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HomeMy WebLinkAboutMO-6615_27296_CA_FPR_20031105'North Carolina Department of Environment and Natural Resources DIVISION OF WASTE MANAGEMENT Michael F. Easley, Governor William G. Ross Jr., Secretary Dexter R. Matthews, Director Integris Metals 455 85th Street NW Minneapolis, Minnesota 55433 Attention: Aimee Nash Dear Ms. Nash: 7 An. WA LJ NCDENR November 10, 2003 RE: Free Product Recovery Report Integris Metals Facility 527 Atando Avenue Incident 427296 Mecklenburg County, N.C. The UST Section of the Division of Waste Management at the Mooresville Regional Office received the subject report on November 6, 2003. Additional semi-annual free product recovery reports are only necessary if free product is found at a thickness greater than '/4 inch. If you should have any questions, I can be reached at (704) 663-1699 ext. 236. cc: Rick Tarr Avechia — ERM 1 , eb Sincerely, Allen Schiff Hydrogeologist 919 North Main Street, Mooresville, North Carolina 28115 Phone: 704-663-1699 \ FAX: 704-663-6040 \ Internet: http://wastenOt.Cnr.state.nc.us/ An Equal Opportunity / Affirmative Action Employer— 50% Recycled\ 10% Post Consumer Paper NorthCarolina Naturallrf v ERM NC, PC November 5, 2003 RECEIVED M ( 6 2003 NC DEPT. OF ENVIPO aOff AND NATURAL RESOURCES M OORESVILLE REGIONAL OFFICE Reference: Free Product Recovery Report Integris Metals Facility 527 Atando Avenue Charlotte, Mecklenburg County, NC Incident #: Pending Mr. Steve Bograd NCDENR - Division of Waste Management UST Section 919 North Main Street Mooresville, NC 28115 Dear Mr.Bograd: \ K10::1910.I On behalf of Integris Metals Inc., ERM is submitting a Free Product Recovery Report for the months July through September, 2003. Please contact me if you have any questions concerning the report. Sincerely, Rick Tarravechia, P.G. Project Manager RT/ rt enclosures: cc: Quarterly Free Product Recovery Report Aimee Nash - Integris Metals 7300 Carmel ExecutivePark Suite 200 Charlotte, NC 28226 (704)541-8345 (704) 541-8416 (fax) Free Product Recovery Report A. Site Identification DATE OF REPORT: November 5.2003 Facility I.D.: Not available UST Incident Number (if known): Not Available Site Name: Integris Metals, Inc. Site Location: 527 Atando Avenue Nearest City/Town: Charlotte County: Mecklenburg_ UST Owner: Intearis Metals (formerly Rio Algom, Vincent Metal Goods, and Edgecomb Steel) Address: 455 85`s Avenue NW, Minneapolis, MN 55433 Phone: 763-717-9000 UST Operator: Vincent Metal Goods Address: 527 Atando Avenue, Charlotte, NC 28206 Phone: 704-372-9900 Property Owner: Integris Metals Address: 527 Atando Avenue, Charlotte, NC 28206 Phone: 704-372-9900 Property Occupant: Integris Metals Address: 527 Atando Avenue, Charlotte, NC 28206 Phone: 704-372-9900 Consultant: ERM NC, PC Address: Suite 200, 7300 Carmel Executive Park, Charlotte, NC 28226 Phone: 704-541-8345 Release Information Date Discovered: 11/13/2002 Latitude: 350 18'40" N Longitude: 80042' 44" W Estimated Quantity of Release: Unknown Cause of Release: Unknown Source of Release (Piping/UST): Two fuel oil USTs Sizes and contents of UST system(s) from which the release occurred): One fuel oil UST estimated to have a capacity of 6,000 gallons Priority Site Ranking or Risk Classification assigned by Department, if available: Not available Land use category (residential or industrial/commercial) assigned by Department, if available: Not available Complete and include as Attachments the following items B through E in the order listed. I, Rick Teaw"fats.. a Professional Engine /Licensed Geologist cle one) for %.•`�(� RQ�� •.,� (firm or company of emp i that the information contained „�•� •�• EN$Fo 9 in this report is correct and accurate to the best of my knowledge. S t SEAL Vo? 1076 :Q_ (Please Affix Seal and Signature) B. Site Status and Conclusions 1. Complete and attach Table B-8. See attached Table B-8 2. Identify any on -site or off -site effluent discharges, treatment used, effluent quality, permitting actions taken, and location of such discharges. Also identify the disposition of recovered free product. All product is containerized on -site for subsequent disposal by Hazmat, Inc. of Charlotte, North Carolina. 3. Document the performance, total cost, and cost per gallon to date for performing free product recovery. Justify why this technology is being used. Free product recovery by manual bailing has been conducted to date. AFVR and MMPE are not considered viable removal technologies due to the non-volatile nature of the fuel oil. 4. Provide conclusions and recommendations to past and future free product recovery activities. Free product recovery events from August through October of 2003 have showed no free product (less than 0.01 feet, i.e., a "sheen") present in MW-1. However, due to the rise in groundwater levels as the regional drought conditions of the last 5 years have abated, the water table has is currently above the MW-1 well screen, rendering free product gauging and recovery infeasible. Plans are underway to replace MW-I by installing a new free product recovery well adjacent to MW-1, screened from 5 to 20 feet. The current MW-1 monitor well will be abandoned in accordance with DENR regulations. The new, replacement well will be installed during November. Once installed, monthly gauging and if necessary, free product recovery will resume until the free product has been removed. The next free product recovery report will be submitted by January 31, 2003. C. Tables © Free Product Recovery Information Table B-8. — See Table B-8 © Historical thickness of the product measured in each well to help evaluate trends over time. — Historical thickness of product ranges from 0.05 to 0.00 feet (see Table B-8) Include historical information on total free product recovered to date (i.e., total recovered per quarter). — See Table B-8 D. Figures 7Y: minute USGS topographic quadrangle map copy with site location identified. — See Figure 1 Site map indicating the UST system location (including piping and pump islands), name of roads, all nearby utilities, adjacent properties, all monitoring wells, and showing the extent of free product using contour lines. — See Figures 3 and 4 Map showing 1,500-foot radius from the release, or known extent of contamination, that clearly identifies water supply wells (municipal or public/private wells, etc.) and other potential receptors (surface water bodies, basements, utilities, etc.). — No water wells are located within 1,500 feet of the release. An intermittent surface water body (a ditch) is located within 500 feet of the release. See Figure 2 NOTE: Ifpossible, use a single base map to prepare site maps using a map scale of 1 inch = 40 feet (or a smaller scale for large sites, if necessary). Maps and figures should include conventional symbols, notations, labeling, legends, scales, and north arrows and should conform to generally accepted practices of map presentation such as those enumerated in the USGS Geological Survey pamphlet, "Topographic Maps." E. Other Information Well construction records (for wells exhibiting free product) See attached Appendix A. Product disposal manifests —Not applicable. Source: Delta, N.C. 7.5 Minute Topographic' Quadrangle; 19*72; Contour Interval = 10 feet Environmental ERM Resources ManaEement t SCALE: 1 INCH = 2,000 FEET. SITE LOCATION MAP Drnaam hWALS CHARLOTTE, NORTH CAROLINA 1 J I >on @e UU•FT R n I ro Q k•V t• i O 1-2 i , A'b 00 ! � O �QO rF C Intermittent Creek y9/ °r Q Q O d MITTENT ,,;C� TR M i V o ' too ° O�� �v QQ � �y''�• N O p 111 •n°Ury1 Nn p\ `° _ /� 4 t`4'` SCALEIN FEET ® {sf MAP SOURCE: MECKLENBURG COUNTY ENGINEERING AND BUILDING STANDARDS DEPT. PLANIMETRIC MAPS 0 200 400 Environmental SENSITIVE RECEPTOR AND ZONING MAP FIGURE W Resources szINnANnoAVENUE 2 ERM Management CHARLOTTE, NORTH CAROUNA m FILL PORT C" VMG-6 II VMG-9 II �% G-7 VMG-5 VMG-8 I / VMG-4 g ED VMG-2 II ®VMG-3 I I I I I I I I III VMG-10 II I II II II I I II Ile) VMG-15 II II II II II ®VMG-13 I I VMGIH OEM ® VMG-12 II VMG-14 _II I I II FILL PORT EL GEND ® GEOPROBE SOIL BORING OLD FURNACE OFFICES �f SCALE IN FEET iiiiaMMiiiiiiia 0 15 30 Environmental SOIL SAMPLE LOCATION MAP FIGURE IMP Resources RITrdRIS 1i'MAT'U 3 EgM Management 527 ATANW AVENUE QiARLOT Z NORTH CAROUNA PROPERTY BOUNDARY J _ I I ®MW-5 I I I I IINTEGRIS � METALS i I I I Ly I 1 z Z LLI I > a 0 I UST-1 0Q Mw-i F_DW-1 a I MW-4 I I rc I 1 i 5 ®MW 0 j 13C UST-2 � I I rc 0 MW-3 I I 81 EL GEND ® SHALLOW MONI WELL n n DEEP MONITOR WELL SCALE IN FEET 0 25 50 100 Environmental SITE PLAN FIGURE km RgTWM METALS Mans emsent 527 ATANW AVENUE 4ERM $ CHARLOTTE, NORTH CAROLINA TABLE B-8 Date: 24-Oct-03 FREE PRODUCT RECOVERY RESULTS Incident Number and Name: Integris Metals - Pending Free Product Recovery Method: Bailer Facility ID#: NA Method of Measurement: Interface Probe - Well ID Product Type Date of Recovery Casing Diameter (inches) - Product Thickness Before Recovery (ft.) Product Thickness After Recovery (ft.) Amount of Product Recovered (gallons) Depth to Water from Top of Casing (ft.) MW-1 Fuel Oil 01/03/2003 2 0.05 0.00 <0.25 21.32 MWA Fuel Oil 01/22/2003 2 0.02 0.00 <0.25 16.23 MW-1 Fuel Oil 03/102003 2 0.04 0.00 <0.25 14.07 MW-1 Fuel Oil 0325/2003 2 0.00 0.00 <0.25 12.99 MW-1 Fuel Oil 04/04/2003 2 0.03 0.00 <0.25 12.68 MW-1 Fuel Oil 05/30/2003 2 0.01 0.00 <0.25 11.01 ' MW-1 Fuel Oil 0627/2003 2 0.02 0.00 <0.25 11.24 MWA Fuel Oil 07/17/2003 2 0.01 0.00 <0.25 11.71 MW-1 Fuel Oil 08/26/2003 2 0.01 0.00 <0.25 11.15 MW-1 Fuel Oil 09/02/2003 2 0.01 0.00 <0.25 12.18 Total Gallons Recovered: Approximately 0.25 gallons Total Gallons Recovered to Date: Approximately 0.55 gallons Free Product Tables.xls:B-8 FP Rec Page 1 of 1 Appendix A Lithologic Logs and Monitor Well Construction Diagrams .uno [/D/va 7-1 8" DIAMETER BOLT DOWN WELL COVER 2' X 2' CONCRETE PAD WATER TIGHT, LOCKABLE WELL CAP , NEAT CEMENT GROUT TOP OF BENTONITE (FT.) 13 BOTTOM OF BENTONITE (FT.) 15 -LDIA. SCH. 40 PVC RISER PIPE, LENGTH TOP OF SCREEN (FT.) 19 DEPTH TO —_ GROUND WATER (FT.) 2121_32 v— SCHEDULE 40 PVC THREADED FLUSH JOINT 0.01" MILL SLOTTED — WELL SCREEN — WASHED SAND PACK BOTTOM OF SCREEN (FT.) 34 TOTAL DEPTH OF BORING (FT.) 34 PVC END CAP BOREHOLE DIA. (IN.) 4-25 ERM-Southeast, Inc. DRILLING LOG Page R N Mw-1 of Date: 01/02/03 Project No. 49660 Project: Integrls Metals Owner:lntegris Metals Location: 527 Atando Ave., Charlotte, NC Drilling CompanyGeologic Exploration Driller: Johnny Burt Logged By: Thomas Hedrick Drilling Method:Hollow-Stem Auger Surface Expression: Flush Mount Top of Casing Elevation: N/A Total Depth.-34 Hole Diameter:4.25-inch Sampling Method:Direct push; continuous macro Comments: None. cotes TLV Lithology Blow Depth Description/Soil Classification (ppm) Unit Count (feet) (Color, Texture, Structures) — NA Soil NA 0-4 Six inches concrete; Brown to green silty CLAY, feldspar present, no odor, plastic, slightly moist. — 30 Soil NA 4.8 Red to brown silty CLAY, no odor or staining, plastic, dry. — 32 Soil NA 8 - 12 Tan silty CLAY, gas odor, no staining, plastic, dry, crumbly. — 25 Soil NA 12 - 16 At 13 feet soil drastically changed to a gray, green, white, and orange clayey SILT, strong odor, stained, dry, slightly plastic, very crumbly. — 40 Soil NA 16 - 20 At 16 feet soil changed; Tan m brown silty CLAY, mild odor, no staining, plastic, dry, vains throughout. — NA Soil NA 20 - 24 Dark brown to black silty CLAY, strong odor, no staining, slightly moist, plastic. — 32 Soil NA 24 - 28 At 25 feet soil change; gray, green and white silty clay t with quartz sand present, strong odor, staining, slightly moist, slightly plastic. NA=Not Applicable; ND = Not Detected EMGIM METALS MW-1 Environmental 527 ATANW AVENUE DRILLING LOG AND MONITOR WELL go Resources CHARLOTTE, NORTH CAROLINA CONSTRUCTION DIAGRAM ERM Management WELL CONSTRUCTION RECORD North Carolina - Department of Environmental and Natural Resources - Division of Water Quality - Groundwater Section WELL CONTRACTOR (INDIVIDUAL) NAME (Pont) IOHNNY BURR CERTIFICATION N 3098 WELL CONTRACTOR COMPANY NAME GEOLO.O_IC EXpL0RAT[ON, INC. PHONE # (704) 972.7686 STATE WELL CONSTRUCTION PERMIT# ASSOCIATED WQ PERMIT# (if applicable) (if applicable) 1. WELL USE (Check Applicable Box): Residential ❑ MunicipaVPublic ❑ Industrial ❑ Agricultural ❑ Monitoring ® Recovery ❑ Heat Pump Water Injection ❑ Other[] If Other, list Use 2. WELL LOCATION: Nearest Town: CHARLOTTE County MECKLENBURG 527 ATANDO AVE. (Sneer Name, Numbers, Commrmny, Subdivision, Lot No., Zip Code) 3.OWNER: DrrEGRIs ME'rALs.INC Address 527 ATANDO AVE. (Street m Rarne No ) CHARLOTTE NC Cnv or Town State Zin Code Area Cade -Phone Number 4. DATE DRILLED i-2-w 5. TOTAL DEPTH: 35.0 FEET 6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 7. STATIC WATER LEVEL Below Top of Casing: 2in FT. (Use-+ if Above Top of Casing) S. TOP OF CASING IS Ito FT. Above Land Surface* 'Top of --a terminated aUor below Imd surface regains a variance in accordance with 15A NCAC 2C .0118. 9. YIELD (gpm): N/A METHOD OF TEST N/A 10. WATER ZONES (depth): NiA 11. DISINFECTION: Type N/A Amount 12. CASING: Wall Thickness Depth Diameter or Weight/FL Material From 0.0 To 19.0 Ft 2INCH SCH 40 PVC From To FL From To Ft 13. Grout: Depth Material Method From 0.0 To 13.0 Ft. Pordand Bentonite Slurry From To FL 14. SCREEN: Depth Diameter Slot Size Material From 19.0 To 35.0 Ft 2.0 in. .010 in PVC From To Ft. in. in 15. SAND/GRAVEL PACK: Depth Size Material From 15.0 To 35.0 FL 2040 FINE SILICA SAND From To FL 16. REMARKS: Topographic/Land setting ❑ Ridge ❑ Slope ❑ Valley ® Flat (check appropriate box) LatimdcAongitude of well location (degrees/minutes/seconds) Latimdellongimde source: ❑ GPS ❑ Topographic map (check box) DEPTH DRILLING LOG From To Formation Description 0.0 4.0 TAN CLAY WITH COBBLES 4.0 8.0 8.0 21.0 21.0 35.0 RED CLAY TAN/RED CLAY GREEN CLAY WITH COBBLES LOCATION SKETCH Show direction and distance in miles from at least two State Roads or County Roads, inculed the road numbers and common road names. MW-1 BENTONITE SEAL FROM 13 0 TO 15 0 FEET I DO HEARBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH I5A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL 0 R ) Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mail Service Center- Raleigh, NC 27699-1636 Phone No. (919) 733-3221, within 30 days, GW-1 REV. 072001