NCG140509_Application_20220715

'YJ ZACHRY
07/08/2022
NCDELMR Stormwater Program
1612 Mail Service Center
Raleigh, NC 27699-1612
Mailing Address:
8870 Westgate Park Dr
Suite 100
Raleigh, NC 27617
Reference: NCG140000 Certificate of Coverage Application
Raleigh -Durham International Airport Runway 5L/23R and Taxiway B Preservation
RDUAA Project #211220
Gentlemen,
Attached you will find our application package, in duplicate, for a Certificate of Coverage to discharge
stormwater and processed wastewater under NPDES General Permit NCG140000. This proposed facility
will be used solely to provide concrete for the above referenced RDU International Airport construction
project.
Enclosed in our application you will find the necessary forms, plans, design calculations, specifications,
and a check in the amount of $100.00 for the application fee.
We trust that you find our application package complete and due to the fast -track nature of this project we
request that this application be expedited. Our concrete hatching activities are time sensitive and your
attention to this matter is appreciated.
Should you have any questions regarding this application, please contact our project manager,
Christopher M. Ange, directly at 336-406-9060.
Sincerely,
Zachry Construction Corporation
Darren Ratajski, DBIA
Southeast Regional Manager

11 ZACHRY
Application Package for:
Coverage to Discharge Stormwater & Processed Wastewater Associated with
Ready Mixed Concrete Plants under NPDES General Permit NCG 140000
Description: Zachry Construction Corporation has been contracted to perform concrete paving work for
the RDU International Airport Runway 5L/23R and Taxiway B Preservation project. It is the intention of
ZCC to erect and operate a portable, temporary, central mix, concrete batch plant to provide concrete
solely for this project. Being that this project is extremely fast track in nature, the concrete plant that is
being presented in this application will have a very short operational duration. Upon completion of this
project in November 2022, this batch plant will be removed, and the site repurposed.
Equipment: Zachry Vince Hagan Concrete Plant
Vince Hagan SHT Series
Mobile High Production Gravity Paving Plant
Project: Runway SL/23R and Taxiway B Preservation (RDUAA Project #211220)
Owner: Raleigh -Durham International Airport
City: Morrisville, NC
County: Wake
Physical Address: 4601 Nelson Rd., Morrisville, NC 27560 (Approximate Address)
Mailing Address: 8870 Westgate Park Dr, Suite 100, Raleigh, NC 27617
Prime Contact: Christopher M. Ange
Concrete Paving Project Manager
Zachry Construction
336-406-9060/[e-mail]
State Authority:
NCDELMR Stormwater Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, NC 27699
Local Jurisdiction:
NC Department of Environmental Quality
Raleigh Regional Office
217 West Jones St
Raleigh, NC 27603

RECEIVED
FOR AGENCY USE ONLY JUL 15 1022
NCG14t,_5 (
Assigned to: 13. C 0AJ
ARO FRO MRONO) WARO WIRO WSRO DUU-SI=IW2terPmgm
Division of Energy, Mineral, and Land Resources Land Quality Section
National Pollutant Discharge Elimination System
NCG140000 Notice of Intent
This General Permit covers STORMWATER AND/OR WASTEWATER DISCHARGES associated with activities under
SIC (Standard Industrial Classification) Code 3273 [Ready Mix Concrete] and like activities. You can find
information on the DEMLR Stormwater Program at deq.nc.gov/SW.
Directions: Print or type all entries on this application. Send the original, signed application with all required
items listed in Item (8) below to: NCDEMLR Stormwater Program,1612 MSC, Raleigh, NC 27699-1612. The
submission of this application does not guarantee coverage under the General Permit. Prior to coverage under
this General Permit a site inspection will be conducted.
1. Owner/Operator (to whom all permit correspondence will be mailed):
Name of legal organizational entity:
Legally responsible person as signed in Item (9) below:
Zachry Construction Corporation
Darren Ratajski
Street address:
City:
State:
Zip Code:
8870 Westgate Park Dr, Suite 100
Raleigh
NC
27617
Telephone number:
Email address:
210-551-9509
Darren. [e-mail]
Type of Ownership:
Government
❑ County ❑ Federal ❑ Municipal ❑ State
Non -government
0( Business (If ownership is business, a copy of NCSOS report must be included with this application)
0 Individual
2. Industrial Facility (facility being permitted):
Facility name:
Facility environmental contact:
ZCC Nelson Rd Plant - RDU
Christopher Ange
Street address:
City:
State:
Zip Code:
4601 Nelson Rd
Morrisville
NC
27560
Parcel Identification Number (PIN):
County:
0767324317
Wake
Telephone number:
Email address:
336-406-9060
[e-mail]
4-digit SIC code:
Facility is:
Date operation is to begin or began:
3273
1 ❑ New X Proposed ❑ Existing
1 8/1 /2022
Latitude of entrance: 35052'48.45"N
Longitude of entrance: 78048'1.02"W
Brief description of the types of industrial activities and products manufactured at this facility:
Temporary concrete batch plant to produce concrete for RDUAA construction project #211220
If the stormwater discharges to a municipal separate storm sewer system (MS4), name the operator of the M54:
X N/A
Page 1 of 7

This facility uses:
❑ Phosphorus -containing detergents
❑ Non -Phosphorus -containing detergents
❑ Brighteners
M Other Cleaning Agents
❑ Other:
This facility has a closed -loop recycle system that meets design requirements in 15A NCAC 02T. 1000 and hold the facilities
working volume
❑ Yes — stop completion of this N01. Contact DWR Non -Discharge Permitting Program for permitting requirements
N No
3. Consultant (if applicable):
Name of consultant: N/A
Consulting firm:
Street address:
City:
State:
Zip code:
Telephone number:
Email address:
4. Outfall(s) (at least one outfall is required to be eligible for coverage):
3-4 digit identifier:
Name of receiving water: Classification:
X This water is impaired.
OUT01
I Little Brier Creek C, NSW
❑ This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater Only ❑ Wastewater Only DQ Wastewater Comingled with Stormwater
7Q10 Flow of receiving waterbody (if discharging Wastewater Only or Wastewater Comingled with Stormwater to waters
classified as HOW, ORW, Tr, WS-1, WS-ll, WS-III, SA, or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event
X Intermittently (indicate how often)
❑ Continuously (indicate flow in CFS)
Anticipate 1-2x per month
Latitude of outfall:
Longitude of outfall:
35052'46.63"N
I 78048'8.69"W
Brief description of the industrial activities that drain to this outfall:
Concrete vehicle cleaning water, concrete production equipment wash water, stockpile soaking water
Do Vehicle Maintenance Activities occur in the drainage are of this outfall? ❑ Yes ® No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier:
Name of receiving water:
Classification:
❑ This water is impaired.
❑ This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater Only ❑ Wastewater Only ❑ Wastewater Comingled with Stormwater
7Q10 Flow of receiving waterbody (if discharging Wastewater Only or Wastewater Comingled with Stormwater to waters
classified as HQW, ORW, Tr, WS-1, WS-11, WS-III, SA, or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event
❑ Intermittently (indicate how often)
❑ Continuously (indicate flow in CFS)
Latitude of outfall:
Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage are of this outfall? ❑ Yes ❑ No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
Page 2 of 7

3-4 digit identifier:
Name of receiving water:
Classification:
❑ This water is impaired.
❑ This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater Only ❑ Wastewater Only ❑ Wastewater Comingled with Stormwater
7Q10 Flow of receiving waterbody (if discharging Wastewater Only or Wastewater Comingled with Stormwater to waters
classified as HQW, ORW, Tr, WS-1, WS-11, WS-111, SA, or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event
❑ Intermittently (indicate how often)
❑ Continuously (indicate flow in CFS)
Latitude of outfall:
Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage are of this outfal I? ❑ Yes ❑ No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier:
Name of receiving water:
Classification:
❑ This water is impaired.
❑ This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater Only ❑ Wastewater Only ❑ Wastewater Comingled with Stormwater
7Q10 Flow of receiving waterbody (if discharging Wastewater Only or Wastewater Comingled with Stormwater to waters
classified as HQW, ORW, Tr, WS-1, WS-II, WS-111, SA, or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event
❑ Intermittently (indicate how often)
❑ Continuously (indicate flow in CFS)
Latitude of outfall:
Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage are of this outfall? ❑ Yes ❑ No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
All outfalls must be listed and at least one outfall is required. Additional outfalls may be added in the section
"Additional Outfalls" found on the last page of this N01.
S. Wastewater
Types of Wastewater facility will generate or discharge
Vehicle & equipment cleaning (VIE)
I (A Generate ® Discharge X Sent to WW Treatment System
Wetting of raw material stockpiles (RM)
04 Generate CK Discharge X Sent to WW Treatment System
Mixing drum cleaning (MD)
CR Generate ® Discharge X Sent to WW Treatment System
Facility will spray -down or actively wet aggregate piles
DO Yes
❑ No
Page 3 of 7

6. Wastewater treatment alternatives
What wastewaters were considered for this alternatives review: DOVE Z RM ®MD
Are there existing sewer lines with a one mile radius: CC Yes ❑ No
If Yes:
❑ The wastewater treatment plant will accept the wastewater. It is feasible to connect. Explain:
❑ The wastewater treatment plant will accept the wastewater. It is not feasible to connect. Explain:
® The wastewater treatment plant will not accept the wastewater (attach a letter documenting)
® Surface or subsurface disposal is technologically feasible
❑ Surface or subsurface disposal is not technologically feasible
Explain: Surface disposal of wastewater is technologically feasible
❑ Surface or subsurface disposal system is feasible to implement
X Surface or subsurface disposal system is not feasible to implement
Explain: There is no area within the facility to implement a surface disposal system, and due to
the temporary nature of this facility, installation of such a system is not feasible.
What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to
surface waters? Explain: Due to the temporary nature of this facility, direct discharge is more economically and
environmentally feasible than surface or subsurface discharge.
Discharge to surface waters is the most environmentally sound alternative of all reasonably cost-effective
options of the wastewaters being considered:
X Yes
❑ No — contact DEMLR's Land Application Unit to determine permitting requirements
If this review included all wastewater discharge types, would excluding some types make of the above non -
discharge options feasible?
❑ Yes
® No
7. Other Facility Conditions (check all that apply and explain accordinalv):
❑ This facility has a DMLR Erosion & Sedimentation Control Permit.
If checked, list the permit numbers for all current E&SC permits for this facility:
❑ This facility has a Division of Waste Management permit.
If checked, list the permit numbers for all current DWM permits for this facility:
DO This facility has other NPDES permits.
If checked, list the permit numbers for all current NPDES permits:
NCS000588 (held by RDU airport)
❑ This facility has Non -Discharge permits (e.g. recycle permit).
If checked, list the permit numbers for all current Non -Discharge permits:
DO This facility uses best management practices or structural stormwater control measures.
If checked, briefly describe the practices/measures and show on site diagram:
Site will utilize temporary diversions, sediment basins, and other BMPs to control storm water
F
his facility has a Stormwater Pollution Prevention Plan (SW PPP).
ecked, lease list the date the SWPPP was implemented:
The SWPPP will be implemented upon approval of this application and issuance of COC
Page 4 of 7

❑ This facility is subject to Phase It Post -Construction Area
If checked, please list the permitting authority:
❑ This facility is located in one of the 20 Coastal Counties
If checked, please indicate if the facility is adding more than 10,000 ft2 of built -upon area or is a CAMA Major Permit
❑ Will add more than 10,0000 ft of built -upon area
❑ Is a CMA Major Permit
❑ Yes to both
❑ No to both
X1 This facility is discharging wastewater to a stormwater BMP
If checked, please indicate the permitting authority, and attach letter approval to do so:
❑ This facility has wastewater treatment facilities in the 100-year floodplain
❑ This facility stores hazardous waste in the 100-year floodplain.
If checked, describe how the area is protected from flooding:
❑ This facility is a (mark all that apply)
❑ Hazardous Waste Generation Facility
❑ Hazardous Waste Treatment Facility
❑ Hazardous Waste Storage Facility
❑ Hazardous Waste Disposal Facility
If checked, indicate:
Kilograms of waste generated each month:
Type(s) of waste:
How material is stored:
Where material is stored:
Number of waste shipments per year:
Name of transport/disposal vendor:
Transport/disposal vendor EPA ID:
Vendor address:
❑ This facility is located on a Brownfield or Superfund site
If checked, briefly describe the site conditions
8. Regyired Items (Application will be returned unless all of the following items have been included):
ff Check for $100 made payable to NCDEQ
V(Popy of most recent Annual Report to the NC Secretary of State
his completed application and any supporting documentation
line drawing of the water flow through the facility.
opy of county map or USGS quad sheet with the location of the facility clearly marked
Letter documenting that W WTP will not accept wastewater (if applicable)
❑ Approval from permitting authority to discharge wastewater to a stormwater BMP (if applicable) N/A
Page 5 of 7

a)
b)
c)
d)
e)
f)
g)
h)
k)
1)
Two (2) 24" x 36" site diagrams showing, at a minimum, existing and proposed:
outline of drainage areas
Stormwater/wastewater treatment structures
Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas)
Delineation of drainage areas to each discharge point
Runoff conveyance structures
Areas and acreage where materials are stored
m)
Impervious area acreages
Locations(s) of streams and/or wetlands the site is draining to, and applicable buffers
Site property lines, North Arrow, and bar scale
If applicable, the 100-year floodplain line
Acreage of each stormwater and wastewater topographical area
Each of the facilities' wastewater or stormwater source and discharge structures and each of its hazardous waste
treatment, storage, or disposal facilities
Notation of the water quality classification of the receiving water that site waters eventually discharge to
Site location (insert)
9. Applicant Certification:
North Carolina General Statute 143-215.60; (i) 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 ... shall be guilty of a Class 2 misdemeanor which may include a fine not
to exceed ten thousand dollars ($10,000).
Under penalty of law, I certify that:
11 am the person responsible for the permitted industrial activity, for satisfying the requirements of this permit, and for any
�ivil or criminal penalties incurred due to violations of this permit.
L"J The information submitted in this N01 is, to the best of my knowledge and belief, true, accurate, and complete based on
my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the
information.
1�rl will abide by all conditions of the NCG140000 permit. I understand that coverage under this permit will constitute the
permit requirements for the discharge(s) and is enforceable in the same manner as an individual permit.
lf1 hereby request coverage under the NCG140000 General Permit.
Printed Name of Applicant: -17A R1 MATc
Title: fS O�ITMks5s'r
C-n-o46•Zt
(Signature of Applicant) (Date Signed)
Mail the entire package to: DEMLR— Stormwater Program
Department of Environmental Quality
1612 Mail Service Center
Raleigh, NC 27699-1612
Page 6 of 7

❑ This facility is subject to Phase II Post -Construction Area
checked, please list the permitting authority:
❑ Thi acility is located in one of the 20 Coastal Counties
If checke lease indicate if the facility is adding more than 10,000 ft2 of built -upon area or is a LAMA ajor Permit
❑ ill add more than 10,0000 ft of built -upon area
❑ Is a A Major Permit
❑ Yes to b th
❑ No to both
❑ This facility is dischargin wastewater to a stormwater BMP
If checked, please indicate th ermitting authority, and attach letter approval to do so:
❑ This facility has wastewater trea ent facilities in the 100-year floodplain
❑ This facility stores hazardous waste 11 the 100-year floodplain.
If checked, describe how the area is prof ted from flooding:
❑ This facility is a (mark all that apply)
❑ Hazardous Waste Generation Facility
❑ Hazardous Waste Treatment Facility\ /
❑ Hazardous Waste Storage Facility ,
❑ Hazardous Waste Disposal Facility
If checked,' dicate:
Kilograms of waste generated each month:
ype(s) of waste:
How materal is stored:
Where material is stored:
Number of waste shipments per year:
Name of nsport/disposal vendor:
Transport/disposal vendor EPA ID:
Vendor ad�tg
❑ This facility is located on a Brownfield or Sup fund site
If checked, briefly describe the site conditions
8. Required Items (Application will be retuJned unless all of the following items have be' i ncluded):
❑ Check for $100 made payable to NC Q
❑ Copy of most recent Annual Repo to the NC secretary of State
❑ This completed application and ny supporting documentation
❑ A line drawing of the water f w through the facility.
❑ Copy of county map or USO quad sheet with the location of the facility clearly marked
❑ Letter documenting tha WTP will not accept wastewater (if applicable)
❑ Approval from permi ing authority to discharge wastewater to a stormwater BMP (if applicable)
Page 5 of 7

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Proposed Temporary
?? Concrete Batch Plant /
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Surface Waters Map
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Proposed Temporary
— Concrete Batch Plant
Site

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Little Brier Creek
(C,NSW)!
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Legend
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Drainage Area
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Existing Drainage for Proposed ZACHRY nN
Temporary Concrete Plant Site Submitted to:
NCDEMLR Stormwater Program
4699 Nelson Road, Morrisville, N.C. 1612 MSC, Raleigh, N.C. 27699-1612
rj
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Disclaimer
25 50 100 f[ Maps makes every effort to produce and publish
the most current and accurate information possible.
I I I However, the maps are produced for information pu
and are NOT surveys. No warranties. expressed or
1 inch equals 50 feet are provided for the data therein, its use,or its interp

34'
--i----j-----------J----I--
2:1
pH Reduction Basin
21 Containment Dimensions 21
Top Dimensiorm: 30)X
But Dimensions: 18'x8'
2:1
Containment Limits \ Excavation Limits /
pH Reduction Basin
Containment Dimensions
Top Dimensions: 39x20'
Bol, Dimensions:l8'x8'
Water Retention Depth: 3'
Sides: 2:1(Horiz.:Vert.)
34' 10'
Ou101
Containment Limits
RR Dam 3 bDam
2
Legend
k CL B Rip Rap
Cut Material
Containment Limits
Excavation Limits
Setting Basin
Containment Dimensions
Top Dimensions: 75'x25'
Bot. Dimensions: 63ki3'
Water Retention Depth: 3'
Sides: 2:1 (Horiz.:Vert.)
3 baffles spaced evenly
IS
Containment Limits
C-.�'t6TWV W'I
Stab. Fabric Proposed Storm and Wastewater
Mud Mat Treatment System for Temporary Concrete Plant Site
Baffles
Section A -A
4699 Nelson Road, Morrisville, N.C.
2:1
Washout Pin
2.1 Containment Dimensions
Top Dimensions: 42'x20'
BoL Dimensions: 22'x12
2:1
--------------------
Containment Limits
Excavation Limits
Washout Pit
Containment Dimensions
Top Dimensions:42'x20'
Bot, Dimensions: 22'x12'
Water Retention Depth: 2'
Sides: 2:1(Hortz.:Vert.)
—8:1
EXISTING
GROUND
Wash Containment Limits
Station
RR Dam 1
Approximate Excavation (BCY)
Washout Pit:
143 BCY
RR Dam 1:
18 BCY
Setting Basin:
325 BCY
RR Dam 2:
22 BCY
pH Reduction Basin:
106 BCY
NOTE: This Drawing is Not to Scale
,JA ZACHRY
Submitted To: NCDEMLR Stormwater Program
1612 MSC, Raleigh, N.C. 27699-1612
614 BCY

[VINCE
W[HAGAN
CONCRETE BATCHING EQUIPMENT
HT • SHT • HTS SERIES
HAGANATOR TRAVEL•ALL
SUPER HAGANATOR TRAVEL -ALL
HAGANATOR TRAVEL -ALL + SUSPENSION
m
4
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V
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• PATENTED TRUSS FRAME TRAVELS AS ONE LOAD OF FREIGHT
• NO CRANES NEEDED - OPTIONAL HYDRAULIC SELF ERECT
• CAN BE SET UP ON CONCRETE FOUNDATION OR STEEL PLATES
• IN -TRUSS DUST COLLECTION AVAILABLE
MANUAL OR AUTOMATED BATCHING CONTROLS
• UP TO 400 YDS/HR (CENTRAL MIX)
WWW.VINICE HAGAN.COM

HT SERIES HAGANATORTR"EL-ALL
In 1956, Vince Hagan, founder of The Vince Hagan Company, began with an original idea. He designed and built the
first fully mobile concrete batch plant. Over the years, this patented "Haganator" design has become an international
icon for the mobile concrete industry. Today, The Vince Hagan Company is continuing to improve this original idea.
By bringing together proven experience and the most current technology, we offer our customers the highest quality
products and services available in the industry.
The HT -Series Haganator Travel -All is the most time -
efficient and cost-effective full mobile concrete batch plant
available today. The HT is completely mobile and travels
as a single load of freight including dust collection, saving
you transportation cost. At your job site, the plant can be
fully erected and operational in less than four hours. All
components are on board and the entire plant is pre -wired
and plumbed for air and water. All plants tested at our factory
to ensure trouble free start-up and operation.
HT -SERIES BATCH PLANT WITH HCA
• Plant mounted jet -pulse dust collection system
• Auto dust recycle system
• Up to 500 barrels of cementatious storage
• Up to 100 Tons of aggregate storage
• Complete hydraulic self -erect system
No cranes needed
• Multi -flight cement screw feeders up to 12"
• Deep trough transfer belt 24" to 48" wide
(Belt speed 380 ft./min. up to 650 ft./min.)
• 12 yard aggregate batcher
• 12 yard cement batcher
• Water batcher

SPECIFICATIONS & SIDE ELEVATION
The Vince Hagan Company offers the highest quality products and services available. Our sales and
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best service before and after the sale. A successful project begins with The Vince Hagan Company.
TRAVEL POSITION
OPERATING POSITION
HYDRAULIC SELF ERECT OPTION
ELIMINATES THE NEED & COST OF CRANES - FAST & EASY SET UP IN REMOTE LOCATIONS

HAGANATOR TRAVEL -ALL
1iA+1
r
ELETRICAL CONTROLS
",al panel
yore.
win".
manual1. NEC Gcipabh Mang m EMT
condun to NEC St mere s. ,ri Ndwoonrreol
wish mdor stairs muai ra, in NEMF
pleugas eaaeld .. sl requkements and
gengyase shrew avaBade.
Fm
WORK PLATFORMS S
WALKWAYS
Safety without wmpromisng pwlablid,
Include this opban for easy accessibiely
and maintenance. Folds up and
travels with the plant. Mi platfomrs and
walkways can i painted safety yellow.
IN -TRUSS CEMENT SILO
M - S eBL cement shaage. Mrgest in
tM iMuslry (1 ou. fl psi BBL) In -truss
frame design includes N pipe, pressure
relief valve. piped theratbn ii tam,
manholeand dual discharge with
emergency stii gates. optional spit
sno avatlable.
MOBILE CONCRETE BATCH PLANT
SCREW FEEDERS
Twin y', 1p', or 12'.. feeders.
Fastest available with 112 pki li initial
11,01 M prevent packing. TEFC aia Vic
mold. hhi a on plates, dean out detts.
aM emergene/ reversing starters.
DUST SHROUD
Various shroud options available to
match trenirl mixerbores erred filed.
'baby buggy or lelescopict. M designM
for h* efictaa c oust wtlection.

HT SERIES HAGANATOR TRAVEL -ALL
CAPACITY (THEORETICAL) 90 120 YPH (TRANSIT MIX)
AXLES (DUAL TIRES, 10 HOLE WHEELS & AIR BRAKES) TANDEM
SCHARGE HEIGHT (STEEL CLEARANCE)
14 6"
OVERHEAD BIN, 3 OR 4 COMPARTMENTS
45 TON/33.3 CY
(BOTH SIDES FOED DOWN FOR TRAVEL)
YES
AGGREGATE BATCHER SIZE
12 YARDS - 40,0000
4 POINT LOAD CELL 20K EACH
YES
AGGREGATE BATCHER GATES
2 DOUBLE CLAM
TRANSFER BELT CONVEYOR
24"/15 HP
380 FPM
DEEP !ROUGHING IDLERS
35 DEGREES
CEMENT SILO (IN -TRUSS DESIGN)
250 BBL/1000 CU. FT.
CEMENT FEEDERS, MULTI FLIGHT
TWIN I"/10HP/42 CFM
(REVERSIBLE &INDEPENDENTLY CONTROLLED)
YES
CEMENT BATCHER SIZE
12 YARDS-10,000#
4 POINT LOAD CELL (3K EACH)
YES
CEMENT BATCHER DISCHARGE
10" BUTTFRFLY
WATER METER (PIPING TO DISCHARGE)
2" TURBO
AIR COMPRESSOR
10 HP
ELECTRICAL SERVICE(PRE-WIRED IN EMT CONDUIT)
460V/3PH/60HZ
TRAVEL DIMENSIONS-
ENGTH (KING PIN TO REAR)
MOTH
EIGHT
WEIGHT
130-170 YPH (TRANSIT MIX)
TRIPLE
142"
65 TON/48.1 CY
YES
12 YARDS-40000N
YES
2 DOUBLE CLAM
30"/20 HP
380 FPM
35 DEGREES
300 BBL/1200 CU. FT,
TWIN 10"/15HP/100 CFM
YES
12 YARDS-10,000N
YES
10" BUTTERFLY
3"TURBO
15HP
460V/3PH/60HZ
160 220 YPH (TRANSIT MIX)
TRIPLE
14 2"
65 TON/48.1 CY
YES
12 YARDS - 40,00014
YES
2 DOUBLE CLAM
36"/30HP
380 FPM
35 DEGREES
400 BBU1600 CU. FT,
TWIN 12"/25HP/240 GEM
YES
12 YARDS-10,000111
YES
10" BUTTERFLY
3"TURBO
15 HP
46DV/3PH/60HZ
UP TO 400 YPH (CENTRAL MIX)
FOUR
14' 10'
80 TON/59-2 CY
YES
12 YARDS 40,0000
YES
2 DOUBLE CLAM
48"/60 HP
650 FPM
35 DEGREES
500 BBL/2000 CU. FT
TWIN 12"/25HP/240 CIM
YES
12 YARDS - 1 QOOON
YES
10" BUTTERFLY
3"TURBO
20 HP
46OV/3PH/60HZ
61'-0"
61'-0"
61'-0"
65'-6"
12' 0"
12' 0"
12'-0"
12' 0"
14'-6"
14'-6"
14'-6"
14'-6"
52,0000
56,000#
64,000N
87,0001

SHT SERIES & AUXILIARY SILO
IHT SERIES
SUPER HAGANATOR TRAVEL -ALL
• 500 Barrel Storage
• Incorporate a Tilt or Horizontal Shaft Mixer
for Wet Batch
• 6" Risers - Longer Truss
HCA SILO
MOBILE AUXILIARY SILO FOR
CEMENTATIOUS MATERIAL
The Vince Hagan HCA completely mobile auxiliary
cement or fly ash storage silo is also available. It
features an in -truss frame design for easy travel and
)t up. This low profile silo is the largest in the industry
..ith up to 500 BBL of storage capacity.
• 300, 400, 500 barels of storage
• Travels as one unit
• Screw feeder travels in -frame
• 7", 10", 12" size screws
• Holds 2 tanker loads of material
• Allows for Silo -Top Dust Collector
• Can add an HCB Batcher or central dust collection
Max capacity based on cement at 94 lb/cu. ft.
Min capacity based on cement at 60 lb/cu. ft.
Cement fully aerated @ 70#/cu. ft. - Unaerated @ 94#/cu. ft.
Fly ash fully aerated @ 55#/cu.ft. - Unaerated @ 70#/cu.ft.
HYDRAULIC SELF ERECT OPTION
ELIMINATES THE NEED & COST OF CRANES - FAST & EASY SET UP IN REMOTE LOCATIONS
NO CRANES
NEB
SELF ERECT

HT SERIES ADAPTS TO YOUR WET BATCH NEEDS
WN
HT PAIRED WITH HORIZONTAL SHAFT MIXER
WITH RCC UPGRADE
SHT PAIRED WITH TWIN SHAFT MIXER
r
its
i l\
r
ro
BHT PAIRED WITH A PORTABLE TILT MIXER
• HYDRAULIC SELF ERECT • AIR COMPRESSOR UPGRADE
• FOLDING WALKWAYS & HANDRAILS • DESICCANT AIR DRYER
• AUTO DUST RECLAIM
• MANUAL OPERATING CONTROLS
• SHROUD UPGRADE
• QUICK CONNECT PLUGS
• WATER HEATER AND CHILLER
• AERATION PAD UPGRADE
• WEIGHED WATER SYSTEM
• WINCH FOR FOLDING LEGS
• COMPUTER AUTOMATED
OPERATING CONTROLS
• A.R. OR POLY LINERS
• MOUNTED TRAILER JACKS
•LOGO PLACEMENT
• CONTROL TRAILER
•CENTRAL GREASE SYSTEM
• TIRE COVERS

■
�r>f� ,� BUSINESS CORPORATION ANNUAL REPORT
rM>o22
-'NAME OF BUSINESS CORPORATION: Zachry Construction Corporation
SECRETARY OF STATE ID NUMBER: 1138081 STATE OF FORMATION: DE
REPORT FOR THE FISCAL YEAR END: 12/31 /2021
SECTION A:
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E - Filed Annual Report
1138081
CA202210101778
4/11/2022 0915
❑X Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County
SECTION B: PRINCIPAL OFFICE INFORMATION
160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417
1. DESCRIPTION OF NATURE OF BUSINESS: Construction -Highway & Building
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
5. PRINCIPAL OFFICE MAILING ADDRESS
14410 Wurzbach Parkway, Suite 120 14410 Wurzbach Parkway, Suite 120
San Antonio, TX 78216 San Antonio, TX 78216
6. Select one of the following If applicable. (Optional see Instructions)
❑ The company is a veteran -owned small business
❑ The company Is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Kathryn Cordova NAME: Thomas COyt Webb NAME: David S. ZaChry
TITLE: Assistant Secretary TITLE: Secretary TITLE: Chairman Of The Board
ADDRESS:
P.O. Box 33240
San Antonio, TX 78265
ADDRESS:
ADDRESS:
P.O. Box 33240 P.O. Box 33240
San Antonio, TX 78265 San Antonio, TX 78265
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
enVvian Garza -Steele 4/11/2022
SIGNATURE
Form must be signed by an officer listed under Section C of this form.
Vivian Garza -Steele
Print or Type Name of Officer
Vice President
Print or Type Title of Officer
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Ralelgh, NO 27626-0525

SECTION E: ADDITIONAL OFFICERS
NAME: Donna Dimond
TITLE: Assistant Secretary
ADDRESS:
P.O. Box 33240
San Antonio, TX 78265
NAME: Vivian Garza -Steele
TITLE: Vice President
NAME: Gary Doty
TITLE: Vice President
ADDRESS: ADDRESS:
P.O. Box 33240 PO Box 33240
San Antonio, TX 78265 San Antonio, TX 78265
NAME: Bryan S Golla NAME: Travis Henry Woss NAME: Ranjeet Gadhoke
TITLE: Controller TITLE: Vice President TITLE: Vice President.
ADDRESS: ADDRESS: ADDRESS:
PO Box 33240 PO Box 33240 PO Box 33240
San Antonio, TX 78265 San Antonio, TX 78265 San Antonio, TX 78265
NAME: Thomas Coyt Webb NAME: Jason Sharpe NAME: Sammuel White
TITLE: Vice President TITLE: Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
P.O. Box 33240 P.O. Box 33240 P.O. Box 33240
San antonio, TX 78265 San antonio, TX 78265 San antonio, TX 78265
NAME: NAME:
TITLE: TITLE:
ADDRESS:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME: NAME: Name:
TITLE: TITLE: TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS: ADDRESS: ADDRESS:

Anqe, Christopher
From: Don E. Johnson <[e-mail]>
Sent: Wednesday, June 29, 2022 6:17 PM
To: Ange, Christopher
Subject: Re: RDU Runway 5U23R and Taxiway B Preservation - Concrete Batch Plant Wastewater
Disposal
CAUTION: This message originated outside of the organization. Please use caution when clicking on links or opening attachmentsl
Christopher,
Thank you for providing information about your proposed discharge, if the wastewater is not treated to a pH level of 11
or lower we would not allow the discharge of said batch plant wastewater into the sanitary sewer.
Don Johnson
Pretreatment Program Supervisor
Town of Cary
Sent from my iPhone
On Jun 29, 2022, at 4:29 PM, Ange, Christopher <[e-mail]> wrote:
You don't often get email from [e-mail]. learn why this is important
Don — thank you for speaking with me on the phone earlier
To follow up, we are contracted with Balfor Beatty, who is the CM for RDU on this pavement
preservation project at the airport. We will be setting up a temporary concrete batch plant to produce
concrete needed for the project. As part of the plant setup process, we are required to obtain coverage
under the general permit, NCG140000, which regulates the discharge of process wastewater to surface
waters in North Carolina. Part of the application process requires us to consider alternatives to surface
water discharge. In particular we are asked to consider taking the untreated wastewater to a local
wastewater treatment plant for processing. Would your facility accept this water?
I anticipate the pH of untreated wastewater to be 12+ and the TSS to be well in excess of 100 mg/I
If you have any questions or need any clarification, please feel free to reach out to me.
Thank you,
CMA
<ima9e001 Jpg>
BUILDING THE EXTRAORDINARY
Christopher M. Ange, PE j Project Manager — Concrete Paving
M: 336.406.9060 1 Email: [e-mail]
10900 Granite St.