MO-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 [phone] ext. 236.
cc: Rick Tarr Avechia — ERM
1 , eb
Sincerely,
Allen Schiff
Hydrogeologist
919 North Main Street, Mooresville, North Carolina 28115
Phone: [phone] \ FAX: [phone] \ 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
[phone]
[phone] (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
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1-2 i
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too
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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
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III
VMG-10 II
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II
II
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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
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®MW-5
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METALS
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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 # [phone]
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. [phone], within 30 days, GW-1 REV. 072001