NCG140403_COMPLETE FILE - HISTORICAL_20110921

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ ��0�� � � a �
YYYYMMDD

North Carolina
Beverly Eaves Perdue
Governor
Mr. Wilbur Dees, PE
2927 Middlesex Rd.
Fayetteville, NC 28306
Dear Mr. Dees:
,i;
NCDEAR
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
September 21, 2011
Dee Freeman
Secretary
Subject: Return of Authorization to Construct Request
ATC for COC No. NCG140403
OIB Ready Mixed Concrete
Brunswick County
This letter is in reference to your ATC application received on July 12, 2011, for the
construction and operation of the subject wastewater treatment facilities. The Division of
Water Quality is returning your application in accordance with recent changes in
legislation. Session Law 2011-394, which became effective July 1, 2011, no longer
requires a permit to "enter into a contract for the construction, installation, or alteration
of any treatment works or disposal system or to construct, install, or alter any treatment
works or disposal system within the State when the system's or work's principle function
is to conduct, treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste
or sewage from an industrial facility and the discharge of the industrial waste or sewage
is authorized under a permit issued for the discharge of the industrial waste or sewage
into the waters of the State. Notwithstanding the .above, the permit issued for the
discharge may be modified if required by federal regulation."
Based upon our review of your application, the subject project does not require an
Authorization to Construct.
Please note that based on a cursory review, the proposed system design does not
appear to capture the 25-yr, 24-hr storm without discharging; and then recycled.
Please be advised that these legislative changes do not relieve you of any other condition
or requirement of your NPDES permit and that the construction and/or operation of
wastewater collection, treatment, and/or disposal facilities without a valid permit is a
violation of North Carolina General Statute §143-215.1 and may subject the
owner/operator to appropriate enforcement actions in accordance with North Carolina
General Statute §143-215.6A-6C. Civil penalties of up to $25,000 per day per violation
may be assessed for failure to secure a permit required by North Carolina General
Statute §143-215.1.
If you have any questions concerning this matter, please contact Robert Patterson at
telephone number [phone], or at [e-mail].
'.letlands and Stormwater Blanch
; 617 Mail Service Center, Ralegh, North Carolina 27699-1617
oration: 12 N. Salisbury F. Rsleig' North Carolina 2-604
hone: 9 q-807-63001 FA> 919-807 � 494 L Customw ;ei •+ice: 1 877-623-6748
lnternet:w.-m cwaterquality.org
A.ntqual0,eoriunilylAiirmx, :Ar.@onF: Moyer
One
N(irthCarolina
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Mr. Wilbur Dees, PE
NCC140403 ATC - C;B Ready Mixed Concrete
Sep! -amber 21, 2011
Sincerely,
Robert D. Patterson, PE
Stormwater Permitting Unit
cc: Mr. Daniel Simmons - OIB Ready Mixed Concrete, LLC
Wilmington Regional Office - Linda Willis
SPU Files
Page 2 of 2

lip NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 17, 2011
Mr. Wilbur Dees, PE
2927 Middlesex Rd.
Fayetteville, NC 28306
Subject:Additional Information Request
ATC for COC No. NCG140403
0113 Ready Mixed Concrete
Brunswick County
Dear Mr. Dees;
Dee Freeman
Secretary
Additional information for Authorization to Construct a wastewater treatment system
was received by the Stormwater Permitting Unit.via email on August 9, 2011.
However, a review of that additional information showed that the application is still
incomplete. Before the ATC can finish being processed, please provide information
regarding the following:
1. You stated in your letter dated August 9, 2011, that "We will construct basin no. 6
to retain the additional storm waters between the 25 year and the 10 year storm
events." However, the calculations provided in the original ATC request only show
that the 10-yr storm will be captured (plus 1' of freeboard). Please provide
calculations to substantiate your above statement. Note that if you do capture.
and recycle the 25-yr storm (plus 1' of freeboard), then analytical monitoring is no
longer required. A water balance must be provided to show that it can be reused
within approximately 5 days.
2. If the 25-yr storm (plus 1' of freeboard) is not captured and recycled, then you
must provide settling calculations to show that the discharge will be able to meet
permit limits. The data from a single event, a narrative, and a promise to do after
construction testing to get empirical data is not acceptable to proving that these
limits will be met prior to construction.
If you have any questions concerning this matter, please contact Robert Patterson at
telephone number [phone], or at [e-mail].
Sincerely,
e6
/1]
Robert D. Patterson, PE
Stormwater Permitting Unit
Wetiands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 one
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604 Nord 'Caro"a
Phone: [phone] FAX [phone] Customer Service:1-877-623-6748
Internal: www.ncwaterquality.or9 - rfd
An Equal Opportunity 1 Affirmative Action Employer
Nw

Mr. Wilbur Dees, PE
NCG140403 ATC — OIB Ready Mixed Concrete
August 17, 2013
cc: Mr. Daniel Simmons - OIB Ready Mixed Concrete, LLC
Wilmington Regional Office - Linda Willis
SPU Files
Page 2 of 2

WILBUR E. DEES, P.E., P.L.S.
CONSULTING ENGINEERING AND LAND . SURVEYING
2927 MIDDLESEX ROAD
FAYETTEVILLE, N. C., 28306
PHONE 1 FAX [phone]
CELL [phone]
AUGUST 9, 2011
STORMWATER PERMITTING UNIT
DIVISION OF WATER QUALITY
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
RE: OIB READY MIX CONCRETE, LLC
PO BOX 6965
1581 LOBLOLLY LANE
OCEAN ISLE BEACH, NORTH CAROLINA 28469
DEAR SIR:
AUG 9 2011
a'NR • WATER QU411Y
WETWO AND STOR1uIMlATS WAKH
WITH REGUARDS TO YOUR LETTER DATED JULY 22, 2011, REQUESTING
ADDITIONAL INFORMATION FOR THE ATC FOR COC NO. NCG140403, OIB
READY MIXED CONCRETE, BRUNSWICK COUNTY, WE BELIEVE THAT ANY
SETTLING COMPUTATIONS FURNISHED, USING THE STOKES LAW
FORMULA, WOULD BE DISTORTED.
IN A STORM EVENT THE CONCRETE PLANT WOULD BE SHUT DOWN.
THERE WOULD BE NO WASTE WATER CREATED BY THE PLANT
OPERATION FOR THE STORM DURATION. THE WASTE WATER CREATED
WOULD COME FROM THE STOCK PILES AND THE PLANT WASH DOWN
SOURCES ONLY. DURING THE STORM DURATION THE POLLUTANTS
FROM THESE TWO SOURCES WOULD BECOME LESS AND LESS
CONCENTRATED. THE STORM WATERS WOULD BE CLEANING THESE
TWO SOURCES AS THE STORM WOULD PROGRESS.

WE THINK BY TESTING THE BASINS, AS THEY ARE CONSTRUCTED, AND
DURING LESSER RAINFALL EVENTS, WE CAN ESTABLISH AN EMPIRICLE
"SETTLING TIME" THAT IS MORE REALISTIC.
WE WILL CONSTRUCT BASIN NO. 6 TO RETAIN THE ADDITIONAL STORM
WATERS BETWEEN THE 25 YEAR AND THE 10 YEAR STORM EVENTS.
BASED UPON THE STORM DATA PREVIOUSLY SUBMITTED THE 10 YEAR,
24,HOUR EVENTf;WILL PRODUCE APPROXIMATELY 7 INCHES OF
RAINf=A[C.' THE'25, YEAR, 24 HOUR EVENT WILL PRODUCE
APPROXIMATELY 8.5 INCHES OF RAINFALL
PLEASE,ADVISE ANY ADDITIONAL INFORMATION THAT YOU MIGHT NEED.
SINCERELY YOURS,
WILBUR E. DEES, P.E., P.L.S.

Au
0�
NCDENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
Mr. Wilbur Dees, PE
2927-Middlesex Rd.
Fayetteville, NC 28306
Dear Mr. Dees:
Division of Water Quality
Coleen H. Sullins
Director
July 22, 2011
Natural Resources
Subject: Additional Information Request
ATC for COC No. NCG140403
OIB Ready Mixed Concrete
Brunswick County
Dee Freeman
Secretary
Your facility's application for Authorization to Construct a wastewater treatment system was
received by the Stormwater Permitting Unit on July 12, 2011. However, a review of the
application package showed that the application is incomplete. Betbre the ATC can finish being
processed, please provide information regarding the following:
Please provide settling calculations to show that the discharge will be ab?e to meet permit
limits. The data from a single event and narrative is not acceptable to proving that these limits
will be met. The narrative states that wastewater will be sampled before it is released, but the
system is only sized for the 10-yr, 24-hr rain event. So, rain events in excess of the 10-yr, 24-
hr event will be able to discharge, and not allow for sampling prior to release. Another
alternative to providing settling calculations is to size the system to hold the 25-hr, 24-hr rain
event plus 1 foot of freeboard.
If you have any questions concerning this matter, please contact Robert Patterson at telephone
number [phone], or at [e-mail].
Sincerely,
Robert D. Patterson, PE
Stormwater Permitting Unit
cc: Mr. Daniel Simmons — OIB Ready Mixed Concrete, LLC
Wilmington Regional Office — Linda Willis
SPU Files
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: 91M07-64941 Customer Service: 1-877-623-6748
fitemet: www.ncwaterquality,org
An Equal Opportunity\AiiirmativeAcbcn Employer
One
NorthCarohna
;Vatura!!y

WILBUR E. DEES, P.E., P.L.S.
CONSULTING ENGINEERING AND LAND SURVEYING
2927 MIDDLESEX ROAD
FAYETTEVILLE, N. C., 28306
PHONE / FAX [phone]
CELL (910) 6244779
JUNE 24, 2011
STORMWATER PERMITTING UNIT
DIVISION OF WATER QUALITY
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
RE: OIB READY MIX CONCRETE, LLC
PO BOX 6965
1581 LOBLOLLY LANE
OCEAN ISLE BEACH, NORTH CAROLINA 28469
DEAR SIR:
OIB READY MIX CONCRETE, LLC, RESPECTFULLY REQUEST AN
AUTHORIZATION TO CONSTRUCT (ATC) PERMIT TO UPGRADE ITS
EXISTING FACILITIES TO PREVENT FUTURE WASTEWATER DISCHARGE
FROM ITS PROPERTY BY INSTALLING THE RECYCLE SYSTEM AS SHOWN
ON SHEET NO. W-3 OF THE ATTACHED DRAWINGS.
THE FOLLOWING ARE ITEMS OF WORK THAT NEEDS TO BE
CONSTRUCTED AT THE PLANT SITE.
1- RECONFIGURE THE EXISTING STOCKPILES TO DRAIN WESTWARD TO
THE NEW HALF ROUND PIPE AS SHOWN ON DRAWING SHEET W-3
WHICH IS ENCLOSED HEREWITH.
2- INSTALL NEW 15 INCH HALF ROUND PIPE PARALLEL TO THE
WESTERN PROPERTY LINE AS SHOWN ON DRAWING SHEET
W-3. THE HALF ROUND PIPE SHALL BE CORRUGATED PLASTIC.

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3- INSTALL THE NEW HOLDING BASINS AND DETENSION BASIN AS
SHOWN ON DRAWING SHEET W-3.
4- INSTALL THE OVERHEAD HOLDING TANK AND PUMP TO PROVIDE
RECYCLED WATERS FROM THE HOLDING BASINS TO WASH TRUCKS
AND MIXER DRUMS AS SHOWN ON DRAWING SHEET W-3.
5- RELOCATE EXISTING FUELING FACILITIES TO THE SOUTHWEST
CORNER OF THE PROPERTY AS SHOWN ON DRAWING SHEET W-3.
6- REGRADE THE AREA WHERE THE MIXER TRUCKS ARE BATCHED SO
ANY "SPILL -OVER WATER" CAN BE DISCHARGED INTO HOLDING BASIN
#1 AS SHOWN ON DRAWING SHEET W-3
7- INSTALL NEW RIPRAP, SILT FENCE, HOLDING AREA AND ROCK DAM
AT THE NORTHEAST CORNER OF THE PROPERTY TO PREVENT
EROSION.
8- INSTALL NEW FORTANS PH CONTROL AND MONITORING SYSTEM,
MODEL 5000S.
9- REGRADE PROPERTY TO INSURE THAT THE EXISTING IMPERVIOUS
AREAS ARE KEPT CLEAN AND THAT THE EXISTING NATURAL
DRAINAGE IS MAINTAINED.
THE ABOVE ITEMS OF WORK CAN BEGIN WITHIN 10 WORKING DAYS
AFTER THE ATC PERMIT IS RECEIVED. ALL WORK AND TESTING CAN BE
COMPLETED WITHIN 120 WORKING DAYS.
SINCERELY YOURS, VRloof
E•p
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f EAL 9�
WILBUR E. S, P.E., P. *; 29594
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CAO:nI "

AUTHORIZATION TO CONSTRUCT APPLICATION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR COVERAGE UNDER
GENERAL PERMIT NCG140000
FOR
OIB READY MIX CONCRETE, LLC
PO BOX 6965
1581 LOBLOLLY LANE
OCEAN ISLE BEACH, NORTH CAROLINA 28469
6/24/2011
PREPARED BY:
WILBUR E. DEES, P.E., P.L.S.
2927 MIDDLESEX ROAD
FAYETTEVILLE, NORTH CAROLINA 28306

WILBUR E. DEES, P.E., P.L.S.
CONSULTING ENGINEERING AND LAND SURVEYING
2927 MIDDLESEX ROAD
FAYETTEVILLE, N. C., 28306
PHONE I FAX [phone]
CELL [phone]
TABLE OF CONTENTS FOR "AUTHORIZATION TO CONSTRUCT"
APPLICATION
COVER SHEET
TABLE OF CONTENTS
NCDENR APPLICATION SHEETS 1-5
EXHIBIT I - DIRECTIONS TO PLANT SITE
EXHIBIT II - MERITECH, INC - II ANALYSIS OF SAMPLES
EXHIBIT III - ENVIRONMENTAL CHEMIST, INC. DATA
EXHIBIT IV - FORTRANS PH CONTROL AND MONITORING SYSTEM
EXHIBIT V - PRECIPITATION CHART
EXHIBIT VI - CHART OF VALUES FOR RUNOFF COEFFICIENTS
EXHIBIT VII - LIMITED LIABILITY COMPANY INFORMATION (2 SHEETS)
EXHIBIT VIII - TYPICAL CONCRETE MIX DESIGN
EXHIBIT IX -AGENT DESIGNATION
FACILITY LOCATION SHEET
BRUNSWICK COUNTY MAP
PLANT NARRATIVE - 3 SHEETS
OPERATIOS NARRATIVE - 2 SHEETS
DRAWING SHEET W-1
DRAWING SHEET W-2
DRAWING SHEET W-3
DRAWING SHEET W-4
DRAWING SHEET W-5
DRAWING SHEET W-6

AIFA
Division of Water Quality / Surface Water Protection
NCDENRNational Pollutant Discharge EIimination System
rXVRWWl.`R Nay IEamv. ib"-.W443
NCG140000
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under G
NCG140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with acti
SIC (Standard industrial Classification) Code - 3273
Ready Mixed G.,, luf GLG
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction'.
For xisplant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NO] is also an APPLICATION FOR Authorization'to continue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 211.0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG 14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 2H .0138 & .0139.
For questions, please contact the DWO Regional Office for your area. (Seepage 5)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No,
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Page 1 at 5 .
'As per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into Operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and seated by a P.E.
SWU-229-071408
Last revised 7114/08

NCG140000 N.O.I.
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). __Z; i- Z
(A copy of a county map or USES quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 2_ '� % ' Longitude A - /�(deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
X Existing
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code:
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(Include a site diagram showing the process areas present at this facility.)
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? � �. ' 1 /�- ; rl _ _el,46E 4�� s
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in?
If the site stormwater discharges to a separate storm sewer system,
sewer system (e.g. City of Raleigh municipal storm sewer). /
Receiving water classification (if known):
the operator of the separate storm
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG140000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-I or freshwater ORW.
9) Does this facility have any other NPDES permits?
X No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
><No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
❑ No
Page 2 of 5
SWU-229-071408 Last revised 711412008

NCG140000 N.O.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
ANo
❑ Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring or planned at this facility?
XNo
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning XYes ❑ No
Wetting of raw material stockpiles AYes ❑ No
Mixing drum cleaning Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater./.S X�Sj� W, ,e / To, �' � "�ke C-/ /29 ': �- � f<
V-1—A
For a sufficient application, you must provide design specifics e. design volume retention time, surface
aPp Y p g p ( 9-, 9
area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH — 6-9 SU, Total
Suspended Solids (TSS) — 30 mg/l, and Settleable Solids (SS) — 5 mill.) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or d1schar4e Aracess wastewater:
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOL For new sites, you must submit three -(3) sets of design plans and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, dimensions, retention time, piping, settling basin details, etc.
Please note: If new treatment systems are planned for an existing site, an ATC will be required
prior to construction of those facilities. Plans/specs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWO may
request the status of your plans for requesting an ATC upon issuance of the COC.
15) Does the facility use or plan to use a recycle system?
❑ No
X.Yes
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
,%57 year, 24-hr rainfall event
For a recycle system (regardless of when it overflows}, please provide plans, calculations, and design
specifics (e.g., throughput assumptions/water balance, design volume, retention time, surface area, amount of
freeboard in design storm event, etc.). [Use separate sheet(s)].
VLFor a sufficient application, the information must demonstrate compliance of final discharge with permit
--! effluent limits (pH — 6-9 SU, Total Suspended Solids (TSS) -- 30 mg/I, and Settleable Solids (SS) -- 5 ml(l), or
must demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hr
rainfall event plus one foot of freeboard under design operating conditions.
Page 3 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
A No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design.
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) Hazardous Waste:
a) is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
ANo
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
.kNo
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
A No
-
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year. -
Name of transport / disposal vendor: _
Vendor address:
18) Certification:
North Carolina General Statute 143-215.6 B(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; 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
[Environmental Management) 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).
I hereby request coverage under the referenced General 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.
1 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 Nanle of Person Signing:
Title:��
(Signature of
Signed)
Notice of Intent -must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following Items have been included:
Check for $100 made payable to NCDENR.
This completed application and all supporting documentation (including design details and calculations for
treatment systems).
} if an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
1 or local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138).
For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
1 specifications for wastewater treatment facilities (including recycle -systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7),
a�=t, For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
1 •SS recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwaterlwastewater treatment structures, (c) location of
stormwater/wastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
>� A county map or USGS quad sheet with location of facility clearly marked..
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service'Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWO Regional Office for your area.
DWQ Regional Office Contact information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 5 of 5
SWU-229-071408 Last revised 7/14/2008

WILBUR E. DEES, P.E., P.L.S.
CONSULTING ENGINEERING AND LAND SURVEYING
2927 MIDDLESEX ROAD
FAYETTEVILLE, N. C., 28306
PHONE 1 FAX [phone]
CELL [phone]
EXHIBIT NO. 1
DIRECTIONS TO OIB READY MIX CONCRETE, LLC
1581 LOBLOLLY LANE
OCEAN ISLE BEACH, NORTH CAROLINA, 28469
FROM THE INTERSECTION OF NORTH CAROLINA ROADWAY NC 9041 NC
179 AND LOBLOLLY LANE, WITHIN THE CITY LIMITS OF OCEAN ISLE
BEACH, NORTH CAROLINA, PROCEED NORTHWEST ON LOBLOLLY LANE
THRU THE INTERSECTION OF EASTBROOK AVENUE SW 493'+1- TO THE
ENTRANCE OF THE PROPERTY.
SEE ATTACHED "GOOGLE VICINITY MAP"

Address 1581 Loplolly Ln SW
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NIERITECH, INC - Il
Laboratory Certification No. 602
4350 Sea Pines Drive
Southport, NC 28461
Phone [phone] fax. (91 d) 457-0289
Alternate Phone [phone]
OIB Ready Mix Concrete
PO BOX 6965
1581 Loblolly L2ne
Ocean Isle, NC 28469
corrected copy(sm)
ATTN: Daniel Simmons
Date of Report
219111
REPORT OF ANALYSIS
MONTH February YEAR 2011
Sample
pH
- e:> + . O
Total Suspended Solids
(TSS) . O
Settleable Solids
(SS)
LOCATION
ID
0A7E
TCAE
94 hr dock
Analysis
Date
Analysis
Time
24 hrdoC,
UNITS
ANALYSIS
DATE
m9n
ANALT515
DATE
MW
01B RA7C
Sample #i
218111
1128
2/8/11
1420
9.2
218111
33
218/11
0.2
018 RMC
Sampfe 92
2/8/11
1130
VS/11
1420
12.0
2/8/11
71
2l8/11
t0.2
018 AMC
Sample 43
218111
1132
2A/11
1420
8.0
2 VI1
6
218/11
40.2
013 RMC
Sample #4
218111
1136
218111
142D
6.9
_ 2l8/11
c2.5
2/8/11
qG
SM'Pt� eor+Ff�1
Tyra Q antcl
G
G
I hereby certify that I have reviewed and approve these data
Laboratory Representative

Y-a Enviro tal Chemists, Inc.
i c3 iy 4 u _ aO2 Windmill Way + Wilmington, NC 28405
[phone] (Lab) • [phone] (Fax)
F' 710 Bowsertown Road • Manteo, NC 27954
[phone]
ANALYTICAL & CONSULTING
CHEMISTS NCDENR- DWQ CERTIFICATE #94. DLS CERTIFICATE #37729
Customer:
BBS CONTRACTORS
360 E. 24' Street
Lumberton, NC
Aria: Matt Lennon
Date of Report: April 1,'2008
Purchase Order #:
Report Number: 8-2586
REPORT OF ANALYSIS
Date Sampled: 03/15/08 Report To: Matt Lennon
Sampled By: Client
4Jj
WATER- 'A
Parameter
6TI�' -ska.{ tGl�
OiB
County Water
Date
# 5390
# 5391
# 5392
AngtgA
PH, units
SM 4500 H - B
5.94
7.80
7.40
3/24/08
Turbidity, as NTQ
2.8
56.5
0.4 *
3/18/08
SM 2310 B
x3/19/08
Total Solids, TS mg/L
92
2,T92
72
3/20/08
SM 2540 B
Dissolved Organic Carbon, DOC mg/L
5.8
1.4
3.8
3/24/08
SM 5510 B
Manganese, Mn mg/L.
< 0.005
0.006
0.011
3/24/08
EPA 200.7
Tin, So mg/L
< 0.05
< 0.05
< 0.05
3/28/08
EPA 200.7 —T� q1 C-
Zinc, Zu mg/L S
EPA 200.7 /
0.020
9.52
< 0.005
3/24/08
Copper, Cu mg/L
0.0I2
< 0.005
0.015
3/24/08
EPA 200.7
Lead, Pb mg/L
EPA 20000.7
< 0.003
0.025
< 0.003
3/28/08
Iron, Fe mg/L
0.288
0.272
0-018
3/24/08
EPA 200.7
Oil & Grease
EPA 1664 A
< 5
36
< 5
3/20/08
Chlorides, Cl - mg/L
8
922
31
3/31/08
SM 4500 Cl-B
1
Comments:
--
Reviewed by

f' -
I = FommuspH CONTROL &
MONITORING SYSTEM
MODEL 5090S
i 1
s
Model 5000S Portable Building Enclosure
The Fortrans system is installed in a portable utility
building enclosure, 4 feet wide, 4 feet deep and 8 feet
high. The Model 5000S is equipped with a steel access
door with lockset, as well as lighting and a shelf. The
Model 5000S is also built on a Trex* skid with Coex•
flooring for durability and maximum water resistance.
Supplied with an exterior GFCI outlet for the pump
connection, and exterior cam lock quick -connect fittings
for inlet and discharge hoses. Model 5000S is suited
for exterior installation at a facility where the detention
basins are in a remote location, or where equipment
security may be of concern.
Shipping weight 650 Ibs. Class 200 freight.
FortranspH System Benefits
• Optimize process and storm water treatment to
comply with federal and local regulations. Reduce or
eliminate costs of storing or off -site disposal of excess
process water.--
• Operational Cost Savings. Fortrans pH control
systems are exceptionally efficient, with 60% to 70%
typical operational expense savings over acid -based
PH adjustment systems. The Fortrans system reduces
total suspended solids to EPA standards of less than
30 mg/ liter without additional chemicals or filters.
• Maintenace Cost Savings. An elegant design allows
Fortrans pH control systems to operate automatically,
24 hours a day. Routine maintenance is simple
and easy.
• Safety. Fortrans pH control systems use carbon
dioxide in lieu of hazardous acids. Employees will not
need protective equipment or safety training for handling
hazardous acids used in other pH control methods.
• Proven Reliability. Fortrans pH control systems, with
our exclusive in -line CO2 injection and diffusion
technology provides a proven pH control solution, with
hundreds of installations currently operating throughout
the United States.
• Performance. Fortrans guarantees their systems will
perform to their customers, satisfaction, and we back
this with a 60 day purchase price refund offer.
{Less Shipping}
Options And Accessories Available
Please visit us on line or call....
fortransfne.com
[e-mail]
919.365.8004
1.866.959.7267
M-F 8:30am - 5:30pm EST
7400 Siemens Rd.,Suite B
PO Box 40
Wendell N.C. 27591
Model 5000S Portable Building Enclosure
The Fortrans system is installed in a portable utility
building enclosure, 4 feet wide, 4 feet deep and 8 feet
high. The Model 5000S is equipped with a steel access
door with lockset, as well as lighting and a shelf. The
Model 5000S is also built on a Trex* skid with Coex•
flooring for durability and maximum water resistance.
Supplied with an exterior GFCI outlet for the pump
connection, and exterior cam lock quick -connect fittings
for inlet and discharge hoses. Model 5000S is suited
for exterior installation at a facility where the detention
basins are in a remote location, or where equipment
security may be of concern.
Shipping weight 650 Ibs. Class 200 freight.
FortranspH System Benefits
• Optimize process and storm water treatment to
comply with federal and local regulations. Reduce or
eliminate costs of storing or off -site disposal of excess
process water.--
• Operational Cost Savings. Fortrans pH control
systems are exceptionally efficient, with 60% to 70%
typical operational expense savings over acid -based
PH adjustment systems. The Fortrans system reduces
total suspended solids to EPA standards of less than
30 mg/ liter without additional chemicals or filters.
• Maintenace Cost Savings. An elegant design allows
Fortrans pH control systems to operate automatically,
24 hours a day. Routine maintenance is simple
and easy.
• Safety. Fortrans pH control systems use carbon
dioxide in lieu of hazardous acids. Employees will not
need protective equipment or safety training for handling
hazardous acids used in other pH control methods.
• Proven Reliability. Fortrans pH control systems, with
our exclusive in -line CO2 injection and diffusion
technology provides a proven pH control solution, with
hundreds of installations currently operating throughout
the United States.
• Performance. Fortrans guarantees their systems will
perform to their customers, satisfaction, and we back
this with a 60 day purchase price refund offer.
{Less Shipping}
Options And Accessories Available
Please visit us on line or call....
fortransfne.com
[e-mail]
919.365.8004
1.866.959.7267
M-F 8:30am - 5:30pm EST
7400 Siemens Rd.,Suite B
PO Box 40
Wendell N.C. 27591

Fortrans Process Water Management
pH CONTROL SYSTEMS
All standard' Fortrans
pH Control Systems include:
• The Fortrans exclusive in -line carbon dioxide diffusion
and injection system (patent pending) adjusts the
pH of process water and/or storm water automatically,
on an as -needed basis. This carbon dioxide pH
adjustment system is driven by a programmable logic
controller that achieves, and then automatically
maintains a target range (usually pH 7.5 to pH 8.0),
for water stored in your detention basin. Target pH
range is adjustable. Includes pH measurement cell,
and fully automated operation. Highly reliable, and
exceptionally ecbriomical to operate.
• High efficiency stainless steel submersible pump
with stainless steel impeller, thermally protected
continuous -duty motor, and float assembly to protect
against run -dry condition. The standard system
pump yields approximately 70,000 gallons per day
from a typical 12 to 15 foot deep detention basin,
and has capacity to pump from basins or pits 20 feet
and more in depth.
• High quality pump boom, 2 feet high, with 30" boom
reach, including a manual winch.
• 1.5-inch pump connection and 1.5-inch discharge
hoses (25 feet each) with cam lock quick connect
fittings for quick and easy set-up.
• Electronic flow rate meter to indicate
that the system is operating within a normal flow
range, or to indicate that maintenance cleaning of
the pump inlet, or the system hoses, is required.
• Factory installed industrial -duty surge suppressor to
protect the system electronics.
• Red light fixture to warn that the system pH has
exceeded the alarm set -point. Provides automatic
alarm indication that CO2 supply is exhausted, and
your tank requires filling.
• A system enclosure that is best suited to your
facilities needs.
- Feature an exclusive in -line carbon dioxide diffusion
and injection system to precisely adjust the pH of
process water in detention basins.
- Reduce or Eliminate Cost of Storing or Disposal of
Excess Process Water
• Safer and Less Costly Than Acid Based
Treatment Systems
• Simple Design for Low Maintenance
• Use Treated Water for Recycling -Dust Control -
Irrigation -Truck Washing
•Treated water meets pH and Total Suspended Solids
limits for discharge or return to municipal waste .
water systems
,.:. '"OxWspH CONTROL 8r +
MONITORING SYSTEM
MDDf[ 50908
Model 5000B Compact Metal Enclosure
The Fortrans system is installed in a heavy gauge all
aluminum enclosure with a sloped top. The piano
hinged top and swing away doors allow for easy
access to all system components. The Model 5000B
is constructed on a Trex• skid with Coex° flooring for
durability and maximum water resistance. Supplied_
with an exterior GFCI outlet for the pump connection,
exterior cam lock quick -connect fittings for inlet and
discharge, and grommeted enclosure penetration for
CO2 supply hose. Light in weight, yet heavy-duty, the
Model 5000E is ideal for exterior installation within a
secured facility. Shipping weight 290 lbs. Class 55 freighL

Precipitation frequency Data Server Page 1 of 4
i POINT PRECIPITATION �#
FREQUENCY ESTIMATES
FROM NOAA ATLAS 14 .... f
North Carolina 33.9055 N 78.4608 W 26 feet
from "Precipitation -Frequency Adas of the United States" NOAA Atlas 14, Volume 2, Version 3
G.M. Boanin, D. Martin, B. Lin, T. Parzybok, M.Ydaa, and D. Riley
NOAA, National Weather Service, Silver Spring, Marytand, 2004
Extracted: Tue May 3 2011
Confidence Limits I seasonaiity I Related Info I GIS data .Maps I Docs Retum to state Map
Precipitation Frequency_ Estimates (inches)
ARI* 5 10 Fx5io
306fl120 l02030 45 60
3hr 6hr I2hr±24hr 48hr 4d F-d-ay'•(Years) min ; min `min ; min'; min 5�5`555�5 day. 11 y , da
�- 4.51 O-i1 ; lAl 1.38 ,; 2.06. 2.22 2,72 3.20 , 3.70 4.32 4.82 5.55 ' 6.25 : 8.39 10.41 ' 12.98; 15.59
ti 0_60 ; 0.96 1.20 166 ? 2.09' 2.50 F2 69-1 3.31 ! 3 88 ' 4.49 : 5,23 , 5.83 f 6.69 ' 7.50 I0.00 I2.37 15.34 18.37
r 5 0.69 : 1.11 '_ 1.41 2 QO 2.56 i 3.15 ; 3.40 t 4.18_ 4.95 ; 5.81 � 6.70 7.37 ; 8.40 • 9.26 } 12.16 : 14:$0 ' 18. 11 21.44
10 0.7$ 1.24 ` 1.57 2.2$ 2.96 3.72 4.05 , 4.99 , 5.93 694 : 7.9b 8.67 ; 9.81 10.72 13.92 16.73 20.32.23.84
25 0.88 1.40 '. 1.77 ' 2.62 3.49 ' 4.49' 4.95 6.12 ; 7.33 8.65 9.84 ; 10.59 111.84 i 12.79 , 16.40 ] 4.39 r 23.30 27.02'
50 0.95 , 1.52 ; 1.92 ; 2 89 3.92 ` 5.16 5 75 ' 7.13 ' 8.59 10. ] 5 l L46 : 12.21 13.53 � 14.50 118.41 21.50 25.66 29.47
100 1, 1.03 i.64 2.07 j JT1T4.36 1 5.86' 6.61- ; 8.22 9.96 111 82 13.28 1399; 15.36 16.33: 20:52: 23 65 2$.03 31.89
20fl ; 1.11 1,75 ° 2.21 : 3.44 ! 4.83 ; 6.61 7.55 9.43 ` 11.56 13.71 ` 15.30 15.94 i 17,33 18.28 22_74; 25.87 30.46 34.32
500 ' 1.20 1.90 .2.40 ; 3.81 i 5.47 7.70 ; 8.94 , 11.23. 13.82 ; 16 59 18.36 18.91E 20.18' 21.09 ; 25.87. 28 92 33.76 ; 37.54
1000 , 1.29 + 2.03 ' 2.54 4 12 ; 6.02 8.64 10.17' l2 83 ; 15 91 ; 19 12. 21.01 21.45 t 22.57 23.41 28.41 t 31 33 36.33 39.99 .
These precipitation frequency estimates are based on a partial duration setim ARI is the Average Recurrence Interval.
Please refer to NOAA Aftas 14 Document for more information. NOTE: Fomratting tomes estimates near zero to appear as zero.
* Upper bound of the 900/a confidence interval
Precipitation Frequency Estimates (inches)
ARl**, 5 10 15 30 60 ! 120, 3 6 12 24 48 4 7 10 26 30 45 60
ears i mm , min mm : min : min I m►n ; hr hr ? hr ' hr hr day_ : da da t da da da[,.day
- - --
(Y- _� ![ Fi 1 t ��I Y_ l _.Y-`!-y.•I y y _
±�1 ! 0.55 ! 0.87 ? 1.09 r 1_50 ; 1.86 ` 2. 25 2.45 3.00 3.56 ? 4.16 _ 4.77 _' 5.27 6.O 1 b.74 ? 8.97 E 1 ] .09 13.77 16.4b
�;r 2 0.65 ] .04 i 1.30 ] 80 ', 2.26 ' 2.74 ' 2.98 , 3.66 4.33 4.9$ 5.78 : 6.36 7.25 ^ 8 O8 10.70 13.17 ; 16 28 : 19.40
5 10.75 : 1.20 ; 1.52 2 16 ! 2.77 ; 3.44 3 75 4_62 5.52 : 6.43 ! 7_41 8.04 + 9.10 9.99 _ I3.01 : 15.76 , i 9 22 22.64
_-10 f 0.84 , I_34 ff 2.46 ; 3.20 `: 4,05 = 4.46 5 50 ' 6.60 7.68 8.80 ': 9.46 10.63 1 i.56 1488! 17.83 ; 21 56 25.16
_25 0.94 ` 1.50' I.91 ; 2.82 3.76 4.89 ' S.44 16.74 ; 8.13 : 9.55 10.88. 11.55 12.83 13.79 i 17.53 ; 20 66 ; 24.75 28.54'
50 1.03 1.64 2.07 , 3.12 4.22 SY61 6.32 7.84 ' F9.5 I I I 20. 1269' 13.34 68 14 15.6b ` ] 9.72 ; 22.96 t 27 28 31.17
IOfl I^ 11 ; i.76 : 2.23 3.41 ' 4.70 6.38 : 7.25 ' 9.03 : 11.03 13.06 14.73 15.32 16.b9 17.66 22.03 25.31; 29.87 33.81:.
200 1.19 ! 1.89 2.38 3.71 ! 5.21 `: 7 l9 i 8.27 : 10V35 12 72 15.17 ? 17.04 17.52 18.89 19:85:, 2451. 27 76 � 32_57 : 36.47'
500 ' 1.30 ; 2. 66 2. 99 4.12 5. 11 ' 8.38 9.81 12.35 15 -o- 18.44 , 20.55 ; 20.9I 2216 23.06 i 28�08" 31.21 j 36 30 40.08
1000 ; 139 2.19 2.75 4.46 6.51 = 9.43 ' 11 18 : 14.13 : 17.59 21 36 , 23.56 ; 23.88.24.94 25 77 ` 31 O1 33.98 39.26 42.90
The upper bound of the confidence interval at 90% confidence Level is the value which 5% of the simulated quantile values for a given fiequency are greater than.
These precotaWn Imquency estimates are based on a partial duration series. ARI is the Average Return xe Interval.
Please refer to NOAA Atlas 14 Document for more information. NOTE: Formatting prevents estimates near zem to appear as zero.
* Lower hound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARi** 5 10 15 30 ' 60 120f 3 6 12 24 48 4 7 10 20 30 45 60
' (years)° min ; min , min ; min , min min hr hr ` hr hr hr Iday fday day ! day day i day day
1 0.47 0.75 0.94 ? 1.28 1.60 1.90 2_04 2.49 _ 2 90 3.37 3.95 ; 4.45 5:14 ; 5,83 7 _86 9.86 12.24 14.76
r! 0.56 F 0.89 ].12 ; 1,54 ; 1.94 2.31 2.47 ; 3.02 3 51 4.10 4.79 S37 6.21 6 98 937 1 L63! 14 48 17.38
5 O.b4 1.03 1 _30 1 85 ; 2.37 ' 290 3 1 I 3.81 , 4 47__ 5.29 6J2 ; 6.78 _+ 7.77 8 60 ' l 1 38 ; 13 91 17 08' 2026 i
10 0.72 i 1.15 1.45 2.10 2.74 ' 3.41 3.69 4V53 5 33 , b.30 : 7.23 ' 7.95 __ 9.05 ; 9.93 13_00 i 15.69 ; 19 12 ! 22.48
25 0.80. 1.28 I _62 2.40 3_20 ; 4. 99 4.48 : 5.52 : f6 54 ; 7.79 8.86 9.63 10.86 11 79 ; 15.24 ! 18.11 ; 21.86 ! 25.4 l
50 0.87 ' 1.39 , 1.76 ', 2.65 3.59 4.68 ; 5.17 i 6.38 7.61 9. 55 ; 10.23 ; 11.03 12.33 , 13.29 17 02 19 99 ; 23 97 ! 27.62
r�r-1 A r .1 -r ----I r-r -- r r r r r 1 -1 r
http:/lhdse.nws.noaa. gov/cgi-binlhdsc/bui ldout. perl?type=pf&units=us&series=pd&staten... 5/3 /2011

Values of Runoff Coefficient (C) for Rational Formula Page I of I
Values of Runoff Coefficient (C) for Rational Formula
Land Else_
C_
Land Use
Lawns:
Sandy soil, flat, 2%
0.05-0.10
Business:
Sandy soil, avg., 2-7%
0.10-0.15
Downtown areas
0.70-0.95
Sandy soil, steep, 7%
0.15-0.20
Neighborhood areas
0.50-0.70
Heavy soil, flat, 2%
0.13-0.17
Heavy soil, avg., 2-7%
0.18-0.22
Heavy soil, steep, 7% w
0.25-0,35
Agricultural land.
Bare packed soil
*Smooth
0,30-0.60
Rough
0.20-0.50
Residential:
Cultivated rows
Single-family areas
0.30 - 0'.50
*Heavy soil, no crop
0,30-0.60
Multi units, detached
0.40-0.60
*Heavy soil, with crop
0.20-0.50
Munti units, attached
0.60-0.75
*Sandy soil, no crop
0.20-0.40
Suburban i
0.25-0.40
*Sandy soil,with crop
0.10-0.25
Pasture
*Heavy soil
0.15-0.45
*Sandy soil
0.05-0.25
Woodlands
0.05-0.25
Industrial.
1
Light
t�are as
Streets:
Asphaltic
Concrete
0.70-0.95
Heavy areas
0.60-0.90
Brick
0.70-0.85
FFii-k—s-, cemeteries J1
0.10 7 0-2-5 !FU-nlm-proved
areas
.0.10-0.30
IPlaygrounds __._.JFO.20-0.35
71Drives
and walks
F 0.75-0.85
FRailroad yard areas
0.40
Roofs
*Note: The designer must use judgement to select the appropriate "C" value within the range. Generally, larger areas
with permeable soils, flat slopes and dense vegetation should have the lowest "C" values. Smaller areas with dense soils,
moderate to steep slopes, and sparse vegetation should assigned the highest "C" values.
http://water.rne.vccs.edu/courses/CfV246/table2_print.htm 7/7/2011

' � Ivvlui l.2Yl'VIAfAi3 ,,GI:ICIiLI'y OT AiaZ�
Page 1 of 2
North Carolina
Elaine F. Marshal! DEPARTMENT OF THE
+_ J Secretary SECRETARY of TATE
PO Box 29622 Raleigh, NC 2762"622 (91.9;t;B07-2000
Date: 7/5/2011
Click here to:
View Document Filings l Sign Up for E-Notifications I
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report l
Corporation Names
-'-NV OIB READY MIX LEGAL
CONCRETE, LLC
Limited Liability Company Information
SOSiD:
1025021
Status:
Current -Active
Effective Date:
1 /31/2008
Dissolution Date:
Annual Report Due
Date:
Citizenship:
DOMESTIC
'State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
Office Address:
Mailing Address:
Principal Office
Office Address:
Mailing Address:
Officers
Title:
Name:
Business Address:
Title:
Name:
SIMMONS, GRADY L., JR
360 E 24TH STREET
LUMBERTON NC 28358
POST OFFICE BOX 944
LUMBERTON NC 28358
1581 LOBLOLLY LN.
OCEAN ISLE BEACH NC 28469
POST OFFICE BOX 944
LUMBERTON NC 28358
MANAGER
DANIEL SIMMONS
POST OFFICE BOX 944
LUMBERTON NC 28358
MEMBER
GRADY L. SIMMONS JR.

1Lh008A9100! 96
of Z�%�r-
STATE OF NORTH CAROLINA `Y
DEPARTMENT OF THE SECRETARY OF STATE
LIMITED LIABILITY COMPANY
AR
OIB READY 1VIIX CONCRETE, LLC
SOSID: 1025021
Date Filed: 1/31120081:56:00 FM
Elaine F. Marshall
North Carolina Seeretary of State
C200803100196
Pursuant to §5713-2:20 ofthe General Statutes ofNorth Carolina, the undersi ned does hereby submit these
Articles of Organization for the purpose offohning a rinutea liab�ty omnanv.
I . The name of the limited liability company is: 01B READY MIX CONCRETE, LLC
2. The latest date on which the limited liability company-is-to•dissoLve-i;RED. M .
3. The name and address of the organizer executing these articles of organization are as follows:
Jason W. Wenzel
P. O. Box 1567
Smithfield, North Carolina 27577
4. The street address and county of the initial registered office of the limited liability company are:
Number and Street: 360 E 24`' Street
City, State, Zip Code: Lumberton, North Carolina 28358
County: Robeson County
5. The mailing address of the initial registered office is:
Post Office Box 944
Lumberton, North Carolina 28358
6. The name of the initial registered agent is: Grady L. Simmons, Jr.
7. This limited liability company is a manger -managed LLC: except as provided by N.C.G.S. Section
57C-3-20(a), the members of this limited liability company shall not be managers by virtue of their
status as members.
8. These articles will be effective immediately upon filing.
This 30'' day of January, 2008.
J n W. Wenzel, Organ r

4I13 READY MIX
1581 Lobtolly Lane SW
Seaside, NC 28468
STATEMENT OF CONCRETE MIX DESIGN & SOURCE OF MATERIALS
Date: 05-JUI-11
Project_ - R.M_ Producer 0IB Rea0f 1NIx
Placement TRUCK Plant Location: Seaside, NC
Concrete Type 3000 PSI Contractor. -
Mix Design - One Cubic Yarsd Based on SSD Condition
Class of Concrete: 3000 PSI Aggregate Type: # 67 STONE
'Lab Mix Design No_: Design Air Content (%): 2.0
Materials: Volume Source: Producer/Location:
Cement: Type 1 350 lb_ 1.7$ Holcim Georgetown, SC
Fly Ash: Class F 150 lb. 1.07 SEFA Georgetown
Fine Agg. + M 1537 lb. 9.33 H.R Coffin Sand Conway Pit
Coarse Agg. + M 1529 lb. 10A0 Grand Strand Materiafs Grand Strand Agg.
Total Water / CY 3Z0 gal. 4.28 City Well
Admit. (AE) "' az. 0.54 Chryso Air 260 Chryso Inc
Admix. (HRWR) 0.0 oz_ O ilma 203 g±ryEo Inc
Adrnbc. (W.R.) 35.0 oz. Plsstimix 50 Chryso Inc
Admix. (Retarder) 0.0 oz PlasUrnix 100R Chryso Inc
Totall 27.00
The quantity of mixing water shown is to produce a 4.00 inch stump
The water cement ratio by design 0.53
NOTE: All test to be performed at the at the ready mix truck
(1) The quantities of fine and or coarse aggregates necessary to conform to specification in regard to consistency and
workability shall be determined by the method described in "Recommended Practice for Selecting Proportions for
Concrete" (ACI 211.1) and "Placing Concrete by Pumping Methods" (ACI 304), using the absolute volume basis.
The WIC ratio, slump, cement and air content shall conform to the Standard Specifications or requirements for the
class of concrete desired_
Admixtures used will conform to ASTM C 494 or ASTM 260 for Air Entrainer and dosage rates will be determined as needed.
MIX DESIGN DATA
FA_ FM Z44 FA -Abs%
FA_ - Sp. Gr. Z64 CA. -Abs%
Prepared by:
Submitted by:
0.2 CA_ - Sp. Gr. 2.45
0.6 C.A. - Unit Wt. 101.6
Mortar - Cubic Feet
(Company Representative)
— As required
"Retarder (Chryso Tard 100R)may be added per manufacturer's recommended dosage rate of 1-2 oz. per 100 weight of
cementitious material. Dosage rates vary contingent upon customer's desired results_ The addition of this admixture must
be approved in writing by project architect or engineer prior to its use on this project and specifically requested by the finisher
before it is to be included in each batch of concrete.
"Accelerator (Chryso Turbo Cast C4A) may be added per manufacturer's recommended dosage rate of 16-32 oz. per 100 weight
of cementitious material. 16 oz per 100 weight is considered 1 % accelerant whereas 32 oz per 100 weight is considered
2% accelerant The addition of this admixture must be approved in writing by project architect or engineer prior to its use on this
project and specifically requested by the finisher before it is to be included in each batch of concrete.
"Super Plasticizer (Chryso Optima 256) may be added per manufacturers recommended dosage rate of 3-4 oz: per 100 weight
of cementitious material. The addition of this admixture must be approved in writing by project architect or engineer prior to its
use on this project and specifically requested by the finisher before it is to be included in each batch of concrete.

JIB Ready Mixed Concrete
PO BOX 6965
1581 Loblollv Lane
ocean Isle, NC 28469
Date: Tuesday, July 05, 2011
I iwK[61-10_ ML I
Ref: setter of Authorization —Wilbur Dees, P.E
PHONE: (910) 575-HARD
(4273 )
FAX: [phone]
Wilbur Dees, a registered Professional Engineer, is hereby given Authorization to act as
our agent for the purpose of obtaining permitting as required by NCDENR to operate our
concrete plant.
Our Authorized Engineer's Contact Information:
Wilbur Dees, P.E
2927 Middlesex Rd
Fayetteville, NC 28306
Phone: [phone]
e-mail: [e-mail]
If further documentation is needed, please do not hesitate to contact me_
Sincerely,
Daniel Simmons
OIB Ready Mixed Concrete, LLC
1

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NCG 140403
0I13- Ready Mix
Latitude: 330 54' 20" N
Longitude: 780 27' 39" W
County: Brunswick
Receiving Stream: UT to Jinnys Branch
Index No.: 15-25-2-15-1-(1)
Stream Class: C; Sw
Sub -basin: 03-07-59 (Lumber River Basin)
Facility Location

WILBUR E. DEES, P.E., P.L.S.
CONSULTING ENGINEERING AND LAND SURVEYING
2927 MIDDLESEX ROAD
FAYETTEVILLE, N. C., 28306
PHONE / FAX [phone]
CELL [phone]
JUNE 24, 2011
STORMWATER PERMITTING UNIT
DIVISION OF WATER QUALITY
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
RE: OIB READY MIX CONCRETE, LLC
PO BOX 6965
1581 LOBLOLLY LANE
OCEAN ISLE BEACH, NORTH CAROLINA 28469
READY MIX CONCRETE PLANT NARRATIVE
OIB READY MIX CONCRETE, LLC, IS A PERMANENT INDUSTRIAL FACILITY
THAT PRODUCES A WET MIX OF CEMENT, SAND, GRAVEL, FLY ASH AND
SOME ADMIXTURES THAT ENHANCE THE WET MIX. THE PLANT
ACTIVITIES ARE CLASSIFIED AS STANDARD INDUSTRIAL
CLASSIFICATION (SIC) CODE 3273, READY MIXED CONCRETE (RMC).
IT IS THE INTENT OF OIB READY MIX CONCRETE, LLC, TO INSTALL AND
OPERATE A PROCESS WASTEWATER RECYCLE SYSTEM FOR WASHING
OF CONCRETE DELIVERY TRUCKS. THE RECYCLE SYSTEM WILL
CONSIST OF THREE HOLDING BASINS, A RECYCLE BASIN, A WASH
DOWN BASIN AND A DETENTION BASIN. DURING NORMAL OPERATIONS,
THE RECYCLE SYSTEM WILL OPERATE AS A CLOSED SYSTEM WITH NO
DISCHARGE. DURING RAIN EVENTS THE HOLDING BASINS WILL OVER
FLOW INTO THE DETENSION BASIN WHERE SUSPENDED PARTICLES

WILL SETTLE AND THE PH FACTOR MONITORED AND ADJUSTED WITH A
FORTANS SYSTEM TO ALLOW THE DISCHARGE WASTEWATER TO
COMPLY WITH THE MANDATORY REQUIREMENTS OF 30 MGIL FOR
TOTAL SUSPENDED SOLIDS (TSS), 5 MGIL FOR SETTLEABLE SOLIDS
(SS), AND 6-9 SU FOR PH.
THE OIB READY MIX CONCRETE, LLC, OPERATIONS IS LOCATED ON A
3.99 ACRE TRACT OF PROPERTY IN BRUNSWICK COUNTY, NORTH
CAROLINA. THE SITE IS THE LOCATION WHERE A PREVIOUS READY MIX
CONCRETE COMPANY OPERATED FOR A CONSIDERABLE NUMBER OF
YEARS. THE GEOGRAPHICAL LOCATION IS LATITUDE 33 DEGREES 54
MINUTES 20 SECONDS N AND LONGITUDE 78 DEGREES, 27 MINUTES, 39
SECONDS W.
ENCLOSED, HEREWITH, IS DRAWING SHEET W-1 WHICH IS A SURVEY OF
THE PROPERTY WHERE THE READY MIX PLANT IS LOCATED. ALSO
ENCLOSED, HEREWITH, IS DRAWING SHEET W-2 WHICH IS A SITE PLAN
FOR THE PROPERTY THAT INCLUDES A TOPO.
THE PROPERTY IS RELATIVELY FLAT. RAINFALL SHEETDRAINS ACROSS
THE PROPERTY TO THE NORTHERN PROPERTY LINE. THERE ARE OPEN
DRAINAGE DITCHES THAT PARALLEL THE SOUTHERN AND WESTERN
PROPERTY LINES. THERE IS ALSO AN OPEN DRAINAGE DITCH THAT
PARALLELS THE EASTERN PROPERTY LINE. THESE DITCHES FLOW
WATER OFF THE NORTHERN PROPERTY. THERE IS SOME FLOW OF
WATER IN THESE DITCHES MOST OF THE TIME ALTHOUGH THE FLOW IS
RELATIVE LOW.
ALL WATERS DRAIN NORTHWARD TO ITS RECEIVING STREAM, UT TO
JINNYS BRANCH WHICH IS ABOUT Y2 MILE FROM THE PLANT SITE. THE
STREAM IS CLASSIFIED C: SwAND IS IN SUB -BASIN 03-07-59 (LUMBER
RIVER BASIN).
THE ABOVE REFERENCED READY MIX CONCRETE PLANT IS A LOW
PRODUCTION CONCRETE PLANT. IT PRODUCES APPROXIMATELY 15,000
CUBIC YARDS OF CONCRETE MIX PER YEAR. FOR A FIVE DAY WORK
WEEK AND 50 WEEKS PER YEAR THIS IS APPROXIMATELY 60 C.Y. OF
CONCRETE MIX PER DAY. USING 10 C.Y. MIXER TRUCKS TO DELIVER
THE PRODUCT TO JOB SITES, APPROXIMATELY 10 MIXER TRUCK LOADS
PER DAY ARE BATCHED.
MIXER TRUCK OIL CHANGES AND REPAIRS ARE "OUT SOURCED" TO
PRIVATE BUSINESSES. MIXER TRUCKS ARE FUELED "ON SITE" DAILY.
MIXER TRUCKS REQUIRE THEIR MIXER DRUMS TO BE WASHED A
MINIMUM OF ONCE PER DAY. AN ADDITIONAL WASH OF APPROXIMATELY

ONE PER DAY IS REQUIRED DUE TO THE OCCASIONAL RETURNED OF
UNUSED MIX MATERIAL FROM THE JOB SITE, APPROXIMATELY 250
GALLONS OF WATER IS REQUIRED FOR EACH WASH DOWN. THIS
GENERATES APPROXIMATELY (250 GALLIONS PER WASH)(TWICE PER
DAY)(10 TRUCK LOADS) 5,000 GALLONS OF WASTE WASH WATER EACH
DAY.
THE CONCRETE MIX MATERIALS CONSIST OF SAND, CRUSHED STONE,
CEMENT, FLY ASH, LIQUID ADMIXTURES AND WATER. THE SAND AND
STONE ARE MATERIALS THAT HAVE BEEN PRE -WASHED BEFORE
DELIVER TO THE PLANT SITE. -
THE CEMENT AND FLY ASH ARE STORED IN METAL SILOS. THE
ADMIXTURES AND WATER ARE STORED IN CLOSED METAL OR PLASTIC
CONTAINERS. THE SAND AND CRUSHED STONE ARE STORED IN THREE
SIDED OPEN STORAGE BINS. ALSO STORED ON SITE, IN OTHER OPEN
STORAGE BINS, ARE RIP RAP, CRUSHER RUN MATERIAL AND RECYCLED
WASTE CONCRETE PRODUCT.
THE RIP RAP, CRUSHER RUN MATERIAL AND THE RECYCLED WASTE
CONCRETE PRODUCT ARE NOT A COMPONENT OF THE READY MIXED
CONCRETE MATERIAL. THEY ARE MATERIALS SOLD TO ENHANCE THE
SERVICES OF THE READY MIX CONCRETE OPERATIONS,
THERE ARE NO HAZARDOUS WASTE MATERIALS USED NOR STORED
ON THIS SITE.
SINCERELY YOU S,
WfLBURE. DEES E., S.
E. Ord
A I
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OPERATIONS NARRATIVE
DURING NORMAL PLANT OPERATIONS WASTE WATER WILL BE CREATED
WHEN THE STOCK PILES ARE SPRAYED TO CONTROL DUST AND MOISTURE
CONTENT OF THE SAND AND STONE. THIS IS WASTE WATER AREA #1 AS
SHOWN ON SHEET W-4.
THE AMOUNT OF WASTE WATER CREATED FROM THIS OPERATION WILL BE
LESS THAN 1,000 GALLONS PER DAY. THIS WASTE WATER WILL BE
COLLECTED IN THE Y2 ROUND DRAINAGE PIPE AND EMPTIED INTO HOLDING
BASIN #1.
WASTE WATER CREATED FROM THE DAILY PLANT OPERATIONS AND
SHOWN ON SHEET W-4 AS WASTE WATER AREA #2 WILL APPROXIMATE
1,500 GALLONS.
THE WASTE WATER CREATED FROM THE TRUCK WASH AREA WILL BE
APPROXIMATELY 5,000 GALLONS PER DAY. THIS WATER IS DEPOSITED
DIRECTLY INTO WASH DOWN BASIN # 4.
APPROXIMATELY 2,500 GALLONS OF WASTE WATER WILL BE CREATED
DAILY IN EXCESS OF THE WASTE WATER THAT IS RECYCLED. ONE HOLDING
BASIN HAS THE CAPACITY TO STORE THIS WASTE WATER OVER TWO
WEEKS BEFORE IT WOULD FLOW INTO THE RETENTION BASIN.
DURING THE 10 YEAR, 24 HOUR STORM, FOR THIS PLANT'S LOCATION, THE
AREA WILL RECEIVE APPROXIMATELY 6.94 INCHES OF RAIN. WHEN THIS
EVENT OCCURS, THE NORMAL PLANT OPERATIONS WOULD BE SHUT DOWN
BECAUSE THERE WOULD BE NO DEMAND FOR CONCRETE DURING A
STORM EVENT. HOWEVER, THIS RAIN EVENT, WITHOUT ANY
INTERPOLATION, WILL CREATE 103,985 GALLONS OF WASTE WATER FROM
THE STOCK PILES, PLANT AND HOLDING BASINS WHERE WASTE WATER IS
STORED.
HOLDING BASIN #2 AND THE RETENTION BASIN #6 HAS A CAPACITY OF
112,500 GALLONS WITH A 12 INCH FREE BOARD. THE CAPACITY OF THESE
TWO BASINS CAN HOLD THE 103,985 GALLONS OF WASTE WATER CREATED
BY THE ABOVE REFERENCED 10 YEAR STORM.
THE PH FACTOR OF THE WASTE WATER CAN BE MONITORED AND_
ADJUSTED BY THE FORTANS PH CONTROL AND MONITORING SYSTEM
BEFORE ANY RELEASE OF THE STORM WATERS IS ALLOWED.

THE SETTLEABLE SOLIDS (SS) AND THE TOTAL SUSPENDED SOLIDS (TSS)
WILL BE TESTED FOR THE ALLOWABLE LIMITS BY "MERITECH" LAB BEFORE
ANY RELEASE OF THE STORM WATER IS ALLOWED.
FROM THE PREVIOUS TESTING PERFORMED BY MERITECH, INC - II, THE
DETENTION TIME NEEDED FOR THE "SS" AND "TSS' TO COMPLY WITH THE
ALLOWABLE LIMITS SHOULD BE LESS THAT 48 HOURS.
BY SIZING BASINS, THAT WILL CONTAIN THE PRESCRIBED WASTE WATERS,
ACCURATE DETENTION TIMES CAN BE ESTABLISHED AND VERIFIED BY
ACTUAL TEST RESULTS BEFORE ANY STORM WATERS ARE RELEASED.
ALL BASINS, DRAINAGE PIPE, SILT FENCE AND ROCK DAMS 1 DITCHES WILL
BE INSPECTED WEEKLY AND MAINTAINED AS NECESSARY.
AT A MINIMUM, ALL BASINS WILL HAVE THE SETTLED FINES REMOVED
WHEN THEY ARE 20% FULL. THE TRUCK WASH BASIN WILL REQUIRE THE
RECLAIMABLE MATERIALS TO BE REMOVED TWICE YEARLY OR AS
REQUIRED.
ALL BASINS WILL BE PIPED AND VALVED TO FACILITATE_ CLEANING WHEN
REQUIRED.
THE REQUIRED DATA WILL BE MONITORED AND THE REQUIRED REPORTS
AND LOGS MAINTAINED FOLLOWING ANY STORM EVENT THAT RECORDS A
Y2 INCH RAINFALL.
AN ON SITE RAIN GAGE WILL BE MONITORED AND A LOG BOOK FOR RAIN
EVENTS WILL BE RECORDED DAILY.

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DEED BOOK 2640
PAGE 944
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GRAPHIC SCALE
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HEIGHT — VARIES
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DEPTH — 36" MAX.
EXISTING CONTOURS
SPOT ELEVATIONS
BINS FORMED WITH CONCRETE BLOCKS
OPEN END FOR LOADER OPERATION
(PRECAST BLOCKS 18"x18"x 48")
m=a=m=m===mw=mma
JUNE 24, 2011
RESUBMITTAL
SIMMONS PROPERTIES
DB 2640, PAGE 944
OCEAN ISLE BEACH
SHALLOTTE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
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ORECONFIGURE
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STORMWATERS SHEET DRAINS TO NORTHEAST
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65� t OF AREA IS CONCRETE PAVEMENT
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NEW RECYCLED WASH WATER FOR MIXER DRUMS.
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11�
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DEED BOOK 2640
PAGE 944
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GRAPHIC SCALE
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1 INCH = 30 FEET
S 2'5332" W 30 - / _ i /
29,14
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X 27.61
LEGEND
CHAIN LINK FENCE
HEIGHT - VARIES
OPEN DITCH
DEPTH - 36" MAX.
MIXER TRUCKS TRAVEL PATTERN
EXISTING CONTOURS
NEW CONTOURS
RIP RAP FOR DAM / DITCH
SILT FENCE - - -
HALF -ROUND 15" CPP
UNDERGROUND PLASTIC PIPING - - - - - - - - - -
NEW CONSTRUCTION 0
ROCK DAM / SILT FENCE
ROCK DAM / FABRIC
BINS FORMED WITH CONCRETE BLOCKS
OPEN END FOR LOADER OPERATION
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OF THE HOLDING AND DETENSION BASINS.
RESUBMIUfAL
JUNE 24, 2011
SIMMONS PROPERTIES
DB 2640, PAGE 944
OCEAN ISLE BEACH
SHALLOTTE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
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heet No.
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WASTE WATER AREA #1 = 15,900 S/F
300,
9
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FUEL
FUEL TANK
TANK
27.8'
M
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r
43.3'
ECM
149.21'
5 2'53'55" W
15,900 S/F STOCK PILES
6,618 S/F PLANT OPERATIONS
1,250 S/F WASH DOWN AREA
23,768 S/F RECEIVING 7 INCHES OF RAINFALL
23,768 S/F ( 7/12) = 13,864.67 CF OF RAINFALL
13,864.67 CF OF RAINFALL (7.5 GPCF) 103,985 GALS
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PARCEL # 243JA039
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OIB READY MIX CONCRETE, LLC
524.48'
S 2'5332" W
DEED BOOK 2640
PAGE 944
HOLDING BASIN - #1 HOLDING BASIN' _ 12
PUMP HOUSE 10'x40'x4' - 12,000 GALS
WATER TANK
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LEGEND
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OPEN DITCH
DEPTH - 36" MAX.
WASTE WATER SOURCE
DURING RAINFALL
BINS FORMED WITH CONCRETE BLOCKS
OPEN END FOR LOADER OPERATION
GRAPHIC SCALE
30 0 15 30
I INCH 30 FEET
PROPERTIES
OF WATER
WEIGHT
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VOLUME
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SIMMONS PROPERTIES
DB 2640, PAGE 944
OCEAN ISLE BEACH
SHALLOTTE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
JUNE 24) 2011
RESUBMITTAL
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Scale: 1" = 30'-0»
Sheet No.
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ECM
IMPERVIOUS DATA
IMPERVIOUS AREA - 112,047 S/F
TOTAL AREA OF PROPERTY = 3,99 (43,560) = 173,867 S/F
PERCENT OF AREA IMPERVIOUSNESS = 112,047 / 173,867 = 64.4%
DEED BOOK 2640
PAGE .,,
N 2*32'16" E 674.71'
0 PUMP HOUSE
RECLAIM
;FUEL : MATERIAL : B •. • .
FUEL TANK. RIP RAP. :'BLUE ••SAND. CONEX' ,
TANK STONE.: : CABC SAND #67 :' #78 . DOT .
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LEGEND
CHAIN LINK FENCE
HEIGHT - VARIES
OPEN DITCH
DEPTH - 36" MAX.
IMPERVIOUS AREA
EXISTING CONCRETE PAVING
JUNE 24, 2011
BINS FORMED WITH CONCRETE BLOCKS RESUBM(TTAL
OPEN END FOR LOADER OPERATION
SIMMONS PROPERTIES
DB 2640, PAGE 944
OCEAN ISLE BEACH
SHALLOTTE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
I
Date MARCH 15, 2011
Drawn by: WEII
Checked by: WE-
11
Scale: 1" = 30'—O"ll
Sheet No.
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TO BASIN # 2
I.rf:BASINS J50. ..................
, 3, 4 AND
W3
CAPACITY = (50')(25')�3')(7.5 GCF) = 28,125 GALS
WITH 12 FREEBOARD
2"
SECTION S-1
NTS
HOLDING BASINS WITH 12" FREEBOARD
HOLDING BASIN #1 - 1Ox 40x 4)Q,5 G/CF) = 12,000 GALS
HOLDING BASIN f - 50'x 25'x 3) 7.5 GPCF 28,125 GALS
RECYCLE BASIN - 50'x 25'x 3')(7.5 GPCF) = 28,125 GALS
WASHDOWN BASIN #4 - (50'x 25'x 3)(7.5 GPCF) = 28,125 GALS
RECYCLE #5 - (24'x 25'x 3 'x 0,5')(7.5 GPCF) = 7,031 GALS
RETENTION BASIN #6 - (25'x 150 x 3)(7.5 GPCF) = 84,375 GALS
TOTAL CAP. ALL BASINS 187,781 GALS
10 YEAR STORM, 24 HOUR RAIN FALL = 6.94 INCHES ® LAT. 33' 54' 20" N, LONG, 78' 27' 39" W.
http://hdsc.nws.noaa.gov/hdsc/pfds/:
3.99 ACRES = (43,560 S/F)(3.99) = 173,804.4 S/F
173,804.4 S/F (6.94/12) = 100,516.9 OF OF RAINFALL
100,516.9 OF OF RAINFALL (7,5 G/CF) = 753,876.6 GALS PER 24 HOURS
ASSUME "C" = 0.85, Q = 0.85(753,876.6) = 640,795.1 GALS. RAINFALL
WASTE WATER CREATED BY RAINFALL
15,900 S/F STOCK PILES
6,618 S/F PLANT OPERATIONS
1,250 S/F WASH DOWN AREA
23,768 S/F RECEIVING 7 INCHES OF RAINFALL
23,768 S/F ( 7/12 ) = 13,864.67 OF OF RAINFALL
13,864.67 CF OF RAINFALL (7.5 GPCF) = 103,985 GALS
* DATA FROM SHEET W-4
unl nlKlc ReclKl Ji
ELEV. 28.0 --/
BASIN # 1
POI NNI(` RACIAI A0
tLtV. Lt5.0 -
BASIN # 2
N()l I11Nr RACIAI 40
--"" -"- LLL.V. LV.V
BASIN # 3 BASIN # 4
­_
BASIN # 6
SECTION S-2
NTS
N 2' 32' 16" E
37'
674.71'
72 DETENSION BASIN - #6 37
WASTE WATER
CAPACITY = (150')(25)(3')(7.5 GCF) = 84,375 GALS
WITH 12 FREEBOARD
12" FR
SECTION S-3
NTS
DEED BOOK 2640 411&11
PAGE 944
498f L F 15" 1 20 CPP
HOLDING BASIN - #1 T z:
"'�_ _______
10'064' - 12,000 GALS 33' --- _-- ____=-__— - - - - - - - - -
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PUMP HOUSE ROCK DAM / FABRIC IIIII IIIII I l��l� 25' -
11111 HOLDING BASIN - #2 25" I IIIII I `�
IIIII 28,125 GALS I i l l l I IIII
f�,..=�R +Ilili IIIII I IIIII 10' WEIR IIII
IIIII EL.=28.0 + IIIII I IIIII E.L.= 31.0 1111
full IIIII I IIIII IIII
. 50,
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11111 EL.= IIII
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11111 1
BASIN NOTES I 11 III
• ALL BASINS SHALL HAVE 3 1 SIDE SLOPES IF SOILS WILL PERMIT. j IIIII I I 6"_CPP i i; i I 11
I
• BASINS #2, #3 AND #6 WILL BE PIPED AND VALVED TO COMPLETELY DRAIN. I iiiii _ I + _ 717� r iiiii
• SILT FENCE AT BASINS #1 AND #5 WILL BE INSPECTED WEEKLY. ANY I iiiii EL.= 28.0 I I IIIII
ACCUMULATION OF MATERIALS WILL BE REMOVED IMMEDIATELY. I 1 i I I LI
o WATER IS TO BE PIPED FROM RECYCLE BASIN #3 TO THE OVERHEAD
STORAGE TANK. STAND-BY WELL WATER IS AVAILABLE IF RECYCLE WATERS I +IIII M IIIII IIII 1
ARE NOT AVAILABLE 100% OF THE TIME. ' IIIII ' I I PUMP 11111 EL•= 28.0 IIIII i
IIIIIc, _z I I IIII
a RETENTION BASIN #6 WILL ONLY WORK WHEN THERE IS ENOUGH STORM I IIIII � � I I _ I l l I IIIII I
WATER AVAILABLE TO FILL THE BASIN. t I IIII N i i i i I I i l I I
• THE FORTANS ph CONTROL AND MONITORING SYSTEM MAY NOT BE REQUIRED.
Hill
I IIIII illfl � dill IIIII I
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I IIIII IIIII 1 , IIII . IIIII i
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I Hill IIIII I 1 IIIII EL.= 28.0 IIIII I
I IIIII IIIII I 1 il!!i IIIII I
TO BASIN # 3 i iiiii iiiii I iiiii
hill IIIII I � IIIII iiii) I
Bill 1 1 Ilili I
Illil �I�II i 1 IIIII IIIII I
1 I
OVERHEAD RECYCLED I I
WATER STORAGE TANK I _ _ ► - - - --t- - _ _ _ _ _ _-� i
124' I ( IIIII
I U I I I_ IIII
ROOK "V'+ p11CH �� I I I N III I
�` I o rn co III] DISCHARGE �-
logoogogmEa n1 N1 NI 1111
NEW PLATFORM I I Hill
I I f I I IIII
SETTLING 1 i 1 I I I1111 1
` BASIN #5
I ' _ _
CHARGE
LEGEND
CONTOURS ---------
EARTH OR ROCK BERM AS REQUIRED :__> :> __:> ::�>
EIP
ECM
+ EL.=30.0
NEW SUBMITTAL
---
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Date: JUNE 241 2011
Drawn by: WED
Checked by: WED
Scale: 1" = 30'-0"
Sheet No.
w-6

4�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
Mr. Wilbur E. Dees
OIB Ready Mixed Concrete
P.O. Box 6965
Ocean Isle Beach, NC 28469
April 13, 2011
Subject: General Permit No. NCG060000
OIB Ready Mixed Concrete
1581 Loblolly Lane
Return # 2171
Brunswick County
Dear Mr. Dees:
Dee Freeman
Secretary
The Division of Water Quality received your application on March 22, 2011 for an
Authorization to Construct a wastewater treatment system (associated with permit NCG140403).
After review of the submitted material, we must return your application as it is deficient in
significant supporting information. Please ask your engineer to contact me for an explanation of
minimum submittal requirements.
The submittal is deficient in the following particulars (although this is not necessarily an
exhaustive list as a complete review of your application was not able to be performed):
1. Inadequate Design Basis and Site Plans: You have applied for an Authorization to Construct
treatment or recycle facilities. North Carolina rules require DWQ to conduct an engineering
review of your application.
In reviewing any permit we evaluate engineering calculations to predict compliance with
permit limits. The following issues were present:
a. You have not included sufficient design calculations or technical narrative in your
submittal. Your engineer must provide sufficient calculations and technical narrative
details to show how your site wastewater treatment system will adequately treat
wastewater from your site to acceptable Ievels, in order to meet permit limits. Please
include these on separate sheets from the site plans. Necessary details are (but are not
limited to): method of determination of storm and storm sizing, rainfall design storm,
treatment cell sizing, reason for choosing design storm size, dimensions for calculation
of treatment cells, description of runoff coefficients assumptions, and if discharging,
the settling calculations (including assumptions, methodology, equations and
variables). If the permittee is not planning to discharge, include a clear narrative and
Wetlands and Stormwater Branch One
1617 Mai! Service Center, Raleigh, North Carolina 27699-1617 NorthCarohna
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX; 919-807-64941 Customer Service: 1-877-623-6748 AaNrall'yIntemet: www.ncwaterquality.org

Mr. Wilbur E. Dees
r1a
OIB Ready Mixed Concrete
April 13, 2011
equations to demonstrate how holding cells and recycling shall take place to
sufficiently contain and control all discharge.
b. No grading, topographical elevations or lines (or their relationship of the elevation of
the treatment cells to the surrounding area) outlines of stormwater and wastewater
drainage areas, location of stormwater drainage areas and outfalls, runoff conveyance
structures were shown on site plans. In order to verify calculations showing the
amount of water flowing to your wastewater treatment facility, stormwater outfalls
and off -site, these items must be added to your site plan. Please include them in all
future submittals.
c. No detailed diagrams of treatment systems were included. To verify treatment system
size and design, a detailed diagram must be included in future submittals. In these
details, the engineer must include show flow path, freeboard, side view and all other
adequate and complete details to show the construction and design of the treatment
system (this is not an exhaustive list). Please specify the material (e.g., cement, liner,
compacted earthen basin, or other?) for the construction of wastewater treatment cells
and include additional storage depths for settled solids that would accumulate in cells.
Describe these details in the narrative to be included in the next submittal.
d. Stormwater and wastewater outfalls are not shown on site plans and are not
numbered. Please include in your next submittal.
e. Adequate stormwater topographical features are not properly shown, nor how those
features affect drainage. There are no topographical features shown delineating sub -
drainage areas (for instance sub -drainage areas 2 and 3), such as break-points at
physical areas on the site.
2. Incomplete Submittal:
a. The legal name of your site appears to be "OIB Ready Mixed Concrete, LLC". Please
include your exact company name on submittals as it is registered in North Carolina.
DWQ must have this name as it appears in the company registration to the North
Carolina Department of the Secretary of the State.
b. You must include documentation of your submittal for an Erosion and Sedimentation
Control Plan application to the NC Division of Land Resources.
Because of the above deficiencies, DWQ must return your application submitted as such. An
exhaustive list was not able to be produced, however, please review the above deficiencies and
have your engineer review contact me regarding submittal requirements.

Mr. Wilbur E. Dees .
01B Ready Mixed Concrete
April 13, 2011
If you have any questions concerning this application, please contact me at telephone
number [phone] [e-mail].
Sincerely,
Jennifer ones
cc: Wilmington Regional Office, Linda Willis
Central Files
Stormwater Permitting Unit Files

STORMWATER PERMITTING UNIT
DIVISION OF WATER QUALITY
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
AUTHORIZATION TO CONSTRUCT PERMIT REQUEST
OIB READY MIXED CONCRETE
PO BOX 6965
1581 LOBLOLLY LANE
OCEAN ISLE BEACH, NORTH CAROLINA 28469
MAR 2 2 2011
C ENR -
nAn «n 71Fi QU
Nc�

PM

WILBUR E. DEES, P.E., P.L.S.
CONSULTING ENGINEERING AND LAND
2927 MIDDLESEX ROAD
FAYETTEVILLE, N. C., 28306
PHONE 1 FAX [phone]
CELL [phone]
REQUEST FOR ATC INDEX
COVER SHEET
INDEX
APPLICATION SHEETS 1-5
EXHIBIT I - DIRECTIONS TO PLANT SITE
EXHIBIT II - MERITECH, INC - it ANALYSIS
EXHIBIT III - ENVIRONMENTAL CHEMIST,
FACILITY LOCATION SHEET
BRUNSWICK COUNTY MAP
PLANT NARRATIVE - 3 SHEETS
CONSTRUCTION NARRATIVE - 3 SHEETS
DRAWING SHEET W-1
DRAWING SHEET W-2
DRAWING SHEET W-3
DRAWING SHEET W-4
SURVEYING
OF SAMPLES
INC. DATA

NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
January 7, 2011
Mr. Daniel Simmons
OIB Ready Mix
1581 Loblolly Lane, 70 fox 696s
Ocean Isle Beach, NC 28469
Natural Resources
Subject: General Permit No. NCG140000
OIB Ready Mix
COC No. NCG140403
Brunswick County
Dear Mr. Simmons:
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on December 9,
2010, we are forwarding herewith the subject certificate of coverage (COC) to discharge under
the subject state NPDES general permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection Agency dated October 15, 2007.(or as
subsequently amended).
The Division acknowledges that temporary wastewater measures have been installed at
this existing facility until a properly designed wastewater treatment facility can be designed,
approved, and installed. The proposed future construction, installation, or modification of
wastewater treatment facilities (including process wastewater recycle systems) will require ad
Authorization to Construct (ATC) prior to construction per 15A NCAC 2H .0138 & .0139. The
design information must demonstrate that the proposed treatment system will be able to meet
permit conditions and effluent limits as required in the permit. You must submit, in triplicate,
plans/specifications and design calculations, stamped and sealed by a professional engineer,
with a letter requesting an ATC to the Stormwater Permitting Unit, 1617 Mail Service Center,
Raleigh, NC 27699-1617. Also, a design narrative must be included that tells us specifically
how the stormwater and wastewater flows will be generated, collected, conveyed, treated, and
discharged. This requested information should be received by this Office prior to April 4,
2011.
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality, The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or
Wetlands and Stormwater Branch One
1617 Mail Service Center, Ralegh, North Carolina 27699-1617 NorthCarol i na
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 )Vatlfmlly
Phone: [phone] FAX 919�07-6494 L Customer Service; 1-877-'i236748
Internet: www,ncwaterquality.org
An Equal Opportunity 1 Aifirmabve Action Employer

Mr. Daniel Simmons
OIB Ready Mix
NCG 140403
January 7, 2011
permits required by the Division of Land Resources, Coastal Area Management Act or any other
federal or local governmental permit that may be required.
if you have any questions concerning this permit, please contact Robert Patterson at
telephone number [phone].
Sincerely,
ORIGINAL. SIGNED BN
KEN PICKLE
for Coleen H. Sullins
CC' Wilmington Regional Office, Linda Willis
Central Files
Stormwater Permitting Unit Files
Page 2of2

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140403
STORMWA`I'ER AND PROCESS WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
OIB Ready Mix
is hereby authorized to discharge stormwater and process wastewater from a facility located at
OIB Ready Mix
1581 Loblolly Lane
Ocean Isle Beach
Brunswick County
to receiving waters designated as an UT to-Jinnys Branch, a class C; Sw water in'the Lumber
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, III, IV, V, and VI of General Permit No. NCG 140000 as
This certificate of coverage shall become effective January 7, 2011
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 7`h day of January, 2011.
ORIGKM-S �CK�
foi- Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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NCG140403
N
w*E
S
Map Scale I : 24, 000
OIB Ready Mix
Latitude: 331 54' 2011 N
Longitude: 780 271 39" W
County: Brunswick
Receiving Stream: UT to Jinnys Branch
Index No.: 15-25-2-16-1-(1)
Stream Class: C; Sw
Sub -basin: 03-07-59 (Lumber River Basin)
Facility Location

M)SO
®��
NCDENR
f.��R]Tv�rt un. N`]lyu QnQ�MlS
NOTICE OF INTENT
Division of Water Quality / Surface Water Protection
National Pollutant Discharge Elimination System
NCG140000
FOR AGENCY USE ONLY
Dme Received
Year I Mon01
Dxv
ccnifiome arcv.ely
CMck x Amoum
3
IRYI ASSI 10
rye
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code- 3273 Ready Mixed Concrete
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction'.
For existing plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater flows commingled with stormwater).require an ATC prior to construction
per 15A NCAC 2H .0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG 14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 21-1.0138 & .0139.
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E.) or qualified staff along with this application. A copy of the design .
calculations should be included. Please see questions 14 & 15.
o For questions, please contact the DWO Regional Office for your area. (Seepage 5)
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No.
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No-
U
State V( ZIP Code e! ell/ y
Fax: /J .:-T < - Ll1_ 9
State tiC— ZIP Code
/o - -7S - =l Z 7.3 ' Fax: 5 /v
t
As per 15A NCAC 2H Page 1 of 5 (.0706 � ill
Unless treatment facilifies are designed, constructed, and put into operation by employees internal to the company who are qualifi
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must b �V4.E.�
and sealed by a P.E. L
S W U-229-071408 Last revised 7/14108

i
NCG 1 40000 N.O.I.
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). ',0 _4r -- f It ,. 7 .S_� ,(. ,- �, I ��
.?T�. r CfL', i`d� . I w .. i�a:: Lr 1✓'r ..i ✓-, h Y
(A copy of a county map or USGS quad -sheet with facility clearly located on the map is a required part of this application.)
6 �
4) Latitude —3 St ZO. 21 Longitude 'I -d� 2 7'-2'?. 4 725 (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
I� New or Proposed Facility If Date operation is to begin _A =+J (7 !�o "K~�
Existing
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification "Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: -I
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(includea site diagram showing the process areas present at this facility.) (
8) Discharge points 1 Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? , "%".4__,.,.-
What is the name of the body or bodies of waterl(creek, stream, river, fake, etc.) that the facility stormwater
and/or wastewater discharges end up in? k.._« -t _
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e-g. City of Raleigh municipal storm sewer). I' -,.
Receiving water classification (if known): 1,_' I,A:-
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG140000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS4 or freshwater ORW.
9) Does this facility have any other NPDES permits?
LJ No
.1
❑ Yes
If yes, list the permit numbers for all current'NPDES permits for this facility_
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
Q'No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
❑ No
D'Yes
If yes, please
.-
rr
5 W U-229-071408
Page 2 of 5
Last revised 7114J2008

NCG140000 N.O.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
l�
El Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring or planned at this facility?
"o
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wa,
Vehicle and equipment cleaning 2'�es ❑ No
Wetting of raw material stockpiles a-5 es ❑ No
Mixing drum cleaning I9-'Ves ❑ No
If yes to any of the above, please describe the type of process ysed to treat and/o
wastewater_ —
For a sufficient application, you must provide design specifics (e.g., design volumf
area, etc.) and calculations to demonstrate compliance with permit effluent limits (
Suspended Solids (TSS) — 34 mg/l, and Settleable Solids (SS) — 5 ml/l.) [Use sep�
If all these discharges are recycled, please refer to Question 15. — �� °
For plants that rec cle and/or dischar a rocess wastewater.
When applying for this permit, you are also applying for an authorization
treatment facilities) or authorization to continue to operate (existing treai
part of the NOI. For new sites, you must submit three (3) sets of
specifications with this application and provide supporting calculat
compliance of final discharge with permit limits. For existing sites, applica
three (3) sets of plans and specs for facilities as -built and provide as man]
possible, or submit a detailed diagram of treatment systems in place that in.
such as tank volumes, dimensions, retention time, piping, settling basin deti
Please note: ff new treatment systems are planned for an existing site, an A'
prior to construction of those facilities. Plans/specs/calculations prepared
request for an ATC may be submitted with this NOI, or separately at a late
request the status of your plans for requesting an ATC upon issuance of the
15) Does the facility use or plan to use a recycle system?
C3El
'Yes
If yes, what size storm event is the system designed to hold before overflowing? (fc
year, 24-hr rainfall event o
For a recycle system (regardless of when rt overflows), please provide plans, calcul
specifics (e.g., throughput assumptions/water balance, design volume, retention tirr
freeboard in design storm event, etc-). [Use separate sheet(s)].
' For a sufficient application, the information must demonstrate compliance of final di
effluent limits (pH — 6-9 SU, Total Suspended Solids (TSS) — 30 mg/l, and Settleabl
must demonstrate that the recycle system has sufficient capacity to contain runoff fE
rainfall event pfus one foot of freeboard under design operating conditions.
Page 3 of 5
5w ll-229-07140a

NCG140000 N.O.i.
12) Does this facility have a 5tormwater Pollution Prevention Plan?
❑ Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring or planned at this facility?
"o
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning D-"�es ' ❑ No
Wetting of raw material stockpiles 13-les ❑ No
Mixing drum cleaning 19'fe's ❑ No
If yes to any of the above, please describe the type of process sed to treat and/or recycle the process
�---
wastewater.- WC-'-U-W--" ; s � � �-� � c��."r }, t ,_asp. ,< , : ,
For a sufficient application, you must provide design specifics (e-g., design volume, retention time, surface
'W4� area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH — 6-9 SU, Total
Suspended Solids JSS) -- 30 mg/l, and Settleable Solids (SS) - 5 ml/l.) [Use separate sheet(s)j.l
if all theca dicrharnec era rPrVrlr ri nleaca refer to 01 iactinn 1 r, t`" " G'
F"
Z -( 0
For plants that recycle and/ar discharge process wastewater. -
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOi. For new sites, you must submit three (3) sets of design plans and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, almensions, retention time, piping, settling basin details, etc.
Please note: If new treatment systems are planned for an existin-g site, an ATC will be required
prior to construction of those facilities_. Plans/specs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWO may
request the status of your plans for requesting an ATC upon issuance of the COC.
15) Does the facility use or plan to use a recycle system?
❑ No
9_1_y� es
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
year, 24-hr rainfall event C,{ r, .��V �= Q.
f`;
For a recycle system (regardless of when it overflows), please provide plans, calculations, and design
specifics (e.g., throughput assumptions/water balance, design volume, retention time, surface area, amount of
freeboard in design storm event, etc.). [Use separate sheet(s)].
IFFor a sufficient application, the information must demonstrate. compliance of final discharge with permit
4A effluent limits (pH - 6-9 SU. Total Suspended Solids (TSS) - 30 mg/I, and Settleable Solids (SS) - 5 m1/1), or
must demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hr
rainfall event plus one foot of freeboard under design operating conditions.
Page 3 of 5
SWU-229-071408 Last revised 7i1412008

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
t� No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219_)
17) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
PhiNo
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
2 No
❑ Yes
c) is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
;N'
rdous waste?
o
❑ Yes
d) If you answered yes to questions b_ or c., please provide the following information:
Type(s) of waste:
How is material stored:_
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor: _
Vendor address:
18) Certification:
North Carolina General Statute 143-215.6 B(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; or who knowingly makes a false
statement of a materiai fact in a ruiernaking unx eedirry ur curries to i;ese under 11,is A.—ocle; or Who Ralsifics, tam,pars
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
(Environmental Management) 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).
I hereby request coverage under the referenced General 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.
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:
Title;
(Signature of Applicant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-0*71408 Last revised 7/14/2008

NCG140000 N.O.f.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Check for $100 made payable to NCDENR.
R' This completed application and all supporting documentation (including design details and calculations for
treatment systems).
❑ If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
E or local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138)-
1�C� For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7)-
❑ For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc. f s_ i'.3
E3' A site map showing, at a minimum, (existing or proposed):
So �' = `. r t' { ate:
c C•a.. I„c of �r , i
(a) outline of drainage areas, (b) stormwater/wastewater treatment` structures, (c) location of
stormwater/wastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
Q A county map or USGS quad sheet with location of facility clearly marked. — L : J w ; { I ; U
Mail the entire package to:
l: 4 v� i
Stormwater Permitting Unit L� <
Division of Water Quality-
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWO Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ------ [phone]
Fayetteville Office ---
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........ [phone]
Washington Office ...[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office ..--.....(919)
807-6300
+,..:ram
` ,'iImin91on
Page 5 of 5
sW U-225-071408 Last revised 7/14/2008

1531 Loblolly Lane Southwest, Ocean Isle Beach. NC - Google Maps - Page I of I
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01B Ready Mixed Concrete
PO BOX 6965 1 G
1581 Loblolly Lane .�' 15a
Ocean Isle, NC 28469.M a -�. 0
R -4f)Y MIXED CQNICREj
Date: Thursday, December 02, 2010
To: NCDENR
Office: 910-796-7343
127 Cardinal Drive Fax: [phone]
Wilmington, NC 28405-3845
PHONE: (910) 575-HARD
(4273 )
FAX: [phone]
Ref: OIB Ready Mix --Water Treatment Facility Design
I have spoken with Linda Willis of NCDENR to obtain
information regarding what areas must be incorporated into
the calculations for design of our retention/recycling basins on
site.
Our intent witl be to contain and recycle 100% of the waste
water on site -once they are in place.
1 have also contacted a registered engineer, Grady Simmons
Jr., who has been retained to assist me in the design and
calculations of the retention basins.
Please consider this correspondence as proof that we are
diligently working on creating plans and specifications for our
waste water treatment as require by this Notice of Intent
Application., These documents are being expedited and will be
forwarded to NCDENR very shortly.
Sincerely,
Vie s&Vmo"