MO-6615_27296_CA_FPR_20030728

Ndith Carolina
Department of Environment and Natural
Resources
Division of Waste Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Dexter R. Matthews, Director
September 2, 2003
Integris Metals
455 850' Street NW
Minneapolis, MN 55433
Attention: Aimee Nash
Subject: Free Product Recovery Report
Integris Metals Facility
527 Atando Avenue
Incident #27296
Mecklenburg County, N.C.
Dear Mr. Nash:
The UST Section of the Mooresville Regional Office received the subject report on July 29, 2003. Upon
review, you must continue cost effective product recovery as long as product is found at a thickness greater than
1/8 inch. A report of your findings is to be received by no later than December 29, 2003.
If you should you have any questions, please call me at [phone], ext. 236.
Sincerely,
Allen Schiff
Hydrogeologist
919 North Main Street, Mooresville, North Carolina 28115
Phone: [phone] \ FAX: [phone]'10 \ Internet w .ennstate.ncm
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER

RECEIVED
July 28, 2003 JUL 2 9 2003
NC DEFT OF ENVIRONMENT
AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
Reference: Free Product Recovery Report
Integris Metals Facility
527 Atando Avenue
Charlotte, Mecklenburg County, NC
Incident #: Pending VIA FEDEX
Mr. Steve Bograd
NCDENR - Division of Waste Management
UST Section
919 North Main Street
Mooresville, NC 28115
Dear Mr.Bograd:
On behalf of Integris Metals Inc., ERM is submitting a Free Product
Recovery Report for the months April through June, 2003. This report
covers the three months of free product recovery following the submittal
of the Phase II Limited Site Assessment Report for the above referenced
site in March 2003. The results indicate less than a half inch of free
product remains on the water table at the site. The next quarterly Free
Product Recovery Report will be submitted to your office by October 31,
2003. Please contact me if you have any questions concerning the report.
Sincerely,
Rick Tarravechia, P.G.
Project Manager
RT/rt
enclosures: Quarterly Free Product Recovery Report
cc: Aimee Nash - Integris Metals
ERM NC, PC
7300 Carmel ExecutivePark
Suite 200
Charlotte, NC 28226
[phone]
[phone] (fax)

Free Product Recovery Report
A. Site Identification
DATE OF REPORT: Julv 28.2003
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:_ Integris Metals (formerly Rio Algom, Vincent Metal Goods, and Edgecomb Steep
Address: 455 85'" Avenue NW, Minneapolis, MN 55433 Phone: [phone]
UST Operator: Vincent Metal Goods
Address: 527 Atando Avenue, Charlotte, NC 28206 Phone: [phone]
Property Owner: Integris Metals
Address: 527 Atando Avenue, Charlotte, NC 28206 Phone: [phone]
Property Occupant: Integris Metals
Address: 527 Atando Avenue, Charlotte, NC 28206 Phone: [phone]
Consultant: ERM NC, PC
Address: Suite 200, 7300 Carmel Executive Park, Charlotte, NC 28226 Phone: [phone]
Release Information
Date Discovered: 11/13/2002
Latitude: 3501S' 40" N Longitude: 800 42' 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.
1, Rick Tarravechia a Professional Engine /Licensed Geologist cle one) for
(firm or company of emp o i that the information contained
in this report is correct and accurate to the best of my knowledge.
SEAL '
mi 1Q76 f Q
.tee .�•�:
(Please Affix Seal and Signature) ^�,ny9iflpA °p'•QJ�
�eOliCil�090��w0

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 through June of 2003 have showed minimal (less than 0.05 feet) amounts of
free product present inside MW-1. Future free product removal will be conducted by manual hand
bailing, as necessary until the free product has been removed. The next free product recovery report
will be submitted by October 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
7'h minute USGS topographic quadrangle map copy with site location identified. — See Figure I
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: If possible, use a single base map to prepare site maps using a map scale of I 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
o Well construction records (for wells exhibiting free product) See Attached Well Logs and Diagrams.
© Product disposal manifests —Not applicable.

Figures

00 •FT• R;
i �DI
;' OS
O
I '
I-2 ;
F o ,
o 0 o
` OD�o O
r \
o
O �p0 r C Intermittent Creek +
Y
Go .�
�a a
p o ,
a5
d o "
MITTENT
00
-
0 O
goy, o 0 0 0• o -
Hill.
Q o ' Q `! �i SCALE IN FEET
MAP SOURCE: MECKLENBURG COUNTY ENGINEERING AND BUILDING STANDARDS DEPT, PLANIMETRIC MAPS A
0 200 400
• SENSITIVE RECEPTOR AND ZONING MAP FIGURE
Environmental ��p/yp�p �� �}
Wsowres R iLiV1W111U AW
Mane ement 527 ATANDO AVENUE 2
ERM $ CHARLOTM NORTH CAROUNA

FILL PORT CJ . VMG-6
W VMG-9 /
II / jVIVIG-7
VMG-5
VMG-B
I /
VYIG-4
VMG-2
II ®VMG-3
II
I I
II
II
II I
VMG-10 II
I
I I
II
I I
I I
II
I I®VMG-15
II
I I
II
II
II ®VMC-13
II
VUG-1 Mom® VMG-12
f� II
VMG-14 _II
II
II
® O FILL PORT
VMG-1
E1 GEND
® GEOPROBE SOIL BORING
OLD FURNACE
OFFICES
SCALE IN FEET
0 15 30
FIGURE
MW Resources RfMRIs MATAU 3
E527 ATANW AVENW
gM Management
CHARLOTTE, NORTH CAROLINA

o:
i LEGEND
® SHALLOW MONITOR
WELL
V
DEEP MONITOR
WELL
LPROPERtt BOUNDARY T
® MW-5
I
I
I
:I
IINTEGRIS METALS
I
I
I
E� UST-1
I MW-1
MW-4
DW-1
1
I
I ®MW
USSTT Q
-2
r I
C ®MW-3
ResoResources "N`"" VML "
Reno 527 ATANW AVENUE
a
ERMManagementCHARLOTTE, NORTH CAROLINA
•Y
SCALE IN FEET
0 25 50 100
FIGURE
4

Tables

TABLE B-8 FREE PRODUCT RECOVERY RESULTS
Date: 22-Jul-03 Incident Number and Name: Integris Metals - Pending
Free Product Recovery Method: NA Facility ID#: NA
Method of Measurement: Bailer
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
1/3/2003
2
0.05
0.00
<0.25
21.32
MW-1
Fuel Oil
122/2003
2
0.02
0.00
<0.25
16.23
MW-1
Fuel Oil
3/102003
2
0.04
0.00
<0.25
14.07
MW-1
Fuel Oil
3252003
2
0.00
0.00
<0.25
12.99
MW-1
Fuel Oil
4/42003
2
0.03
0.00
<0.25
12.68
MW-1
Fuel Oil
5/302003
2
0.01
0.00
<0.25
11.01
MW-1
Fuel Oil
6272003
2
0.02
0.00
<0.25
11.24
Total Gallons Recovered: Approximately 0.3 gallons
Total Gallons Recovered to Date: Approximately 0.3 gallons
Free Product Tables:B-8 FP Rao Page 1 of 1

Appendix A
Lthologic Logs and Monitor Well
Construction Diagrams

WELL CONSTRUCTION RECORD
North Carolina -Department of Environmental and Natural Resources -Division of Water Quality- Groundwater Section
WELL CONTRACTOR (INDIVIDUAL) NAME (print) dOHNNY BURR CERTIFICATION # 3o98
WELL CONTRACTOR COMPANY NAME GEOLOGIC OM RATION, INC. PHONE # [phone]
STATE WELL CONSTRUCTION PERMIT# ASSOCIATED WQ PERMIT#
(if applicable) (if applicable)
1. WELL USE (Check Applicable Box): Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural ❑
Monitoring ® Recovery ❑ Heat Pump Water Injection ❑ Other[] If Other, list Use
2. WELL LOCATION:
Nearest Town: CHARLOTTE County MECKLENBURG
527 ATANDO AVE.
(Street Nine, Numbas, Conmumty, Subdivision, Lot No., Zip Code)
3. OWNER: unwRLs METALS. iNC
Address 527 ATANDO AVE.
(Street ar Roum No.)
CHARLOTM NC
Cnv or Town State Zin Code
Area Cade -Phone Number
4. DATE DRILLED 1-2-03
5. TOTAL DEPTH: 35.0 FEET
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
7. STATIC WATER LEVEL Below Top of Casing: 21.0 FT.
(Use "4^ if Above Top ofCasmg)
8. TOP OF CASING IS o.o FT. Above Land Surface'
'T0p0feasingruminatedat/mbelowlandmfe mquuesa
valance m aeemdaoce with 15A NCAC 2C .0118.
9. YIELD (gpm): N/A METHOD OF TEST WA
10. WATER ZONES (depth): N/A
11. DISINFECTION: Type N/A Amount
12. CASING: Wall Thickness
Depth Diameter or Weight/Ft 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
FL
Pontand Bentonite Slurry
Fmm
To
FL
14. SCREEN:
Depth
Diameter Slot Sim 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
Ft
16. REMARKS:
Topographic/Land setting
❑ Ridge ❑ Slope ❑ Valley ® Flat
(check appropriate box)
LatitudcAongitude of well location
(degrces/minmes/seconds)
Latitude/longimdc source: ❑ GPS ❑ Topographic map
(check box)
DEPTH DRILLING LOG
From To Formation Description
0.0 4.0 TAN CLAY WITH COBBLES
4.0 9.0
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
l�
V
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 THIS WELL 0 R )
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mail Service Center- Raleigh, NC
27699-1636 Pbone No [phone] Jllia 30 days
- W'=t-RE G'-U7'TZ007

9660MWI.DWG 2V5/03 1-1
2' X 21 CONCRETE PAD
CEMENT GROUT
TOP OF ENTONITE (FT.) - 13
BOTTOM OF ENTONITE (FT.) 15
-2DIA. SCH 40 PVC RISER
PIF E, LENGTH
TOP 0 SCREEN (FT.) 19
DEPTH TO
GROU D WATER (FT.) 21_32
SCH DULE 40 PVC THREADED —
FLUSH JOINT 0.01" MILL SLOTTED
WELL SCREEN -
WASHED SAND PACK
BOTTOM 0 SCREEN (FT.) 34
TOTAL DEPTH 0 BORING (FT.) 34
BORE OLE DIA. (IN.)
8" DIAMETER BOLT
DOWN WELL COVER
WATER TIGHT, LOCKABLE
�— WELL CAP
PVC END CAP
ERM-Southeast, Inc.
DRILLING LOG
Pag ne Noof
I
Date: 01/02/03 Project No. 49660 Project: Integris Metals
Owner:Integris Metals Location: 527 Atando Ave., Charlotte, NC
Drilling CompanyGeologic Exploration Driller: Johnny Burt
Logged By: Thomas Hedrick Drilling Methoddlollow-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. cores
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 to brown silty CLAY, mild
odor, no staining, plastic, dry, veins throughout.
— NA
Sail
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
with quartz sand present, strong odor, staining, slightly
moist, slightly plastic.
NA=Not Applicable; ND=Not Detected
INIEC RIS METALS MW-1 Environmental
U7 AT AErENUE DRMLIIVG LOG AND MONITOR WELLI in Resources
CHARLO NORTH CAROLINA CONSTRUCTION DIAGRAM ERM Management