NCG500354_complete file-historical_20160922

Water Resources
ENVIRONMENTAL QUALITY
9/22/2016
Phillip Tarsovich, President
Slurry Pavers Inc.
1277 Mountain Rd
Glen Allen, VA 23060
Subject: NPDES Compliance Evaluation Inspection
Permit No. NCG500354
Slurry Pavers — Morehead City
Carteret County
Dear Mr. Tarsovich:
PAT MCCRORY
Uman"r
DONALD R. VAN DER VAART
9ecrrmrn
S. JAY ZIMMERMAN
RECEIVED
SEP 28 Mb
CENTRAL FILES
DWR SECTION
Dircrmr
A Compliance Evaluation Inspection of the Slurry Pavers — Morehead City NPDES Permit NCG500354 was
conducted by Helen Perez and David Powell from my staff on September 7, 2016. This inspection was conducted
to verify that the facility is operating in compliance with the conditions and limitations specified in Permit No.
NCG500354 entitled "Water Compliance Inspection Report".
If you have any questions concerning this report, you may contact him at the letterhead contact information or
via email at [e-mail].
Sincerely,
c
James regson, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Enclosure
Cc: David Callahan (via email)
Wilmington Regional Office—NCG500354
Central Files, Water Quality Section
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.ncdenr.gov
An Equal Opportunity \ Affirmative Action Employer— Made in part by recycled paper

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES ydmo/day Inspection Type Inspector Fac Type
1 U 2 15 1 3 I NCG500354 I11 12 16/09/07 117 18 [�j 19 I ! I 201
211 1 1 1 1 1 I I I I II 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I II 1 1 1 I I r6
Inspection
Work Days Facility Self -Monitoring Evaluation Rating 61 QA ------Reserved---- --
67
7013 I 71 I N I 72 UN 73' L (74 75 Ill 1 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
10:00AM 16/09/07
15/10/13
Slurry Pavers - Morehead City
107 Arendell St
Exit Time/Date
Permit Expiration Date
Morehead City NC 28557
11:15AM 16/09/07
20/07/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
///
Name, Address of Responsible OfficiaVTitle/Phone and Fax Number
Contacted
David Callahan,107 Arendell St Morehead City NC 28557/Acting Facility
Manager/252-269-8872/2522223339 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Flow Measurement Operations & Maintenance N Records/Reports
Facility Site Review Laboratory Storm Water
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
David Powell Non Discharge Compliance Unit//910-79
Helen I Perez WIRO WQ//910-796-7387/
Signatur of`Mannaagement Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES yr/mo/day Inspection Type (Cont.) , 1
31 NCG500354 I11 12 16/09/07 117 18 1,.1
Section D: Summary of Finding/Comments (Attach additional -sheets of narrative and checklists as necessary)
Helen Perez and David Powell from the Division of Water Resources (DWR), inspected the
NCG500354 permit at this facility on September 7, 2016. Pictures were taken of site and documents
during inspection. The previous manager didn't leave the files where Mr. Callahan, the new
management, could find them last year. So, it has been about a year since last inspection and Mr.
Callahan has all the required documentation and lab work as stated in the boiler blowdown part of this
permit. Please continue to do this for any future inspections that may be required.
The boiler operations are pretty much the same as stated in the 2015 inspection. The facility has a
boiler which blows down about once every 24 hours. An oxygen scavenger, a polymer, and a
streamline agent are still used in the boiler water. MSDS were available on site. Had a copy of the new
permit and COC which expires July 31, 2020.
June 9, 2015 first lab results with new management. Boiler blowdown water is pH adjusted with
Sulfuric acid and is recirculated in a tank to allow for cooling and proper pH adjustment. They have a
pH probe for process control on the addition of Sulfuric acid. Monitoring requirement in Part 1 of the
permit are done by EnviroChem Laboratories, and a copy of their 2015 Lab Certification was available
in files. COD, pH, and temperature. Residual Chlorine <20 ug/l on 9/18/16. The water is allowed to
cool in the tank while its pH adjusted, then it is discharged into a drain which has an oil/water separator
at the end and a valve, which allows water to cool again for discharging. About 1000 gallons a day
estimated flow.
Logs available for discharging, which include date, time stop/start, initials of discharge operator, and pH
at the time. Trough or drain from adjustment tank to oil/water separator has been cleaned out as good
as to be expected. An oil absorbing "Pom Porn", as they are called in the industry, is at the head of the
oil/water separator to help catch any storm water runoff oil as well as to keep sediment from blocking
the oil/water separator. There was no foam or oil sheen on water surface.
Page#

Permit NCG500354
Inspection Date: 09107/2016
Owner - Facility: Slurry Pavers - Morehead City
Inspection Type: Compliance Evaluation
Operations & Maintenance
Is the plant generally clean with acceptable housekeeping?
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: Facility looks well maintained.
Permit
(If the present permit expires in 6 months or less). Has the permittee submitted a new
application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to all areas for inspection?
Yes No NA NE
■
❑
❑
❑
❑
❑
■
❑
Yes No NA NE
❑ N ❑ ❑
❑ ❑ ■ ❑
❑ ❑ ■ ❑
■❑❑❑
■ ❑ ❑ ❑
Comment: . Facility is inside State Port at Morehead City. ID's must be ran for background check and
signed in with a escort during inspection.
Record Keeping
Yes No NA NE
Are records kept and maintained as required by the permit?
0
❑
❑
❑
Is all required information readily available, complete and current?
0
❑
❑
❑
Are all records maintained for 3 years (lab. reg. required 5 years)?
❑
0
❑
❑
Are analytical results consistent with data reported on DMRs?
❑
❑
0
❑
Is the chain -of -custody complete?
❑
❑
❑
Dates, times and location of sampling
❑
Name of individual performing the sampling
❑
Results of analysis and calibration
❑
Dates of analysis
❑
Name of person performing analyses
❑
Transported COCs
❑
Are DMRs complete: do they include all permit parameters?
❑
❑
0
❑
Has the facility submitted its annual compliance report to users and DWQ?
❑
❑
❑
0
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator
❑
❑
❑
on each shift?
Is the ORC visitation log .available and current?
❑
❑
❑
Is the ORC certified at grade equal to or higher than the facility classification?
❑
❑
❑
Is the backup operator certified at one grade less or greater than the facility classification?
❑
❑
❑
Is a copy of the current NPDES permit available on site?
❑
❑
❑
0
Page# 3

Permit NCG500354
Inspection Date: 09/07/2016
Record Kee aing
Facility has copy of previous year's Annual Report on file for review?
Owner - Facility. Slurry Pavers - Morehead City
Inspection Type: Compliance Evaluation
Yes No NA NE
❑ ❑ D ■
Comment: Facility has a NCG500354 general permit for boiler blowdown. Laboratory results done by
EnviroChem State Certified Lab.
Flow Measurement - Effluent
# Is flow meter used for reporting?
Is flow meter calibrated annually?
Is the flow meter operational?
(If units are separated) Does the chart recorder match the flow meter?
Comment: Estimated flow is 1000 gallons a day.
Laboratory
Are field parameters performed by certified personnel or laboratory?
Are all other parameters(excluding field parameters) performed by a certified lab?
# Is the facility using a contract lab?
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
Celsius)?
Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/- 0.2 degrees?
Incubator (BOD) set to 20.0 degrees Celsius +/-1.0 degrees?
Yes No NA NE
❑ ❑ N ❑
❑ ❑ N '❑
❑ ❑ ■ ❑
❑ ❑ ■ ❑
Yes No NA NE
❑ ❑ ❑ ■
❑ ❑ ❑ ■
Comment: Laboratory results done by EnviroChem State Certified Lab. pH meter for process control
onsite.
Page# 4

North Carolina Department of Environmental Quality
Pat McCrory, Governor
Donald R. van der Vaart, Secretary
October 13, 2015
Mr. Philip Tarsovich
Slurry Pavers, Inc.
3617 Nine Mile Rd
Richmond, VA 23223
Subject: Renewal of General Permit NCG500000
Slurry Pavers - Morehead City.
Certificate of Coverage NCG500354
Carteret County
Dear Permittee:
The Division has renewed the subject General Permit. In response to your request for an updated
Certificate of Coverage (CoC), the Division hereby issues the updated version of NCG500354 under General
Permit NCG550000. It is issued pursuant to the requirements of North Carolina General Statue 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].
If any parts, measurement frequencies or sampling requirements contained in this General Permit
are unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, the certificate of coverage shall be final and binding.
Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require modification or revocation and reissuance of the certificate of coverage.
Contact the Wihnington Regional Office prior to any sale or transfer of the Permitted facility.
Regional Office staff will assist you in documenting the transfer of this CoC
This permit does not affect the legal requirements to obtain any other State, Federal, or Local
governmental permit that may be required. If you have any questions concerning the requirements of the
General Permit, please contact Charles Weaver of the NPDES staff [919 807-6391 or
charles.weaverpncdenn gov].
Sine Sly,
for S. Jay Zimmerman, r
Division of Water Resources
cc: Wilmington Regional Office
NPDES file
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet: www.ncwaterqualRy.org
An Equal Opportunity/Affirmative Action Employer -501/o Recycled/10% Post Consumer Paper

J A
' 1
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
GENERAL PERMIT NCG500000
CERTIFICATE OF COVERAGE NCG500354
DISCHARGE OF NON -CONTACT COOLING WATER, COOLING TOWER AND BOILER
BLOWDOWN, CONDENSATE, EXEMPT STORMWATER, COOLING WATERS ASSOCIATED
WITH HYDROELECTRIC OPERATIONS, AND SIMILAR WASTEWATERS UNDER THE
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,
Slurry Pavers, Inc.
is hereby authorized to discharge from a facility located at
Slurry Pavers - Morehead City
107 Arendell St
Morehead City
Carteret County
to receiving waters designated as the Newport River Restricted Area (Morehead City Harbor), a
class SC stream in subbasin 03-05-03 of the White Oak River Basin in accordance with the effluent
limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV
hereof.
This certificate of coverage takes effect October 13, 2015.
This Certificate of Coverage shall remain valid for the duration of the General Permit.
Signed this day October 13, 2015
for Jay Zimmerman, Directok"110—_.__
Division of Water Resources
By Authority of the Environmental Management Commission

�vRRr
PAVEas, i#c.
3617 Nine Mile Road
Richmond, Virginia 23223
[phone]
June 4, 2015
RECEIVED/DENRIDWR
NC DENR / DWR / Water Permitting Section JUN 19 2015
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 Water Quality
Attn: Charles Weaver Permitting Section
Re: General Permit NCG 500000
Permit Renewal of Existing Certificate of Coverage: (CoC) NCG500354
Slurry Pavers-107 Arendell Street, Morehead City, NC (Carteret County)
Dear Mr Weaver,
Enclosed please find the renewal application and supporting data for our Certificate of Coverage
NCG500354 which falls under General Permit NCG500000. Although the permit does not expire until
July 31, 2015, due to our internal recordkeeping error, this application is late as it is being submitted
after the required 180 day minimum for submission. I apologize for the lateness of the application. We
moved our home office in February of 2013 and evidently did not update the NCDENR permit section.
We never received the renewal notice which I'm sure was sent to our old address. Please update the
system to the new address noted above or provide me with a log in pin and I will update the system. In
addition, unfortunately the individual responsible for maintaining permit records, the onsite manager of
the facility, passed away earlier this year, which also contributed to our missing the 180 day renewal
submission. No excuses, we should have had all permit renewal dates posted for on time response,
unfortunately this one was missed. Know that it has been entered into our system and that will not
happen again.
This permit is required due to the discharge water created by the boiler system we use to heat our
products. Our Morehead City facility is a bulk asphalt terminal. We receive bulk shipments by barge of
hot liquid asphalt which is stored and shipped by truck transport to end user asphalt and emulsion
plants. At ambient temperature asphalt is a solid. It becomes liquid at elevated temperatures thus we
use the boiler to heat the product to 280-300 degrees Fahrenheit to allow for storage and end use
transfer. The boiler system is designed with heat tubes along transfer lines and within storage tanks.
We obtain our water from the municipal supply provided by the Morehead City system, the same water
supply going to all business and households. The system operates from March through October each

calendar year. The boiler is in operation for 6 days each week during that period. After recycling the
water used in the system several times, excess is released to a blow down tank for temperature and PH
adjustment prior to release into the storm drain. The release each day from the holding tank is 1,000
gallons. The facility is not operated in the winter months so there is downtime starting in October going
through February. The boiler is in operation for 6 days each week during our construction season.
This is a renewal and system information should already be on file however question 4 on the renewal
form requests information about chemistry added to the waste water and instructs the permitted
facility to complete Biocide form 101 and submit it to the Aquatic Toxicology Unit. Know that a small
amount of chemistry is added to the system water to maintain the boiler and if needed the system adds
a small amount of acid back into the blowdown water if the ph needs to be adjusted before release. The
boiler system sensors processes and maintain the water through an internal control panel. I have
included a copy of the boiler system and additives along with the latest release water test for your
review. I have attached a Biocide 101 form which details the additives to the steam water system, a
portion of which eventually go to the release water from the blow down tank. A number of the
calculations could not be completed given the release water system is the Morehead City ship channel, a
tidal basin. Know that I have sent the same information to the Aquatic Toxicology Unit.
Thank you for your attention to this permit renewal request. If you have any questions or need
additional information, please give me a call or email. My direct contact information is noted below.
Sincerely
Phil Tarsovich, Presi ent
Phillip Tarsovich
3617 Nine Mile Road
Richmond, VA 23223
Bus: [phone]
Mobile: [phone]
Bus Fax: [phone]
E-mail: phiRarsov0slurrvoavers.com
Cc:
Div. of Water Resources
Aquatic Toxicology Branch
1623 Mail Service Center
Raleigh, NC 27699-1623
Attn:Susan Meadows

ANTI -MA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder John E. Skvada, III
Governor Director Secretary
NOTICE OF RENEWAL INTENT
[Required by 15A NCAC 02H .0127(d)]; [term definition see 15A NCAC 02H .0103(19) ]
Application for renewal of existing coverage underGeneml Permit NCG500000
Existing Certificate of Coveraee (CoC): NCG500354
(Press Tab to navigate form)
1) Mailing address of facility owner/operator: (address to which all correspondence should he mailed)
Company Name Slurry Pavers, Inc -
Owner Name Slurry Pavers, Inc.
Street Address 3617 Nine Mile Road
City Richmond State VA
Telephone # [phone] Fax # [phone]
Email Address plidtarsov@slarrypaverscom
2) Location of facility producing discharge:
Facility Name Slurry Pavers -Morehead City
Facility Contact David Callahan
Street Address 107 Arendell Street
City Morehead City State NC
County Carteret
Telephone # [phone] Fax # [phone]
Email Address [e-mail]
3) Description of Discharge:
a) Is the discharge directly to the receiving stream?
ZIP RMORMENPMR
JUN 19 2015
Water Quality
Permitting Section
ZIP Code 28557 -
❑ Yes
® No — Please submit a site map with the pathway to the potential receiving waters clearly marked. This
includes tracing the pathway of the storm sewer to the discharge point, if the storm sewer is the only
viable means of discharge.
b) Number of discharge outfalls (ditches, pipes, channels, etc. that convey wastewater front the property):1
Page I of 3

NCG500000 Renewal Application
c) What type of wastewater is discharged? Indicate which discharge points, if more than one.
❑ Non -contact cooling water
® Boiler Blowdown
❑ Cooling Tower Blowdown
❑ Condensate
❑ Other
(Please describe "Other"):
Outfall (s) #:
Outfall (s) #:2
Outfall (s) #:
Outfall (s) #:
Outfall (s) #:
d) Volume of discharge per each discharge point (in GPD):
#001:_ GPD #002:1000 GPD #003:_ GPD #004:_ GPD
4) Please check the type of chemical[s] added to the wastewater for treatment, per each separate discharge
point (if applicable, use separate sheet):
❑ Chlorine ❑ Biocides ❑ Corrosion inhibitors ❑ Algaecide ® Other_ ❑ None
If any box other than None is checked, a completed Biocide 101 Form and manufacturers' information on the
additive must be submitted to the following address for approval:
NC DENR / DWR / Environmental Sciences Section
Aquatic Toxicology Unit
1621 Mail Service Center
Raleigh, NC 27699-1621
5) Is there any type of treatment being provided to the wastewater before discharge? (i.e., retention ponds,
settlingponds, etc.)
❑ Yes - Please include design specifics (i.e., design volume, retention time, surface area, etc.) with submittal
package. Existing treatment facilities should be described in detail.
® No
6) Discharge Frequency:
a) The discharge is: ❑ Continuous ® Intermittent ® Seasonal
i) If the discharge is intermittent, describe when the discharge will occur: once per 24 hour period
ii) If seasonal, check the month(s) the discharge occurs:
❑ Jan ❑ Feb ® Mar. ® Apr ® May ® Jun ® Jul ® Aug. ® Sept. ® Oct. ❑ Nov. ❑ Dec.
b) How many days per week is there a discharge? 6
c) Please check the days discharge occurs: ❑ Sat. ® Sun. ® Mon. ® Tue. ® Wed. ® Thu. ® Fri.
Page 2 of 3

NCG500000 Renewal Application
Additional Application Requirements:
The following information must be included in duplicate [original + 1 copy] with this application or it
will be returned as incomplete.
➢ Site map. If the discharge is not directly to a stream, the pathway to the receiving stream must
be clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.
➢ Authorization for representatives. If this application will be submitted by a consulting
engineer (or engineering firm), include documentation from the Permittee showing that the
consultant submitting the application has been designated an Authorized Representative of the
applicant, per 15A NCAC 02H .0138(bltl).
CERTIFICATION
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Phillip P. Tarsuvich Title: President
(Please review 15ANCAC 02 a or auth ized signing officials)
June 4, 2015
Signature of Applicant Date Signed
North Carolina General Statutes 143-215.613 provides that:
Any person who knowingly makes any false statement representation, or certification in any application, record, report,
plan, or other document filed or required to be maintained under this Article or a rule implementing this Article; or who
knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article;
or who falsifies, tampers with; or knowingly renders inaccurate any recording or monitoring device or method required
to be operated or maintained under this Article or rules of the Commission implementing this Article, shall be guilty of
a Class 2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000). 18 U_S.C_ Section 1001
provides a punishment by a fine or imprisonment not more than 5 years, or both, for a similar offense.
0 0 0 0 0
This Notice of Renewal Intent does NOT require a separate fee.
The permitted facility already pays an annual fee for coverage under NCG500000.
♦ • 0 •
Mail the original and one copy of the entire package to:
NC DENR / DWR / Water Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn: Charles Weaver
Page 3 of 3

Y7T . - .ssusame\
—�� ` scrvr:rcrtn sc tamtm4yc '..�
(
Ca�xu L 3aur..� :;c Hoc
H UBERT
I ,may
uFuca
a
S4.�CURF53ti 'I
`HAVELOCK
[nRo=rssE
- -
�•I
a ,
NEWPORT
UOREEIEAD
el".
_ _-
v®
EMERALD
ISLE
a a Slurry Pavers, Inc.
Mtu tt, 107 Arendell Street
Morehead City, NC 28557
LEGE14D =sc[tR s
11 aar—l-Toml,A.:pm
(D SY,E LOCA1O7t
c cotam.raMMrAenu

Qulrall M2
✓ ivrry Pavers, Ino.
Asphalt Storage Terminal
Arendoll 8t act •
Morehead City, NO 28887
Catch Dwsln; •pltr1
wy...� - m
W111
Dollar Blow Down Tank
'Ong- m " III-
xn•u x .wxxmnxx ! I • • 5P
w �`� prom• a , I �.
p.
1
0
I
�I

BIOCIDE/CHEMICAL TREATMENT
WORKSHEET-FORM 101
The following calculations are to be performed on any biocidal products ultimately discharged to the surface waters of
North Carolina. This worksheet must be completed separately for each biocidal product in use. This worksheet is to be
returned with all appropriate data entered into the designated areas with calculations performed as indicated.
Facility Name Slurry Pavers, Inc- Asphalt Emulsion Ind. Morehead City Terminal
NPDES # NC NPDES NCG500354
Facility ID #1600074 Outfall # 2
County Carteret Morehead City Harbor
Tidal Waters
Receiving Stream Morehead City Harbor 7Q10 N/A (cfs)
(All above information supplied by the Division of Water Quality)
What is the Average Daily Discharge (A.D.D.) volume of the water handling systems to the receiving water body?
A.D.D. = 0.001 (in M.G.D.)
Please calculate the Instream Waste Concentration (IWC in percent) of this discharge using the data entered
above.
(A.D.D.) X 100 _ ( ) X 100 _ NIA o
IWC = (7Q10)(0.646) + (A.D.D) -' ( )(0.646) + ( } �' �0
This value (IWC) represents the waste concentration to the receiving stream during low flow conditions.
What is the name of the whole product chemical treatment proposed for use in the discharge identified in Part I?
Boiler Steam/Water Treatment
Please list the active ingredients and percent composition:
DR g/24hr
Chem Treat BL 1541
7-13 % 2,839
Chem Treat BL 4350
1-5 % 1,297
Chem Treat BL120
60-100 % 1,510
Sulfuric Acid
6-100 1,020
What feed or dosage rate (D.R.) is used in this application? The units must be converted to maximum grams
of whole product used in a 24hr period.
D.R.= See Above grams/24hr period
Please note, fluid ounces (a volume) must be converted to grams (a mass). The formula for this conversion is:
Grams of product = fluid oz. of product X 1 gal. water X 8.34 lbs. X specific gravity of product X 453.59g.
128 fl. oz. 1 gal. water 1 lb.
*The chemistry above is not added to the discharge, it is added to the steam water system automatically by the boiler monitor system.
The boiler produces 17,250 Ibs of steam per hour, generated from 2,315 gal of water per hour with approximately 2,300 gallons of
condensate per hour.
Once per 24 hours the boiler moves 1,000 gallons of water to the holding tank. It is held until temperature and ph are correct before release.
The only -added item to the boiler blowdown holding tank is the acid to adjust ph. That is also automatically added by the boiler monitoring system.

NCG500354
Facility Name: Slurry Pavers, Inc. Morehead City Terminal NPDES #: NC Facility ID #1600074
Estimate total volume of the water handling system between entry of biocidal product and NPDES discharge
point. On an attached sheet please provide justification for this estimate (system volume, average cycles per
blowdown, holding lagoon size, etc.)
Volume= 0.001 million gallons
What is the pH of the handling system prior to biocide addition? if unknown, enter NIA.
N/A
What is the decay rate (D.K.) of the product? If unknown, assume no decay (D.K.=O) and proceed to asterisk.
The degradation must be stated at pH level within 112 pH standard unit within handling system. Enter the half life
(Half Life is the time required for the initial product to degrade to half of its original concentration). Please
provide copies of the sources of this data.
H.L. = NIA Days
The decay rate is equal to H1L X 0.69 = NIA =Decay Rate (D.K.)
Calculate degradation factor (D.F.). This is the first order loss coefficient.
A( D. D.) - �� - NIA
D.F. - (Volume) + (D.K.} - ( ) + ( ) -
Calculate Steady State Discharge Concentration:
NIA
Dischg Conc. _ (D.F.)(Vollume)(3785) — ( }( ))(3785) = mg/1
Calculate concentration of biocide instream during low flow conditions.
(Receiving Stream Concentration)
(Dischg. Conc.) x (IWC%) ) x ( _) _ NIA
100 = 100 - mg/l
Receiving Stream Concentration
III. Calculate regulated limitation.
List all LC50 and EC50 data available for the whole product according to the following columns. (Note that units
should be in mgll). Please provide copies of the sources of this data.
Organism Test Duration LC50/EC50 (mgll)
N/A
D. W. R. Form 101 (51201 S) 2

NCG500354
Facility Name: Slurry Pavers, Inc Morehead City Terminal NPDES #: NC Facility ID #1600074
Choose the lowest LC50/EC50 listed above:
Enter the LC50/EC50:
If the half life (H.L.) is less than 4 days, perform the following calculation.
Regulated Limitation = 0.05 x LC50 = mgll
If the half life (H.L.) is greater than or equal to 4 days or unknown, perform the following calculation.
Regulated Limitation = 0.01 x LC50 =
Choose the appropriate regulated limitation from the calculations immediately above and place in this blank:
mg/liter
From Part II enter the receiving stream concentration:
mg/liter
IV. Analysis.
If the receiving stream concentration is greater than the calculated regulated limitation, then this biocide is
unacceptable for use.
Person in Responsible Charge
Phillip P. Tarsovich
Name (Print)
Signature
[e-mail] 804-264-0707
Email Address & Phone Number
6-15-15
it from above)
Date
Email Address & Phone Number
Date
Please complete the form for each biocide%hemical and send either via email to Susan Meadows at
susan.meadowseancdenrooy or to the following address:
Division of Water Resources
Aquatic Toxicology Branch
1623 Mail Service Center
Raleigh, NC 27699-1623
The Aquatic Toxicity Branch prefers that the Permittee send the application and additional documentation (MSDS sheets)
via email, if possible.
Contact: If you have any questions Susan Meadows can be contacted at 919-743-8439.
D.W.R. Form 101 (512015) 3

Facility Name:
NPDES #: NC
Supplemental Metals Analysis
If copper, zinc, or chromium are present in the proposed biocidal compound, complete this worksheet. A separate form
must be used for each metal and/or metal compound present in the biocide. List the metal, its chemical formula,
molecular weight (MW), formula weight (FW), and the concentration of the metal compound in the biocide (MCC).
Complete a separate form for every metal present in the biocide.
Metal
EXAMPLE
Copper
Chemical Formula Molecular Weight of Metal Formula Weight Concentration in Biocide
CuSO4.5H2O 63.546 g/mole 249.680 g/mole 0.2
Dosage rate of Biocide (DR) (from page 1):
DR = grams/day
Average Daily Discharge (ADD) (from page 1):
ADD = million gallons/day
Discharge Concentration (DC) of Biocide:
DR ( grams/day) DC = ADD = ( million gallons/day} = grams/million gallons
Convert DC to micrograms/liter (ppb):
DC (pg/1) = DC (grams/million gal) x 1 x 106 ug/9 = pg/I
3.785 x 106 liters/million gal.
Calculate the fraction of metal in the metal -containing compound (MF):
MW { grams/mole)
MF = FW = ( grams/mole) -
Calculate the fraction of metal in the biocidal compound (BF):
BF = MF x MCC % _
100
x (100) _
Calculate the concentration of metal in the discharge (M):
M = DC x BF = iag/I x - tag/I
Calculate the instream metal concentration (IMC) at low -flow conditions:
IMC = M x IWIW O(%) - pg/I x 100 % = pg/I
Regulated limitation of metal (from below): ug/I
NC General Statutes 15A NCAC 213.0211 define:
Copper- 7 pgll water quality action level* Zinc- 50 pg11 water quality action level*
Chromium- 50 pgll water quality standard
(*Values which exceed action levels must be addressed directly by aquatic toxicity testing.)
D.W.R. Form 101 (512015) 4

Environmental Chemists, Inc.
envirochem 6602 Windmill Way • Wilmington, NC 28405
[phone] (Lab) - [phone] (Fax)
© 710 Bowsertown Road • Manteo, NC 27954
[phone]
ANALYTICAL & CONSULTING
CHEMISTS NCDENR: DWQ CERTIFICATE #94. DLS CE=CATE #37729
Asphalt Emulsion Inc Date of Report: Jun 09, 2015
107 Arrendell Street Customer PO #:
Morehead City NC 28557 Customer ID: 15060003
Attention: Report #: 2015-00995
Project ID:
Lab ID Sample ID: Collect DatelTime Matrix Sampled by
15-16284 Site: Tank 6/4/2015 10:20 AM Water Connie Branch
Test Method Results Date Analyzed
Chlorine Hach8167
0.030mg/L 06104/2015
pH SM 4500 H B
7.01 units 06/04/2015
COD SM 5220D
77 mg/L 06/09/2015
Comment:
Reviewed by:
Report 0:: 2015-06995 Page 1 of 1

6602 Windmill Way Wilmington, NC 26405
ENVIRONMENTAL CHEMISTS, INC OFFnICE: gi-S92-0223 fa@enaironment chemistscom424
NCDENR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729
Analytical & Consulflng Chemists rry i Gc'rinm Amn CHAIN OF CUSTODY
,
a
Sample Identification
1
J.
SAMPLE TYPE: I
= Influent,
E = Efflu T = Stre
PR SEWell,
ON
E
aa,
t-
u O
a s
u fi
'i
x i x az " o
63
U
U
z z
C
P
We
G
G
Received
Delivered By:
Con -mats:
SO = Soil, SL = Sludge, Other:
ANALYSIS REQUESTED

Chapter 2: Boiler and Water Treatment
Boiler Specifications:
Manufacturer- Cleaver Brooks
Model-CB282-500
SN-L45126
Manufactured -July 18, 1968
200 psi
Input-20,922,000 BTU
Oil consumption 149.56 6PH
Preferred fuel system
Safety lifts set at 175

NOiE: Before sYarY up ensure filters are dean at the fuel tard< #25
Cold start up procedure:
1. Perform a walk around the boiler and ensure other employees are aware that the boiler is going
to be put back on line.
2. Check water level, feed valve positions and confirm that feed pumps are turned on.
3. Check steam valve positions.
4. Check fuel supply and ensure that the safety shut-off valve is in the closed position.
S. Turn on fuel supply pumps.
6. Ensure breaker # 4 is on in the single phase lighting panel.
7. Turn on 480 volt disconnect located on the right side of the boiler.
S. Turn the firing rate control to manual and set it to the zero position. See note #1 below.
9. Reset faults on the Honeywell control if faults are present.
10. Turn boiler on/off selector switch to the "on"position.
(CAUTION: Always stand to the side of the boiler during the start-up process!)
11. Watch modulation motors to ensure that they ramp to high fire for the purge cycle; this will be
displayed on the Honeywell display.
12. High fire purge will take one and one half minutes. This time will be displayed on the Honeywell
display.
13. Watch the modulation motors to ensure that they return to low fire for ignition, which will be
displayed on the Honeywell display.
14. Pilot will ignite and the Honeywell display should read between 3.5v and 5v on the flame signal
display.
15. Watch main valve and ensure that it opens fully and monitor the flame signal which should read
Sy on the Honeywell display.
16. After a few minutes turn the firing rate controller to 20% and let the boiler ramp up to 50 PSI.
17. Put the firing rate controller to automatic. See note #1 below.
Notes:
1. Preferred System: When the boiler modulation is being controlled by the Preferred System
(key switch to the right position), the firing rate is controlled through the buttons on the
face of the preferred system and the potentiometer auto/manual selector switch on the
burner control panel has no effect on the modulation motors.
2. Burner Control Panel: When the boiler is being controlled by the burner control panel (key
switch, to the left position) the auto/manual selector switch is functioning and must be put
in the manual position to allow the potentiometer to control the firing rate.
Warm start up procedure
1. Perform a walk around the boiler and ensure other employees are aware that the boiler is going
to be put back on line.
2. Check water level, feed valve positions and that feed pumps are turned on.
3. Check steam valve positions.

4. Check fuel supply and ensure that the safety shut-off valve is in the dosed position.
5. Turn the firing rate control to manual and set it to the zero position. See note #1 below.
6. Reset faults on the Honeywell control if faults are present.
7. Turn boiler on/off selector switch to the "011" position.
(CAUTION: Always stand to the side of the boiler during the start-up process!)
8. Watch modulation motors to ensure that they ramp to high fire for the purge cycle this will be
displayed on the Honeywell display.
9. High fire purge will take 1 %z minutes. This time will be displayed on the Honeywell display.
10. Watch the modulation motors to ensure that they return to low fire for ignition which will be
displayed on the Honeywell display.
11. Pilot will ignite and the Honeywell display should read between 3.5v and 5v on the flame signal
display.
12. Watch main valve and ensure that it opens fully and monitor the flame signal which should read
5v on the Honeywell display.
13. After a few minutes turn the firing rate controller to 20% and let the boiler ramp up to 50 PSI.
14. Put the firing rate controller to automatic. See note #1 below.
Notes:
1. Preferred System: When the boiler modulation is being controlled by the Preferred System
(key switch to the right position), the firing rate is controlled through the buttons on the
face of the preferred system and the potentiometer auto/manual selector switch on the
burner control panel has no effect on the modulation motors.
2. Burner Control Panel: When the boiler is being controlled by the burner control panel (key
switch, to the left position) the auto/manual selector switch is functioning and must be put
in the manual position to allow the potentiometer to control the firing rate.
Regardless of either start up procedure, "hot or cold", alignment of the steam piping is critical during the
period of boiler light "off" or shut down in order to prevent water hammer. Water hammer can cause
damage in the tank coils or related hardware (such as traps and condensate pumps). It's recommended
that the isolation or "shut off" valve to each tank be secured after each boiler shutdown so that the
tanks being used can be brought up to pressure on a slower rate, thus causing less chance of condensate
build up in the tanks during critical stages of heat up periods. With all tank "shut off" valves closed the
boiler can now concentrate its efforts on coming up to pressure and charging only the main steam line
and headers. During this heat up, all condensate that is collecting in the main line will return to the
condensate tank through the six universal trap stations that are hard piped into the main line. As the
temperature and pressure start to rise (80 -90 psi), the operator can go to each product tank that is to
be used and slowly open that tank's respective "shut off" valve a % of a turn every 5 minutes. After
duration of 20 minutes the valve should be completely open and now the tank is being fully charged
from the boiler.
During shutdown of the boiler the same tank "shut off" valve shall be closed. In this way, less
condensate will be collected in the tank coils during future start ups
5

Change from the Preferred System Panel to the Gurner Control Panel
1. Turn the boiler on/off selector switch to the off position and let the boiler shut down.
2. Turn the key switch to the left position.
3. Disconnect the linkage that is connected to the two modulating motors on the top of the firing
control shaft.
4. Align the two shafts and place the key way in the slot.
5. Slide the coupling over the center of the two shafts to lock the two shafts together.
6. Connect the shaft to the lower modulating motor in the marked hole.
7. Make sure that all marks line up.
6

Water Treatment
The boiler operational water is provided from the North Carolina Port Authority and is a purchased cost
to operation. In regards to general saving and good maintenance, all water at this facility is treated and
conditioned for reuse or disposal. Condensate return water is a valid cost saving measure as it utilizes
salvageable preheated water that lowers over all operational expenses.
The treated water is in direct relationship to the DA tank (deaerator tank). The DA tank is the last
holding tank of returned condensate water before the boiler. Its job is to remove dissolved oxides from
the boiler feed water through chemical injection.
All water going to the boiler, fresh or condensate return must come through the DA tank. Located in the
boiler room next to the boiler, the DA tank is part of the condensate return system. The DA tanks
relationship to the boiler, feed water and feed water treatment process is very important for the overall
life of the boiler. Feed water to the boiler comes to the DA tank in one or both of two methods. First is
the condensate return and second is the make up or "fresh water". In theory all water being heated to
steam by the boiler should condensate back to water and return to the boiler in a closed loop situation.
For the most part this holds true, but at certain times, make up or "fresh water" must be added as
condensate water is lost through evaporation or leaks. For the operational readiness and overall
maintenance and life of the boiler, testing of the feed water is mandatory. The following paragraphs
and pictures will go into an overview of test procedures and the testing equipment used for this
application
There are six test associated with the feed water. Some of these tests are duplicated for various
components of the feed water system. The components of the system are the boiler, the water
softener, the feed water and the condensate return.
7

Water Treatment Tests
1. Boiler- alkalinity, sulfite, conductivity and polymer test
2. Feed water- ph, hardness and conductivity test
3. Water softener -hardness test
4. Condensate return —ph, hardness, conductivity test
Testing equipment
1. Hardness test kit
2. Conductivity/ph meter
3. Polymertestkit
4. Alkalinity, sulfite testing equipment
Water for the various test are drawn from die ©A tank through a rna.nifold on the side of the tank

Procedural Outlines for Testing
Boiler Log
The boiler log is the recorded data of all water testing and the chemicals to be added for peak water
performance. A review of the log will show the test to be conducted and the allowable parameters for
each test.

Treatment Control Parameters
Following are descriptions of treatment technology and system performances required to
maintain an effective water treatment program.
Boiler Water
Product
B 120
BL4350
BL1541
Feedivater
Purpose
Oxygen scavenger
Internal treatment
Condensate treatment
Dissolved solids control
Dissolved oxygen
Control 'Kest
Sulfite test
Polymer
pH
Conductivity, chloride
Chemetrics
Control Rauge
30-60 ppm (online)
60-100 ppm (offline)
160-300 ppm
8.0-9.5
TBD
<7.0
Product Purpose
Control Test
Control Mange
Corrosion control
pH
8.3-9.5
B120 Oxygen scavenger
Sulfite
4.0-10.0 ppm
Hardness control
Trace Hardness
<0.50 ppm
Dissolved oxygen
Chemetrics
<7.0 ppb
boiler System Con ral and Feed Equipment
Corrective actions: only snake chemical adjustments when conductivity is within range.*
Bloxvdowrz Control
Blowdowns will control conductivity in the boilers. Once determined, conductivity will be
controlled by the continuous blowdown valve.* Conductivity should always be controlled by
continuous blowdown, not blowdown. Bottom blowdown removes unnecessary
sludge on the bottom to maintain a clean boiler.
® Above limits: Increase continuous blowdown.
o Below limits: Decrease continuous blowdown.
_.��rxrv-.::�•cc•�•.ra._.:s -<n�- c._.xsrr--.:srxc-rsi =-. x: x:ti:--a:..u.._____��+�.�Q_r.,.`mrrr�.-•=xc.�+-�:ss•.-`-•^+a-.:•:s--�._::cc..+�:rar-�.�-xr.:sa-:-.ay. �-�.�aY���w-ucrrsu.-s:ve,.:�
10

Oxygen Scavenger B120
ChemTreat B120 will be mixed in a day tank and fed continuously to the deaerator tank to
remove all traces of oxygen.
Corrective Actions
o Above 60 ppm: Decrease BL120 dosage.
a Below 20 ppm: Increase BL120 dosage.
.internal Treatment BL4350
ChemTreat BL4350 will be mixed in a day tank and fed to the feedwater line going to the
boiler. The day tank pump will be activated by the beginning of the feedwater pump operation.
Corrective Actions
m Above 300 ppm: Decrease BL4350 dosage.
o Below 160 ppm: Increase BL4350 dosage.
Steam Line Treatment BL1541
ChemTreat BL1541 will be mixed in a day tank and fed continuously to the steam header.
Corrective Actions
o Above 9.5pH: Decrease BL 1541 dosage.
o Below 8.0 pH: Increase BL1541 dosage.

prOr-eat Inc- 91$A—Trace Uardness'Test
Trace Hardness Test Procedure
ChernTreat (Drop Method (1 drop =0.5 ppm)
Test Kit Required Code
ChemTreat Trace Hardness Drop Test Kit K-1504
Replacement Sample Tube, 25 ml 9198
Reagents Required
Trace Hardness Buffer Solution, DB R-0622
Hardness Indicator Powder R-0620
Trace Hardness Reagent Solution, DB R-0623
Test Procedure
1. Rinse and fill a 25-m1 sample tube to the 25-nil mark with water to be tested.
2. Add 5 drops of R-0622 Trace Hardness Buffer. Swirl to mix.
3. Add 1 dipper R-0620 Hardness Indicator Powder. Swirl to mix. If hardness is present, sample
will turn red, go to Step 4. If no hardness if present, sample will turn blue.
4. Add R-0623 Trace Hardness Reagent dropwise, swirling and continuing after each drop, until
color changes from red to blue. Always hold the bottle in a vertical position.
5. Multiply drops of R-0623 Trace Hardness Reagent by 0.5. Record as pats per million (ppm)
hardness as calcium carbonate.
Trace hardness test kit.
12

0—Alkalinity Test
*CheLm-T&reatjnc.
`P', `M', and `OR' Alhalinity Test Procedure
TruTest Titration Method
Test 8tit Required
Code
TruTest Alkalinity Test Set
9812
Reagents Required
Sulfuric Acid, N/50, 32 ounces
R-0627S-50-F
Sulfuric Acid, N/50, 1 gallon
R-0627S-50-0
Total Alkalinity Indicator, 16 ounces
R-0645-E
Total Alkalinity Indicator, 2 ounces
R-0645-C
Plnenolphtbaleiu Indicator, 16 ounces
R-0638-E
Barium Chloride, 10%= 16 ounces
R-0646-E
Test Procedure — `P' aad `M' AYcalinities
1. Obtain a fresh boiler water sample. Do not filter. Rinse glassware and casserole dish
thoroughly with boiler water sample. Measure a 25 ml sample in the graduated cylinder and transfer the sample
into the casserole dish.
2. Add 3 to 5 drops of Plnenolpinthalein Indicator. If not pink color develops,
`P' alkalinity = 0. If simple turns pink, titrate using N150 Sulfuric Acid until sample turns
colorless. Record the ml of N150 Sulfiaic Acid required to produce this color change as
the'P' end point.
3. Without refilling the buret, add 4 to 6 drops
sample. A green color will develop. Titrate
changes to a light pink. Record the total ml
the 'M' end point.
Caloulatioa of Results
1. ppm 'P' alkalinity = (`P' end point) x 40 (as CaCO,).
2. ppm 'M' alkalinity = ('M' end point) x 20 (as CaCO3).
of Total Alkalinity Indicator to the same
using N150 Sulfuric Acid until sample color
of N150 Sulfuric Acid used at this point as
Alkalinity test
13

AiChe\mTreatinc.
#34-Sulfite Test
Sulfite Test Procedure
TruTest Titration Method
Test Kit Required Code
TruTest Sulfite Test Set 98/4C
Reagents Required
Phenolphthalein Indicator, 16 ounces
R-0638-E
Acid Starch Indicator, 10 grams
R-0725-I
Acid Starch Indicator,''/2 grams
R-0725-3
Acid Starch Indicator, 1 pound
R-0725-K
Potassium Iodide -Iodate (N/126), 32 ounces
R-0633-126-F
Potassium Iodide -Iodate (N/126), I gallon
R-0633-126-G
Potassium Iodide -Iodate (N/63), 32 ounces
R-0617-F
Test Procedure
1. Obtain a boiler water sample. Do not filter. Avoid letting an open sample sit in contact
with the air. Cool sample to room temperature (70-80°F).
2. Measure 50 ml of sample in graduated cylinder and transfer to the casserole.
3. Add 1 drop of Phenolphthalein Indicator and stir.
4. Add one dipperful of Acid Starch Indicator stirring until red color disappears.
5. Add Potassium Iodide -Iodate dropwise, stirring until a faint permanent blue color
develops in the sample. Record ml of Potassium Iodide -Iodate used.
Calculation of Results
• ppm sodium sulfite = ml Iodide -Iodate Reagent Code R-0617 x 20
• ppm sodium sulfite = ml Iodide -Iodate Reagent Code R-0633-126 x 10
1 -7
m a
1�
Sulfite 'test kit.
14

POIYTrav Product Test Additional Equipment needed;
BL-4350 Hach Pocket Calorimeter 11500 mu
125 mm 82mple cell/clivelte
For the Hach Pocket Calorimeter 11 1 stopsich/timer
Note : Refer I 1 9 [lie calibration graph -for interpreliag results. Abiorbance's above 2.0 must be ditutedandrCrun.
1. Pour 10-mls of sample 2. Press the power button. 3. Add 0.5 nil of reagent .4.'Place cell into mdL
into the cell. to -turn the meter on. #l(ConditioningReagent). 'Fit meter cap over cell.
5. Press the Zero/Scroll key 6. Add.0.5 nil ofreageint a 7,Placccell icto unit. 8, Press the read&NM
to zero the sample. #'-.'(Reactant) and niixand th button after o.3 minute
then I level stoop of reagent timer expires.
93 Trecipiiam) start timer.
BL-4350 (pp6a) Fj
to
Calculate the concentration
treatmentin the sample by using a equation above or the graph.
xte: If [lie aligoirlifflice readingis
love 2.00, then the resultis vvrF. X
age. Re -run the sample ififtited,
Otap, wIDI water.
it , culat6 concentrabion of diluted
mples,first, and then multiply by
edilutionfactor.
15

Polymer test
16

�moreaf I'M #12—Couductivity Test
Specific Conductance
Myron-L-pwho Meter
Equipment Required Code
Triple -Scale Conductivity Meter (µmho) 98/4C
Reagents Required
Conductivity Neutralizing Solution, 1 pint R-7022-E
Myron-L Standard Solution, 46 µmho 442-30
Myron-L Standard Solution, 440 µmho 442-300
Myron-L Standard Solution, 3,900 µmho 442-3000
Test Procedure
1. For boiler water samples — collect a sample of boiler water and transfer approximately 50
ml to a small beaker. Add Conductivity Neutralizing Solution dropwise, swirling until the
sample first turns pink and then returns to original color. Rinse the sample cell of the DS
meter two or three times with the treated sample, then fill the sample cell with heated
sample. Adjust the selector switch to appropriate position (triple -scale meter only),
depress test button, and record reading on meter.
2. For other water sample —use Step 1 but do not add Conductivity Neutralizing Solution.
Calculation of Results
1. Single -scale meter: conductance is read directly off the meter scale.
2. Triple -scale meter: conductance = meter reading x selector switch multiplier (10, 100, or 1,000).
Note .
Check the calibration of the meter weekly using the 440 and 3,900 µmho standard solutions.
17

Process Water Conductivity
Conductivity gives you an idea of how many solids are in the boiler water. The more solids the higher
the conductivity. The lower the solids the lower the conductivity. Solids will be removed only by
blowing down the boiler. The boiler has an adjustable metered blow down valve that is open to allow
water from the boiler to be pumped to the process tank based on conductivity readings. Conductivity
based blow down is the best way to control solids. The process tank is the last hold out for water being
dumped to the ground. Water from the boiler, based on the conductivity, is pumped to the process
tank. From that point it is cooled, balanced for ph and dumped.
The ph in the process tank is controlled by a ph probe and metering pump. If the probe reads a ph
higher or lower than 7/8 it will adjust the introduction of sulfuric acid to the water. While this ph
balance is taking place the tank is as well cooling the water by circulating it within the process tank.
Once the criteria of ph and cooling (100 degrees) have be established, the process water may be
dumped to the ground. It is a daily check to maintain the workings of the ph system as well as checking
the tank capacity for dumping.
Continues metering valve from boiler to process watertank.
This valve should be adjusted daily to keep conductivity readings
with in parameters of2000-3000 ppm.
18

Process water collection tank with circulation pump for cooling.
Water must be mixed with sulfuric acid to maintain a ph of 7 to 8
Sulfuric acid with pump and metering device.
The acid is introduced to the process water to keep the ph
between 7 and 8 before dumping.
19

ISO rollmmurlooloo,
STEAM PIPING
FOR ASPHALT
STORAGE
o
C�
ff.,-
G/UrY 1.Ost2/t.II.f1[O
1WRffisYKl�ilH�8A11
rdrRMULtW(lWrOIGM
of alsie a K rraoa O wv. w-
Lo awl W a rmmsm. aKl �
vn ra m nura oaa[ wt
mu+n s�iwc � st
n
CJ Ln
Z F Lo
W CC)
UJ N
vim
O � Z
UI J
J 1 j r
W Zui
U
¢4w
�C:)LU
SEAL
�tH CAROM
SEAL
so
4�
o e.c: mcx+
� r ra ¢rt�ru
STEAM PIPING
SUPPORT PLAN
an K
awr a: A tutm
Won eu
atop e. K .*=
_ jw ■., stun
mub AS W=
CAM
W raG
m^avz

as
L�
' .2 ea oo s snoo t• a+m :% rO AA tusnW
2 t� sro t+ta z stno t WAR uts/ut Lm"
L65/tR 1115/IG lllS
r 42W
Lm/m
ir 1� 900 i�%+u +wig �tes +tets%n tisa/ s &A ears
tos/tet
+; 2t00 ,j ZtaO
+nsAA tnspct
neve tua Us+rispctfu� ssat>D tut:Azz tWttsust1exettb a tCaJrxiubtlosst:i+a + UtI�tlmuZlAetx YzTS s CtIAattuutR0tGa ttT Ka g13
tua
s mm
2401 1 20 IF [;]
[;]
t' too
�� atEW ro
NUt
rnaa+c
tins/la strw ro
R✓<A..a Cut
Lowe*
Mll FLO!'1 IIIAGBAM
� ersr uuE
AsBrg
sil
STEAM PIPING
FOR ASPHALT
STORAGE
XWP cor C M NC
m+uvmcaN.ance
��I,c IraOr
iWfw7ilMAMMrt7t7Ml
K IN+YCCRMI.tb:CAM
lE 61AS5E n N rW41S O+M.
rra n ql b a tirzrxae, trero a
vo rp MT Nro2 NOI MM
IQG �� cparM.ull v�ic.c`�e100c 1 x
t`
Z 1 j co
.WN
f17 H
z0 N U
Z
N
� O
W W U
¢`tw
V)
ZE
sou
° SEAL
p �O
t111�
b!
0 eylr/le la! ���
STEAM FLOW
DIAGRAM
oex m: Il aes
lor.00 1», m12GL
�� •raem+e
ba rwsew»r-w.,us
M —501

SA
---CoN—tzc7w SCHEDULE
r KLatY NO 1C0
1 •f•. !/yy,•• •._ NY f m M \ 4111 1 1 Y\aam Ca• ff paNWll ,� Yrtl \ri • I yr
M MYM P m
! 1 ILK ra -a W tY1 f i RRJIM LL\6 LlXi eSL4N we M ! yr IaN
1 arrr +. f,� • r Sian wa N•
a 1 ?Ka sNW /Y. 17 StlINO yr IYl 4 1/r man•,K I/e Off!
f l OaMt f4a YIM Y14 YlK Wlff-M M a=e
m 1/r raw Yrr pfYvel
COIIDENSATE COLLECTION TANK & PUMP FAODULE 4 r -0.Xu ""'s
y No scut
a a
a rtroa�l
Mawr •aK
0[Q q!K
t1N•M -,I. • fl m/q,lp SN
.meLt S t• R ytp 4ett M A
MUR tII
�•rssreaitnn
ticam iXIzi n
GRAIN POCKET FOR HIGH PRESSURE STEAM MAINS
TUT 10 mlu
DRAIN POCKET FOR HIGH PRESSURE STEAM RISERS
4 WT TO mu
a�
6
„
R
S1LW Y,ll�ri
} \ VIIggirAK
}` �—MLf YIIN
DN olTrw
n,.laos :ilwmi�o
sl+v •,u sm
/IraCeYft•) 4/r
�,K•KenCld
ha++�flYt SV►1
2 EUD=OF HIGH PRESSURE STEAM MATH
IA7 SO .VtE
K IUIC�I WRIT � 4iD p
#V%IC AlV4.9Q an wris&
SmtVA R'tl'
NIC
CO eaiK OOm
Iv a.af
o"SUrnAUNir �
lapf wn -
� KtN 10M
L NOMS A* WAS Intl. Q MQi fW
ewer M %2= v,m Ik
vw n
foubm SmlTR4
V.wm II
sotremm wa—
r dasvr -1.
msa-r•azn
DAIICIICR FOR IIISULATED CARBON STEEL PIPE
5 SmL WK
11
�Il fll� (Gfl� lflGl -
STEAM PIPING
FOR ASPHALT
STORAGE
F IN i�1"
FUPP ENCTNEMM
CWINZlOOfd7f/.t Mill
rim
Lo
IVanoaNC ]fall
1t1:YmXStII41A•••SEfId
:Gtll l{COf,lml�tCalm
mane N K rasa v a�...c
No a Ic! u tt rtrloYli4 a
s>.• rot NY wwt HD •YN
� o rl1'f4C1.Yaw 1t
oesY awl s r;mG ec
U Lo
W
Z ►— CO
— CO
-W N
N fr'
n U
Z
W W U
Q
Q ^ O
mg-.
MAL
a ea ale
a o3�tf/u xs! In�.t\a�tirl
K
PIPING DETAILS
wa U a m Imn" fro
em e•
0e Q- K alit!
IW m Ila[ aif:i
.r.in ,s l09
wm l.a}-b4
CO IeL` L'RK.•'lit�aM
M-701

^
r-VY
emmrac ott Two Ell
rPC=
!wx � 1r' n a
l vw"'a ti:�f�.at
AVWJ
rho
ONEmsar
S'1aa`r
/j� //� / ri
"
r re r mash
saa
.map
""N L
iT�L WAY ` 1>S
/ {atCaai
r miana o es
"
m.=o.
TYPICAL BOX COIL STEAM &
:
IOD ATE CONNECTIONS 3 TYPICAL BOX COIL STEAM PIPING q BBOOXCOOIILL CONDENSATE PIPING
rur TO S=
ry� xa[ S rMa,i
Y.nGs w t VMS"
emi7u size
M S
ULF.-
iV-r.L.SiL
weer wu
11lM,
VrW Sarie
KW 4 6Y. Y7.L
oKmn )
TYPICAL HPS TAKEOFF TO TANK HEATING COIL CONNECTICNS
1W 10 =
M/l ywar smr ini f.T
e"K� �Y SWdI
tY
wa`z wai. lfrom rryi'
ANY 4G
azrJ
O ELEVATION ViEVJ
0or ro wEL
I TYPICAL HEATING COIL STEAM &
�1CONOENSATE CONNECTIONS (SINGLE COIL
l y f>yr m Zu
sl
s
Asrollm9lollay IIIVe
STEAM PIPING
FOR ASPHALT
STORAGE
0 RFD
Herr tfvcrr�Mc
&COKst MWT WC
�t.,w a:Re
M..fa^nrN.wmeee
rcr.nucvetK..oeca
w a.ar a oleua, and e
e.rur �n v •le:.e
n
U .Ln
Z ap
W N
W
� � U
J Jui
}
W u
Q Q W
a. = C` W
Q v t'
SEA.
♦N FCAR.o�
SEAL
-=rfL
KQ MIC a! axsa
eee�alrA
PIPING DETAILS
tw tmarx waan +cu
e.ea n: a DUAM
OSiY. n! A Wim
Cebu n7 K AQ
wo JD7 rru 711515
SCAD
MW . 7•t5
C/a nh ^3SKJ0-M."-0
SKEr.
iVl—/ 0�

North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 1, 2015
CERTIFIED MAIL # 7013 2630 0002 0760 8926
RETURN RECEIPT REQUESTED
Phillip Tarsovich, President
Slurry Pavers Inc
1277 Mountain Rd
Glen Allen, VA 23060
Subject: NOTICE OF DEFICIENCY
Tracking No. NOD-2015-PC-0126 ®C r
NPDES Compliance Evaluation Inspection REORM-b
Permit No. NCG500354 ,JUN 08 2015
Slurry Pavers - Morehead City
Carteret County DW1 3cOf ION
INFORMATION PPOCFSSING UNIT
Dear Mr Tarsovich:
A Compliance Evaluation Inspection of the Slurry Pavers - Morehead City Wastewater Treatment Facility was
conducted by David Powell from this office on May 12, 2015. This inspection was to verify that the facility is
operating in compliance with the conditions and limitations specified in NPDES Permit No. NCG500354. The
findings and comments noted during this inspection are provided in the enclosed copy of the "Water
Compliance Inspection Report".
The following deficient items or issues were noted during the inspection:
Compliance Issues
Permit for this site, expires July 31, 2015. Renewal of coverage under the general permit has not been
submitted within the required 180 day period.
Record keeping does not meet minimum requirements as required by permit Part 2 Section D (2,5 & 6).
No laboratory analysis. Does not meet minimum requirements as required by permit Part 2 Section D (1 & 3).
Remedial actions should have already been taken to correct this problem and prevent further occurrences in the
future. The Division of Water Resources may pursue enforcement action for this and any additional violations of
State law. To prevent further action, carefully review these deficiencies and address the causes of
noncompliance to prevent the recurrence of similar situations.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.ncdenr.gov
An Equal Opportunity \Affirmative Action Employer — Made in part by recycled paper

If you have any questions concerning this Notice of Deficiency or the enclosed inspection report, you may
contact David Powell at the letterhead contact information or via email at [e-mail].
Sincerely,
James GrBlon, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Enclosure
Cc: David Callahan —Slurry Pavers Inc. [e-mail]
Wilmington Regional Office
Central Files, Water Quality Section
Todd C. Walton
N.C. State Port Authority
Environmental Supervisor
P.O. Box 9002
Wilmington N.C. 28402

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 204M
OMB No. 204"057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/molday Inspection Type Inspector Fac Type
1 U 2 U 3 1 NCG500354 111 12 L15/05/12 17 18 I r• I 19 1 S 20I I
21111111 1111111 11 11 1 11 1111 1 1 11 111 1111111 11 1 1 66
Inspection
Work Days Facility Self -Monitoring Evaluation Rating B1 QA Reserved
67
70 [Lj 71 L_j 72 L�j 73 (L I74 75 80
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
12:50PM 15/05/12
12/08/01
Slurry Pavers -Morehead City
107 ArendeEl St
Exit Time/Date
Permit Expiration Date
Morehead City NC 28657
02:30PM 16/05/12
15/07/31
Name(s) of Onsite Representative(s)Tties(s)/Phone and Fax Number(s)
Other Facility Data
111
David Callahan//252-269-8872 /2522223339
Name, Address of Responsible Official/Tide/Phone and Fax Number
Contacted
Phillip Tarsovich,1277 Mountain Rd Glen Allen VA 23060/1804-264-0707/8042640219
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
® Permit ® Flow Measurement ® Operations & Maintenance ® Records/Reports
® Facility Site Review ® Laboratory Storm Water
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signatures f Inspecto Agency/Office/Phone and Fax Numbers Date /
y Z3r
David Powell Non Discharge Compliance Unitt/910-79
_
.Joanne H Steenhuis` f;;�;1,� %�. �i WIRO WQ///
Signature of anagement Q A Reviewer Agency/Office/Phone and Fax Numbers
/j/D)ate�]
, (",, 0 bl/ —14)—/
EPA Form 3'560�3 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES yr/mo/day Inspection Type (Cont.)
31 NCG500354 (11 12 15/05/12 17 18 I C I
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Slurry Pavers (Asphalt -Emulsion) facility uses city water and then treats it as needed, determined by
process control sensors which automatically add three additives into the boiler. These additives are an
oxygen scavenger, a polymer, and streamline agent. The facility monitors pH and temperature for
process control at several locations during the process. The facility does not have a N.C. Field
certification or a N.C. Certified Lab to do their monitoring requirements and parameters. They have a
small boiler which they usually blow down once every 24 hrs. They reuse water several times before
removing it from the cycle and pipe it into a final holding tank. Then it is recirculated for temperature
adjustment and pH adjusted with sulfuric acid. The discharge for this final holding tank is subsurface
into a nearby storm drain. The storm drain is filled with sediment and has an open holding
tank/separator at the end in which water fills before turning a valve to allow discharge. This is done
once every 24 hours. The sediment in the storm drain and holding tank/separator needs to be
removed and returned to an operating storm drain.
The facility had a copy of the permit and certificate of coverage. The NCG500354 permit expires
July 31, 2015 and the onsite manager was given a renewal application and later emailed a link for
renewal application. Permittee needs to inform and document all additives to boiler blowdown water on
permit renewal application, as well as describing at which point they are introduced into the process.
No required laboratory analysis was readily available during inspection. Site has new management,
since last inspection, in which has made finding records difficult. Facility needs to either become N.C.
Field Lab certified or find a N.C. certified lab to complete monitoring requirements. When keeping track
of flow during discharge, please keep track of units, use consistent methods and keep flow
measurements associated with this permit separate from other flow measurements that may be taken
for other processes. The facility needs to collect and analyze effluent samples, as required by permit,
by July 1, 2015. Effluent samples should be taken from final holding tank just before discharging into
storm water drain and should be a true representation of the discharge water.
Page# 2

Permit NCG500354 Owner - Facility: Slurry Pavers - Morehead City
Inspection Date: 05/12/2015 Inspection Type: Compliance Evaluation
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? 0 ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable ❑ ❑ 0 ❑
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: Site has a permit for the boiler blowdown water.
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new ❑ 0 ❑ ❑
application?
Is the facility as described in the permit?
0
❑
❑
❑
# Are there any special conditions for the permit?
❑
0
❑
❑
Is access to the plant site restricted to the general public?
0
❑
❑
❑
Is the inspector granted access to all areas for inspection?
0
❑
❑
❑
Comment: Permit for this site expires July 31 2015. The onsite representative was
given permit
renewal documentation and informed of expiration date. The site is inside N.C. State Port
Authority and has restricted access to the public. Onsite representative was also emailed a
link to the General Permit and the renewal application.
Laboratory Yes No NA NE
Are field parameters performed by certified personnel or laboratory? ❑ 0
❑ ❑
Are all other parameters(excluding field parameters) performed by a certified lab? ❑ 0
❑ ❑
# Is the facility using a contract lab? ❑ 0
❑ ❑
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees ❑ 0
❑ ❑
Celsius)?
Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/- 0.2 degrees? ❑ ❑
0 ❑
Incubator (BOD) set to 20.0 degrees Celsius +/-1.0 degrees? ❑ ❑
0 ❑
Comment: Process control is monitored for boiler operation. No Laboratory data, performed by a N.C.
Certified Lab or N.C. Field Lab was readily available during inspection. During inspection,
the onsite representative was shown and explained Part 1 A. (1) of the General Permit
NCG500000 requirements In later email correspondence. onsite representative was given
links to N.C. field lab requirements and N.C. certified lab contact lists, as well as parameter
monitoring requiements In this email correspondence the onsite representative was
informed to sample the required parameters by the NCG500000 permit. by July 1.2015 and
have available for next inspection.
Record Keeping Yes No NA NE
Are records kept and maintained as required by the permit? ❑ 0 ❑ ❑
Is all required information readily available, complete and current? ❑ 0 ❑ ❑
Are all records maintained for 3 years (lab. reg. required 5 years)? ❑ 0 ❑ ❑
Page# 3

Permit: NCG500354
Inspection Date: 05/12/2015
Record Keeping
Are analytical results consistent with data reported on DMRs?
Is the chain -of -custody complete?
Dates, times and location of sampling
Name of individual performing the sampling
Results of analysis and calibration
Dates of analysis
Name of person performing analyses
Transported COCs
Are DMRs complete: do they include all permit parameters?
Owner - Facility Slurry Pavers - Morehead City
Inspection Type: Compliance Evaluaton
Has the facility submitted its annual compliance report to users and DWQ?
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator
on each shift?
Is the ORC visitation log available and current?
Is the ORC certified at grade equal to or higher than the facility classification?
Is the backup operator certified at one grade less or greater than the facility classification?
Is a copy of the current NPDES permit available on site?
Facility has copy of previous year's Annual Report on file for review?
Comment: Site had Permit and Certificate of Coverage available. See previous comments.
Yes No NA NE
❑ ❑ ® ❑
❑ ❑ ® ❑
11
El
❑❑ ®❑
❑ ❑ ® ❑
❑ ❑ ® ❑
❑ ❑ ® ❑
❑ ❑ ® ❑
❑ ❑ ® ❑
®❑ ❑ ❑
❑ ❑ ® ❑
Flow Measurement - Effluent
Yes No NA NE
# Is flow meter used for reporting?
❑
❑
®
❑
Is flow meter calibrated annually?
❑
❑
®
❑
Is the flow meter operational?
❑
❑
®
❑
(If units are separated) Does the chart recorder match the flow meter? .
❑
❑
®
❑
Comment: Flow should be estimated Semi-annually. Flow data was not readily
available during
inspection. See above comments.
Page# 4

letA•• v, '•
r
•i
f�
i
a
Wy 0 6
1 N
ROAD CLASSIFICATION
PRIMARY HIGHWAY LIGHT-CUTY ROAD. HARD OR
HARD SURFACE. IMPROVED SURFACE
SECONDARY HIGAWAY
HARD SURFACE . C==M1IE= UNIMPROVED ROAD
Latitude 34°43'04" Longitude 76'042'14"
Map # 132NW Sub -basin 30503
Stream Class s ,
Discharge Codes 16 14 22
Receiving Stream ague Sound - -
Design Q _ 0.01 MGD Permit expire 07/31/12
11�7 � s r— �•t w
_
D 10
� j S ou
A;N: .
C%s,
I+
ombstone Pt
SCALE 1:24 000
p 1 MILE
0 70M FEET
0 1 KILOMETER
CONTOUR INTERVAL 5 FEET
QUAD LOCATION