NCG100201_COMPLETE FILE - HISTORICAL_20131213

NORTH CAROLINA
Department of Environmental Qual
4

STORMWATER DIVISION CODING SHEET
NC6 PERMITS
PERMIT NO.
/v C& D ) a D
DOC TYPE
`HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ Db 13 12 l 3
YYYYMMDD

Parnell, David
From: Parnell, David
Sent: Friday, December 13, 2013 8:42 AM
To: '[e-mail]'
Subject: RE: false alarm
Dave,
For sampling, just make sure the containers and hands are clean (use gloves if you'd like). Follow the permit
directions for the storm event requirements, and scoop up the surface of the discharge. You may want to move
down the hill a bit to where there is some grade difference, to make sure you are not getting a concentrated
sample. The low pH was a red flag that perhaps some sampling is not being done consistently.
Thanks,
Dave P
From: [e-mail] [mailto:[e-mail]]
Sent: Thursday, December 12, 2013 5:05 PM
To: Parnell, David ,
Subject: RE: false alarm
We'll do that. I already called ENCO labs and ordered an additional lead test kit for the black pipe. He said it should be
here by Monday. I'll call tomorrow and see if I can get one more for the unpaved section. I'm not sure if that would get
here by then or not. I asked Bill Scott at ENCO if he could provide training to me about proper sampling techniques, but
he said that that's something that they don't offer. If you know of anyone else who could teach me, I'd certainly arrange to
have the lesson. Thanks, Dave
-----Original Message -----
From: "Parnell, David" <[e-mail]>
Sent: Thursday, December 12, 2013 4:25pm
To: "[e-mail]" <[e-mail]>
Cc: "Pickle, Ken" <[e-mail]>
Subject: RE: false alarm
Dave,
Thanks for your time today and the tour of your facility. It was good to work with City of Durham, Central
Office and you on trying to figure out the lead presence in your sample results. With possible rain in the next
few days, I wanted to clarify one thing that Ken Pickle and I asked you to do. When sampling inside the site,
take a sample of the runoff coming from the unpaved area by the ramp and scales along the concrete wall. We
first suggested sampling from the black pipe, but that drains the ponding water in front of the ramp. We want to
see if there is anything being picked up from the area of unpaved soil material. Therefore, figure a way to
capture the stormwater coming from that narrow area.
We would like to have copies of your December results from Outfall #1 and the unpaved area beside the scales.
A second set of samples from the same locations in January should give us enough information to make a
decision.
Thanks,
Dave Parnell

Environmental Senior Specialist
North Carolina Department of Environment & Natural Resources
Division of Energy, Minerals, and Land Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
0: [phone]
F: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law
and may be disclosed to third parties.
Always Buying Scrap Inc.
Toll Free: (888) 4UR-JUNK
Telephone: [phone]
Fax: [phone]
ALWAYS BUYING SCRAM6

Parnell, David
From: Pickle, Ken
Sent: Thursday, December 12, 2013 3:21 PM
To: Wade, Larry; Parnell, David
Cc: Bennett, Bradley
Subject: Always Buying Scrap, site visit, Durham
Hi Larry,
Here's what was concluded from our site visit this morning:
• Surrounding properties? Consensus of DEMLR and Durham folks on site: None of these properties are eligible
for an NPDES stormwater discharge permit. KBP concurs.
o The property to the east is empty of any equipment, structures, or commercial activity. No
manufacturing. A sign says, "Property of DOT"
o The property on the west boundary of our permittee is not a commercial business, nor open to the
public. One very old man goes out and collects scrap; when he gets enough, he takes the accumulated
materials to a scrap vendor to make a few dollars. This is his storage yard for that activity. There is no
significant amount of material on site. The scope and character of the activity together argue that we
should not require a permit on this man's storage yard.
o The old Gulf Oil property no longer wholesales petroleum products. A local landlord and businessman
uses it to store empty transfer trailers.
Source of Pb?
o It's not obvious where lead is coming from. No prior history (2009) of stormwater testing exists, our
current permittee is the first permittee, even though the site has been a junkyard since approx 1949
(anecdotal reference from a neighbor).
a Permittee reports occasional: lead wheel weights from automobile wheels (quantity contained in a —5
gallon bucket); one instance of saw cutting through lead shielding around a specialty electrical cable; no
obvious lead paint stripping/blasting activity.
o Possibly attached to sediment from the Gulf Oil site?
Other pollutants?
o Not fully discussed on site with the permittee or with the Durham folks. (TSS, pH, e.g., TPH
o We did suggest that the owner/operator ask his lab to train him on sample technique and location.
Nothing obviously amiss with what the owner told us, but better to be sure that he has had some
training.
Permittee's premises?
o As far as junkyards go, very good housekeeping.
o Permittee has paved —95% of the site since 2009. This should control TSS normally generated at
junkyards. Should also effectively cap in place any residual lead in the subsoils.
o Operator is alert to his responsibilities under the permit, and is aware of potential lead -containing
materials. Is interested in controlling stormwater pollution.
o Small quantity of auto batteries, centralized, but not under cover. No evidence of leaking/cracked
batteries.
o Small quantity of electronics innards, unknown if lead solder might be present.
o Previously mentioned lead wheel weights.
o Probably not enough of all of these small sources to present the continuing lead exceedances reported.
o Two drainage grates partially/fully occluded with accumulated. sediment. Source presumably would be
from the Gulf Oil property, since the permittee's site is 95% paved. Owner to clean out the two
drainage grates.

• Artinn?
o Dave Parnell to draft a letter as to the permittee's monthly sampling, more or less like this:
• We don't see a lead source, either.
■ Sample in Dec and Jan as per Tier Two monthly sampling requirements at your single outfall.
■ Also do some internal/upstream sampling in Dec and Jan for the 5% of the site not yet paved,
but flowing into the outfall. This could eliminate the unpaved area as a potential hot spot for
lead.
■ RRO DEMLR will consider those sampling results, and assess whether continued monthly
sampling is necessa.ry...lt may be taut there is nothing more to be learned by more sampling.
o City of Durham (Jim Azarela) noted that he will see if they can get a sample of a flow that appears to him
to be day -lighting shallow groundwater from the Gulf Oil property.
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. [e-mail]
Website: httQ://portal.ncdenr.org/web/Ir/stormwater
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**

,�c6 ID ozv/
Pickle, Ken
From:
Parnell, David
Sent:
Thursday, December 12, 2013 4:26 PM
To:
[e-mail]
Cc:
Pickle, Ken
Subject:
RE: false alarm
Dave,
Thanks for your time today and the tour of your facility. It was good to work with City of Durham, Central
Office and you on trying to figure out the lead presence in your sample results. With possible rain in the next
few days, I wanted to clarify one thing that Ken Pickle and I asked you to do. When sampling inside the site,
take a sample of the runoff coming from the unpaved area by the ramp and scales along the concrete wall. We
first suggested sampling from the black pipe, but that drains the ponding water in front of the ramp. We want to
see if there is anything being picked up from the area of unpaved soil material. Therefore, figure a way to
capture the stormwater coming from that narrow area.
We would like to have copies of your December results from Outfall #1 and the unpaved area beside the scales.
A second set of samples from the same locations in January should give us enough information to make a
decision.
Thanks,
Dave Parnell
Environmental Senior Specialist
North Carolina Department of Environment & Natural Resources
Division of Energy, Minerals, and Land Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
0: [phone]
F: (919) S71-4718
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law
and may be disclosed to third parties.

14
Pickle, Ken
From: Pickle, Ken
Sent: Thursday, December 12, 2013 3:21 PM
To: Wade, Larry; Parnell, David
Cc: Bennett, Bradley
Subject: Always Buying Scrap site visit, Durham
Hi Larry,
Here's what was concluded from our site visit this morning:
• Surrounding properties? Consensus of DEMLR and Durham folks on site: None of these properties are eligible
for an NPDES stormwater discharge permit. KBP concurs.
o The property to the east is empty of any equipment, structures, or commercial activity. No
manufacturing. A sign says, "Property of DOT"
o The property on the west boundary of our permittee is not a commercial business, nor open to the
public. One very old man goes out and collects scrap; when he gets enough, he takes the accumulated
materials to a scrap vendor to make a few dollars. This is his storage yard for that activity. There is no
significant amount of material on site. The scope and character of the activity together argue that we
should not require a permit on this man's storage yard.
o The old Gulf Oil property no longer wholesales petroleum products. A local landlord and businessman
uses it to store empty transfer trailers.
Source of Pb?
o It's not obvious where lead is coming from. No prior history (2009) of stormwater testing exists, our
current permittee is the first permittee, even though the site has been a junkyard since approx 1949
(anecdotal reference from a neighbor).
o Permittee reports occasional: lead wheel weights from automobile wheels (quantity contained in a ~5
gallon bucket); one instance of saw cutting through lead shielding around a specialty electrical cable; no
obvious lead paint stripping/blasting activity.
o Possibly attached to sediment from the Gulf Oil site?
• Other pollutants?
T o Not fully discussed on site with the permittee or with the Durham folks. (TSS, pH, e.g., TPH
o We did suggest that the owner/operator ask his lab to train him on sample technique and location.
Nothing obviously amiss with what the owner told us, but better to be sure that he has had some
training.
Permittee's premises?
o As far as junkyards go, very good housekeeping.
o Permittee has paved —95% of the site since 2009. This should control TSS normally generated at
junkyards. Should also effectively cap in place any residual lead in the subsoils.
o Operator is alert to his responsibilities under the permit, and is aware of potential lead -containing
materials. Is interested in controlling stormwater pollution.
o Small quantity of auto batteries, centralized, but not under cover. No evidence of leaking/cracked
batteries.
o Small quantity of electronics innards, unknown if lead solder might be present.
o Previously mentioned lead wheel weights.
o Probably not enough of all of these small sources to present the continuing lead exceedances reported.
o Two drainage grates partially/fully occluded with accumulated sediment. Source presumably would be
from the Gulf Oil property, since the permittee's site is 95% paved. Owner to clean out the two
drainage grates.

i► '
Action?
o Dave Parnell to draft a letter as to the permittee's monthly sampling, more or less like this:
■ We don't see a lead source, either.
■ Sample in Dec and Jan as per Tier Two monthly sampling requirements at your single outfall.
■ Also do some internal/upstream sampling in Dec and Jan for the 5% of the site not yet paved,
but flowing into the outfall. This could eliminate the unpaved area as a potential hot spot for
lead.
■ RRO DEMLR will consider those sampling results, and assess whether continued monthly
sampling is necessary. It may be that there is nothing more to be learned by more sampling.
o City of Durham (Jim Azarela) noted that he will see if they can get a sample of a flow that appears to him
to be day -lighting shallow groundwater from the Gulf Oil property.
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax; [phone]
Email: ken. pickle(@ncdenr.gov
Website: http://portal.ncdenr.orglweb/Ir/stormwater
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**

Pickle, Ken
From:
Pickle, Ken
Sent:
Wednesday, December 11, 2013 1:32 PM
To:
Parnell, David
Cc:
Bennett, Bradley
Subject:
ABS in Durham
(Bradley: FYI, No Action)
Hi Dave,
I'll be over at RRO at 9:30 Thursday, if that suits you.
My thinking is focused as follows:
Come to the three sites with an open mind, and observe what there is to observe. Determine drainage patterns,
if apparent. Note exposures and nature of exposed materials. Ask about historical activities.
ABS, our NCG10 Permittee: Could their exceedances come from the abandoned Gulf Oil Depot, or from the
scrap materials neighbor?
o Have them explain their sampling location and procedures. Ask who is analyzing the samples.
o Age of the business? Prior uses of the land? Previous owner of the land?
o TSS: 6/9 values over 100 mg/L. Aerial photos suggest that the area is disturbed, and that there are no
BMPs in place to remove TSS: Is there room to install a bioretention cell? A vegetated buffer?
o pH: Really? Values ranging from 1.8 to 10. Suspect bad data; or acid/caustic cleaners on the cars.
o TPH: 4/7 values over 15 mg/L. Legacy contaminated soils? Was this property carved out of the
referenced old Gulf Oil Depot? How do they drain crankcases, transmissions, and differentials?
Outdoor storage of oils? Waste oil subcontractor pick up?
o Pb: 9/10 values over 30 ug/L. Probably not reflective of natural soils. But possible interpretation could
be that this site was carved out of the old Gulf Oil Depot, and lead from spills of leaded gasoline is now
appearing in stormwater runoff. Also possible that off -site Pb is totally responsible for the findings, but
unlikely, I think.
o EG: 6/8 values over 0 mg/L, but 0/8 values over 8000 mg/L; range 0 — 56 mg/L => non -issue under
NCG 10?
o Permittee apparently willing to control sw. Opportunity to educate, assist, suggest improvements?
Space available?
a Permittee wants our interpretation of off -site contributions possibly accounting for his numerous
exceedances.
Abandoned Gulf Oil Depot and tank farm:
o Recent site clean up? Why? Who? Current owner?
o Stained soils? Visible leaks? Tank conditions? Secondary containment condition? Monitoring wells?
UST indications? Bring an auger?
o Original extent of the operation? Subject of any clean ups?
Next door operation:
o Nature of the business? Age of the business? Previous owner?
o Nature of exposures? Drainage paths?
o NPDES permit required? Space for BMP's?
0 City of Durham:

o Glad to see Jim Azarelo again.
o Glad to have the opportunity to see what appears to be a trio of nasty sites.
o I think: a) They want to be sure we know one of our permittees in their jurisdiction is not complying
with the NPDES permit. b) They want our assessment of the permittee's question about off -site
contributions. c) They want us to make the call that the neighboring business is/is not supposed to have
an NPDES permit.
Ken Pickle
Environmental Engineer
NCDENR I DEMLR f Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699--1.612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http://portal.ncdenr.org/web/Ir/stormwater
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**

r '
Pickle, Ken
From: Pickle, Ken
Sent: Wednesday, December 11, 2013 12:26 PM
To: Pickle, Ken
Subject: FW: oil slick puddle coming from abandoned tank farm Gulf Street Durham
See Up notes on benchmarks inserted in the table.
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. pickleCa ncdenr.gov
Website: httg://portal-ncdenr.org/web/ir/stormwater
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: Azarelo, James[mailto:[e-mail]]
Sent: Tuesday, December 10, 2013 4:27 PM
To: Parnell, David; Pickle, Ken
Cc: Oudersluys, Michael; Baker, Jonathan
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Dave and Ken,
I'll be glad to respond to your questions. First, I've managed to get consent for us to inspect the site on Thursday
morning. I won't be getting a search warrant, but will be prepared with all the necessary documents and evidence to get
one relatively quickly, just in case that consent is withdrawn.
Do we know what exceedances are of concern at ABS?
Here are results of ABS's outfall sampling for the past couple years. Orange values are concentrations outside of the
permit benchmarks. TSS, 0&G, and even Ethylene Glycol aren't all that surprising. Lead, however, is, since ABS reports
that it doesn't handle lead aside from a small quantity of wheel weights.
r 'Facility'.
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Outfall`1 Total
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Name ..
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Glycol (4/$OOOnig/L)
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Does the adjacent property appear to be a source of ABS' benchmark exceedances?
Possibly. We won't know for sure until we've at least taken a look at them closer. Even then, the problem could be from
ages -old soil and/or groundwater contamination that my department doesn't have the expertise to assess.
There are 2 properties next to ABS. Stormwater runoff from both is getting into ABS's drainage system. According to the
last sample that Mr. Rush (ABS) collected, the offsite stormwater entering his drainage system had a total lead
concentration of 138 µg/L. Runoff at the ABS outfall for the same rain event measured 114 µg/L. No activity appears to
be going on at the old Gulf Depot. As for 500 S. Briggs, it seems to be a junkyard or possibly a hording scenario, with
alleged occasional auto repair. The 500 S. Briggs site is zoned for commercial scrap yard use.
4

Should this adjacent business have one of our NPDES stormwater permits?
I have no record of the 500 S. Briggs site already having a NPDES Stormwater permit. If they're operating as a used auto
parts yard or other scrap business, then we'll see that when we go on Thursday morning. Our standard procedure is to
require a business to apply for a permit or no -exposure certification if they fit into one of the industrial categories
covered by a permit. If a permit doesn't apply, then the City has some other tools at its disposal for requiring pollution
prevention.
I also have no record for a permit at the Old Gulf Depot. There appears to be no current activity at that site.
If you have more questions, feel free to call or email. Otherwise, see you Thursday.
Jim Azarelo
Industrial Stormwater Inspector
City of Durham, NC Public Works I Stormwater Services I Water Quality
101 City Hall Plaza Durham, NC 27701
P: 919.560.4326 002101 F: 919.560.4316
[e-mail]
hflp://www.durhamnc.gov/siormwater

Please use our Email iSlormWaterQuality(@,durhamnc.aovl or Hotline (919.560.SWIM) for reporting Water Quality Issues. v
`"E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Low and may be disclosed to third parties"
From: Parnell, David[mailto:[e-mail]]
Sent: Tuesday, December 10, 2013 10:03 AM
To: Azarelo, James
Cc: Pickle, Ken
Subject: FW: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Jim,
I am forwarding you questions that I received concerning Thursday's site visit. Rather than chance inaccurate
info, I thought I'd ask you to respond to Ken. I can attest to the fact that we are assisting ABS to determine if
they are picking up affected flow from the adjacent site - which may explain exceedences ABS is experiencing.
The nature of the business and potential for affected runoff will be determined during the site visit. Thanks for
filling Ken and I in on other aspects of the visit.
Thanks,
Dave
From: Pickle, Ken
Sent: Tuesday, December 10, 2013 9:25 AM
To: Parnell, David
Cc: Holley, John; Bennett, Bradley; Azarelo, James
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Hi Dave,
OK, so do I understand that the purpose of the visit could be twofold:
First, does the adjacent property appear to be a source of ABS' benchmark exceedances?
o The implication being it may not be ABS' fault that they are exceeding benchmarks. That's good. we
only want folks to be responsible for the stormwater pollution that they generate; we don't hold them
responsible for their neighbor's pollution.
And second, should this adjacent business have one of our NPDES stormwater permits? Presumably they do not
now have our permit. It will depend on what kind of business they are, as to whether an NPDES permit is
required.
c However, under the MS4 program, presumably Durham has ordinances to control any stormwater
pollution that may be emanating from this neighboring business, regardless of whether they are
generating an NPDES industrial stormwater.
Do we know what exceedances are of concern at ABS? Is it only O&G?
Do we know the nature of the neighboring business?
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, INC 27604

Phone: [phone]
Fax: [phone]
Email: ken .pickle()ncdenr.gov
Website: htto://i)ortal.ncdenr.org/web/Ir/stormwater
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: Parnell, David
Sent: Monday, December 09, 2013 3:59 PM
To: Pickle, Ken
Cc: Holley, John
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Ken,
I spoke with Jim Azarelo, of the City of Durham, about our meeting in Durham Thursday. He is going to
attempt to arrange a search warrant and.police presence for our 10:30AM meeting. I was wrong in the previous
e-mail about the tank farm. That was a third site that may be influencing the monitoring results at ABS. We
will not be tackling the tank farm during this visit, since the sheen was deemed to be iron bacteria by the
Durham SW folks and not petroleum. The site we will be visiting will be adjacent to ABS — an unpermitted
mom&pop type operation.
l will be out of the office Wednesday afternoon on community service leave — but Jim will let you know if we
can NOT meet, otherwise, we will meet them Thursday and can leave the RRO a little before LOAM.
Thanks,
Dave
From: Pickle, Ken
Sent: Sunday, December 08, 2013 10:40 AM
To: Parnell, David
Cc: Holley, John; Bennett, Bradley
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Hi Dave,
Just thinking about the 'abandoned tank farm' further:
• Wonder if this facility holds a stormwater permit from us;
• Sounds like there may not be an on -going business at this location;
Sounds like the owner/responsible party may be hard to locate, unless one of the adjacent businesses owns it.
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken.oickle(@ncdenr.gov
Website: htti)://i)orta1.ncdenr.org/web/Ir/stormwater

** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: Oudersluys, Michael [mailto:[e-mail]]
Sent: Friday, December 06, 2013 11:53 AM
To: Parnell, David
Cc: Pickle, Ken; Holley, John
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Dave,
I will be available. Jim is out today so I will check with him on Monday and let you know about the sheriff escort.
From: Parnell, David [mailto:david.Darnell(d�ncdenr.gov]
Sent: Friday, December 06, 2013 11:39 AM
To: Oudersluys, Michael
Cc: Pickle, Ken; Holley, John
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Mike,
Would you and/or Jim be available on Thursday December 12 at 10:30AM for a visit to the Always Buying
Scrap + Abandoned Tank Farm on Gulf Street. Do we need a Sheriff for the Tank farm visit?
Thanks,
Dave
From: Oudersluys, Michael [mailto:[e-mail]]
Sent: Friday, December 06, 2013 11:04 AM
To: Parnell, David
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Thanks Dave, have a good weekend!
From: Parnell, David [mailto. david.oarnell!a)ncdenr.gov]
Sent: Friday, December 06, 2013 10:53 AM
To: Oudersluys, Michael
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Mike,
I received the photos also and contacted the Stormwater Permitting Program in Central Office about
accompanying you/Jim and me for a site visit to the next door neighbor. I understand from Jim that we may
need a Sheriff escort. Our program is now more advisory and that is why I would like someone from the
Central Office to help me with a potential violation. Hang with me and I will contact you back with possible
dates for a visit.
Thanks (glad it's Friday!),

.r
Dave
From: Oudersluys, Michael [maiIto: Michael. Ouderslu s durhamnc. ov]
Sent: Friday, December 06, 2013 10:39 AM
To: Parnell, David
Subject: FW: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Hey Dave,
Dave Rush with Always Buying Scrap (2210 Kate St, Durham, NC) contacted us this morning about a possible oil leak
coming from an abandoned tank farm on Gulf Street. I went out there this morning and determined the source to be
iron oxidizing bacteria and not oil. Mr. Rush mentioned that he forwarded this concern to you so I wanted to provide
you with an update. He also expressed concern that his stormwater samples are being polluted from upstream
properties. I'll talk to Jim Azarelo and see if we can come up with a solution since he's currently exceeding some
benchmarks. Hope you are doing well.
Mike
Mike Oudersluys
Sr. Water Quality Technician
CITY OF DURHAM
Department of Public Works
DURHAM Stormwater & GIS Services
101 City Hall Plaza, Suite 3200
Durham, NC 27701
Office: 919.560.4326, ext. 30216 1 Fax: [phone]
[e-mail]
1-1 8 9 Please use our Email (Storm WaterQuality@durhamn_c.gov) or Hotline (919.560.SWIM) for reporting Water Quality Issues
CITY OF MEDICINE **Thk F-moil rnrrPmnndPnrP is suhiert to the North Carolina Public Records Act and mov be disclosed to third oarties* *
From: [e-mail] mailto:infa alwa sbu in scra .com]
Sent: Friday, December 06, 2013 7:56 AM
To: Storm Water Quality
Subject: FW: oil slick puddle coming from abandoned tank farm Gulf Street Durham
I came in tis morning and saw this puddle emanating from the abandoned tank farm on Gulf Street, which is at the end of
Kate Street. 1 think it would be a good idea for someone to take a look at this. Thanks, Dave
-----Original Message -----
From: 6313279324(cDmms.att.net
Sent: Friday, December 6, 2013 7:37am
To: info (cDalwaysbuyingscrap,com
Subject:
Always Buying Scrap Inc.
Toll Free: (888) 4UR-JUNK
Telephone: [phone]
Fax: [phone]

Y R
ALWAYS BUYING SCRAP!

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o Glad to see Jim Azarelo again.
o Glad to have the opportunity to see what appears to be a trio of nasty sites.
o I think: a) They want to be sure we know one of our permittees in their jurisdiction is not complying
with the NPDES permit. b) They want our assessment of the permittee's question about off -site
contributions. c) They want us to make the call that the neighboring business is/is not supposed to have
an NPDES permit.
Ken Pickle
Environmental Engineer
NCDENR J DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. pickle(a?ncdenr.gov
Website: htti)://Portal.ncdenrr.org/web/ir/Stormwater
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**

3800 Barrett Dr, Raleigh, NC 27609 to Gulf St, Durham, NC 27703 - Google Maps
Page 1 of 2
Directions to Gulf St, Durham, NC 27703
Google 23.8 mi - about 26 miris
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httpsa/maps.google.com/maps?f=d&amp;source=s—d&amp;saddr=3800+Barrett+Drive,+R... 12/9/2013

3800 Barrett Dr. Raleigh; NC 27609 to Gulf St, Durham, NC 27703 - Google Maps Page 2 of 2
3800 Barrett Dr, Raleigh, NC 27609
1. Head west on Barrett Dr toward Haworth Dr
go 0.1 mi
total 0.1 mi
2. Turn right onto Six Forks Rd
go 0.7 mi,
About 2 mins
total 0.8 mi,
3. Turn left to merge onto 1-440 W
go 4.2 mi
About 5 mins
total 5.0 mi
4. Take exit 4B toward 1-40 WIRDU International Airport/Durham
go 0.4 mi.
total 5.4 mi',
5. Merge onto Wade Avenue
go 2.8 mi
About 3 mins
total 8.1 mi
6. Merge onto 1-40 W
go 8.9 mi
About 8 mins
total 17.1 mi
7. Take exit 279B for N Carolina 147 N toward Durham/Downtown
go 0.6 mi
total 17.7 mi
141
8. Merge onto NC-147 N
go 5.1 mi
About 4 mins
total 22.8 mi;
9. Take the Briggs Ave exit toward Durham Technical Community Cell
go 0.2 mi
total 23.0 mi
�.j
10. Turn right onto Briggs Ave
go 213 ft)
total 23.1 mi
41
11. Turn left onto E Pettigrew St
go 0.2 mi
total 23.3 mi
12. Take the 1 st right onto S Driver St
go 0.2 mi ;
total 23.5 mi:
13. Take the 3rd right onto Angier Ave _
go 0.2 mi'
total 23.7 mi
14. Take the 2nd right onto S Briggs Ave
go 472 ft�
total 23.8 mil
15. Take the 1st right onto Kate St
go 331 ft
total 23.8 mi
{g
Gulf St, Durham, NC 27703
These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may cause
conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your
route.
Map data 02013 Google
I Directions weren't right? Please find your route on maps.google.com and click "Report a problem" at the bottom left. J
https:Hmaps.google.com/maps?f=d&amp;source=s_d&amp;saddr=3 800+Barrett+Drive,+R... 12/9/2013

?? 1() kate, Durham. NC - Google daps
Page 1 of l
To see ail the details that are visible on the
screen, use the "Print" link next to the map

Parnell, David
From: Azarelo, James [[e-mail]]
Sent: Tuesday, December 10, 2013 4:27 PM
To: Parnell, David; Pickle, Ken
Cc: Oudersluys, Michael; Baker, Jonathan
Subject: RE oil slick puddle coming from abandoned tank farm Gulf Street Durham
Dave and Ken,
I'll be glad to respond to your questions. First, I've managed to get consent for us to inspect the site on Thursday
morning. I won't be getting a search warrant, but will be prepared with all the necessary documents and evidence to get
one relatively quickly, just in case that consent is withdrawn.
Do we know what exceedances are of concern at ABS?
Here are results of ABS's outfall sampling for the past couple years. Orange values are concentrations outside of the
permit benchmarks. TS5, O&G, and even Ethylene Glycol aren't all that surprising. Lead, however, is, since ABS reports
that it doesn't handle lead aside from a small quantity of wheel weights.
Facility
Sampling
Qutarl I Toter
tlutfall I
Oulfall 1 OH &
Outfall I Total
Clutfall 1 Ethylene
Name (Legal)
Datetom)
Suspended Solids
pH (SU)
Grease (mg/i)
Lead (ug/Q
Glycol tmg/L)
Always
3 /1 /2011
48
10
16>6
281
16'.
.Buying Scrap
Always
7 /8 /2011
1600
8.7
58
1320
56
Buying Scrap
Always
9 /21/2011
83
1.8
2.5
132
S
Buying Scrap
!Always
12/7 /2011
1201
121
0
BBuying Scrap
s
t
4 /22/2012
59
7.5
3.52
32.9
5
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Always
8 /19/2012
16
8.5
0
19.4
a.
Buying Scrap
Always
12/26/2012
300
131
Buying Scrap
Always
3 /24/2013
39
7.5
47.7
14
Buying Scrap
Always
5 /6 /2013
610
9.1
38
369
14
Buying Scrap
Always
10/7 /2013
2SO
7.4
'74.5
114
Buying Scrap
Does the adjacent�pertya_pj)ear to be a source of ABS' benchmark exceedances?
Possibly. We won't know for sure until we've at least taken a look at them closer. Even then, the problem could be from
ages -old soil and/or groundwater, contamination that my department doesn't have the expertise to assess.

I
i
There are 2 properties next to ABS. Stormwater runoff from both is getting into ABS's drainage system. According to the
last sample that Mr. Rush (ABS) collected, the offsite stormwater entering his drainage system had a total lead
concentration of 138 pg/L. Runoff at the ABS outfall for the same rain event measured 114 pg/L. No activity appears to
be going on at the Old Gulf Depot. As for 500 S. Briggs, it seems to be a junkyard or possibly a hording scenario, with
alleged occasional auto repair. The 500 S. Briggs site is zoned for commercial scrap yard use.
t
_a
Should this adiacent business have one of our NPDES stormwater oermits?
I have no record of the 500 S. Briggs site already having a NPDES stormwater permit. if they're operating as a used auto
parts yard or other scrap business, then we'll see that when we go on Thursday morning. Our standard procedure is to
require a business to apply for a permit or no -exposure certification if they fit into one of the industrial categories
covered by a permit. If a permit doesn't apply, then the City has some other tools at its disposal for requiring pollution
prevention.
I also have no record for a permit at the Old Gulf Depot. There appears to be no current activity at that site.
If you have more questions, feel free to call or email. Otherwise, see you Thursday.
Jim Azarelo
Industrial Stormwater lnspector
2

City of Durham, NC Public Works I Stormwater Services f Water Quality
101 City Hall Plaza Durham, NC 27701
P: 919.560.4326 002101 F: 919.560.4316
James .AZareID @,,durhamnc.gov
http:llwww. d urhamnc, govlstormwater
Please use our Email(StormWaterQuality(iDdurhamnc.govl or Hotline (9 19.560. SWIM) for reporting Water Quality Issues.
"E-mart correspondence to and from this address may be subject to the Nodh Carolina Public Records taw and may be disclosed to third parties"
From: Parnell, David[mailto:david.parnell@ncdenr,gov]
Sent: Tuesday, December 10, 2013 10:03 AM
To: Azarelo, James
Cc: Pickle, Ken
Subject: FW: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Jim,
I am forwarding you questions that I received concerning Thursday's site visit. Rather than chance inaccurate
info, I thought I'd ask you to respond to Ken. I can attest to the fact that we are assisting ABS to determine if
they are picking up affected flow from the adjacent site - which may explain exceedences ABS is experiencing.
The nature of the business and potential for affected runoff will be determined during the site visit. Thanks for
filling Ken and 1 in on other aspects of the visit.
Thanks,
Dave
From: Pickle, Ken
Sent: Tuesday, December 10, 2013 9:25 AM
To: Parnell, David
Cc: Holley, John; Bennett, Bradley; Azarelo, James
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Hi Dave,
OK, so do I understand that the purpose of the visit could be twofold:
i First, does the adjacent property appear to be a source of ABS' benchmark exceedances?
o The implication being it may not be ABS' fault that they are exceeding benchmarks. That's good. We
only want folks to be responsible for the stormwater pollution that they generate, we don't hold them
responsible for their neighbor's pollution.
And second, should this adjacent business have one of our NPDES stormwater permits? Presumably they do not
now have our permit. It will depend on what kind of business they are, as to whether an NPDES permit is
required.
o However, under the MS4 program, presumably Durham has ordinances to control any storm water
pollution that may be emanating from this neighboring business, regardless of whether they are
generating an NPDES industrial stormwater.
Do we know what exceedances are of concern at ABS? Is it only O&G?
Do we know the nature of the neighboring business?
Ken

1
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. [e-mail]
Website: http://portal.ncdenr.org/web/ir/stormwater
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content'is exempt by statute or other regulations."
From: Parnell, David
Sent: Monday, December 09, 2013 3:59 PM
To: Pickle, Ken
Cc: Holley, John
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Ken.
I spoke with Jim Azarelo, of the City of Durham, about our meeting in Durham Thursday. He is going to
attempt to arrange a search warrant and police presence for our 10:30AM meeting. I was wrong in the previous
e-mail about the tank farm. That was a third site that may be influencing the monitoring results at ABS. We
will not be tackling the tank farm during this visit, since the sheen was deemed to be iron bacteria by the
Durham SW folks and not petroleum. The site we will be visiting will be adjacent to ABS — an unpermitted
mom&pop type operation.
I will be out of the office Wednesday afternoon on community service leave — but Jim will let you know if we
can NOT meet, otherwise, we will meet them Thursday and can leave the RRO a little before I OAM.
Thanks,
Dave
From: Pickle, Ken
Sent: Sunday, December 08, 2013 10:40 AM
To: Parnell, David
Cc: Holley, John; Bennett, Bradley
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Hi Dave,
Just thinking about the `abandoned tank farm' further:
• Wonder if this facility holds a stormwater permit from us;
• Sounds like there may not be an on -going business at this location;
Sounds like the owner/responsible party may be hard to locate, unless one of the adjacent businesses owns it.
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program

1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http://oorta1.ncdenr.ora/web/Ir/stormwater
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: Oudersluys, Michael [mailto:Michae[,Oudersluys@durham_ nc.goy]
Sent: Friday, December 06, 2013 11:53 AM
To: Parnell, David
Cc: Pickle, Ken; Holley, John
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Dave,
I will be available. Jim is out today so I will check with him on Monday and let you know about the sheriff escort.
From: Parnell, David [mailto:david. arnell ncdenr. ov]
Sent: Friday, December 06, 2013 11:39 AM
To: Oudersluys, Michael
Cc: Pickle, Ken; Holley, John
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Mike,
Would you and/or Jim be available on Thursday December 12 at 10:30AM for a visit to the Always Buying
Scrap + Abandoned Tank Farm on Gulf Street. Do we need a Sheriff for the Tank farm visit?
Thanks,
Dave
From: Oudersluys, Michael [mailto:[e-mail]]
Sent: Friday, December 06, 2013 11:04 AM
To: Parnell, David
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Thanks Dave, have a good weekend!
From: Parnell, David [mailto:david.parnell ncdenr.4ov]
Sent: Friday, December 06, 2013 10:53 AM
To: Oudersluys, Michael
Subject: RE: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Mike,

I received the photos also and contacted the Stormwater Permitting Program in Central Office about
accompanying you/Jim and me for a site visit to the next door neighbor. I understand from Jim that we may
need a Sheriff escort. Our program is now more advisory and that is why I would like someone from the
Central Office to help me with a potential violation. Hang with me and I will contact you back with possible
dates for a visit.
Thanks (glad it's Friday!).
Dave
From: Oudersluys, Michael[mailto:.Michael.Oudersluys@durhamnc.a v1
Sent: Friday, December 06, 2013 10:39 AM
To: Parnell, David
Subject: FW: oil slick puddle coming from abandoned tank farm Gulf Street Durham
Hey Dave,
Dave Rush with Always Buying Scrap (2210 Kate St, Durham, NC) contacted us this morning about a possible oil leak
coming from an abandoned tank farm on Gulf Street. I went out there this morning and determined the source to be
iron oxidizing bacteria and not oil. Mr. Rush mentioned that he forwarded this concern to you so I wanted to provide
you with an update. He also expressed concern that his stormwater samples are being polluted from upstream
properties. I'll talk to Jim Azarelo and see if we can come up with a solution since he's currently exceeding some
benchmarks. Hope you are doing well.
Mike
Mike Oudersluys
Sr. Water Quality Technician
CITY OF DURHAM
Department of Public Works
DURHAM Stormwater&G1SServices
IMSOS City Hall Plaza, Suite 3200
Durham, NC 27701
Office: 919.560.4326, ext. 30216 1 Fax: 919.560,4316
Michael.Oudersluys(&durhamnc.eov
8 9 Please use our Email (StormWaterQuality ,durhamnc.eov) or Hotline (919.560.SWIM) for reporting Water Quality Issues
CITY OF MEDICINE **This E-mail correspondence is subject to the North Carolina Public Records Act and may be disclosed to third parties*
From: info2alwaysbuyingscrap&om[mailto:info(alalwaysbuyingscrap.cam]
Sent: Friday, December 06, 2013 7:56 AM
To: Storm Water Quality
Subject: FW: oil slick puddle coming from abandoned tank farm Gulf Street Durham
I came in tis morning and saw this puddle emanating from the abandoned tank farm on Gulf Street , which is at the end of
Kate Street. I think it would be a good idea for someone to take a look at this. Thanks, Dave
-----Original Message -----
From: 6313279324(a)mms. aft. net
Sent: Friday, December 6, 2013 7:37am
To: [e-mail]
Subject:

t
Always Buying Scrap Inc.
Toll Free: (888) 4UR-JUNK
Telephone: [phone]
Fax: [phone]
ALWAY&BUYING SCRAP!O

u
Ti rr r` 1
PL) 6fiew W k,S
919 Slo 6 +3Z4
5t)4so

Parnell, David
From: [e-mail]
Sent: Tuesday, May 21, 2013 4:57 PM
To: Parnell, David
Cc: Azarelo, James
Subject: FW: ENCO Final Report & Invoice copy- (Extra Sample)
Attachments: C305339 FINAL 21 May 13 1559.PDF; C305339 1NV 21 May 13 1611.pdf
David & Jim, We sampled the water running over the crest of the road into our drains by the second drain. David , I know
that you had requestedthat we check it at the first drain, but it was clear visually that the water was running in a torrent
right into the second. We're forwarding the results for your review. According to the results, it does seem that water
sourced from other than our yard might very well be a contributing factor to the lead results. I also wonder , being mid -hill,
how much we're getting underground. Please let us know what you think. This e mail contains the results of the "extra"
sample. Our normal sampling results will be in the subsequent e mail. Thanks, Fran and Dave
-----Original Message -----
From: "Bill Scott" <[e-mail]>
Sent: Tuesday, May 21, 2013 4:24pm
To: [e-mail]
Subject: ENCO Final Report & Invoice copy- (Extra Sample)
Please find the attached data report and invoice copy for the extra sample taken. Let me know if you have any
questions.
Bill Scott
Account Manager
Environmental Conservation Laboratories, Inc.
102-A Woodwinds Industrial Court
Cary, NC 27511
[phone] ph
(919)467-35 1 S fax
[e-mail]

J
Environmental Conservation Laboratories, Inc.
102-A Woodwinds Industrial Court��
Cary NC, 27511
Phone: [phone] FAX: [phone] www.encolabs.com
Tuesday, May 21, 2013
Always Buying Scrap (AL020)
Attn: Dave Rush
2210 Kate Street
Durham, NC 27703
RE: Laboratory Results for
Project Number: [none], Project Name/Desc: Stormwater
ENCO Workorder(s): C305339
Dear Dave Rush,
Enclosed is a copy of your laboratory report for test samples received by our laboratory on
Tuesday, May 7, 2013.
Unless otherwise noted in an attached project narrative, all samples were received in
acceptable condition and processed in accordance with the referenced methods/procedures.
Results for these procedures apply only to the samples as submitted.
The analytical results contained in this report are in compliance with NELAC standards, except
as noted in the project narrative. This report shall not be reproduced except in full, without
the written approval of the Laboratory.
This report contains only those analyses performed by Environmental Conservation
Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from
outside organizations will be reported under separate cover.
If you have any questions or require further information, please do not hesitate to contact me.
Sincerely,
Bill Scott
Project Manager
Enclosure(s)
The total number of pages in this report, including this page is 9,

E�VC�
rvww.encolabs.com
SAMPLE SUMMARY ILABORATORY CHRONICLE
Client ID: Stormwater Lab ID: C305339-01 Sampled: 05/06/13 14:00 Received: 05107/13 10:05
parameter Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s)
EPA 200.7 11/07/13 05108/I3 48:50 5/13/2013 14:27
EPA 8015C 05/2D/13 D5109/13 10:00 5/9/2013 12:01
Page 2 of 9

�Go
www.encolabs.com
SAMPLE DETECTION SUMMARY
lient ID: Stormwater Lab ID: C30S339-01
Analyte Results Flag MDL PQL Units Method Notes
Lead • Total 263 1.9 10.0 ug/L EPA 200.7
Page 3 of 9

r
0
F.
www.encolabs.com
ANALYTICAL RESULTS
Description: Stormwater Lab Sample ID: C305339-01 Received: 05/07/13 10:05
Matrix: Water Sampled: 05/06/13 14:00 Work Order: C305339
Project: Stormwater Sampled By: David Rush
Metals by EPA 200 Series Methods
----------------------------------------------------- ------------------------- ...... .....................................
^ - ENCO Cary Certified analyte [NC 591]
Analyte rCAS Numbed Results Elaa YPILF MDI M& Method An 1 z AY Notes
Lead [7439-92-11 ^ 263 ug/L 1 1.9 10.0 3E08005 EPA 200.7 05/13/13 14:27 JON
Page 4 of 9

a
Description: Stormwater
Matrix: Water
Project: Stormwater
Lab Sample ID: C305339-01
Sampled: 05/06/13 14:00
Sampled By: David Rush
k� '®
www.encolabs.com
Received: 0 5/ 07/ 13 10:05
Work Order: C305339
Non -Halogenated Volatile Organics by GC
- ------------- . ----.--.--.--.--.--.--.--.--.........................
---.....
...........................
^ ENCO Jacksonville certified analyte [NC 442]
Ar lvte rCAS Numberl 13esul flag
tlnita
pf MDL M&L
_A= mod
Analyzed Ay Utes
Ethylene Glycol [107-21-1] ^ ND
ng/L
1 3.7 10
3EC7019 EPA 8015C
05/09/13 12:01 JWJ
Surrogates Results DF
Spike Lvl
% Rec % Rec Limits
Batch Method
Analyzed By Notes
1,3-81 Glycol 110 1
99.4
111 % 50-150
3EO7019 EPA 8015C
112:01 JW3
This report relates only m the sample as received by the Iadoral and may only.be reproduced in Full.
Page 5 of 9

OFN
www.encolabs.com
QUALITY CONTROL
Metals by EPA 200 Series Methods - Quality Control
Batch 3EO8005 - EPA 3005A
Blank (3E0800S-BLK1)
Prepared: 05/08/2013 08;50 Analyzed: 05/13/2013 12:19
LA,Wtyte
-
-
Spike Source D/aREC
RPD
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Lead
1.9
U
1010
ug/L
--------------- " -....-..-.-------
LCS (3E08005-BSI)
-----------
----------
.-'-"
....._..............-------"
'-" .._...._....._... .....................
Prepared: 05/08/2013 08:50 Analyzed: 05/13/2013 13:26
Spike Source 0/DREC
RPD
Analyte
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Lead
199
10.0
uglL
200 99 85-115
..........................................
Matrix Spike (3E08005-MSI)
--'-_--__--.
"..............
...__.............. .-"...............----.._......._.._._.._.
Prepared: 05/08/2013 08:50 Analyzed: 05/13/2013 13:30
Source: C301873-61
Spike Source %REC
RPD
Analyte
Result
Flag
MRL
Units
Level Result %REC Limits RPD.
Limit
Notes
Lead
213
10.0
-------------------------------
ug/L
200 11.3 LOI 70-L30
..................................................
Matrix Spike Dup (3E08005-MSD1)
------------------------------ ......................
Prepared: 05/08/2013 08:50 Analyzed: 05/13/2013 13:32
Source: C301873-01
Spike Source 4/DREC.
RPD
Analyte
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Lead
..........
217
10.0
uglL
......
200 11.3 103 70-13C 2
-.... ---
30
.........................."'-"-""..
Post Spike (3E08005-PSI)
--- -'......... ------------------------
Prepared: 05/D8/2013 08:50 Analyzed; 05/13/2013 13:34
'...........
--
Source: C301873-01
Spike Source %REC
RPD
Analyte
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Lead
..'-""-""-""-""-".......
0.2
......'-"-'_....-"-""-'-......
0.01
mg/L
0,200 0.01 101 80-120
------..................... -'-...............................
QUALM CONTROL
Non -Halogenated volatile Organics by GC - Quality Control
Batch 3EO7019 - NO PREP ANALY IX
Blank (3E07019-BLK1) Prepared: 05/08/2013 10:17 Analyzed: 05/08/2013 10:41
Spike Source %REC RPD
Analyte Result Flag MRL Units Level Result %REC Limits RPD Limit Notes
Ethylene Glycol 3.7 U 10 mg1L
Surrogate: 1,3-Butylene Glycol
100
mg/L
99.4 105 50-150
...............................
LCS (3E07019-BSI)
..................................
--------- ...................... "- 1."----._.._.._.._._.._.._.
Prepared: 05/08/2013 10:17 Analyzed: 05/08/2013 14:27
Spike Source %REC
RPD
Analyte
Result Flag MRL
Units
Level Result %REC Limits RPD
Limit Notes
Ethylene Glycol
90 10
mgIL
97.1 93 70-130
Surrogate: I,3-Butylene Glycol
100
mg/L
99.4 104 50-150
.........................................
Matrix Spike (3E07019-MS1)
...-'-'._._.'-""-'------
--------'-"-""-"""'----------- --------..................
Prepared: 05/08/2013 10:17 Analyzed: 05/08/20I3 12:00
Source: 8302163-01
Spike Source %REC
RPD
Analyte
Result Flag MRL
Units
Level Result 0/uREC limits RPD
Limit Notes
Pagc6 of9

QUALITY CONTROL
Non -Halogenated Volatile Organics by GC - Quality Control
Batch 3EO7019 - NO PREP ANALYTIX
CeJVCO
www.encolabs.com
Matrix Spike (3E07019-MSS) Continued
Prepared: 05/08/2013 10:17 Analyzed: 05/08R013 12:00
Source: B302163-01
�Analyte
Spike Source %REC
RPD
..
Result Flag
MRL
Units
Level Result %REC-_ _Limits_ RPD_ ____Limit
Notes
Ethylene Glycol
81
10
mg/L
97.1 3.7 U 84 70-130
Surrogate: 1,3-8utyfene Glycol
B9
mg/L
99.4 89 50-150
Matrix Spike Dup (3E07019-MSD3)
Prepared: 05/08/2013 10:17 Analyzed: 05/08/2013 12:21
Source: B302163-01
Spike Source %REC
RPD
Analyte
Result Flag
MRL
Units
Level Result %REC Limits RPD,
Limit Notes
Ethylene Gycol
88
10
mg(L
97.1 3.7 U 91 70-130 8
25
Surrogate 1,3-8utylene Glycol
..............
100
mg/L
99.1 104 50-150
....-"""'-"-"-"-"--.--..--.--.--.--'-......
----------
Page 7 of 9

FJVCO
www.encolabs.com
FLAGS NOTES AND DEFINITIONS
B The analyte was detected in the associated method blank.
D The sample was analyzed at dilution.
J The reported value is between the laboratory method detection limit (MDL) and the laboratory method
reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable.
U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable.
E The concentration indicated for this analyte is an estimated value above the calibration range of the
instrument. This value is considered an estimate.
MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is
based on the low point of the calibration curve, when applicable, sample preparation factor, dilution
factor, and, in the case of soil samples, moisture content.
ND The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable.
Page 8 of 9

ENVIRONMENTAL CONSERVATION LABORATORIES CHAIN -OF -CUSTODY RECORD www.en'colabs.com
Cm� 10r7$ C.nral I"Or, Y91l FraWtvq Parl Can45we 211 102-A Armdmm lnr MrW Ct.
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flow: At tarM'iet t.Meea 10 ENLO 4.44X-ma00mrW46r.7+ SA Wmi W t:,XtW,,4kwon M. lm.Rse d hl 1,v— . Wr.at pion Neuron 87owr4.4a c.it

ENCO Cary
102-A Woodwinds Industrial Court
Cary, NC 27511
919.467.3090
INVOICE
Invoice TO: Always Buying Scrap
Dave Rush
2210 Kate Street
Durham, NC 27703
Client Code:
A1.020
Client ID:
Always Buying Scrap
Client PM:
Dave Rush
PO#:
r
Remit To:
Environmental Conservation Laboratories, Inc.
10775 Central Port Drive
Orlando, FL 32824
0
Invoice Number: 0C2121
Invoice Date:
21-May-13
Project:
Stormwater
Project Number:
[none]
Date Received:
07-May-13
Invoiced by:
BAS
Work Order(s):
C305339
Terms: NET 30
Quantity AnalysisMescription
Matrix
Unit Cost
Extended Cost
1 Lead Total EPA 200.7
Water
$30.00
$30.00
1 8015 DAI
Water
$100.00
$100.00
Invoice Total: 5130.00
Page I of I
Pursuant to ENCO Standard "terms and Conditions, a fee of 1.5% per month may be applied for late payment.

Environmental Conservation Laboratories, Inc.
102-A Woodwinds Industrial Court
Cary NC, 27511
Phone: [phone] FAX: [phone]
Tuesday, May 21, 2013
Always Buying Scrap (AL020)
Attn: Dave Rush
2210 Kate Street
Durham, NC 27703
RE: Laboratory Results for
Project Number: [none], Project Name/Desc: Stormwater
ENCO Workorder(s): C304258
Dear Dave Rush,
Enclosed is a copy of your laboratory report for test samples received by our laboratory on
Tuesday, May 7, 2013.
Unless otherwise noted in an attached project narrative, all samples were received in
acceptable condition and processed in accordance with the referenced methods/procedures.
Results for these procedures apply only to the samples as submitted.
The analytical results contained in this report are in compliance with NELAC standards, except
as noted in the project narrative. This report shall not be reproduced except in full, without
the written approval of the Laboratory.
This report contains only those analyses performed by Environmental Conservation
Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from
outside organizations will be reported under separate cover.
If you have any questions or require further information, please do not hesitate to contact me.
Sincerely,
Bill Scott
Project Manager
Enclosure(s)
The total number of pages in this report, including this page is 13.
�eo
www.encotabs.com

PROJECT NARRATIVE
Client: Always Buying Scrap (AL020)
Project: Stormwater
ENCO Project ID: C304258
Overview
(� �Go
www.encolabs.com
All samples submitted were analyzed by Environmental Conservation Laboratories, Inc. in accordance
with the methods referenced in the laboratory report. Any particular difficulties encountered during
sample handling and processing will be discussed in the Remarks section below.
Remarks
Analysis: EPA 8015
Affected Samples: Stormwater[C304258-01]
Air bubbles were present in the 8015 glycol analysis sample containers.
Bill Scott
Project Manager
Page 2 of 13

www.enoolabs.00m
SAMPLE SUMMARY/LABORATORY CHRONICLE
Client ID: Stormwater .
Lab ID: C304258-01- -,
_Sampled:-_O5/06/13_14:00._ _- Received: _OS/07/13
Parameter
Hold Date/Time(s)
Prep Date/Time(s)
Analysis Date/Time(s)
EPA 1664A
06/03/13
05/16/13
11:26
5/17/2013 08:32
EPA 200,7
11/02/13
05/08/13
08:50
5/13/2013 13:49
EPA 8015C
05/20/13
05/09/13
10:00
5/9/2013 12:22
SM 254OD-1997
05/13/13
05/08/13
08:41
5/8/2013 08AI
SM 4500H+B-2000
05/06/13 14:14
05/07)13
15:03
5/7/2013 15:03
Page 3 of 13

E �Ee)
www.ericolabs.com
SAMPLE DETECTION SUMMARY
lier�t ID: Stormwater
Lab ID: . C304258 01
Analyte
Results
Flag MDL
PQL
Units
Method Notes
---------------------------------------------
Ethylene Glycol
--------------
14
------------------
3.7
10
.....
mg/L
---------- ---------
EPA 8015C
Lead - Total
369
1.9
10.0
ug/L
EPA 200.7
Oil & Grease (HEM-SGn Non -Polar Material
38.0
3.39
5.64
mg/L
EPA 1664A
pH
9.1
1.0
1.0
pH
SM 4500H+B-2000 Q
Total Suspended Solids
610
1.0
1.0
mg/L
SM 25401)-1997
Page 4 of 13

0�,4
www.encolabs.com
ANALYTICAL. RESULTS
Description: Stormwater Lab Sample ID. C304258-01 Received: 05/07/13 10:05
Matrix: Water Sampled: 05/06/13 14:00 Work Order: C304258
Project: Stormwater Sampled By: David Rush
Metals by EPA 200 Series Methods
^ - ENCO Cary Certified analyte [NC 591]
Analyte WAS Numbers Results flag ni DF MDL MRL Batch Method Analyzed Am Notes
Lead [7439.92.1] ^ 369 uglL 1 1.9 10.0 3EGS005 EPA200.7 CSJ13/1313:49 JDH
Page 5 of 13

(�J�Cmo
www.encolabs.com
Description: Stormwater Lab Sample ID: C304258-01 Received: 05/07/13 10:05
Matrix: Water Sampled: 05/06/13 14:00 Work Order: C304258
Project: Stormwater Sampled By: David Rush
Classical Chemistry Parameters
- -- --- -- ---------- ------------------ ---- ----------------------------------- -------------------------------------------
^ ENCO Cary certified analyte [NC 591)
Analvte MAS Numberl Ftaa malAk DF MQk MRL B h Method analyzed By Note
pH [ECL-0062] ^ 9.1 pH 1 1,0 110 3E07011 SM U5107113 15:03 Clv Q
4500H+B 2000
Total Suspended Solids [ECL-0169] ^ 61.0 rrglt 1 1.0 1,0 3E08002 SM 2540D-1997 05/08/13 08:41 Cv
Page 6 of 13

Description: Stormwater
Matrix: Water
Project: Stormwater
Lab Sample ID: 004258.01
Sampled: 05/06/13 14:00
Sampled By: David Rush
Ceuco
www.encolabs.com
Received: 05/07/ 13 10:05
Work Order: C304258
Non -Halogenated Volatile Organics by GC
--------------- -------------------------------------------------------------------------------------------------------------------------
^ - ENCO lacksonville certified analyte [NC 442]
Analyte [CAS Numbed Results flag Units P_E Ma au g=]] Method Analyzed ]%y
Ethylene Glycol [107-21-1] ^ 14 mg1L 1 3.7 10 3EO7019 EPA 8015C 05109113 12:22 3W3
Surrogates Results DF Spike Lvl % Rec % Rec Limits Batch Method Analyzed By Notes
1,3-eutyiene GlyM 110 1 99.4 109 % 50-150 3E07019 EPA 8015C OS109113 12:22 3w3
Page 7 of 13

ENCQ
www.encolabs.com
Description: Stormwater Lab Sample ID: C304258-01 Received: 05/07/13 10:05
Matrix: Water Sampled: 05/06/13 14:00 Work Order: C304258
Project: Stormwater Sampled By: David Rush
Classical Chemistry Parameters
------------ --- .......................................... ...................... --.................................. ................
AnalAe_[CA5 Numberl Resul En UhAll DF MDL Ma Batch Uclhod Aaalyz AY N =
Oil & Grease (HEM-SGT) Non -Polar 38.0 MIL 1 3.39 5.64 UiW03 EPA 1564A 05/17/13 08:32 MJF
Material [ECL-0104]
This report relates only to the sample as received by the laboratory, and may only be reproduced In full.
Page 8 of 13

OUALM CONTROL.
Metals by EPA 200 Series Methods - Quality Control
Batch 3EO8005 - EPA 3005A
www.enoolabs.com
Blank (3E08005-BLK1)
Prepared: 05/08/2013 08:50 Analyzed: 05/13/2013 12:19
IAnalyte
Spike Source 4bREC
RPD
Result Flag
MRL
Units
Level Result %REC Limits- RPD
Limit Notes
Lead
1.9 U
10.0
ug/L
--"-"-"-"""-""'-"'-""'-""""-""""""""------
LCS (3E08005-851)
------------------------------------------------------------------
Prepared: 05/08/2013 08:50 Analyzed: 05/13/2013 13:26
IAnatyte
Spike Source %REC
RPD
Result Flag
MRL
Units
Level Result %REC Limits RPD
Limit Notes
Lead
199
10.0
ug/L
200 99 85-115
--------------------'--'--' ---
Matrix Spike (3E08005-MS1)
" -'--'--'--'--'--.....-'--'--'--------------'---------------------------------------------------------
Prepared: 05/08/2013 08:50 Analyzed: 05/13/2013 13:30
Source: C301873-01
Spike Source °kREC
RPD
Analyte _....
Result
Flag
MRL
Units
_ Level Result °kREC_. _ Limits- ...PPD..---..Limit-
_.. Notes
Lead
213
10.0
ug/L
200 11.3 101 70-130
--------- --- ......-""""""'-"-"-"-"-"-".....
Matrix Spike Dup (3E08005-MSD1)
--'--'--'--"-'--"----'--------
---'---------------------'--'--'---..-..
Prepared: 05/08/2013 08:50 Analyzed: 05/13/2013 13:32
Source: C301873-01
Spike Source okREC
RPD
Analyte
Result
Flag
MRL
Units
Level Result °kREC Limits RPD
Limit Notes
Lead
217
10.0
ug/L
200 11.3 103 70-130 2
30
------------ ------- " - " ---- " --"
Post Spike (3E08005-PS1)
-" ...........................----------------------------------------------------------------------
Prepared: 05/08/2013 08:50 Analyzed: 05/13/2013 13:34
Source: C301873-01
Spike Source %REC
RPD
Analyte_ _ _ __-
Result
. Flag
MRL
Units
_Level _ Result %REC Limits Limits-- -_ RPD _
Limit.- Notes
_
Lead
0.2
0.01
mglL
0.200 0.01 101 80-120
--------------------------------------------
Classical Chemistry Parameters - Quality Control
Batch 3EO7011 - NO PREP
LCS (3E07011-BS1) Prepared & Analyzed: 05/07/2013 10:53
Spike Source %REC RPD
�Analyte Result Flag _ __ MRL Units _ Level Result , %REC Limits RPD Limit Notes
pH 6.9 1.0 PH 7.00 99 99-101
"-"-""'-"--'--"-""'--"-"-"-"-"'-"-"-"-"-"-'.'..'..'.."'-'--"-""-"-"-------------------------------------------
Duplicate (3E07011-DUP3) Prepared & Analyzed: 05/07/2013 15:03
Source: C305310-01
Spike Source %REC
RPD
Analyte
Result Flag__
MRL_
_Units_
Level Result %REC Limits RPD
Limit_ _Notes
PH
"-"--'--"-"-"--"-"-"-"'-"-"-"-"-""'--""'-"
6.8
110
pH
.....................'-"'-'---------------------------------------'------
6.8 0.1
25
Batch 3EO8002 - NO PREP
Blank (3E08002-BLKI)
Prepared & Analyzed: 05/08/2013 08:41
IAnalyte
Spike Source %REC
RPD
Result Flag
MRL
Units
Level Result %REC. - Limits. RPD
Limit _ _. Notes ...-
Total Suspended Solids
-"-"--'--""'-"-"'-"-"--'-'
1.0 u
..............."-"'-"-'------------'--------'--'---"--'-"-.........................--'-'-'--...
1.0
mg/L
Page 9 of 13

Leo
www.encolabs.com
OUALM CONTROL
Classical Chemistry Parameters - Quality Control
Batch 3EO8002 - NO PREP
LCS (3E08002-BS1)
Prepared & Analyzed: 05/08/2013 08:41
Spike Source %REC
�' RPD,
Analyte
Result Flag
MRL
Units
Level Result %REC Limits
RPD # -Llmrt N0' 6
Total Suspended Solids
100
1.0
mWL
SDO L00 80-120
Duplicate (3E08002-OUP3)
Prepared & Analyzed: 05/08/2013 08:41
Source: C305185-03
- -
-
Spike . Source %REC
..`3
Analyte
Result Flag
MRL
Units
Level Result %RECLimits
RPD 'iL1m1t' NoLPs:'
Total Suspended Solids
22DO
1.0
mg/L
2700
2 10
Duplicate (3E08002-DUP2)
Prepared & Analyzed: 05/08/2013 08:41
Source: C301849-01
Spike Source NOW
e,' RPD o
Anatyte
Result
Flag
MRL
Units
level Result %REC Limits
RPD —Limitrl Notes
Total Suspended Solids
-------------- ---------..................
1.2
-'---'--'--...............
110
mg/L
--.--
2.0
............ ---- ----- -................
50 is QR-04
---......... - ----------
QUALITY
CONTROL
Hon -Halogenated Volatile Organics by GC - Quality Control
Batch 3E07019 - NO PREP ANALYTIX
Blank (3E07019-BLK3)
Prepared: 05/08/2013 10:17 Analyzed: 05/08/2013 10:41
Spike Source %REC
%,I F. r
`Lrmrt
Analyte
Result
Flag
MRL
Units
Level Result %REC Limits,
RPD Nodes :
Ethylene Glycol
3.7
U
10
mg/L
Surrogate, 1,3-Butylene Glycol
l00
mg/L
99A 105 50-150
LCS (3E07019-BSI)
Prepared; 05/08/2013 10:17 Analyzed: 05/08/2013 14:27
t
Spike Source %REC
RPDn
Analyte
Result
'Flag
MRL
Units
Level Result o/aREC Limits
RPD ! ,!Lir ity, = Motes`
Ethylene Glycol
90
10
mg1L
97.1 93 70-13C
Surrogate: 1,3-Butylene Glycol
100
mg/L
994 104 50-15D
Matrix Spike (3E07019-MSI)
Prepared; 05/08/2013 10:17 Analyzed: 05/08/2013 12:00
Source: B302163-01
Spike Source %REC RPD
Analyte
Result Fla
MRL
Units
Level Result %REC Limits RPD`Lrmd' Notes,
Ethylene Glycol
81
10
m9/L
97.1 3.7 U 84 70-130
Surrogate: 1,3-Butylene Glycol
89
mg/L
99.4 B9 50-15C
--'--'--'--"'................................
Matrix Spike Dup (3E07019-MSD1)
...........................................
.------------- ------------------- -- -----------
Prepared: 05/08/2013 10:17 Analyzed: 05/08/2013 12:21
Source: B302163-01
Spike —Source %REC
Anatyte
Result Flag
MRL
Units
Level Result %REC Limits RPD ',;L1mi1: + Nodes;
Ethylene Glycol
88
10
mgtL
97.1 3.7 U 91 70-130 8 25
Surrogate: 1,3-Butylene Gycol 1DO myl- 99.4 104 50-150
Page 10 of 13

�uco
www.encolabs.com
QUALITY CONTROL
Classical Chemistry Parameters - Quality Control
Batch 3E16003 - EPA 1664A
Blank (3E160113-BLKI)
Prepared: 05/16/2013 11:25 Analyzed: 05/17/2013 03:32
IAnalyte
Spike Source %RSC
RAD
_. ....__. _.... _..
Result __
Flag -
. MRL._...
Units .
_.. Level._, .._ Result :.-------- °7oREC_._. Limit§ . _ _RPD_ _
Limit
Notes
Oil & Grease (HEM-SGr) Non -Polar Matenal
3.00
U
5.00
mg/L
------------------------------------------------------------------------------`--.--.--.--.---............................_-
LCS (3E16003-BS1)
Prepared: 05/16/2013 1L26 Analyzed: 05/17/2013 08:32
Spike Source °/aREC
RPD
Anil
Result..
Flag
MRL. _
Units. .
-Level- ..Result _ _ %REC Limits - RPD _
-.Limit
Notes
Oil & Grease (HEM-SGT) Non -Polar Maternal
17.3
5.00
mg/L
20.3 86 54-132
Matrix Spike (3E16003-MS1)
Prepared: 05/16/2013 11:26 Analyzed: 05/17/2013 08:32
Source: 5302052-01
Spike Source %REC
RPD
Anayyte - _ _ _ - _ _-
__Result_
Flag_
-_MRL_ -
-- Units
_ Level - Result - - 01blik LlmltB RPD
Limit
Notes
Oil & Grease (HEM-SGr) Non -Polar Material
17.6
5.00
mg/L
20.2 100 U 87 64-132
' - ------------------------------------------------------------------
Matrix Spike Dup (3E16003-MSD1)
---------------- ------------------------------------------------
Prepared: 05/16/2013 11:26 Analyzed: 05/17/2013 08:32
Source: B302052-01
Spike Source °/nREC
RPD
Anayyee- _ -..
Result__
Flag -_.__MRL____
_.Units _--Level
___._ Result_ __%REC__ Limits_ RPD
Limit_ _
Notes
Oil & Grease (HEM-SGr) Non -Polar Material
16.9
5.00
mg/L
20.4 3.00 U 83 64-132 4
34
Page i I of 13

www.encolabs.com
FLAGSINOTES AND DEFINITIONS
B The analyte was detected in the associated method blank.
D The sample was analyzed at dilution.
The reported value is between the laboratory method detection limit (MDL) and the laboratory method
reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable.
U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable.
E The concentration indicated for this analyte is an estimated value above the calibration range of the
instrument. This value is considered an estimate.
MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is
based on the low point of the calibration curve, when applicable, sample preparation factor, dilution
factor, and, in the case of soil samples, moisture content.
ND The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable.
Q Analysis performed outside of method - specified holding time.
QR-04 Duplicate precision outside acceptance limits due to low analyte concentration.
Page 12 of 13

uo
° ENVIRONMENTAL CONSERVATION LABORATORIES CHAIN -OF -CUSTODY RECORD
w OrLv c.,m,;PzlW4 Dr, aeWE.em, ha kCnur. 5uib r:l fopal C21731 Niedyam i�.
ntnide FL 1M?a J�cswnN., rt � 16(AE9 Can, rx trsn
{�l1rl E2G571� FN NOrI IISDU?75 S90+f1?96J007 Fu 130i�"W671D {919]�6T709G Fa. {o17}3673515
www.encolabs.com
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tta - N yWples %A ntw 16 E%co Lett' lro n occwemxe *0 flm leans and corldl ns 14.1ed on d•n ,et%4 of dis Lrnt Ur,'C53 snot Nlleen apennents e,W

Parnell, David
From: info@alwaysbuyingscrap, com
Sent: Tuesday, May 21, 2013 5:34 PM
To: Parnell, David
Subject: Stormwater results
David,
don't know if it is any help or not, but, we do have aerial photos that we recently received in March which depict the
activities next door. You might find it interesting. We just have to figure out how to get it off of the disk and into a format
that you can receive. Thanks Dave

/I
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakeld PE John E. Skvarla
Governor Director Secretary
May 3, 2013
Mr. Dave Rush
Always Buying Scrap, Inc.
2212 Kate Street
Durham, North Carolina 27703
Subject: Compliance Evaluation Inspection
Stormwater Permit NCG100201
Always Buying Scrap, Inc.
Durham County
Dear Mr. Rush:
On May 1, 2013, 1, Dave Parnell of the Raleigh Regional Office conducted a stormwater compliance
evaluation inspection (CEI) for the above permit. Mr. Jimmy Santiago was available to assist me. A
file review indicates that this was the first time the Division of Water Quality (DWQ) had inspected this
facility. See the enclosed inspection checklist. A discussion of issues that emerged during the
inspection are found below:
1. The current permit was issued November 1, 2012 and will expire October 31, 2017, The permit
was produced during the CEI.
2. The Stormwater Pollution Prevention Plan (SPPP) was reviewed during the inspection. The
plan was reviewed and updated within the last year and found to be fully in compliance. The
site plan showed SDO#2 which has been eliminated due to grading and the construction of a
concrete wall. All flow from the site flows to SDO#1. The elimination of SDO #2 was agreed
to by me and Mr. Santiago during the inspection, as well as Mr. Rush (during a subsequent
phone call) and noted by the facility and DWQ.
3. Qualitative Monitoring is being done as required by the permit. The monitoring results were
available and reviewed during the CEI.
4. The facility is currently conducting monthly monitoring --- a Tier 2 response action of the
Analytical Monitoring Requirements of the permit. Mr. Santiago and I observed the incoming
stormwater and Mr. Rush and I spoke on the phone concerning the possibility of stormwater
containing Lead coming from off site. Mr. Rush agreed to additional sampling to attempt to
isolate the lead influence of the stormwater.
NorthCarolina
,Naturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: www.ncwaterquality.org 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity)Affirmative Action Employer — 50% Recyeled/10% Post Consumer Paper

Always Buying Scrap, Inc. Compliance Evaluation Inspection
Page 2
If there are any questions or comments about this inspection, or the sampling to determine the origin of
the lead found in your sample results, please contact me at 919-791-4200 or david.parnellQncdenr.gov.
Sincerely,
Dave Parnell
Environmental Senior Specialist
Raleigh Regional Office
cc: RRO/SWP Files
Central Office Files
Enclosure: Inspection checklist for United Salvage and Auto Inc. dated Apri119, 2012

Compliance Inspection Report
Permit: NCG100201 Effective: 11/01/12 Expiration: 1013V17 Owner: Always Buying Scrap Inc
SOC: Effective: Expiration: Facility: Always Buying Scrap, Inc.
County: Durham 2210 Kate St
Region: Raleigh
Durham NC 27703
Contact Person: David Rush Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 05/01/2013
Primary Inspector: David R Parnell
Secondary Inspector(s):
Certification: Phone:
Entry Time: 09:30 AM Exit Time: 11:00.AM
Phone: [phone]
Reason -for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Used Motor Vehicle Parts Stormwater Discharge COC
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit: NCG100201 Owner -Facility: Always Buying Scrap Inc
Inspection Date: 05/01/2013 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Ctnrmwalar Pn1hifinn Prcvantinn Plan Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
■
❑
❑
❑
# Does the Plan include a General Location (USGS) map?
■
❑
❑
❑
# Does the Plan include a "Narrative Description of Practices"?
■
❑
❑
❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
■
❑
❑
❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
■
❑
❑
❑
# Has the facility evaluated feasible alternatives to current practices?
■
❑
❑
❑
# Does the facility provide all necessary secondary containment?
■
.❑
❑
❑
# Does the Plan include a BMP summary?
■
❑
❑
❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
■
❑
❑
❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
■
❑
❑
❑
# Does the facility provide and document Employee Training?
■
❑
❑
❑
# Does the Plan include a list of Responsible Party(s)?
■
❑
❑
❑
# is the Plan reviewed and updated annually?
■
❑
❑
❑
# Does the Plan include a Stormwater Facility Inspection Program?
■
❑
❑
❑
Has the Stormwater Pollution Prevention Plan been implemented?
■
❑
❑
❑
Comment: The site map shows SDO#2, but with grading and construction of a
concrete wall, there is no longer any flow to that outfall location. Currently there is only
one outfall - SD0#1.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ■ ❑ ❑ ❑
Comment:
Analytical Monitoring Yes No NA Nrz
Has the facility conducted its Analytical monitoring? ■ ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ■ ❑
Comment: The facility is currently sampling monthly as it is on Tier 2. Discussed with
Dave Rush and Jimmy Santiago strategies for determining if high lead results are
coming from offsite.
Permit and Outfalls
# Is a copy of the Permit and the Certificate of Coverage available at the site?
# Were all outfalls observed during the inspection?
# If the facility has representative outfall status, is it properly documented by the Division?
Yes No NA NE
❑❑❑❑
❑ ❑ ❑ ❑
❑ ❑ ❑ ❑
Page: 3

Permit: NCGl00201 Owner- Facility: Always Buying Scrap Inc
Inspection Date: 05101/2013 Inspection Type: Compliance Evaluation Reason for Visit: Routine
# Has the facility evaluated all illicit (non stormwater) discharges?
Comment:
Page: 4

ASA
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
David Rush
Always Buying Scrap Inc
2210 Kate St
Durham, NC 27703
Dear Permittee:
Division of Water Quality
Charles Wakild, P. E.
Director
December 4, 2012
Dee Freeman
Secretary
Subject: NPDES Stormwater Permit Coverage Renewal
Always Buying Scrap, Inc.
CDC Number NCG100201
Durham County
In response to your renewal application for continued coverage under stormwater General Permit NCG100000
the Division of Water Quality (DWQ) is forwarding herewith the reissued General Permit. This permit is
reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between the state of North Carolina and the U.S. Environmental Protection Agency, dated October
15, 2007 (or as subsequently amended).
The following information is included with your permit package:
• A new Certificate of Coverage (COC)
• A copy of General Permit NCG100000
• A copy of the Technical Bulletin for the General Permit
• Two copies of the Discharge Monitoring Report (DMR) Form
• Two copies of the Qualitative Monitoring Report Form
The General Permit authorizes discharges of stormwater, and it specifies your obligations for discharge
controls, management, monitoring, and record keeping. Please review the new permit to familiarize yourself
with all the changes in the reissued permit. Your facility has six (6) months from the time of receipt of the
permit to update your current 5PPP to reflect all new permit requirements.
The first sample period of your permit begins January 1, 2013. Your facility must sample a "measureable
storm event" beginning during the periods beginning January 1 and July 1 of every year (or, if applicable,
report "No Flow," as outlined in Part III, Section E). Also, please note that Tier 3 Actions in Part II of your
permit are triggered by benchmark exceedances on four occasions beginning on the effective date of this
permit and do not count prior exceedances.
The more significant changes in the General Permit since your last CDC was issued are noted either in the
Draft Permit Fact Sheet that accompanied the public notice (http:Z/portal.ncdenr.org/web/wq/ws/su/current-
notices), or in the Response to Comments / Summary of Changes and Technical Bulletin documents that are
posted on the Stormwater Permitting Unit's website with the new General Permit. Please visit
http:/Iportal,ncdenr.ort;/web/wq/ws/su/npdessw (click on 'General Permits' tab) to review that information
for your specific General Permit carefully.
1617 Mall Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Prone: 9IM07-63001 FAX- `AH07.6492
Irr'arnet: tiwvw.ncwatergualily. ;a_g
A: Lgr<3i 0pi,irlunity l Affrmai;" ,icti,,n Enr foyer
One
Norffi arolina
;Vaimrallry

David Rush
December 4 2012
Page 2 of 2
Some of the changes include:
Part II:
• Section A: The Stormwater Pollution Prevention Plan (SPPP) section, if applicable, has been updated
to the most current language of our permits. Additional conditions for specific industry sectors have
been added to the SPPP requirements in some cases.
• Sections 8, C: Failure to perform analytical stormwater monitoring may result in the Division requiring
that the permittee begin a monthly sampling scheme.
• Sections 8, C: A lower TSS benchmark of SO mg/I for HQW, ORW, PNA and Tr Waters applies to these
more sensitive waters.
• Sections 8, C. The monitoring parameter Oil & Grease (O&G) has been replaced by the parameter
Total Petroleum Hydrocarbons (TPH) for vehicle maintenance areas, and in some cases, other
analytical monitoring requirements.
• Sections B, C, D: Inability to sample due to adverse weather must be recorded in the SPPP, or in
separate on -site records if your General Permit does not require an SPPP. Adverse weather is defined
in the "Definitions" section of the permit.
• Sections B, C. The term "Representative Storm Event" has been replaced by "Measurable Storm
Event." A measurable storm event is defined in the permit.
• Section D: If the permittee falls to respond effectively to problems identified by qualitative
monitoring, DWQ may require the permittee to perform corrective action.
Please review Parts III and IV to understand the Standard Conditions of your new NPDES General Permit,
including Compliance and Liability, Reporting, Monitoring and Records requirements; Operation and
Maintenance obligations; and Definitions. Please note that all samples analyzed in accordance with the terms
of this permit must be submitted to the Division on Discharge Monitoring Report (DMR) forms available on
the Stormwater Permitting Unit's website above. DMR forms must be delivered to the Division no later than
30 days from the date the facility receives the sampling results from the laboratory. Also note that existing
permittees do not need to submit a renewal request prior to expiration unless directed by the Division.
Your coverage under the General Permit is transferable only through the specific action of DWQ. This permit
does not affect the legal requirements to obtain other permits which may be required by DENR, nor does it
relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law,
rule, standard, ordinance, order, judgment, or decree. If you have any questions regarding this permit
package, please contact the Division's Stormwater Permitting Unit at [phone].
Sincerely,
for Charles Wakild, P.E.
cc: DWQ Central Files
Stormwater Permitting Unit Files
Raleigh Regional Office

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG100000
CERTIFICATE OF COVERAGE No. NCG100201
STORM WATER
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Always Buying Scrap Inc
is hereby authorized to discharge stormwater from a facility located at:
Always Buying Scrap, Inc.
2210 Kate St
Durham
Durham County
to receiving waters designated as Goose Creek, a class WS-IV;NSW waterbody in the Neuse
River Basin in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, 111, and IV of General Permit No. NCG100000 as attached.
This certificate of coverage shall become effective December 4, 2012.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 41h day of December, 2012.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

NCDENR
North Carolina -Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 26, 2010
Mr. David Rush
Always Buying Scrap, Inc.
2210 Kate Street
Durham, NC 27703
Natural Resources
Subject: General Permit No. NCG 100000
Always Buying Scrap, Inc.
COC NCG100201
Durham County
Dear Mr. Rush:
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on February 22, 2010,
we are forwarding herewith the subject certificate of coverage to discharge under the subject state
— NPDES general permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate ofcoverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to stream
buffers, from portions of this site that have been constructed after July 22, 1997, must be
discharged through a correctly designed level spreader or another device that meets diffuse flow
requirements per 15A NCAC 213 .0233. Diffuse flow requirements are described in Chapter 8 of
the North Carolina Stormwater BMP Manual, available at:
htt alh2o.enr.state.nc.us/su/bm forms.htm.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land Resources,
Coastal Area Management Act or any other federal or local governmental permit that may be
required.
If you have any questions concerning this permit, please contact Robert Patterson at
telephone number [phone].
Wetlands and Stormwater Bra nch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NorthCarol ina
Location: 512 N. Salisbury 5t. Raleigh, North Carolina 27604 ���������
Phone: [phone] l FAX: [phone] Customer Service: 1-877-623-6746
Internet: www.ncwalerquality.org
An Eaual 000ortunity 1 Affirmative Action Emolover

Mr. David Rush
Always Buying Scrap, Inc.—NCG100201
February 26, 2010
ORI INAL SIGNED BY
S i ncere KEN PICKLE
for Coleen 1-I. Sullins
cc: Raleigh Regional Office, Mack Wiggins
Central Files
Stormwater Permitting Unit Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG100000
CERTIFICATE OF COVERAGE No. NCG100201
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Always Buying Scrap, Inc.
is hereby authorized to discharge stormwater from a facility located at
Always Buying Scrap, Inc.
2210 Kate Street
Durham
Durham County
to receiving waters designated as a UT of Goose Creek, a class WS-IV; NSW water in the Neuse
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, 111, IV, V, and VI of General Permit No. NCG100000 as
attached.
This certificate of coverage shall become effective February 26, 2010.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 26"' day of February, 2010. ORIGINAL SIGNED BY
KEN PICKLE
for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

NCG IO0201
Map Scale 1:15, 000
Always Buying Scrap, Inc.
Always Buying Scrap, Inc.
Latitude: 35' 58' 47" N
Longitude: 78' 52' 35" W
County: Durham
Receiving Stream: UT of Goose Creek
Stream Class: WS-IV; NSW
Sub -basin: 03-04-01 (Neuse River Basin)
Facility Location

ALWAYS BUYING SCRAP, INC.:
2210 Kate St. • Durham, NC 27703
(888) 4UR-JUNK
August 15, 2001
NC Division of Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Attn: Mack Wiggins,
Some of our levels were high (lead, sediment, ethylene glycol).
We have identified the source of the problems. We had three large piles of
dirt and concrete broken that we had excavated to form out our concrete. We
have since paid to have the dirt and broken concrete hauled away. Please find
copies of enclosed receipts.
The lead levels can be attributed to us cutting the lead off of lead covered
copper cable to be able to sell the copper at a higher price. The lead coating was
cut off with a gas powered chop saw, and although we did sweep up afterwards,
there could have been remnants of lead dust on the concrete surface that washed
out with the rainwater.
We also have found some minor leaking of anti -freeze under some of the
junk cars that were processed for the shredder. We never remove radiators as a
matter of policy in an effort to avoid leaking anti -freeze, however, some leakage is
perhaps inevitable.
faX [phone] www.alwaysbuyingscrap.com [e-mail]

ALWAYS BUYING SCRAPS INC.:
2210 Kate St. a Durham, NC 27703
(888) 4UR-JUNK
We propose to solve the problem by keeping all the processed cars in one
area and watch the pile closely for leakage so that it can be cleaned up faster
should leakage occur. If this fails to solve the problem, we will resort to draining
anti -freeze. I suspect that this would increase the possibility of spills rather than
reduce it, and would prefer the more benign method of watching it first.
It is our understanding that we need to test monthly until we get to
acceptable levels three times. We would like to appeal to the state to allow us to
test again, and if it comes out clean to resume testing twice a year.
Testing is expensive and we would rather spend our money preventing
pollution than detecting it, if possible ie: buy more oil -dry and brooms, etc.
Please let us know if the NCDENR would find this acceptable.
T an you.
Dave Rush, President
fax [phone] www.alwaysbuyingscrap.com [e-mail]

0
0
DATE D r
HAULER TRK #
l
CUSTOMER NAME
ADDRESS
PHONE
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GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
Cell: 919-519-5876
TIME
TYPE OF SALE CASH CHARGE
PROJECT NAME OR NUMBER
DELIVERY ADDRESS
TYPE OF AGGREGATE `"`�"°'—d`` AMOUNT IN TONS
NO. OF LOADS DEL.
DELIVERY NEEDED DATE TANDEM
STARTING TIME TRI-AXLE
ENDING TIME QUAD
PRICE QUOTED
SPECIAL {NSTRUCTIONS
4
a
FOREMAN
DRIVER

i
GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
Cell: 919-519-5876
DATE ! 7 4��C? ` r TIME
HAULER TRK #�
CUSTOMER NAME
ADDRESS
PHONE
TYPE OF SALE CASH CHARGE
PROJECT NAME OR NUMBER
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TYPE OF AGGREGATE
NO. OF LOADS DEL.
DELIVERY NEEDED DATE
STARTING TIME
ENDING TIME
AMOUNT IN TONS
TANDEM
TRI-AXLE
c QUAD
PRICE QUOTED-
i
SPECIAL INSTRUCTIONS
FOREMAN DRIVER

GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
Cell: 919-519-5876
TIME
DATE
HAULER TRK
( CUSTOMER NAMEJJ
k-
ADDRESS
PHONE
TYPE OF SALE CASH CHARGE
PROJECT NAME OR NUMBER
DELIVERY ADDRESS
TYPE OF AGGREGATE AMOUNT IN TONS
OF P
114%il LOADS DEL. —
TANDEM
DELIVERY NEEDED DATE
STARTING TIME
17 TRI-AXLE
ENDING TIME QUAD
PRICE QUOTED
SPECIAL INSTRUCTIONS -
FOREMAN - -DRIVER

GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
Cell. 919-519-5876
DATE TIME
HAULER TRK #
r
CUSTOMER NAME
ADDRESS � �- �'R , �• -'
PHONE
TYPE OF SALE . CASH CHARGE
PROJECT NAME OR NUMBER
DELIVERY ADDRESS
TYPE OF AGGREGATE
NO. OF LOADS DEL.
DELIVERY NEEDED DATE
AMOUNT IN TONS
TANDEM
STARTING TIME TRI-AXLE
ENDING TIME
PRICE QUOTED
SPECIAL INSTRUCTIONS
17 QUAD
FOREMAN DRIVER

GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
} Durham, IBC 27704
Cell: 919-519-5876
DATE „% '* ._ ; f
TIME
HAULER TRK 9
CUSTOMER NAME
ADDRESS
PHONE
TYPE OF SALE 4 CASH'
CHARGE
PROJECT NAME OR NUMBER
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TYPE OF AGGREGATE
AMOUNT IN TONS
-1
NO. OF LOADS DEL. -
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GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
Cell: 919-519-5876
DATE �� L
HAULER TRK #
CUSTOMER NAI
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PHONE
TYPE OF SAL' �CASWH�
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PROJECT NAWIE OR NUMBER
DELIVERY ADDRESS
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DELIVERY NEEDED DATE
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PRICE QUOTED OZ
SPECIAL INSTRUCTIONS
TANDEM
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FOREMAN DRIVER

GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
Cell: 919-519-5876
DATE /1 -� TIME
HAULER TRK # 0
CUSTOMER NAME
ADDRESS
PHONE
TYPE OF SALE CA CHARGE
PROJECT NAME OR NUMBER'-' -�
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DELIVERY NEEDED DATE �7ANDEM
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SPECIAL INSTRUCTIONS, -
FOREMAN DRIVER

GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
Cell: 919-519-5876
�+ c1
DATE C) TIME
HAULER TRK 4
CUSTOMER NAME
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PHONE
TYPE OF SALE CASH
PROJECT NAME OR NUMBER
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TYPE OF AGGREGATE Vv�l"n��,z� ? �C AMOUNT IN TONS
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STARTING TIME 1___! TRI-AXLE
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SPECIAL INSTRUCTIONS�z - - —
FOREMAN DRIVER

GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
Cell: 919-519-5875
DATE �J t l- ~-[ 1 - - - - - TIME
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FOREMAN DRIVER

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TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
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SPECIAL INSTRUCTIONS
11 TRI-AXLE
17 QUAD
FOREMAN DRIVER

GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
Cell: 919-519-5876
DATE _ �L _ TIME
HAULER TRK # ^�
CUSTOMER NAME "tt- E'IK:020
ADDRESS
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TYPE OF SALE CASH CHARGE
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DELIVERY NEEDED DATE
STARTING TIME
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c TANDEM
c TRI-AXLE
ENDING TIME QUAD
PRICE QUOTED
SPECIAL INSTRUCTIONS
FOREMAN DRIVER

GEORGE HARRIS
TRUCKING SERVICES
724 Berwyn Avenue
Durham, NC 27704
Cell. 919-519-5876
DATE— ["3 i T L TIME
HAULER TRK #
CUSTOMER NAME���t�
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VJ Ax�A�G .
r
! Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
1pe,41'N
Permit No.: NICK?! 1 1 � 101; 91 I 1 or Ce ficate of Coverage No.: NIGJ 1 G/ Ir1�/
Facility Name: �i,.i r i �� S � f 3
J; County:. JWF AM :_. _ Phone No.
Inspector: wg _ s
Date of Inspection: 1
13y this 5ignature,lliertify`that � .report is accurate and complete to the best of my knowledge:
(Signature of Perfruttee or Designee)
1. Outfall Description
Outfall No. Structure (pipe, ditch, etc.) -
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color
Describe the color of the
dark) as descriptors:
3. Odor
Describe artp-
etc.)
4. Clarity
using basic colors (red, brown, blue, etc.) and tint (light, medium,
-r 1A of
that the discharge may have (i.e., smells strongly of oil, weals chlorine odor,
Choose the number which best describes the clarity of the discharge where 1 is clear and 10 is very
cloudy:
r
1 2 3 4 5 6 7 8 9 1_0
Page 1
10
S WU-242-020705

S. Floating Solids
Choose the number which best describes the amount of floating solids in the stormwater discharge where
1 is no solids and I is the surface covered with floating solids:
F"
T' 2 3 4 5 6 7 8 9 10
6. Suspended Solids
Choose the number which best describes the amount of suspended solids in the stormwater discharge
where 1 is no solids and 10 is extremely muddy:
1 2 3 4 5 [ 6) :7 '8 9' 10-
7. Foam
Is there any foam in the stormwater discharge? Yes . No
8. Oil Sheen
Is there an oil sheen in the stormwater discharge? Yes o,
9. Deposition at Outfall
Is there deposition of material (sediment, etc.) at or immediately below the outfall? Ye No
10. Erosion at Outfall
Is there erosion at or immediately below the outfall? Yes (No !
11. Other Obvious Indicators of StormE,ater Pollution
List and describe ---- -
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, deposition or erosion maybe
indicative of conditions that warrant further investigation and corrective action.
Page 2
5 WU-242-020705

GENERAL PERMIT NO. NCG100000
CERTIFICATE OF COVERAGE NO. NCG10
STORM -WATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
0ciaC1(
FACILITY NAME
PERSON COLLECTING SAMPLES c�tG ,ld k tf3 _
CERTIFIED LABORATORY E1M CCi Lab #
Lab it
Specific Monitoring Requirements:
SAMPLES COLLECTED DURING CALENDAR YEAR:
(This monitoring report is due at the Division no later than 30 days from
the date the facility receives the sampling results from the laboratory.)
COUNTY_ QU 1 %,c.
PHONE NO. 1 c j-- j 4 9-1
PLEASE SIGN ON THE REVERSE 4
Outfall
No.
Date
Sample Collected,
mo/dd/yr
00530
00400 1
01051
00556
78141,
77023
Total'Suspended
Solids,
m
pH,
Standard units
Lead, Total
Recoverable,
mg&m
Oil :end Grease,
mg/L
Total Toxic
Organics,
Ethylene Glycol,
mg/L
Benchmark
-
100
Within 6.0 — 9.0
0.03
30
1.
lit
;Vote: If you report a sampled value in excess of the benchmark value, or outside the benchmark range for pH, you must implement Tier I or Tier 2 responses.
See General Permit text.
STORM EVEN HARACTERISTICS:
Datwvet
(first event sampled)
Totecipitation (inches): _
Date (list each additional event sampled this reporting period, and rainfall amount)
Total Event Precipitation (inches):
Mail Original and one copy to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
SWU-251-031308
Page 1 of 2

urposes of this permit the definition of Total Toxic Organics is that list as stated in Appendix D, Table II of Chapter 40 Code of Federal Regulations (CFR) Part 122.
flies that incorporate a solvent management plan into the Stormwater Pollution Prevention Plan may so certify, and the requirement for TTO monitoring may be waived. The
nt management plan shall include a list of the total toxic organic compounds used and the other elements listed in the General Permit. For those facilities electing to employ the
monitoring waiver, the discharger shall sign the following certification statement!
"Based upon my inquiry of the person or persons directly responsible for managing compliance with the permit monitoring requirement for total'toxic organics (TTO), I
certify that to the best of my knowledge and belief, no dumping of concentrated toxic organics into the stormwater or areas which are exposed to rainfall or stormwater
runoff has occurred since filing the last discharge monitoring report. I further certify that this facility is implementing all the provisions of the solvent management plan
included in the Stormwater Pollution Prevention Plan."
GU; C� �fuS �
Name (Print name)
Title P;int title) `
1
-7a 6/I j
( rg re j V VIV VWZ,/ J (Date)
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information suhmitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief,
true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including
the possibility of flues and imprisonment for knowing violations."
(Sig `ature of Pe mi tee) (Date)
-41.
S WU-251-031308
Page 2 of 2

Environmental Conservation Laboratories, Inc.
102-A WoodwiAs Indusdlal Court
Cary NC, 27511
Phone: [phone] FAX: [phone]
Tuesday, July 26, 2011
Always Buying Scrap (AL020)
Attn: Dave Rush
2210 Kate Street
Durham, NC 27703
RE: Laboratory Results for
Project Number: [none], Project Name/Desc: Stormwater
ENCO Workorder: C106234
Dear Dave Rush,
Enclosed is a copy of your laboratory report for test samples received by our laboratory on
Friday, July 8, 2011.
Unless otherwise noted in an attached project narrative, all samples were received in
acceptable condition and processed in accordance with the referenced methods/procedures.
Results for these procedures apply only to the samples as submitted.
The analytical results contained in this report are in compliance with NELAC standards, except
as noted in the project narrative. This report shall not be reproduced except in full, without
the written approval of the Laboratory.
This report contains only those analyses performed by Environmental Conservation
Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from
outside organizations will be reported under separate cover.
If you have any questions or require further information, please do not hesitate to contact me.
Sincerely,
Bill Scott
Project Manager
Enclosure(s)
www.encolabs.com
The total number of pages in this report, including this page is t2,

�co
www.encolabs.com
SAMPLE SU MARY LABORATORY CHRONICLE
Client ID; Stormwater
Lab ID: C106234-01
Sampled: 07/07/11 16:00 Received: 07/08/11 12:20
Parameter
............................................
Hold Date/Tm*(s)
Prep Date/Time(s)
- --------- --- ----------------
Analysis Date/Tin►e(s)
---- --------- ---------
EPA 1664A
08/04/11
07/19/11
10:30
7/20/2011 14:11
EPA 200.7
01/03/12
07/11/11
10:08
7/12/2011 11:53
EPA 8015C
07121/11
07/13/11
10:21
7/13/2011 13:05
SM 2540D
07/14/11
07/13/11
13:55
7/13/2011 13:55
SM4500-H/B
07/07/11 16:14
07/13/11
12:49
7/13/2011 12:49
Page 2 of 12

ce-MY00)
www.encalabs.00m
SAMPLE DETECTION SUMMARY
!tent ID: Stom water
Lab ID: C106234-01
Anatyte
Resutts
Flag MDL PQL
Units
Method Notes
................. .. ...... .........
Ethylene Glycol
------------------------------------
56
­- ---- ............
4.1 10
..............
mg/L
--........... .......
EPA 8015C
Lead -Total
1.32
0.0019 0.0100
mg/L
EPA 2001
Oil & Grease (HEM)
58.0
3.00 5.00
mg/L
EPA 1664A
pH
8.7
1.0 l-0
pH Units
SM4500-H/B Q
Total Suspended Solids
1600
1.0 1.0
mg/L
SM 2540D
Page 3 of 12

, Fw. uco
www.encolabs.com
ANALYTICALRE5ULT5
Description: Stormwater Lab Sample ID: C106234-01 Received: 07/08/11 12:20
Matrix: Water Sampled: 07/07/11 16:00 Work Order: C106234
Project: Stormwater Sampled By: Dave Rush
Metals by EPA 200 Series Methods
-------------- -- ............... ...... ....... ...... ........... -------
^ - ENCO Cary r-Pfied analyte (NC 5911
Analyte rCAS Numberl gesuJU flag upjy4 QE MDL M& Uto Memod Analyzed fy Notes
Lead [7439-92-1) ^ 1.32 mg/L 1 0.0019 11.Or00 1G11013 EPA 200.7 07/12,111 11:53 JDH
Page 4 of 12

Description: Stormwater
Matrix: Water
Project: Stormwater
Lab Sample ID: C106234-01
Sampled- 07/07/ 11 16:00
Sampled By: Dave Rush
Ce uco
www.encolabs.com
Received: 07/08/ 11 12: 20
Work Order: C106234
Classical Chemistry Parameters
---------- ----------------------- --------------------------- --- ----- -------------------------............
- ENCO Cary c&br&d widlyle (NC 591]
AnalyW LCAS Number] Resulyg Elm units 1f MDL lI& 1 NeUiod Analyzed am N
pN (ECL-0062) ^ 8.7 pH unrts 1 1.0 1.0 LG13D25 SM45WNB 07/13/11 12:49 KU Q
Total Suspended Solids (ECL-0169] ^ 1600 mg/L 1 1.0 1.0 LG13D29 SM 254M 01/13/11 13:55 KU
Page 5 of 12

www.encolabs.com
Description: Stormwater Lab Sample ID: C106234-01 Received: 07/08/11 12:20
Matrix: Water Sampled: 07/07/11 16:00 Work Order: C106234
Project: Stormwater Sampled By: Dave Rush
Non -Halogenated Volatile Organidby GC
^ ENCO la-k5nmi1le rerhfied awW INC 4421
AnalAe 1CAS Numbed Results Ew Units Qf MR KU Daub llethod Anatyzed ROWS
Ethyrene Glycol [107-21-1] ^ 56 M91L 1 4.1 t0 tG13009 EPA 8015C 07/13/11 13:05 LAC
Page 6 of 12

ENCO
www.encolabs.com
Description: Storrnwater Lab Sample ID: C106234-01 Received: 07/08/11 12:20
Matrix: Water Sampled: 07/07/11 16:00 Work Order: C106234
Project: Stormwater Sampled By: Dave Rush
Classical Chemistry Parameters
^ - FNCOJaekW"yFk Cer~anaW INC 4421
Analgte FCAS Numbed Results fin 11111.1M PF MBS Batch Method Auk & Note8
Oil & Grease (HE14) [C-00071 ^ SILO Mg/L 1 5.00 1G1901)9 EPA 1664A 07/20111 14:11 ]NS
This report relates only to the sample as reoNwed by the laboratory, and may only be reproduced in full.
Page 7of12

QUALM CONTROL
Metals by EPA 200 Series Methods - Quality Control
Batch IGIIOI3 - EPA 3005A
ClC0
www.encolabs.com
Blank (I1331013-BLKI)
Prepared: 07/11/2011 10:08 Analyzed: 07/12/2011 10:50
Spike source %REC
'RPD
Analyte
Result Flag
MRL
Units
Level Result .' %REC Limits RPD
Limit Notes
Lead
0.002 U
0.01
mg/L
LCS (1G11013-BSI)
Prepared: 07/11/2011 10:08 Analyzed: 07/12/2011 10:52
::.
Spike Source :.%REC
^RPD'
Analyte r
Result Flag
MRL
Units
Level Result ..` %REC . <Limits- RPD
Limit Notes
Lead
0.6
0.01
n19tL
0.5w 112 W120
'--.......... ------------------------
Matrix Spike (IG11013-MS1)
--...............
.--------------
-'--
.................. ...............................................
Prepared: 07/11/2011 10:08 Analyzed: 07/12/2011 10:58
Source,CLOSS36-01
Spike Source %REC
RPD
Analyte
Result -
Flag
MRL
Units
Level Result %REG Limits RPD
Limit
Notes
Lead
0.6
0.01
mg/L
0.500 0.002 U 112 75-125
............. ---------- ...............................................
Matrix Spike Dup (IG11013-MSDI)
......................................... .-------
Prepared: 07/11/2011 10:08 Analyzed: 07/12/2011 11700
I -----------------
Source: C105836-01
Spike Source '%REC'.
RPD,
lAnalyteResult
Flag
ag
MRL'
Units
Level Result „` %REC ` r' Lirrlits' " RPD
Limit •
>Notes . .
Lead
0.6
0.01
mg/L
0.500 0.002 U 111 75-125 0.2
20
Post Spike (1G11013-PSI)
Prepared: 07/11/2011 10:08 Analyzed: 07/12/2011 11:02
Source: C105836-01
Spike. Source %REC?"
RPD .
Analyte
Result'
Flag
MRL
Units
Level Result %REC ' ; Limits RPD
Limit
Notes
Lead
---------.............................
1.0
--'--'--'-
.................
0.01
m9/L
..-.----------
1.00 0.0001 103 80-120
-......... --...................... .-----------
------------_
Classical Chemistry Parameters - Quality Control
Balch 1613025 - NO PREP
LCS (IG13025-BSI)
Prepared & Analyzed: 07/ 13/2011 12:49
..Spike source%REC :'
RPD'.
Analyte
Result
Flag
MRL
Units
Level `Result %REC `''Limits RPD
'Limit
Notes
PH
7.0
1.0
---.................................
pH Units
7.00 101 99-101
-......... --
-..-----..----------
-------------................
Dupllcate (IG13025-0UP1)
-------
....
-----.............
Prepared & Analyzed: 07/13/2011 12:49
Source: C104908-01
Spike Source .. %REC
RPD
Analyte
Result Flag.
MRL
Units
Level Result %REC `,'Limits
RPD Limit Notes
PH
5.8
1.0
pH Units
5.7
1 25
Batch 1613029 - NO PREP
Blank (1G13029-BLKI)
Prepared & Analyzed: 01/13/2011 13:55
Spike, Source � A° REC
RPD
Analyte .
Result Flag
MRL-
Units
Level Result %REC, .: ' Limits '
RPD ' Limit. Notes
Total Suspended Solids
....................
1.0 U
-- ... ----------------------
1.0
mg/L
------ ----- ................ ---..-------
---------------------
Page 8 of 12

QUALITY CONTROL
Classical Chemistry Parameters - Quality Control
(E�eo_
www.encolabs.com
Batch IG13029 - NO PREP
LCS (1G13029-BSI) Prepared & Analyzed: 07/13/2011 13:55
Spike .Source, 0%REC RPD,
Analyte Result flag MRL Units Level Result %RECy Limits RPO Limit Notes
Total Suspended Soids 92 1.0 mg/L 80.0 115 90-122
..... -......................... -.........................I----------------------- ----- ...------- -
Duplicate (1G13029-DUPl) Prepared & Analyzed: 07/13/2011 13:55
Source: C106234-01
Spike Source %REC
RPD
Analyte -
Result
Flag
MRL
Units
Level Result ' %REC 'Limits RPD:
Limit Notes
Trial Suspected Solids
1600
1.0
mg/L
1600 3
25
...................................................................
".............
QUALITY
--.........................................
CONTROL
Non -Halogenated Volatile Organics by GC - Quality Control
Batch IG13009 - NO PREP ANALY7D(
Blank (1G13009-BLKI)
Prepared: 07/13/2011 10:21 Analyzed: 07/13/2011 12:10
Spike Source %REC
RPD
Analyte
Result
' Flag
MRL
Units
Level Result' . %REC Limits 'RPD
Limit Notes
Ethylene Glycol
4.1
U
10
mg/L
LCS (IG13009-BSI)
Prepared: 07/13/2011 10:21 Anayzed: 07/13/2011 12:21
Spike Source %REC
RPD ..
Anaiyte
Result
Flag
' MRL
' 'Units
Levels' Result': %REC' Limits' ' RPD"
Limit""' . NoteS''
Ethylene Glycol
92
10
mg/L
100 91.8 70-130
-'--'--'--'--'-------------- "----
Matrix Spike (1G13009-MS1)
--.............
-..........
--------
----- -------.................................. --
Prepared: 07/13/2011 10:21 Analyzed: 07/13/2011 12:32
....... ..........
Source: B103348-01
Spike Source %REC
RPD
Analyte
Result ,
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
EthyleneG"
110
10
mg/L
100 25 82.2 70-130
'--'-----------'--'..............................'-.--.----'-'--..................------------'------------------..............
Matrix Spike Dup (1G13009-MSD1)
Prepared: 07/13/2011 10:21 Analyzed: 07/13/2011 12:43
--" ......
Source:B103348-01
Spike Source %REC
RPD
Analyte
Result
Flag
MRL
Units
Level Result, %REC limits ' RPD
Limit
Notes
EthyleneGlyml
100
10
mg)L
100 25 74.6 70-130 7.27
25
Classical Chemistry Parameters - Quality Control
Batd1 1619009 - EPA 1664A
Blank (1G19009-8LK1)
Prepared: 07/19/2011 10:30 Anayzed: 01/20/2011 14:11
lAnalyto
Spike Source %REC ..
RPD
Result
Flag
MRL
Units
Level Result. %REC Limits RPD
limit
Notes
Oil & Grease (HEM)
5.00
U
5.00
mg/L
.I..'..............-'--'----------------------------------------------------------------------------------------
LCS (LG19009-BSi)
" ------------------------
Prepared: 07/19/2011 10:30 Analyzed: 07/20//2011 14:11
Spike • Source %REC
RPD -
Analytic
Result
Flag
MRL
Units
Level. Result %REC Limits RPD
Limit
Notes
Page 9 of 12

QUALITY CONTROL
Classical Chemistry Parameters - Quality Control
Batch IG19009 - EPA 1664A
ce NkS co
www.encolabs.com
LCS (LG19009-651) Continued Prepared: 07/19/2011 10:30 Analyzed: 07/20/2011 14:11
Spike Source %REC RPD
Analyte Result Flag u MRL Units'' "- 'Level 'Result '"' %REC Limits RPD f:.tlmit Notes
Oil & Grease (HEM) 34.8 5.00 mg/L 42.1 83 78-114
Matrix Spike (IG19009-MSI)
Prepared: 07/19/2011 10:30 Analyzed: 07/20/2011 14:11
Source: 5102617-01
Spike Source %REC RPD
IAnatyte Result Flag MRL Units Level Result, %REC Limits RPD Limit Notes .
Oil & Grease (HEM) 35.7 5.00 mg& 41.3 5.00 Ll 86 78-1 r4
Matrix Spike Dup (1GI9009-MSD1)
Prepared: 07/19/2011 10:30 Analyzed: 07/20/2011 14:11
Source: 6102617-01
Spike Source %REC RPD
IAnalyte'
Result Flag MRL Units Level Result %REC Limits RPD Limit Notes
Oil & Grease (HEM) 36.6 5.00 MWL 41.6 5.00 U 88 78-114 2 18
Page 10 of 12

CeNS PE
www.encolabs.com
FLAGS/NOTES AND DIEFINUIONS
B The analyte was detected in the associated method blank.
D The sample was analyzed at dilution.
I The reported value is between the laboratory method detection limit (MDL) and the laboratory method
reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable.
U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable.
E The concentration indicated for this analyte is an estimated value above the calibration range of the
instrument. This value is considered an estimate.
MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is
based on the low point of the calibration curve, when applicable, sample preparation factor, dilution
factor, and, in the case of soil samples, moisture content.
ND The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable.
Q Analysis performed outside of method - specified holding time.
Page I I of 12

1,
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ENVIRONMENTAL CONSERVATION LABORATORIES CHAIN -OF -CUSTODY RECORD www.encolabs.cam
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG100000
CERTIFICATE OF COVERAGE No. NCGIO0201
STORM WATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Always Buying Scrap, Inc.
is hereby authorized to discharge stormwater from a facility located at
Always Buying Scrap, Inc.
2210 Kate Street
Durham
Durham County
to receiving waters designated as a UT of Goose Creek, a class WS-IV; NSW water in the Neuse
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, 111, IV, V, and VI of General Permit No. NCG100000 as
attached.
This certificate of coverage shall become effective February 26, 2010.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 261" day of February, 2010.
ORIGINAL SIGNED 9
KEN PICKLE
for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

NCGl00201
Map Scale 1:15, 000
Always Buying Scrap, Inc.
Always Buying Scrap, Inc.
Latitude: 350 58' 47" N
Longitude: 780 52' 35" W
County: Durham
Receiving Stream: UT of Goose Creek
Stream Class: WS-IV; NSW
Sub -basin: 03-04-01 (Neuse River Basin)
Facility Location

ALWAYS BUYING SCRAP, INC.!
2210 Kate St. • Durham, NC 27703
(888) 4UR-JUNK
October 24, 2011
NC Division of Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Attn: Mack Wiggins:
Please find enclosed report from our most recent storm water runoff test.
We're a little puzzled as to the PH levels. Enco Labs said that due to sample
preservation laws there is no chance of a mistake. Jim Azarello from Durham City
Storm water came after the sampling to do his own test and the PH was normal. I
have no way to explain the results other than a typographical error. We will
purchase a PH test kit and monitor frequently.
Our lead levels are still high, although improved. All lead is now stored
indoors and lead acid batteries are covered. I believe that any lead in the water
at this point is residual and expect the levels to get better on the next test.
tyou,
Dave Rush
fax [phone] www.alwaysbuyingscrap.com [e-mail]

Patterson, Robert
From: Wiggins, Mack
Sent: Wednesday, February 24, 2010 10:52 AM
To: Patterson, Robert
Subject: RE: NCGl00201 - Always Buying Scrap, Inc.
Proceed to issue Robert. Thanks. Mack
From: Patterson, Robert
Sent: Wednesday, February 24, 2010 10:40 AM
To: Wiggins, Mack
Subject: NCGl00201 - Always Buying Scrap, Inc.
Mack,
Please see N01 attached.
We have received an application for coverage of an existing facility under NCG 10 from Always Buying Scrap, Inc. The
facility drains to a UT of Goose Creek (class WS-IV; NSW) in Durham (Durham County). No haz waste. Does the RRO
have any concerns about issuing this facility a COC for this general permit? 4
Thanks!
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 (Mailing)
512 N. Salisbury St, Raleigh, NC 27604 (Location & Parcels)
[phone] Phone j [phone] Fax
Email: robert.patterson(_r),ncdenr. og_v
Website: http://h2o.enr.state.nc.us/su/stormwaterhtm]
*Please consider the environment before deciding to print this email*
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

Parcels Identify Results
NewTaxlD:
114571
PIN:
0831-19-61-6338
SUM ACRE:
1.619
TaxMa Num:
154 -08-018 -
USERINT:
OWNAMI:
ALWAYS BUYING SCRAP INC
OWNAM2:
OWADRI:
2210 KATE ST
OWADR2:
OWADR3:
OWCITY:
DURHAM
OWSTA:
NC
OWZIPA:
27713
SPLITTAXDIS:
SPLITTAXDEC:
LAND USE:
475
LANDUSE DESC:
COMI SALVAGE YARD
EXEMPT CODE:
LAND VALUE:
64760
BLDG VALUE:
5571
TOTAL VALU:
70331
DEED BOOK:
006380
DEED PAGE:
000420
PLAT BOOK:
19
PLAT PAGE:
30
DATE SOLD:
20091209
SALE PRICE:
65000
SUBD DESC:
NIA - NO SUBDIVISION
OWNER NAME:
ALWAYS BUYING SCRAP INC
OWNER ADDR:
2210 KATE ST
SITE ADDRE:
2210 KATE ST
Date: 2/17/2010
Time: 12:03:08 PM
Page 1

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infe"ation depicted hereon In for reference purpose only and Is COMPIled from the best avgilAbit 90umes, The City at DurftantMurfiarn County assumes no responsibility for arrars arising from use or MISUM of this map,
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,.' FEMA Cross Section Lines
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tinformatiorn depicted hereon Is far reference purposes only and is compiled from the twal available sources. The City of DurfusmViDurharn County Assmes no responsibility for errors arising from use or misuse ON this m&P-
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