDL TCLP Non-volatile Extraction (EPA 1311) 0.5 Detection Regulatory EPA HW Result Limit Limit Humhcr Parameter m 1 (MCF/1 (m 1) D010 Selenium (Se) ................. BDL 0.5 1.0 D011 Silver (Ag) ................... BDL 0.01 5.0 D041 2,4,5 -Trichlorophenol......... BDL 0.05 400.0 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 D038 Pyridine ...................... BDL 0.05 5.0 Toxicity Characteristic Leaching Procedure Tetrachloroethene............. BDL TCLP Zero Headspace Extraction (EPA 1311) 0.7 Detection Regulatory EPA HW 0.02 Limit Limit Number Parameter m 1 (ma/1) (mg/1) D018 Benzene..... ................ BDL 0.02 0.5 D019 Carbon tetrachloride.......... HDL 0.02 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform.. .................. BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene............ BDL 0.02 0.7 D035 Methyl ethyl ketone........... BDL 0.5 200.0 D039 Tetrachloroethene............. BDL 0.02 0.7 D040 Trichloroethene ............... BDL 0.02 0.5 D043 vinyl chloride ................ BDL 0.02 0.2 BDL - Below Detection Limit Respec ally vibmitted, Project Manager Qua ity As urance 734-4201 ANALYTICAL SERVICES PAGE 05 ANALYTICAL SERVICES, INC. ENVIRONMENTAL. MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY . NORCROSS, GA 30092 (770) 734-4200 • FAX (770) 734-4201 RATORY REP Rust Environment & Infrastructure Inc September 16, 1998 15 Brendan Way Greenville, SC 29615 P.O. No. 203342.10000 Attention: Mr. Ted Volskay Report No. 98952-12 Swwle Demcription Soil, SOIL, grab, Kyocera, Project #203342.10000, P2 -SO -3, 08/31/98, 10:50, received 09/02/98 RESULTS Detection Result Lim' Ignitability (°F)(EPA 1010) .................. X212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)........ BDL 1 Reactive Sulfide (mg/kg)(EPA 7.3.4.2)........ BDL 5 pH (laboratory)(EPA 9045) .................... 6.63 - Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory Result Limit Limit EPA HW (m� 1-I Wmaz 1Z Number Parameter - D004 Arsenic (As) .................. BDL 2.5 0.5 5.0 100.0 D005 Barium (Ba).............4..... 0.8 0.01 1.0 D006 cadmium (Cd) .................. BDL BDL 0.03 5.0 D007 Chromium (Cr) ................. BDL 0.05 200.0 D026 Total Cresol .................. BDL 0.05 7.5 D027 1,4 -Dichlorobenzene........... 0.05 0.13 D030 2,4-Dinitrotoluene............ BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.5 D033 Hexachlorobutadiene........... BDL 0.05 3.0 D034 Hexachloroethane.............. BDL 0.1 5.0 D008 Lead (Pb) . ............... .... BDL BDL 0.005 0.2 D009 Mercury (Hg)........... BDL 0.05 2.0 D036 Nitrobenzene........... . . . . . . . BDL 0.05 100.0 D037 Pentachlorophenol ............. BDL - Below Detection Limit A Unit Of American Analytical Services. Inc. 734-4201 ANALYTICAL SERVICES PAGE 06 Environment & Infrastructure Inc September 16, 1998 2 of 2 Report No. 98952-12 Soil, SOIL, grab, Kyocera, Project #203342.10000, P2 -SO -3, 08/31/98, 10:50, received 09/02/98 RESULTS Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (Mg 11). m 1 (MCT/1) D010 Selenium (Se) ................. BDL 0.5 1.0 D011 Silver (Ag) ................... BDL 0.01 5.0 D041 2,4,5 -Trichlorophenol......... BDL 0.05 400.0 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 D038 Pyridine ...................... BDL 0.05 5.0 Toxicity Characteristic Leaching Procedure TCLP Zero Headspace Extraction (EPA 1311) Detection Regulatory EPA HW Limit Limit Tumber Parameter (i a/1) m 1 (mcr/1) D018 Benzene ....................... BDL 0.02 0.5 D019 Carbon tetrachloride.......... BDL 0.02. 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform.................... BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene............ BDL 0.02 0.7- D035 Methyl ethyl ketone........... BDL 0.5 200.0 D039 Tetrachloroethene............. BDL 0.02 0.7 D040 Trichloroethene ............... HDL 0.02 0.5 D043 Vinyl chloride ................ BDL 0.02 0.2 BDL - Below Detection Limit Reauectfully submitted, urance 734-4201 ANALYTICAL SERVICES PAGE 11 •' ANALYTICAL SERVICES, INC. ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS, QA 30092 (770) 7344200 • FAX (770) 734-4201 LABORATORY REP Rust Environment & Infrastructure Inc September 16, 1998 15 Brendan Way Greenville, SC 29615 P.O. No. 203342.10000 Attention: Mr. Ted Volskay Report No. 98952-5 gam,ole rf ti Soil, SOIL, composite, Kyocera, Project #203342.10000, P3 -SL, 08/31/98, 12:20, received 09/02/98 RESULTS Detection Result Limit Ignitability (0F)(EPA 1010) .................. >212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)........ BDL 1 Reactive Sulfide (mg/kg)(EPA 7.3.4.2)........ BDL 5 pH (laboratory)(EPA 9045) .................... 5.68 - Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (MS/1) (MS/1) (ma/1) D004 Arsenic (As) .................. BDL 2.5 5.0 D005 Barium (Ba) ................... 0.8 0.5 100.0 D006 Cadmium (Cd) .................. BDL 0.01 1.0 D007 Chromium (Cr) ................. BDL 0.03 5.0 D026 Total Cresol .................. BDL 0.05 200.0 D027 1,4 -Dichlorobenzene. ......... BDL 0.05 7.5 D030 2,4-Dinitrotoluene............ BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.13 D033 Hexachlorobutadiene........... BDL 0.05 0.5 D034 Hexachloroethane.............. BDL 0.05 3.0 D008 Lead (Pb) ..................... BDL 0.1 5.0 D009 Mercury (Hg) .................. BDL 0.005 0.2 D036 Nitrobenzene .................. BDL 0.05 2.0 D037 Pentachlorophenol............. BDL 0.05 100.0 BDL - 9elOW Detect en Limit A Unit of American Analytical Services, Inc. �A-734-4201 ANALYTICAL SERVICES PAGE 12 /-Rust Environment & Infrastructure Inc September 16, 1998 Page 2 of 2 Report No. 98952_-_5. Soil, SOIL, composite, Kyocera, Project #203342.10000, P3 -SL, 08/31/98, 12:20, received 09/02/98 RESTJLTS Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter oma/11 (mg/1.1 (mg/11 D010 Selenium (Se) ................. BDL 0.5 1.0 Doll Silver (Ag) ..................• BDL 0.01 5.0 D041 2,4,5 -Trichlorophenol......... BDL 0.05 400.0 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 D038 Pyridine ...................... BDL 0.05 5.0 Toxicity Characteristic Leaching Procedure TCLP Zero Headspace Extraction (EPA 1311) Detection Regulatory EPA HW Limit Limit Number _Parameter -(-m 1)- ( (m 1) (mu/1) D018 Benzene. ........... .......... BDL 0.02 0.5 D019 Carbon tetrachloride.......... BDL 0.02 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform ................ to.. BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene............ BDL 0.02 0.7 D035 Methyl ketone........... BDL 0.5 200.0 D039 _ethyl Tetrachloroethene............. BDL 0.02 0.7 D040 Trichloroethene ............... BDL 0.02 0.5 D043 Vinyl chloride ................ BDL 0.02 0.2 HDL - Below Detection Limit Respe ully submitted, Project Manager 4"... ' ality A9 urance ANALYTICAL SERVICES PAGE 13 ANALYTICAL SERVICES, INC. ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS, GA 30092 (7T0) 7344200 • FAX (770) 734.4201 LABORATORY REPORT Rust Environment & Infrastructure Inc September 16, 1998 15 Brendan way Greenville, SC 29615 P.O. No. 203342.10000 Attention: Mr. Ted Volskay Report No. 98952-6 Sample Description Soil, SOIL, grab, Kyocera, Project #203342.10000, P3 -SO -1, 08/31/98, 12:30, received 09/02/98 BDL - Below Detection Limit A Unit of American Analytical Services, Inc. Detection Result Lim' Ignitability (° F) (EPA 1010) .................. a212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)........ BDL 1 Reactive Sulfide (mg/kg)(EPA 7.3.4.2)........ BDL 5 pH (laboratory)(EPA 9045) .................... 5.26 - Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (mg/1) (m 1) _(mg/1) D004 Arsenic (As) .................. BDL 2.5 5.0 D005 Barium (Ba) ................... 0.6 0.5 100.0 D006 Cadmium (Cd) .................. BDL 0.01 1.0 D007 Chromium (Cr) ................. BDL 0.03 5.0 D026 Total Cresol..... ............. BDL 0.05 200.0 D027 1,4 -Dichlorobenzene........... BDL 0.05 7.5 D030 2,4-Dinitrotoluene............ BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.13 D033 Hexachlorobutadiene........... BDL 0.05 0.5 D034 Hexachloroethane.............. BDL 0.05 3.0 D008 Lead (Pb) ..................... D009 Mercury (Hg) BDL 0.1 5.0 .................. D036 Nitrobenzene .................. BDL BDL 0.005 0.05 0.2 D037 Pentachlorophenol ............. BDL 0.05 2.0 100.0 BDL - Below Detection Limit A Unit of American Analytical Services, Inc. ""'d 734-4291 ANALYTICAL SERVICES PAGE 14 .Aust Environment & Infrastructure Inc September 16, 1998 Page 2 of 2 Report No. 98952-6 Soil, SOIL, grab, Kyocera, Project #203342.10000, P3 -SO -1, 08/31/98, 12:30, received 09/02/98 RESULT Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (M 1). ( (m 1) ( (MCT/1) D010 Selenium (Se) ................. BDL 0.5 1.0 D011 Silver (Ag) ................... BDL 0.01 5.0 D041 2,4,5 -Trichlorophenol......... BDL 0.05 400.0 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 D038 Pyridine.. .................... BDL 0.05 5.0 Toxicity Characteristic Leaching Procedure TCLP Zero Headspace Extraction (EPA 1311) Detection Regulatory EPA HW Limit Limit Number Parameter m 1 (ma/1) (ma/1) D018 Benzene...... ............. BDL 0.02 0.5 D019 Carbon tetrachloride .........•. BDL 0.02 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform... ............... BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene........ .... BDL 0.02 0.7 D035 Methyl ethyl ketone........... BDL 0.5 200.0 D039 Tetrachloroethene............. BDL 0.02 0.7 D040 Trichloroethene. .............. BDL 0.02 0.5 D043 Vinyl chloride ................ BDL 0.02 0.2 BDL - Below Detection Limit Reap u submitted, Project Manag r ua.li ty A 8urance 734-4201 ANALYTICAL SERVICES PAGE 15 ANALYTICAL SERVICES, INC. ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS. QA 30092 (770) 734-4200 • FAX (770) 734-4201 LABORATORY REPORT Rust Environment & Infrastructure Inc September 16, 1998 15 Brendan Way Greenville, SC 29615 P.O. No. 203342.10000 Attention: Mr. Ted Volskay Report No. 98952-7 16 Description Soil, SOIL, grab, Kyocera, Project #203342.10000, P3 -SO -2, 08/31/98, 12:40, received 09/02/98 RESULTS BDL - Below Detection Limit A Unit of American Analytical Services. Inc. Detection Result Limit Ignitability (°F)(EPA 1010) .................. >212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)........ BDL 1 Reactive Sulfide (mg/kg)(EPA 7.3.4.2)........ BDL 5 pH (laboratory)(EPA 9045) .................... 5.89 - Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (ma/1) (mg/1) (mg/1) D004 Arsenic (As)....... ......... BDL 2.5 5.0 D005 Barium (Ba) ................... 0.8 0.5 100.0 D006 Cadmium (Cd) .................. BDL 0.01 1.0 D007 Chromium (Cr) ................. BDL 0.03 5.0 D026 Total Cresol .................. BDL 0.05 200.0 D027 1,4 -Dichlorobenzene........... BDL 0.05 7.5 D030 2,4-Dinitrotoluene............ BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.13 D033 Hexachlorobutadiene........... BDL 0.05 0.5 D034 Hexachloroethane.............. BDL 0.05 3.0 D008 Lead (Pb). .................. BDL 0.1 5.0 D009 Mercury (Hg) .................. BDL 0.005 0.2 D036 Nitrobenzene. ................. BDL 0.05 2.0 D037 Pentachlorophenol ............. BDL 0.05 100.0 BDL - Below Detection Limit A Unit of American Analytical Services. Inc. 734-4201 ANALYTICAL SERVICES Aust Environment & Infrastructure Inc Page 2 of 2 PAGE 16 September 16, 1998 Report No. 9895 -7 Soil, SOIL, grab, Kyocera, Project #203342.10000, P3 -SO -2, 08/31/98, 12:40, received 09/02/98 BATS Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (Mg/1) (MS/l (mc(/I)- D010 Selenium (Se) ................. BDL 0.5 1.0 D011 Silver (Ag).... ... ......... BDL 0.01 5.0 D041 2,4,5 -Trichlorophenol......... BDL 0.05 400.0 D042 2,4,6 -Trichlorophenol......... BDL 0.05 2.0 D038 Pyridine ...................... BDL 0.05 5.0 Toxicity Characteristic Leaching Procedure TCLP zero Headspace Extraction (EPA 1.311) Detection Regulatory EPA HW Limit Limit Number Parameter (m, 1) M-gil ) D018 Benzene...... ............... BDL 0.02 0.5 D019 Carbon tetrachloride.......... BDL 0.02 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform .................... BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene............ BDL 0.02 0.7 D035 Methyl ethyl ketone........... BDL 0.5 200.0 D039 Tetrachloroethene............. BDL 0.02 0.7 D040 Trichloroethene ............... BDL 0.02 0.5 D043 Vinyl chloride ................ BDL 0.02 0.2 BDL - Below Detection Limit Reape ully submitted, ,tb ,,.Project Manager AA- v A Q� Palityssurance 734-4201 ANALYTICAL SERVICES PAGE 17 ANALYTICAL SERVICES INC. ENVIRONMENTAL MONITORING & LABORATORY ANALYSIS 110 TECHNOLOGY PARKWAY • NORCROSS, GA 30092 (770) 734-4200 • PAX (770) 734-4201 LABORATORY REPORT Rust Environment & Infrastructure Inc September 16,1998 15 Brendan Way Greenville, SC 29615 P.O. No. 203342.10000 Attention: Mr. Ted Volskay Report No. 98952-8 Sample Description Soil, SOIL, grab, Kyocera, Project #203342.10000, P3 -SO -3, 08/31/98, 12:45, received 09/02/98 RNSULTS BDL - Below Detection Limit A Unit of American Analytical Services, Inc. Detection Result Limit Ignitability (°F)(EPA 1010)................... >212 70 Reactive Cyanide (mg/kg)(EPA 7.3.3.2)........ BDL i Reactive Sulfide (mg/kg)(EPA 7.3.4.2)........ BDL 5 pH (laboratoxy)(EPA 9045).......... ........ 5.40 - Toxicity Characteristic Leaching Procedure TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit Number Parameter (Mgzl)- (mall) (mgf 1) D004 Arsenic (As) .................. BDL 2.5 5.0 DO05 Barium (Ba) .................. 0.6 0.5 100.0 D006 Cadmium (Cd)...... .......... BDL 0.01 1.0 D007 Chromium (Cr)... ............ BDL 0.03 5.0 D026 Total Cresol .................. BDL 0.05 200.0 D027 1,4 -Dichlorobenzene........... BDL 0.05 7.5 D030 2,4-Dinitrotoluene............ BDL 0.05 0.13 D032 Hexachlorobenzene............. BDL 0.05 0.13 D033 Hexachlorobutadiene........... BDL 0.05 0.5 D034 Hexachloroethane.............. BDL 0.05 3.o D008 Lead (Pb) .................. BDL 0.1 5.0 D009 Mercury (Hg)........ ........ BDL 0.005 0.2 D036 Nitrobenzene......... ....... BDL 0.05 2.0 D037 Pentachlorophenol ............. BDL 0.05 100.0 BDL - Below Detection Limit A Unit of American Analytical Services, Inc. -4201 ANALYTICAL SERVICES PAGE 18 _.ciQt� Environment & Infrastructure inc September Report No. 16, 1998 989528 Page 2 of 2 Soil, SOIL, grab, Kyocera, Project #203342.10000, P3 -SO -3, 08/31/98, 12:45, received 09/02/98 RESULTS Toxicity Characteristic Leaching Procedure. TCLP Non-volatile Extraction (EPA 1311) Detection Regulatory EPA HW Result Limit Limit NUM]2er Parameter m 1 (mg /11 (Mg/1) D010 Selenium (Se) ................. BDL BDL 0.5 0.01 1.0 5.0 D011 D041 Silver (Ag).... ..... ...... 2,4,5 -Trichlorophenol......... BDL 0.05 400.0 D042 2,4,6 -Trichlorophenol......... HDL 0.05 2.0 D038 Pyridine ...................... BDL 0.05 5.0 Toxicity Characteristic Leaching Procedure TCLP Zero Headspace Extraction (EPA 1311) Detection Regulatory EPA HW Limit Limit Number Parametgr (mg/l) mg/1 (me[111 D018 Benzene ....................... BDL 0.02 0.5 D019 Carbon tetrachloride.......... BDL 0.02 0.5 D021 Chlorobenzene................. BDL 0.02 100.0 D022 Chloroform .................... BDL 0.02 6.0 D028 1,2-Dichloroethane............ BDL 0.02 0.5 D029 1,1-Dichloroethene............ BDL 0.02 0.7 D035 Methyl ethyl ketone........... BDL 0.5 200.0 D039 Tetrachloroethene............. BDL 0.02 0.7 D040 Trichloroethene............... BDL 0.02 0.5 D043 Vinyl chloride ................ BDL 0.02 0.2 BDL Below Detection Limit Respectfully submitted, ect ce RE®® !2 -0 .2 7- 4 11 W 0033: a. CD cm 0 0 0 ou co a- ZZ0 Z aim 0 Pq CL CL< -0 0 = 0 x U) W w w 2 U) C0 C cc 010A di D D CJ CE: (r Lui SMUIOWOO 10 # RE®® !2 7- 4 11 W a. Pq cc C 1 2 C0 C cc 010A di JI( CJ SMUIOWOO 10 # .� E c _--� CL < cc c �� a� in CL 05 E co ❑ ROA&I I I I I duto3 RE®® EMMMOM a. Pq 2 C0 CJ 0 0 E -2 rn CL CL < cc in C 0 0= co ❑ -00 C cm d) IL E co 0 4- 'M vi - .:o LL E0) CC 17, rl CD C, CO —1 wo (D 0 fl CD 0 (D Q) cd E. Q 0— EMMMOM Pq C0 0 E cc in C 0 0= co -00 IL 'M vi .:o CC 17, rl ZP Jloo3 { cC .m f- m� O c o M Y •O C O o m m P•: �I ®a rn � o� Z u . toodao CL ZZZv CO CD V V CD O Y m CDa. o. ao z r. w w >. HH o C/) cj)y � 7 7 cr cr, V W IL N CF) 4.n ` V W CL - O .J- due 0 Ems o �m =2 o E .,... a ZP 4 cC .m f- m� O of p M Y •O C O o quit m m 0 E cC .m m� of p M Y •O C O dill III t -IT I i p 7 7L A Q m 2 V y �� a . m C o.2 v m x , O o :d Q. D Q -p _ -3 fC J Q C1 U) V W p N � � N N N J d cm Q � cz z o a=i . - U N Oca lY > t 1 M ry (%'.xz) 3 E 7Q R' smialuoo CL >a m �, Cv fi # zs faar; n y r O4 ern: r . ca I�Cc e `. <x� 9. y' ` , A.", 7?S .y s•sb. n� i f� `+i�3' F 4,s�s. N /MiyD� �Y,� y;, m'.7 r (� y� 2 4.,y.Y ,t .y. /�1�( '+[V' •_f" Ya�*�' .'x v+ y,�a ON -#- ) { '. � 14 Y� C 4.. + S ds !l, tom` 77,"Om t 1y R - a� •4{� - � 'M..d t ..N F fit. f✓u. R,�+t" { �'{,'�``l�'a�—�� -�0. ,t�(/`�Q. . td �,..m 7* ,��j"y. y '�y-y,, .g'E ,�y�v y, a ,xy gam,$ �y - �g ON,. f ? a JAMES B. HUNT NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GROUNDWATER SECTION March 23, 1998 MEMORANDUM To: Nancy Montgomery Koycera Industrial Ceramics Co 100 Industrial Park Road PO Box 678 Mountain Home, NC 28758 Through: Bob Cheek, Supervisor f -'17c - Permits & Compliance Unit From: Ken Pohlig, P.E. 40T Subject: Closure for three lagoons previously used in an NPDES permit This is a follow-up memorandum to the phone discussion we had on March 20, 1998 dealing with the closure for three (3) lagoons previously used in an NPDES permit. It is our understanding that the three lagoons are not associated with any State discharge or non -discharge permit at this point in time, nor are they planned to be in the future. It is also our understanding that the lagoons are partially filled with water. Further, it is our understanding that there is some uncertainty with regards to whether or not the lagoons are lined, and if they are lined, whether the liner is a synthetic liner or a natural compacted clay liner. As we discussed on the phone, the procedure is as follows: (1) Sample the sludge in each lagoon in three locations (3 sludge samples/lagoon). (2) The following analytical procedures should be run on the sludge samples: (a) Toxicity Characteristic Leaching Procedure (TCLP) SW -846 EPA Method 1311 for volatiles, semi -volatiles, and metals; (b) Ignitability SW -846 EPA Method 1010/1020, (c) Reactivity EPA OSW (d) Corrosivity EPA Method 9045 1 GROUNDWATER SECTION P.O BOX 29578, RALEIGH, NC 27626-0578 2728 CAPITAL BLVD., RALEIGH, NC, 27604 PHONE 919-733-3221 FAX 919-715-0588 AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER `(3)If the lagoon does not have a liner, then the underlying soil material should be sampled in three locations also and analyzed for the TCLP procedures in (2)(a). If the lagoon has a natural compacted clay liner, then the clay liner should be sampled in three locations and analyzed for the TCLP procedures in (2)(a). If the lagoon has a synthetic liner, then the soil material under the synthetic liner should be sampled in three locations and analyzed for the TCLP procedures in (2)(a). From a field sampling point of view, the sludge and underlying clay or underlying soil material can be collected using a core barrel sampler for shallow soils, where the core barrel is driven into the sludge/clay/soil matrix and later extracted. (4) If the sludge/clay liner/underlying soil material has TCLP concentrations that are above the TCLP regulatory limits, then the material is considered hazardous and the Division of Waste Management/Hazardous Waste Section should be contacted, and the material needs to be excavated. (5) If the'sludge/clay liner/underlying soil material has TCLP concentrations that are below the TCLP regulatory limits AND below Groundwater 2L standards, then the sludge maybe left in place and the lagoon closed without excavating the sludge. (6) If the sludge/clay liner/underlying soil material has TCLP concentrations that are below the TCLP regulatory limits AND above Groundwater 2L standards, then there are two options: (a) Excavate the material that is above Groundwater 2L standards, then proceed with lagoon closure. (b) Perform predictive calculations that demonstrate that the vertical leaching of the contaminant in question in the material will not cause an exceedance of Groundwater 2L standards in the underlying surficial groundwater saturated zone. This calculation would probably require the need of site characterization of the subsurface hydrogeologic parameters of concern. The predictive calculation would need to consider vertical leaching and subsequent mixing in the groundwater saturated zone. (7) Once it is decided whether the sludge/underlying soil material can remain in place or needs to be excavated, the following steps should be followed: (8) Remove all water from lagoons. (9) Remove all inflow piping, etc to the lagoons. (10) If the liner (clay or synthetic) is being left in place, it must be breached or ripped up to allow water to infiltrate past the liner. (11) Remove the earthen berms and grade the area to match the surrounding topography, in order to prevent water from accumulating and ponding. (12) Add a vegetative cover to prevent soil erosion. (13) The final approval of the above procedure and analyses is granted by the Asheville Regional Groundwater Supervisor, Don Link. If any land -disturbing activity associated with the above procedures will affect more than one (1) acre of land, an erosion and sedimentation control plan must be approved by the Land Quality Section of the Division of Land Resources. North Carolina General Statute I I3A-57(4) requires that this plan be submitted at least 30 days prior to beginning the land -disturbing activity. Additional information is available by contacting Mr. John Holley at (919)571-4700. If there are any questions, please call me at 715-6161. cc: Don Link/Ashville Regional Office Betty Wilcox ATTACHMENTS: Documents faxed to Ken Pohlig/Groundwater Section from Nancy Montgomery of Kyocera Industrial Ceramics Co. On March 10, 1998 kop\kyocera.doc 3 March 10, 1998 TO: Mr, Ken Pohlig NCDEHNR Ground Water Section FROM: Nancy Montgomery LL0U1 KYOcevtA INDUSTRIAL CERAMICS CO 100 Industrial Park Road P.O, Box 678 Mountain Homme,-NC-ZOS i 704/68 ?: General 44: Sales 704/692-1340: Fax TLX (ITT) 4971474 KYOAFC SUBJECT: Pond Closure Per my conversation earlier with you today, our company, Kyocera Industrial Ceramics Corporation, is considering pond closure of (�) ponds previously used when we had an NPDES permit. We have been tied on to the City of Hendersonville POTW for the past year and a half and would like to close out these ponds. Back in 1993 we had TCLP tests conducted on all three ponds (results atrdeW-if you need to see all the analytical data I will send that by separate mail). Our plan,if this is acceptable with the State, would be to run another set of TCLP tests on all three ponds and to close in place, Conversations with a Ted Volskay of Rust Environmental and with Don Link of the Asheville resulted.i.n. the attached letters. What we.ould-like.to-kn0 is, -►f the results of a new set of TCLP tests also results in Non - Hazardous results can we close in place, and if so what would we as a company need to do. The letter from Rust indicated that if closure in place was done it would require extensive modeling to prove that the sludge does not pose a risk to underlying soil or groundwater quality; what specifically would this entail? . I look forward to hearing back from you soon. Regards, /-/ � Nancy Ii Montgomery Environmental Coordinator .l 17046921340 KICC MHF 1!59AM RUST E&I GREENVILLE/rr IM Rust F.tvironrnent & infrastructure Inc. A Rust hluueadMl Company fayrle W2343300e9 is emntbn Way r,ma wgiff, so 29515 PA Ea 24= Greenville, sC 29616 post -it'" brand tax transmMal memo 7EM I # of pages r February 16. 1999 Ms. Nancy Montgomery Kyocera Industrial Ceramics Post Office Box 678 Mounta n Home, North Carolina 28751 . Re: Final Closure of Wastewater Basins Dear Ms_ Montgomery P,1 I recently tsiked with Mr. Bob Cheek ofthe North Carolina Department of Envirranmental Health and Natural Resources (NCDEHNR) about wastewater treatment basin closure requirements. Bob Cheek is in the Groundwater Section and is in charge of Permits and Cornpliz6GO. Mr. Cheek said that when he receives a request to permanently close out a basin he will send a letter listing the "five steps" necessary to properly close out the lagoon. The five steps are: , 1 • remove all water and solids (sludge); e 2. remove all inflows to the basin; 3. breach (clay) or remove (synthetic) basin liner; 4. remove earthen berm and grade area to match topography to prevent water accumalation; and 5. add a cover (sod or seed) to prevent soil emsicn- I asked if NCDEHNR would allow closure without removing the sludge, B&. Cheek said that it could b d�entr_butecy8o #>o'•dirfY closure" route eeausa it would requite extensive modeles to prove that the sludge does sot pose a risk to underlyit� soil er, grou>7dwaber quality. please contact me at (864) 234,3035 if you have any questions. Sincerely, RUST .11livironmesit & Infrastructure Ted Volskay Project Manager 0 Quality rhrough raimwark 2002 17046921340 KICC MHF 2003 ,ire of North Carolina w��, ��,� JW bepartment of Environment, �► Health and Natural Resouroes�,�.,�: Division of Wafter Quality ypy James B. Hunt, Jr., Governor 1 � H N FZ Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director Asheville Regional Office Division of Water Quality���� Groundwater Section �; s September 3, 1996 Ms. Nancy Montgomery Kyocera Industrial Ceramics Post office Box 678 Mountain Home, North Carolina 28751 Dear Ms. Montgomery: Subject: Kyocera industrial Ceramics Holding Ponds closure Sampling Requirements Henderson.County, North Carolina In our recent telephone conversation you indicated that Kyocera Industrial Ceramics was going to abandon several holding ponds on their property at Mountain Home. Your plans were to remove the settled materials from the ponds and conduct a TCLP analysis. Since light oils my be present in the proceanalsesssing, y by EPA Method 3550 and EPA Method. 9071 should be conducted on sediment samples from the bottom of each pond after the settled materials have been removed. After a1review of all analytical results have been made by this office, a determination of any further actions, if any, need to be conducted will be submitted to you. If you have any further questions, please do not hesitate to contact me at (704) 251.6208. Sincerely, o� Donald R. Link, L_ G. Regional Groundwater Supervisor pRL/gc CC- Arthur Mouberxy N�`,' Interchange Building, 59 Woodfln Place FAX 70d-251452 Asheville, North Carolina 28801 rf An Equal Opportunity/Affirmative Action Employer Voice 7th C rolina 50% recycles/10% post -consumer paper' 17046921040 KICC MHF Z004 — — 4 - DRAFT OF TCLP - Received @ Rust on 3-8-93 Enclosure 2 r► - RESULTS OF WASTEWATER AND POND SLUDGE SAMPLING AND ANALYSIS K'YOCERA ENGINEERED CERAMICS, INC. MOUNTAIN HOME, NORTH CAROLINA MARCH 1993 RUST ENVIRONMENT & INFRASTRUCTURE, INC. GREENVILLE, SOUTH CAROLINA PROJECT NUMBER G-5098.00 17046921340 KICC MHF 1.0 INTRODUCTION On 29 January, 1993, RUST Environment & Infrastructure, formerly SEC Donobue, collected -one composite sludge sample from each of three wastewater ponds located at the Kyocera Engineered Ceramics, Inc. (KECI) facility in Mountain Home, North Carolina. Additionally, a 24-hour composite wastewater sample was collected from facility wastewater effluent by KECI personnel. These samples were sent to Eneseco Analytical Laboratory to be analyzed for RCRA hazardous waste characteristics. The objective of this sampling and analysis effort was to determine if the wastewater or pond sludge is a RCRA characteristic hazardous waste. Analysis conducted on these samples included: * Toxicity Characteristic Leaching Procedure (TCLP) SW -846 EPA Methods 1.311, 8240, 8270, and CLP -M (No pesticides or herbicides); 0 ignitability SW -846 EPA Method 1010/1020, • Reactivity EPA OSW • Corrosivity EPA Method 9045. , Following are sampling observations, analytical results, and conclusions. 2.0 SAMPLING OBSERVATIONS Following are observations made during sample collection. 2.1 Sludge Sampling Observations Three ponds are present at the KECI facility in Mountain Home, North Carolina. Two ponds (Ponds No. 1 and 2) are enclosed by a chain-link fence and the third pond (Pond No. 3), located across a dirt access road opposite of Ponds Nos. 1 and 2, is also enclosed by a chain-link fence. Pond No. 1, the smallest pond, lies closest to the main building and is known as the Holding Pond. Pond No. 2 is known as the Settling Pond, and Pond No. 3 is known as the Drying Sed. A hand -drawn sketch of the area including ponds, sludge sample locations, and proximity to the plant and access road is included as Appendix A, Field Logs. The sludge sample collected from Pond No. 1 was designated SS -1. SS -1 is a composite sludge sample collected from one location over a 0 - 2.5 feet depth interval. SS -1 was collected -within six feet of the influent outfall from sludge that was elevated above standing water in the middle of the pond (Appendix A). Wastewater was continuously feeding into Pond No. 1. SS -1 had a consistency similar to ice cream and was colored light grey with Z005 7040921340 MCC uHF 2000 l/ streaks of light green, pink, black and white. The hand auger used to collect the sample was advanced to a depth of 2.5 feet before the weight of the sludge caused the boring to collapse_ The sludge sample collected from Pond No. 2 was designated SS -2. Wastewater in Pond No. 2 was relatively deep (> 6 inches), dark and murky. The hand auger used to collect the sludge sample was advanced below the water since all sludge in. Pond No. 2 was below the waterline. The water became very cloudy after advancing the auger one foot into the sludge. Because conditions made it impossible to see the initial sludge boring, it was not practical to collect a composite sludge sample over varying depths from one location in Pond No. 2. It was decided to collect a 0 - 1 feet composite sample from. three locations along the edge of Pond No. 2 (Appendix A). SS -2 was characterized as being very wet and very loosely compacted. The sludge sample collected from Pond No. 3 was designated SS -3. Wastewater in Pond No. 3 was relatively shallow around the bank (<6 inches) and clear. The hand auger used to collect the sludge sample was advanced below the water since all sludge in Pond No. 3 was below the waterline. The water became very cloudy due to local disturbance of the sediment when advancing the auger into the sludge. ft was noted that sand and course dirt was collected in the sample and that the plastic'pond litter did not appear to be installed very deep. It was for these reasons that 0 - 1 foot composite samples were collected from three locations along the edge of Pond No. 3 (Appendix A). SS -3 was characterized as being a grey, chalky sludge. 2.2 Wastewater Sampling Observations r Wastewater samples were collected by Kyocera personnel. Therefore, no wastewater sampling observations are presented in this report. 3.0 ANALYTICAL RESULTS Sludge sample and wastewater analytical results are summarized in Table 1. All samples are within TCLP regulatory levels for toxicity (40 CFR 261.24). No TCLP volatile or TCLP semivolatile organics were detected in any of the samples. Barium was the only TCLP metal detected in the sludge samples ranging between 0.33 and 11.4 mg/1. 'he TCLP regulatory limit for barium is 100 mg/1. No TCLP metals were detected in the wastewater sample. None of the samples meet the definition of a reactive, ignitable, or corrosive RCRA characteristic hazardous waste (40 CFR 261.21-22, and .23). No reactive cyanide or sulfide 7046921340 I{ICC MHF was detected in any of the samples. No samples were ignitable below 140°F, the RCRA regulatory limit for igaitability. Sludge sample pH ranged between 6.1 and 7.0 and wastewater pH was 7.1. The RCRA regulatory limit for corrosivity is a pH t2,0 or > 12.5. Analysis results indicate the sludges and wastewater are not characteristically hazardous. Based on knowledge that no spent solvents have been introduced into the wastewater treatment system, the sludges and wastewater are not RCRA listed hazardous wastes (40 CFR 261.31). 4,0 CONCLUSIONS Based upon the results of analysis conducted on composite sludge samples collected from Kyocera Ponds Nos. 1, 2, and 3 and an influent wastewater sample, the pond contents are not RCRA hazardous wastes. Z007 17048921340 I{ICC MHF Toxicity, TCL.P (mg/1) Volatiles Orgardcs Semitvolatile Organics Metals Arsenic Barium Cadmium Chromium Lead . Mercury Selenium Silver Reactivity (ppm) Cyanide Sulfide ignitability (°F) Corrosivity (pH Units) Table 1 Summary of Analytical Results Kyocera Corporation Mountain Home, North Carolina SS -1 S5-2 SS -3 WW -I ND ND ND ND NIS ND ND ND ND ND ND ND 11.4 0.41 0.33 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 7.0 6.8 6.1 ND ND ND 140 7.1 <2.0 & > 12.5 Regulatory Level 5.0 100 1.0 5.0 5.0 0.2 1.0 5.0 2 2 ND - Not Detected ' - A complete list of parameters and regulatory levels is found in 40 CFR, 261.24. 2 - The definition of reactivity is found in 40 CFR 261.23. Note that the definition of reactivity includes other properties relating to the instability of the waste. 16008 �d 1i 046921340 KICC MHF 11009 APPENDIX A FIELD LOGS !17046921340 KICC MHF ASECDoNOHU �ripnmrn[ QC i�irutrucxutr CLIENT PROJECT CALCULATION SHEET SUBJECT C� 010 PAGE OF PROJECT NO. Prepared By Date Reviewed By Date Approved By hate �- c1•�s�.��s s,a...�o(� rys..-.'��•�� � � s.�� �.5,�.,2.z,,�.�.,, i..�.z_t t� � s,a k -e- f 0 el 3 D f(?". s Qf, .•-� A OAA-,?- V--15 -� i Il 0 (.^G�C7.Z e t.JaS �Ja,1pr Sr�s-�D.�S s'o �Els.a 1�7r�c�v_!�... f22rsdir�¢ f .tir o l �._ Z�{ __Irw •� o�Oos -(p ... ]-'!�...-.',cam' _r.�, a =.,... , --„ _ • i i ? 4 U!o 7-- - 8-� —3s -! X 11 .3 c7 f o %L2 c.Lr cl S5YC�I /� �, /(/' . I j�,� Ilee174.�l 41 Ine-1 /,�"Lp cre,4M..... / AIM x'17046021340 _ — KICC MHF SE -t C DONoH TC CALCULATION SHEET /!/.��.+. Env"amentdo Infnstmmum CLIENT SU BJ ECT PROJECT. rYJ PAGE OF PROJECT NO. Prepared By Date Reviewed By Approved•By Date Date 2011 4 e f411�1 cor751;7e y eJ/�.��5/r!/` A 7' Z z C, a ({.p � � d ,1j'I ud�� 5�.�(e... .-1 r�7•--t f v -L. � � � . .S � t.c. o��,�, xu� 'v^�Q•� W"G-� .grt,G �dpS-��.; �q.trt.�'� •-f$->c� b J_"�:'�'+{ ..�v�C_ �� C_�?�O�'.�/ c--I��. bap {-� � ` / �, JAY - .� �(� r r • o /� f_ I � � ` J1 C<7f S w � L. 2 G K -L � 4c c. • _. �G .�+�n'e-, _��-t_, L � O �J /?� r `�' �"� S�� � .v"��y' .' .1'f "� .d �>G.� !Ci!9 S Y S ►L+LyofY �, c� "f � GJL_ i'�-�` /'a -I'�/ d -r •!,f -: f ...:tom .'f! d,.c•!�t 7G,Kr.-tOf �G+.(_CTG... 3 h. _ 7ZIJ.: dll��oe ilia v�4�"A-��c.. 111 I i i e of North Carolina Noepartment of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor ��► Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E„ Director IDU.HNF:Z Asheville Regional Office Division of Water Quality Groundwater Section September 3, 1996 Ms. Nancy Montgomery Kyocera Industrial Ceramics Post Office Box 678 Mountain Home, North Carolina 28751 Dear Ms. Montgomery: Subject: Kyocera Industrial Ceramics Holding Ponds Closure Sampling Requirement Henderson County, North Carolina In our recent telephone conversation you indicated that Kyocera Industrial Ceramics was going to abandon several holding ponds on their property at Mountain Home. Your plans were to remove the settled materials from the ponds and conduct a TCLP analysis.` Since light oils my be present in the processing, analyses by EPA Method 3550 and EPA Method 9071 should be conducted on sediment samples from the bottom of each pond after the settled materials have been removed. After a review of all analytical results have been made by this office, a determination of any 'further actions, if any, need to be conducted will be submitted to you. If you have any further questions, please do not hesitate to contact me at (704) 251-6208. Sincerely, 00 Y, ex Donald R. Link, L. G. Regional Groundwater Supervisor DRL/gc cc Arthur Mouberry Interchange Building, 59 Woodfin Place FAX 704-251-6452 Asheville, North Carolina 28801 An Equal Opportunity/Affirmative Action Employer Voice 704-251-6208 50", recycles/10'x, post -consumer paper