NCG160053_MONITORING INFO_20140619

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
w L&
DOC TYPE
❑ HISTORICAL FILE
( MONITORING REPORTS
DOC DATE
❑ �� y �Ip I
YYYYM M D D

STORMWATER DISCHARGE OUTFALL (SDO)
ANNUAL SUMMARY DATA MONITORING REPORT (DMR)
Calendar Year aol,
General Permit No. NCG160000
Certificate of Coverage No. NCG16❑o ❑O S❑©n'';:a,
This monitoring report summary is due to the DWO Regional Office no later than 30 days from the date
the facility receives laboratory sampling results from the final sample of the calendar year.
Facility N
County:
Phone Number:
Total no. of SDOs monitored .2-
Outfall No.
Is this outfall currently in Tier 2 (monitored monthly)?
Was this outfall ever in Tier 2 (monitored monthly) during the past year?
If this outfall was in Tier 2 last year, why was monthly monitoring discontinued?
Enough consecutive samples below benchmarks to decrease frequency ❑
Received approval from DWQ to reduce monitoring frequency ❑
Other F-
Yes ❑ No [9
Yes ❑ No4
outfall
Total Rainfall, inches:
00530
00400
00556
TSS, mg/L
pH, s.u.
Total Petroleum
Hydrocarbons, mg/L
Benchmark
N/A
.100
6.0 — 9.0
15
Date Sample Collected,
mo/dd/yr
�
t
N
�a V1.1
R 1;�.111 11_? 1:
II AI 191 onu, leu•
SW U-25ONCG16-051709

Additional Outfall Attachment
Outfall No. a
Is this outfall currently in Tier 2 (monitored monthly)? Yes ❑ No
Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes ❑ No Q
If this outfall was in Tier 2 last year, why was monthly monitoring discontinued?
Enough consecutive samples below benchmarks to decrease frequency ❑
Received approval from DWQ to reduce monitoring frequency ❑
Other ❑
r. '.
_:.: 00530 .:
.00400:. ,.
00556
TSS, mg/L .
-;;•pH, s u
Total Petroleum °
j.
Outfall
Total Rainfall, inches
Hydrocarbons, mg/L
Benchmark
N/A
100
6.0 - 9.0
15,
Date Sample Collected,
°
rrio/dd/yr'`
f•q f u
s7
.'r-
39L.8
20
S.00
S W U-250NCG 16-051709

" 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 submitted. 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 fal§elrfprmation, including tape possibility of fines and imprisonment for knowing violations."
Signature
Date G
Mail Annual DMR Summary Reports to:
DWO Reqional Office Contact Information;
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
2090 US Highway 70
Swannanoa, NC 28778
[phone]
3800 Barrett Drive
Raleigh, NC 27609
[phone]
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
[phone]
943 Washington Square Mall
Washington, NC 27889
[phone]
1617 Mail Service Center
Raleigh, NC 27699-1617
[phone]
610 East Center Avenue/Suite 301
Mooresville, NC 28115
[phone]
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
[phone]
/"� ,.:�ap!eserve�pro!ec!
�'' &rfcerU;grjce
SW U-250NCG 16-051709

S!f.�cn C•'orpomtion
GI R-
_
r 1E1E7NQ
twcorp cpm
August 23, 2010
Raleigh Regional Office
3800 Barrett Drive
Raleigh NC 27609
Subject: DMR Summary Report
S. T. Wooten Corporation
Sims Asphalt Plant
Permit # NCG160453
Dear Sir or Madam,
Enclosed is the storm water out fall monitoring report for Sims Asphalt.
Should you require further information, please give me a call
Office 252-291-5165
Cell 919-868-9209
Cell 252-290-5912
Email james.washburn n stwcorp.com
Sincerely,
S. T. Wooten Corporation
i� - --
ames Washburn
Environmental Compliance Manager

(' .I ) ., . .. II

STORMWATER DISCHARGE OUTFALL (SDO)
ANNUAL SUMMARY DATA MONITORING REPORT (DMR)
Calendar Year �o/o
General Permit No. NCG160000
Certificate of Coverage No. NCG16❑o ©❑S ®❑
This monitoring report summary is due to the DWQ Regional Office no later than 30 days from the date
the facility receives laboratory sampling results from the final sample of the calendar year.
Facility Name: S T' /t.�OTF�% C�cLP del%
County: lW1,4SCAl
Phone Number: (o2i2) ,290 - S4i2 Total no. of SDOs monitored 2.
Outfall No. /
Is this outfall currently in Tier 2 (monitored monthly)? Yes ❑ No.®
Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes ❑ No
If this outfall was in Tier 2 last year, why was monthly monitoring discontinued?
Enough consecutive samples below benchmarks to decrease frequency ❑
Received approval from DWQ to reduce monitoring frequency ❑
Other ❑
Outfall 1_
Total Rainfall, inches
00530
00400
00566
TSS, mg/L
pH, s.u.
Total Petroleum -
Hydrocarbons, mg/L
Benchmark
N/A
100
6.0 - 9.0
15
Date Sample Collected 1
m0/dd/yr
Po 0 1 3s k: It rtil r tt15�t i
�t1�� �a i�
�. in .� 5.3,. �Ni
.a. ..4 :d+
Q� t:p*^V'�gk t
1 �M�
4.1 dp%t
.u.,f. .l.. +fii.
'U t3fT(.ai""Y "z
�I�� ��*�yy
C:
:VY` Lr �f..l
kh��^$�r� ail l"q�d li tl�n��M��
�is'"`'R gS f4 AI 11 t St
b.d, 1._ .fi eL.e�'S..t .�. _fit t,F:A-.�°•.'�.�
• / - Oo
.7S
.3y.S
8.0
<S.00
n
I
AUG 3 1 2010
_ „rice
S W U-250NCG 16-051709

Additional Outfall Attachment
Outfall No. .2
Is this outfall currently in Tier 2 (monitored monthly)? Yes ❑ No 20
Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes ❑ No &
If this outfall was in Tier 2 last year, why was monthly monitoring discontinued?
Enough consecutive samples below benchmarks to decrease frequency ❑
Received approval from DWQ to reduce monitoring frequency ❑
Other ❑
outfall L
Total Rainfall, inches
00530
00400
00556
TSS, mg/L
pH, s.u.
Total Petroleum
Hydrocarbons, mg/L
Benchmark
N/A
'100
6.0 - 9.0
15
Date Sample Collected,
mo/ddl Yr
xr a 6 to
� t!.(±
al•. �'.x.. �
#C
r — -, �i
`fi t
�+ s.r i•C
ia`- 3 yi fl ti' qii� !k
t `� � y.. tF'.. at7�` d� ,i raa ..tad+e '`tk.,:
004
S
a ,ao
SWU-250NCG16-051709

" 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 submitted. 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 infognation, including the pcAsibility of fines and imprisonment for knowing violations."
Signature
Date
Mail Annual DMR Summary Reports to:
DWQ Regional Office Contact Information:
Asheville Office ......
(828) 2964500
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
(919) 7914200
Washington Office ...
[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Swannanoa, NC 28778
[phone]
3800 Barrett Drive
Raleigh, NC 27609
[phone]
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Systel Building Suite 714
Fayetteville, NC 28301-5043
[phone]
943 Washington Square Mall
Washington, NC 27889
[phone]
1617 Mail Service Center
Raleigh, NC 27699-1617
[phone]
Mooresville, NC 28115
[phone]
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
[phone]
"1b preserve, protect
andenbance
( North carolirte's water... °
SWU-250NCG16-051709

(D Microbae Laboratories /ne,
Southern Testing & Research Division
3809 Airport Drive. Wilson, NC 27896
Phone: [phone] • Fax: [phone]
Website: www.southerntestinacom
CHAIN OF CUSTODY
and Analyses Request
Page of
0 Lab Use Only
!otRush Approval By: IDate/Time:
IDe:
Original Report To:
Contact Person:
rSample #
Acct. # Tr p �rt / /�- t
mil/-1i�i'�`:
phoned
": ;'ys,4i/.: [i%T,>.,:•
t
Rec'd on Ice,
�f.
Temp: 0 ✓ Res. Cl. pH: r
Address:
_
I❑Yes❑ No
`I
,�/i
Invoice Address:
Fax # or Email
SAMPLING CHARGES:
t
:�t% i- �C7 i, -;`�'
f �i ,.I �..:7 [; '.�
rTims:_
Milea e: Other r
Sampled B >.� �
Project ID:
__ __
�{jg .
Analyses Requested 1
Requested Turnaround Time
_
01 Normal (2 weeks) ❑ Rush (3-5 days)'
PO #u STRL QUOTE #
Z ti�
CF
❑ Emergency Rush (ASAP)
f
' ADDITIONAL CHARGES WILL APPLY
`(-'- ` -
s s
1•'
CALL FOR APPROVAL
Client Requested q ested Due Date:
`a �O HOC` W�0 J
Item Stan End Comp Grab Sample
p
# Date/Time Daterrime Type..
Description/Sample Marks
�OQ ��2 `Qr5
' Q
-i.?-`
,-�Y/1,, 5
/ //
. /s 5.,
_
N-1
----------------------
----------------------
----------------------
c
----------------------
----------------------
----------------------
----------
----------
.__________
l
RELINQUISHED
BY
DATEfTIME
-RECEIVED
BY
DATERIME
NOTES:
`
/+
2
3
Field Res. Cl.: Field Conductivity: Field Temp: J7�'O Field pH: - i; / �, i Field D.O.:
.. O BE USED FOR REGULATORY COMPLIANCE PURPOSES? ❑ YES ❑ NO
�'�
IF YES, WHICH REGULATORY AGENCY:
e for C� d
ivoe

STORMWATER DISCHARGE OUTFALL (SDO)
GENERAL PERMIT NO. NCGI60000
DISCHARGE MONITORING REPORT (DMR)
CERTIFICATE OF COVERAGE NO. NCG16[99a]© SAMPLES COLLECTED DURING CALENDAR YEAR: a2009
(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.)
FACILITY NAME S mS /�sP/�� r- COUNTY Gy /,- sal(/
PERSON COLLECTING SAMPLES PHONE NO. 0796 - 5 9/2
CERTIFIED LABORATORY Lab # !/•�
Lab #. -3 MiV
Monitoring Requirements
Outiall
No.
" Date
Sample, Collected,
mo/dd/ -
Total Rainfall,'
mches-:
: Total Suspended Solids, mg/1
_ ;tpH , a' _
1 :Standard units . ;,
Total Petroleum Hydrocarbons, mgA _.
a ^> tEPA Mettiod 1664' SGT-HE
Benchmark'
:100all
' If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit.
Mail original and one copy to:
Division of Water Quality
Attu: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"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 a informati submitted. Based on my inquiry of the person or persons who manage the system, or
those perso nslble for gathering the info on, the luformatlon submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I am aw that there a significant�lties f(r su g false information, including the possibility of "fines and imprisonment for knowing violations." -
SWU-2`.° ,! of I
P, ._ � of

� 1Vlicrobac
® Microbac Laboratories, Inc. Pagc I of I
FAYETTEVILLE DIVISION
2592 HOPE MILLS ROAD STATE CERT ID.
FAYETTEVILLE, NC 28306 NC #11
[phone] FAX [phone] NC 437714
R. W. SANDERS, VICE PRESIDENT USDA #3787
http://xvww.microl)ac.com GMail: [e-mail]
CHEMIS I KY ' MK:KUI3IULU(;Y ' I'UUD NAPE IY ' CUNSUMEK 1'KUDUC IJ
WAI'EK-AIR -WAS I'ES-fUUD•PIIAKMACEU'I ICALS- NU I'KACEU I ICALS
CERTIFICATE OF ANALYSIS
S.T. Wooten Corporation
Date Reported:
12/09/2009
Mr. James Washburn
Date Received:
11/12/2009
Post Office Box 2408
Order Number:
091 1-00839
Wilson, NC 27894
Invoice No.:
69919
Customer #:
6227
Sample Date:
11/12/2009
Permit No.
Sample Time:
10:15
Sampler: Washburn
Subject: Stormwater Sample - 42 Sims Asphalt
SNIP Test Method Result Date Time Tech
s,. d°"�P.,,t,u h... v., ., N. a< rr1 " 5 £' ty ,. `I• r
OIL & GREASE (HEM) EPA 1664 A
SOLIDS, TOTAL SUSPENDED SM 2540 D
<5.00 mg/L 12/07/2009 10:00 DCR
24.0 mg/L 11/18/2009 13:30 ARS
RESPECTFULLY SUBMITTED:
MICROBAC LABORATORIES, INC.
Thank you for your business. We invite j,ourfeedback on our level of service to you. Please contact the Laboratory Director, Ron Sanders at 910-864-1920, Robert Alorgan,
COO, at rmorgannnnicrobac.corn or 'Trevor Boyce, CEO, at tboyreQmicrobac. coon with any comments or suggestions.
LAB CODES: NIT) = None Detected N/F = None Found <= Less than > = Greater than Est. = Estimated
MEMBER
The data and other information contained is this, and other accompanying singdocuments, represent only the sample(s) analyzed a t Is e rendered r upon the .L�
condition that it is not to be reproduced whdN or in part for advertising or oNer Nooses widrout written approval from the Laboratory. �
USDA-EPA-NIOSH Testing Food Sanitation Consulting Chemical and Microbiological Analyses and Research

S.T. Wooten Corporation
Mr. Butch Lawler
Post Office Box 2408
Wilson, NC 27894
Permit No.
Sampler: Washburn
Microbac Laboratories, Inc.
vage i of I
FAYETTEVILLE DIVISION
2592 I-IOPE MILLS ROAD
STATE CERT ID.
FAYETTEVILLE, NC 28306
NC #11
[phone] FAX [phone]
NC #37714
R. W. SANDERS, VICE PRESIDENT
USDA 93787
http://www.nucrobac.com 1---Mal [e-mail]
CERTIFICATE OF ANALYSIS *Corrected*
Date Reported:
11/26/2009
Date Received:
11/12/2009
Order Number:
0911-00828
Invoice No.:
69622
Customer #:
6227
Sample Date:
11/12/2009
Sample Time:
10:00
Subject: Stormwater Sample - # 1 Sims Asphalt
SMP Test Method Result Dale Time Tech
PIPE
"TOn r
001,.,,�.$�MS'��U�B�ISi�a��Ca�ab� i�.,�a- ` h � �.o:.- ''AA , f :, a�r"su-N. S' Imo, r;� r?� 'F�,tiza r �,�:,.,. i 0, . ),� ; ! r tiP ..'�;;
OIL & GREASE (HEM) EPA 1664 A <5.00 mg/L 11/20/2009 10:00 DCR
SOLIDS, TOTAL SUSPENDED SM 2540 D 34.5 mg/L 11/18/2009 13:30 ARS
** = Correction to TSS on 12108109; Incorrect valuepreviously reported due to
0/erial/typographical error.
RESPECTFULLY SUBMITTED:
MICROBAC LABORATORIES. INC.
Thank you for 1,our business. We invite your feedback on our level of service to you. Please contact the Laboratop, Director, Ron Sanders at 910-864-1920 , Robert ,Horgan,
COO, at rmorgan0a microbac. cam or Trevor Bayce, CE0, at tboyee@almicroboc. con, with any comments or suggestions.
LAH CODES; N/D = None Detected N/F = None Pound <= Less than > = Greater than Est. = Fstimated
The dam and other information contained on this, and other accompanying documents, represent only the sample(s) analyzed and is rendered upon the MEMBER
condition that it is not to be reproduced wholly or in part for advertising or other purposes without written approval tram the laboratory.
USDA-EPA-NIOSH Testing Food Sanitation consulting chemical and Microbiological Analyses and Research Ax

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Q3 125,000-Gallon Diesel Fuel Oil AST O9 55-Gallon New/Used Oil Drums (16) sediment
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QS 8,000-Gallon Gasoline AST © Electrical Transformer (168 gallons)
© 20,000-Gallon Diesel Fuel Oil AST © 150-Gallon Used Oil AST i
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GREEN POND ROAD
LEGEND
SURFACE RUNOFF AMOM
Figure2. Site Plan
DIRECTION
STWooten Corporation
Sims, NC Asphalt Plant
wro c•�oxc July 2013 60299269

Applications
' Utility Cuts, Overlays & Edge Repairs
EZ STREET cold asphalt can be utilized as a permanent trench patching
material if proper installation procedures are followed. As with any
material, optimum placement of a well compacted, solid, unyielding
base is imperative under the EZ STREET material in order to avoid
trench failure that can result from settling, rutting, or shoving.
EZ STREET cold asphalt should be placed in maximum 2" lifts
with each lift receiving proper compaction. Best performance will
be realized if a vibratory steel wheel roller is utilized to achieve
compaction following the application of each material lift. In cases
where a steel wheel roller will not fit into the trench for compaction of
the initial material lift(s), a plate compactor should be used. Use of a
vibratory steel wheel roller is the preferred mode of compaction for all
material lift(s), especially the final or top lift on all trench applications.
EZ STREET cold asphalt can be expected to consolidate up to 40%
before maximum density is achieved . When installing a 2" lift, EZ
STREET cold asphalt should be placed approximately i" higher than
the desired finished surface level prior to compaction insuring that
the trench contains sufficient EZ STREET material after optimum
compaction is achieved.
Applications
Manholes, Water Valves & Drains
EZ STREET cold asphalt can serve as a permanent material
around manhole covers, water valves, drains, and catch basin
grates if installed properly. Achieving adequate compaction
should be the primary focus for these applications as the
hardware can cause significant compaction obstacles and
may tend to shift under traffic. Because it is difficult to obtain
maximum compaction densities around metal lids, rings, and
grates, it is recommended that the EZ STREET material be left
slightly higher than the surrounding hard surface in order to
accommodate secondary
compaction as a result
of traffic flow. Again,
EZ STREET cold asphalt
should be applied and
compacted in maximum
2" lifts with each lift
receiving adequate
compaction effort.

FAQ's
How do I apply EZ STREET cold asphalt to a pothole filled
with water?
Just throw EZ STREET cold asphalt directly into the water filled hole.
EZ STREET cold asphalt will displace the water. Then, compact the EZ
STREET cold asphalt with a shovel or car tire. Leave a slight crown on
the patch because it will compact a little more as traffic goes over it.
How long does EZ STREET cold asphalt stay workable in a
stockpile?
EZ STREET cold asphalt is guaranteed to stay workable in a stockpile
for at least 6 months in a 50-ton pile stacked 6' high. But we've had
smaller stockpiles last over a year outside. If you leave the stockpile
undisturbed for a long period of time, a protective crust may form
over the pile. This is a built-in mechanism to prevent premature
hardening of your stockpile. If this happens, simply have your loader
"fluff up" the material prior to loading the truck. This will rejuvenate
the EZ STREET cold asphalt.
What's so special about the EZ STREET bag?
The EZ STREET bag is made of durable poly -vinyl that helps prevent
breakage — a first in the industry. EZ STREET cold asphalt lasts for at
least a year in the bag.
How long after applying EZ STREET cold asphalt does traffic
have to be diverted?
EZ STREET cold asphalt is ready for traffic the instant you throw it in
the hole. In fact, many EZ STREET users keep bags in their trucks so
when they come across a pothole they can just throw it in the hole
and let traffic compact it.
Does EZ STREET get harder to work with as the temperature
gets colder?
All EZ STREET mixes are custom designed for a region's broader
climatic conditions. So, if your geographic region is experiencing its
normal winter temperatures, then EZ STREET cold asphalt should
be designed to work relatively easy in that environment. Generally
though, the colder it gets, the stiffer the material becomes to
work with.
Potholes
EZ STREET cold asphalt can be used very successfully in patching any
pothole. For most patches, simply placing the EZ STREET material
in the pothole and compacting with a shovel, hand tamp, or wheel
rolling with a vehicle will suffice. When possible, it is best to clean
foreign debris from the pothole utilizing a broom or compressed
f; air; however, it is not required. The application of tack coat is not
necessary and is discouraged, as it is "built-in". If the pothole is full
of water, EZ STREET cold asphalt can be placed without removing the
water and the material will still compact, bond, and provide adequate
performance. EZ STREET cold asphalt is also designed for "throw and
go" applications to be left for traffic to provide compaction. However,
as with any repair product, the life expectancy of the repair is relative
to the preparation and care taken in placing the material. Typically,
EZ STREET material should be left higher than the surrounding hard
surface in order to accommodate secondary compaction resulting
from traffic flow. The expected secondary compaction is relative to the
depth of the pothole. Most premium asphalt sealing and crack filling
materials are compatible with EZ STREET cold asphalt and can be
applied effectively after a brief curing period, as with hot mix asphalt.

News General Information
The Asphalt Contractor
Even hand -applying the hot mix left crews with the dilemma of how
to compact without driving heavy rollers on the cut. Betzner found
that his crews could use a cold mix, such as the EZ Street® product,
as the top course at any time of the night, and not compromise the
curing concrete beneath. To address time concerns, Flint Construction
crews, with the help of representatives from EZ Street Co., Miami,
performed a test section for GDOT. They poured concrete into the
utility cut, gave it some time to cure, then used a wheel loader to
shovel EZ Street cold mix asphalt on top. After luting and raking,
crews did light rolling to smooth the surface. "What the EZ Street
did for us on this project was it allowed us to pour concrete," says
Betzner. "Then later in the morning, we'd take the roller and roll it,
make it smooth, then break down traffic control and go away."
w.
REPRINTED WITH PERMISSION FROM THE ASPHALT CONTRACTOR MAGAZINE OCTOBER ZDDI
EZ STREET is a ready to use, high performance, polymer modified,
cold asphalt capable of providing a cost effective, simple and
permanent solution to a variety of applications including but not
limited to potholes, utility cuts, joint repairs, outer edge repairs,
surface patches (level course), and even small overlays. EZ STREET cold
asphalt is similar in appearance and performance to quality hot mix
asphalt and can be utilized in any weather condition (rain or shine,
hot or cold). EZ STREET cold asphalt has an extended stockpile life
while retaining excellent workability. It requires no tack coat, can be
used to patch both asphalt and concrete surfaces, and can even be
applied in water! EZ STREET cold asphalt can be opened immediately
to traffic making it perfect for those inevitable "throw and go"
situations. Proper installation is the key to the longevity of any paving
application. The following is a brief guide to help ensure that the
maximum performance is achieved from the application of EZ STREET
cold asphalt.
Material Temperature and Compaction
EZ STREET cold asphalt can be applied when air temperatures are
between 0°F and 100°F; however, EZ STREET cold asphalt will be most
pliable, workable, and compactable at air temperatures ranging from
507 to 907.. In the winter months, warming of the EZ STREET material
prior to application via a "hot box", heated dump bed, or patching
truck is quite acceptable; although, it is imperative that the material
temperature does not exceed 125°F. To insure optimum performance
EZ STREET cold asphalt should be applied and compacted in 2"
maximum lifts. A vibratory steel wheel roller will always provide
optimum results and performance, however, steel wheel or pneumatic
rollers, compactor plates, wheel rolling, and hand tamping are also
acceptable methods of compaction. Over compaction is rarely
an issue.
Available
in bulk
& 50 lb.
bags
EZ 5TREETO and the EZ STREET Logo are regisered trademarks of The EZ Street Company. a Copyright 2009

It really is EZ! dews
EZ STREET is a polymer -modified cold asphalt
guaranteed to permanently repair potholes, utility
cuts, overlays, and edge repairs in asphalt or
concrete. EZ STREET cold asphalt is currently being
used by State DOT's across the country in bulk and
bag form. Not only does EZ STREET cold asphalt
work in ALL weather conditions, it even works in
water. EZ STREET cold asphalt is easy to apply and
requires no mixing or tack coat.
No matter the location, the weather, or the time
of day, EZ STREET cold asphalt is quick, effective,
permanent, and requires minimal labor for
installation. Simply sweep the area, fill the area
with EZ STREET cold asphalt and compact with a
shovel or car tire. It really is EZI
Journal News
m (211M 0®
�y=a® We may soon be driving on EZ
Streel
THE JOURNAL NEWS, FEBRUARY 2005
Popular Mechanics
Can this product make repairing
your driveway downright easy?
You'll have to decide that for
yourself, but we'll put it this way,
it has the potential to make the
job a lot easier It's called EZ Street,
and it consists of 35 pounds of
blended sand, stone, asphalt and
polymer resins packed neatly in
a tear -resistant plastic bag with a
rope handle. Open the resealable
bag, dump out the contents, and
pack it down. One bag will cover
3 sq. ft. to a depth of 1 in. You
can apply it in any weather and
even in a pothole with water in it.
After it's compacted, it can handle
traffic immediately.
REPRINTED BY PERMISSION OF
POPULAR MECHANICS MAGAZINE
THE HEARST CORPORATION. ALL
RIGHTS RESERVED. POPULAR
MECHANICS IS A PUBLICATION OF
HEARST MAGAZINES, A UNIT OF THE
HEARST CORPORATION.
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COLD ASPHALT
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