NCG140354_COMPLETE FILE - HISTORICAL_20160617

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

Division of Energy, Mineral and Land Resources
Land Quality Section / Stormwater Permitting Program
NCDENR
National Pollutant Discharge Elimination System (NPDES)
NORTH GROLI OEPP.RT MEN? Of
ruw o MEN—DN-UR—RE�MGE$
PERMIT OWNER AFFILIATION DESIGNATION FORM
(Individual Legally Responsible for Permit)
Use this form if there has been:
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
NO CHANGE in facility ownership or facility name, but the individual
who is legally responsible for the permit has changed.
If the name of the facility has changed, or if the ownership of the facility has changed,
do NOT use this form. Instead, you must fill out a Name -Ownership Change Form
and submit the completed form with all required documentation.
What does "legally responsible individual" mean?
The person is either:
• the responsible corporate officer (for a corporation); p
• the principle executive officer or ranking elected official (for a municipalii3 aN , &I MlR rLother public
agency);'tR M17-T1PJG
• the general partner or proprietor (for a partnership or sole proprietorship);
• or, the duly authorized representative of one of the above. `
6�b
1) Enter the permit number for which this change in Legally Responsible Individual ("Owner Affiliation")
applies:
Individual Permit
Nt C I _S
2) Facility Information:
Facility name:
Company/Owner Organization
Facility address:
(or) Certificate of Coverage
N ..Q- G- [ I Ll I 0 5
ZU
c
Address
-2-
city -� State ~ Zip
To find the current legally responsible person associated with your permit, go to this website:
http://portal.ncdenr,or�,,/web/Ir/sw-permit-contacts and run the Permit Contact Summary Report.
3) OLD OWNER AFFILIATION that should be removed:
Previous legally responsible individual: Ap,, K Yxnn ;
CFirs[ I M1 Last
4) NEW OWNER AFFILIATION (legally responsible for the permit):
Person legally responsible for this permit:
First Ml Last
Page 1 of 2
SW U-OW NERAFFIL-25July2014

`NPDES Stormwater Permit OWNER AFFILATION DESIGNATION Form
4 '
(if no Facility Name/Ownership Change)
5) Reason for this change:
A result of:
If other please explain:
a S.7"Se
Title
n
Mailing Address
City State Zip
9 ioA�. tiL• .r,�
Telephone E-mail Ad ress
(oq1-
Fax Number
[✓� Employee or management change
❑ Inappropriate or incorrect designation before
❑ Other
The certification below must be completed and signed by the permit holder.
PERMIT`I'EE CERTIFICATION:
1, 1tieU4" 1' ;44W' , attest that this application for this change in Owner Affiliation
(person legally responsible for the permit) has been reviewed and is accurate and complete to the best of my
knowledge. I understand that if all required parts of this form are not completed.. this change may not be
processed.
C l LAd -4ti L5;_<jlL e 1 OVo
Signature Date
PLEASE SEND THE COMPLETED FOIZNI TO:
Division of Energy, Mineral and Land Resources
Stormwater Permitting Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
For more information or staff contacts, please call 919-707-9220 or visit the website at:
http://portal.ncdent-.org/web/Ir/s(ormwater
Page 2 of 2
5WU-OWNERAFFIL-25July2014

Mr. Gary King
Kingsway Redi
14 Nix Road
Hendersonville,
Dear Mr. King:
Mix, Inc
NC 28792
Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E, Director
Division of Water Quality
April 16, 2007
Subject: Kingsway Redi Mix, Inc
Authorization to Construct
COC No. NCG140354
Henderson County
In accordance with your application for an Authorization to Construct treatment
facilities received on January 10, 2007, and additional information received February 9,
2007, we are forwarding herewith the subject Authorization to Construct. 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 May 9, 1994 (or as subsequently amended).
The Asheville Regional Office, telephone number [phone], shall be
notified at least forty-eight (48) hours in advance of operation of the installed facilities
so that an in -place inspection can be made. Such notification to the regional
supervisor, shall be made during the normal office hours from 8:00 a.m. until 5:00
p.m. on Monday through Friday, excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility,
a certification must be received from a professional engineer certifying that
the permitted facility has been installed in accordance with the NPDES Permit,
the associated Authorization to. Construct, and the approved plans and
specifications. Please mail the certification (attached) to the Stormwater Permitting
Unit, 1617.Mail Service Center, Raleigh, NC 27699-1617.
One (1) set of approved plans and specifications is being forwarded to you. The
Permittee shall maintain a copy of the approved plans and specifications on file for the
life of the facility. If you have any questions concerning this Authorization to Construct
wastewater treatment facilities, please contact Ken Pickle at telephone number (919)
733-5083 ext. 584..
NvNa" Carolina
turally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Intemet: www.newaterquality.ore Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 5V16 Recycled110°la Post Consumer Paper

Mr. Gary King
Kingsway Redi Mix, Inc.
NCG140354
April 16, 2007
Sincerely,
/tv-
/� P"ej�
Alan W. Klimek, P.F.
cc: Asheville Regional Office, w/ approved drawings
DWQ Central Files
Stormwater Permitting Unit Files
P. Sexton, Brooks & Medlock Eng., 17 Arlington St., Asheville, NC 28801
Enclosure: Approved drawings

NARRATIVE REPORT
for
NPDES General Permit NCG140000
for
Kingsway Reader Mx,
JOB #213706
Issue Date: January 9, 2007
Prepared for:
KINGSWAY REDI MIX, INC.
14 Nix Road ��.�:... • _:..;�'��..._.- Y ...- . ,
Hendersonville, North Carolina 28792,l L
[phone]
i F E B -- 0 2007
Prepared by:
P_i WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
3MEk�
ENGINEERUNG, PLLC
17 Arlington Street
Asheville, NC 28801
Q [phone]
NC6/-,/d3a 4- ;04� Enssro�l
osz t i
NIA
L �

PROJECT DESCRIPTION
This project consists of the permitting of stormwater and wastewater discharge from a concrete
ready mix plant located in Hendersonville, North Carolina.
SITE DESCRIPTION
The site consists of mostly cleared 2.0 acre parcel located at 14 Nix Road. The site currently
consists of an operating ready -mix plant with associated equipment, buildings, & infrastructure.
Site topology is gradually sloping. The site slopes from the frontage of Nix Road to the north.
The lowest area is near the middle of the northern property boundary line.
PURPOSE
The purpose is to obtain a NPDES General Discharge Permit NCG 140000 to discharge
stormwater and wastewater under the National Pollutant Discharge Elimination System (NPDES)
and to obtain an Authorization to Construct (ATC) to implement the necessary infrastructure to
comply with NPDES requirements.
PROCEDURES
The existing site layout and operating configuration was verified through a current site survey and
visual site inspection. A meeting was conducted on site with the owner, Asheville Division of
Water Quality Regional Office representatives, and our office. Current site deficiencies were
noted. Engineering plans have been prepared to bring current site configuration to NPDES
permit compliance.
FINDINGS
To comply with NPDES requirements, Brooks & Medlock Engineering, PLLC (BME) has
provided engineering plans dated January 9, 2007 that depicts the necessary infrastructure
required. Effluent limits for the current site configuration can be achieved through a recycle
system and a water mass balance. The truck washdown area has been graded to allow all site
wastewater to be collected in a single small basin area, all other surface water will bypass the
wastewater basin and be treated as stormwater. The stockpile areas are located within an isolated
area and consist of material that has already been washed and will not be wetted down. The truck
washdown area will collect all material from the truck and drum washdown into a ramped
wastewater collection basin that will allow all heavy material and settable solids to settle out.
Wastewater will be skimmed from the top and flow into a 3,000 gallon storage tank. Wastewater
from the 3,000 gallon tank will be pumped by manual control panel operation to the existing
concrete production system. A high water alarm will be installed to warn when the tank reaches
85% capacity. The 3,000 gallon storage tank has been sized from calculations for the 25 year, 24
hour storm event and maximum daily water use classified as wastewater. Calculations have been
provided as Attachment "A". From the calculations provided there is a water balance deficit of
9,135 gallons, therefore all recycle water is used in the manufacture of concrete yielding a 0
discharge of wastewater effluent. All total suspended solids and pH are contained on site and
reused for concrete. A Stormwater Pollution Prevention Plan (SPPP) will be written as required
by the NPDES permit in concurrence with the proposed plan.

ATTACHMENT A

BROOKS & ME®LOCK
ENG I NEER ING, PLLC
Phone [phone] Fax [phone]
Project Name: 9 '—U'swo� Project #:
Subject: By:
Da-El--Y WNT'Ifz :
3 1R.Jc1� i�AY Ir+�JM
Date:
Sheet of
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POINT PRECIPITATION
" FREQUENCY ESTIMATES I
FROM NOAA ATLAS 94 k �,�" {
HENDERSONVILLE, NORTH CAROLINA (31-3976) 35.3333 N 82.45 W 2145 feet
from "Precipitation -Frequency Atlas of the United states" NOAA Atlas 14, Volume 2, Version 3
G.M. Bormin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
Extracted: Sun Jan 7 2007
Confidence Limits Seasonality Location Maps I Other Info. I GIS data I Maps I Help
Precipitation Frequency Estimates (inches)
ARI* 5 10 I5 30 60 120 3 6 12F249 M48 4 710 20 30(years) min min min min min min hr hrhr day day day day day day day
0.38 0.61 0.76 I.04 1.29 1.52 1.64 2.15 2.73 3.31 3.94 4.47 5.21 5.96 8.05 9.85 12.50 14.94
0 0.45 0.72 0.91 1.25 1.57 L84 1.98 2.57 3.27 3.97 4.70 5.32 6.1 S 7.05 9.46 11.54 14.59 17.39
0 0.54 0.86 i.09 1.55 199 2.33 2.48 -1-7 4.01 4.87 5.73 6.37 7.40 8.3E 10.98 13 16.45 19.43
10 0.61 0.97 1.23 Kfl 2.32 Ej 2.90 3.69 4.62 5.60 6.54 7.19 8.38 9.40 12.16 14.46 1-9 20.89
25 0.70 I I.11 1.41 2.08 2.77 3.25 3.50 4.43 5.46 6.59 7.66 8.30 9.70 lO.SI 13.68 16.03 19.4] 22.62
50 0.76 121 1.54 2.31 3.13 3.b9 4.00 5.07 6.1 b 7.40 8.56 9.18 10.74 1 i.93 14.$4 17.20 20.56 23.82
100 0.83 1.32 1.67 2.55 3.51 4. ] 6 Efl 5.77 6.89 8.23 9.49 10.05 11.8 ] ] 3.05 I5-96 18.29 __ 2490
200 0.90 1.42 1.79 2.79 3.91 4.66 S.14 6.54 7.67 9.09 10.45 10.94 12.90 14.19 17.06 19.33 22.54 25.86
500 0.98 1.56 1.96 ETA 4.47 5.36 5.99 7.67 8.78 10.28 11.76 ]2.I5 14.39 15.73 18.47 20.62 23.66 26.7
1000 1.05 I.66 2.08 3.38 4.93 I 5.94 F6_7 11 8.64 9. 99 11 2-3 12.80 13.11 15.55 16.92 19.52 2T5-5 24.42 27-72
Text version of table I These precipitation frequency estimates are based on a partial duration series, ARI is the Average Recurrence Interval.
.�..f Please refer to the documentation for more information, NOTE: Formatting forces estimates near zero to appear as zero.
Partial duration based Point Precipitation Frequency Estimates Version: 3
35.3333 h 82.45 W 2145 ft
26
26
as
24
23
22
J { '
21
20
19
_rral_-
Q 1715
N
13
* 12
iZ 10 - 7.�_'__
0
1 2 3 4 5 6 7 8 910 20 30 40 50 90100 140 200 300 500 700 1000
Average Recurrence Interval (years)
Sun Jan 07 12:58:40 2007
Duration
5-min
48-hr 30-day
10-min- 3-hr k-
4-day -�
15--r, if, -
7-day 60-Nay -
3Gs-rr,1 r, 12-hr -+--
ii0-rain ->E- 24-hr -a-
29 rt -a--
Docs I U.S- Map
http:llhdsc.nws.noaa.govlcgi-binlhdse/bui ldout.perl?type=pf&series=pd&units=us&statenarnc=NORTH+C... 1 /7/2007

r.
A±0 �
NCDENR
Norm+ G1H — nrsMarMEM O
E—n --K- —D Nai�+.i [room -s
Division of Water Quality / Surface Water Protection
National Pollutant Discharge Elimination System
NCG140000
FOR AGENCY USE ONLY
Date Received
Year
I Month
I Day
Certificate ofCoveraRe
N G 1 4
Check 0 Anmmt
::::,:Assigned to
NOTIC F INTENT - x ��w►,,V j , A,,
Natio I P`0"i-r=nt Discharge Elimination System application for coverage under General Permit
NCG 140000:
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 wilt be issued at the
same time as the Certificate of Coverage (COC) for the NCG14 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 staff2 along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
VV3"
I For questions, please contact the DWQ Regional Office for your area. (See page 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 K-, i�,I
Facility Contact GAP -
Street Address
city 1
County F-
Telephone No. 82t
j I i--L-E State N C ZIP Code 20 79 2
- S Is b6 Fax:
Page 1 of 5
IAs 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 sealed by a P.E.
SWU-229-121206
Last revised 12/12/2006

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).
�o w....0 GAP IRO (5R (do(- ) - L) t X R-A b---
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude tJ 35 -ZI 11 Longitude V) IS (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
XExisting
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: 3 2. -7 3
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.)
,, tS,6.0i - M ixtz
S) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? OWE 0 A-T- PA -Pt., 'I10A.ty -
What is the name of the body or bodies of water (cree <, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? C"EAR-
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). N/A -
Receiving water classification (if known): C
Note: Discharge of process wastewater to receiving waters classified as WS-li 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?
(J No
❑ Yes
If yes, list the permit numbers for ail current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
&dNo
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) -Do/es this facility employ any best management practices for stormwater control?
L� No
❑ Yes
If yes, please briefly describe:
Page 2of5
SWU-229-121206 Last revised 12/12/2006

NCG140000 N.O.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
5d No
❑ Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring or planned at this facility?
ZNo
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning E9 Yes ElNo !S EE
Wetting of raw material stockpiles
Mixing drum cleaning
❑ Yes EF/No
El Yes Ise" No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
vFor a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
via'_f area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH - 6-9 SU, Total
Suspended Solids (TSS) - 30 mg/I, and Settleable Solids (SS) - 5 ml/I.) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or 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, dimensions, retention time, piping, settling basin details, etc.
Please note: If new treatment systems are planned for an existing site, an A TC 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 NO/, or separately at a later date. DWQ 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?
❑ yVo
EE(Yes
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
�_5 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)].
VFor 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/l, and Settleable Solids (SS) - 5 ml/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-229-121206 Last revised 12/12/2006

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
C�(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 t is facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
FI'No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
ha ardour waste?
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 he 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).
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.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing:>>:,
Title:
-�f
z - ,-f
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCDENR
Page a of 5
SWU-229-121206 Last revised 12/1212006

NCG140000 N.O.l.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Check for $80 made payable to NCDENR.
Q This completed application and all supporting documentation (including design details and calculations for
treatment systems).
V El an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
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
lr — specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
1 Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7).
'" Ll For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
1� 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) stormwater/wastewater treatment structures, (c) location of
stormwatertwastewater 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 DWQ 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 ......... [phone]
Page 5 of 5
SWU-229-121206 Last revised 1211212006

Re: [Fwd: Kingway, COC NCG 140354]
Subject: Re: Twd: Kingway, COC NCG 1403541
From: Ken Pickle <[e-mail]>
Date: Wed, 21 Dec 2005 08:26:02 -0500
To: Roy Davis <Roy. Davis@ ncmail.net>
CC: Bethany Georgoulias<[e-mail]>, Bradley Bennett
<brad) ey.bennett @ ncmail.net>
Hi Roy,
Yes, we received that submittal on November 28, and it is on my desk, awaiting my
attention. I would expect to be able to pick it up and review it in the first half
of January.
Ken
Bethany Georgoulias wrote:
Roy,
I have not seen them, but I think Ken Pickle is pre-screening all ATC requests
before they are assigned. Ken, did you see this one come in?
-BG
-------- Original Message --------
Subject: Kingway, COC NCG140354
Date: Tue, 20 Dec 2005 14:02.49 -0500
From: Roy Davis <[e-mail]>
To: Bethany Georgoulias<[e-mail]>
Gary King told me today that construction plans were submitted 2 or 3 weeks ago
for a system to serve Kingway. Have those plans made their way to your shop yet?
?Roy Davis
1 of 1 12/21/2005 8:26 AM

Laughter, Austin and Associates, P.A.
Engineering • Planning • Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28792
Jon H.Laughter
Donald J. Austin
Thomas P_ Welbourn
James D. Chambless, Sr.
Y
BETHANY GEORGOULIA
ENVIRONMENTAL ENGINEER
NC DENR DWQ
STORMWATER PERMITTING UNIT t� do 4Ih
DIVISION OF WATER QUALITY
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617 �� y a
RE: PROPOSED CONSTRUCTION V
PERMIT NO. NCG 140354
HENDERSONCOUNTY
DEAR BETHANY,
[phone]
Fax [phone]
WATS 1-800-858-LAND
THIS APPLICATION IS FORWARDED FOR YOUR REVIEW AND NECESSARY ACTION. I HAVE DISCUSSED THE APPLICATION
REQUIREMENTS WITH MR. ROY DAVIS AND THE OWNER IS COMPLIING WITH OUR UNDERSTANDING OF THE APPLICATION
FOR AUTHORIZATION To -CONSTRUCT (ATC). ATTACHED DOCUMENTS
1. NCG140000 N.O.1_
2. COPY S80.00 KINGSWAY CHECK NO 023897
3. RUNOFF CALCULATIONS
4. NARRATIVE
5. CONSTRUCTION DRAWINGS 3 sheets.
6. MISCELLANUOUS LETTERS AND FAX
PLEASE DO NOT HESITATE TO CONTACT ME IF YOU REQUIRE ADDITIONAL INFORMATION CONCERNING THIS APPLICATION.
THE OWNER IS READY TO SCHEDULE INSTALLATION OF THE RECOVERY BASINS, THANK YOU.
RESPECTFULLY SUBMITTED,
LAUGHTOEgRUJS,TIN AND ASSSOCIATES, PA
r� r\z14,__
JON H. LAUGHTER

28 05 10:58a Jon Laughter
828-693-8822 P.1
LAUGHTER, AUSTIN and
ASSOCIATES, P.A.
131 Fourth Avenue East
Hendersonville, North Carolina 28792
Telephonl [phone] or [phone]
Facsimile (82) 693-8822
C 0 T 2 R
Date: �031 2005
Time:
E-Nail: laapa(a,bellsouth.net
To: Bethany Georgoulias
Phone: [phone] ex 529
Company: surface water protection
Fax # [phone]%
From: JON LAUGHTER
Re: Request for information Permit NCG140354, Henderson County
LAA # 05371
MESSAGE: ADDITIONAL info on required Plans and Specifications.
Also need your E-mail Bethany.Georpoulias(Rucmail.net failed to connect.
Contact me with questions or comments
THANK VOLT.
jon

Kingway Redi Mix, Inc. (NCG140354) Request
Subject: Kingway Redi Mix, Inc. (NCG140354) Request
From: Bethany Georgoulias<[e-mail]>
Date: Fri, 28 Oct 2005 14:47:38 -0400
To: [e-mail]
CC: Roy Davis <Roy.Davis@ncmaiI-net>
Mr. Laughter,
It looks like you had my correct e-mail address -- I'm sorry your message didn't get
to us. I did receive your fax this morning.
Attached are a few items:
-Our recently updated NOI form, which better explains requirements of the application
process. Because that form also addresses the Authorization to Construct process, it
should be helpful to you in Kingway's request for an ATC. Because this site already
has a COC for NCG140000, Kingway's request for an ATC should be submitted in the form
of a letter with supporting plans & specifications, and calculations, to the
Stormwater Permitting Unit in Raleigh (our address is on the last page of the form).
The ATC request will be assigned to one of the staff in our Unit when it comes in.
-Rainfall Data Maps taken from the 1993 Stormwater Guidance Manual (North Carolina
Cooperative Extension Service and NCDENR publication). From the maps,
Hendersonville's 10-yr, 24-hr storm is between 7-7.5", and the 25-year storm appears
to be closer to 8".
-A DRAFT cover sheet we have put together to accompany the NCG14 permit. We are
still gathering comments, so it's not final -- but the second page also addresses ATC
requirements and has some information about designing recycle systems (not sure if
Kingway has, or has plans for this type of system or not). I included the cover
sheet for your information because it also explains why simply sizing something for a
10-year storm is not necessarily the only calculation we look for -- we also need to
see information and/or calcs demonstrating that the discharge from the treatment
system (basins, etc.) will meet permit limits for total suspended solids, settleable
solids, and pH. (For example, details of a pH treatment method, settling
calculations, etc.)
By the way, our new NOI is also available on our website under the General Permits
link here:
http://h2o.enr.state.nc.us/su/Forms�Documents.htm#StormwaterGP
I hope this information will be helpful to you.
know.
Regards,
Bethany Georgoulias
Environmental Engineer
NC DENR DWQ
Stormwater Permitting Unit
[phone], ext. 529
[e-mail]
If you have questions, please let us
Content -Type: applicationfpdf '�
NCG14_N0l.pdf
11 Content -Encoding: base64
Content -Type: applicationlpdf
Rainfall_Data_Maps.pdf;
Content -Encoding: base64
1 of 2 10/28/2005 2:48 PM

Michael F. Easley, Govemor
William G. Ross Jr., secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
October 20, 2005
Mr. Garry King
Kingway Redi Mix, Inc.
14 Nix Road
Hendersonville, North Carolina 28792
SUBJECT- Kingway Redi Mix, Inc.
Permit No- NCG140354
Henderson County
Dear Mr. King-
I thought I should call to your attention that General Permit Number NCG140000
requires the preparation of a Storm Water Pollution Prevention Plan. The content of such
a Plan is detailed in the Permit. You should proceed with preparation of such a Plan.
Three month is probably more than enough time for Plan preparation. A component of
your Plan will be a schedule by which you will provide secondary containment of any
liquids stored in bulk such as vehicle fuel.
It occurs to me that you might take a look at connecting the two culverts on your
property to hopefully reduce the volume of stormwater coming onto your property. One of
the issues Jon Laughter will want to consider is the reuse of treated storm/wash water.
Such treated water is typically used for inclusion in the mix and as drum wash water. I
encourage both for the reason that doing so reduces the amount of treated wastewater
released to the environment. Jon will need to know your plans in this area.
Go ahead and start self monitoring in accordance with the requirements of General
Permit Number NCG 140000. Hendersonville has at least one commercial laboratory that I
know of which can perform analysis for you. Speaking of self monitoring; I suggest that
Jon Laughter include a means of measuring the rate of overflow from the treatment
system. Please do not hesitate to calf me at 828-296-4659 should you need to discuss
these matters in greater detail.
Sincerely,
J
Roy M Davis
Environmental Engineer
cc: Bethany Georgoulias
Jon Laughter_
NCG140354LETTER2.05
No;thCarolina
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2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
October 10, 2005
Mr. Garry King
Kingway Redi Mix, Inc.
14 Nix Road
Hendersonville, North Carolina 28792813
SUBJECT: Kingway Redi Mix, Inc.
Proposed New Construction
Permit No: NCG140354
Henderson County
Dear Mr. King:
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I now have a better understanding regarding Surface Water Protection Section
expectations relating to plans and specifications for new wastewater treatment systems
to be constructed by anyone in the Ready Mix Industry. Prior to constructing the proposed
treatmentireuse basins at your Henderson County Plant you will need to submit three
copies of plans and specification along with design calculations and a request for an
Authorization to Construct. The people reviewing the plans will be looking for a
demonstration that the proposed system will meet effluent limits. No fee is involved in
requesting an Authorization to Construct.
Kingway will be building its' first waste water/storm water treatment/reuse system.
The system will be built in the back of you property where in can receive all wash water
and storm water runoff. When designing the project you might wish to consider that
systems designed to overflow only in rain storm which exceed a 10 year-24 hour storm
event are not required to perform self monitoring. I would suggest that Jon Laughter call
Ms. Bethany Georgoulias at his earliest convenience to insure that he has an
understanding as to exactly what we need in the way of plans and specifications. Ms.
Georgoulias may be reached at 919-733-5083, extension 529.
urge you, within the next few days, to send me a letter presenting the date by which
plans and specifications and design calculations for the new wastewater treatment
system will be submitted. It does not look good for you to miss the first requirement in
your Certificate of Coverage. Please do not hesitate to call me at 828-296-4659 should
you need to discuss these matters in greater detail.
Sincerely,
Roy M vis
Environmental Engineer
cc: Bethany Georgoulias
Jon Laughter
i�io'�rthCarolina
,Xaturally
2090 U.S. Highway 70. Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer service 1 877 623-6748

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July 29, 2005
Mr. Gary K. King
Kingsway Ready Mix, Inc.
14 Nix Road
Hendersonville, NC 28792
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: General Permit No. NCG 140000
Kingsway Ready Mix, Inc.
COC NCG 140354
Henderson County
Dear Mr. King:
In accordance with your application for a discharge permit received on April 4, 2005 we
are forwarding herewith the subject certificate of coverage to discharge under the subject state --
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215 . t and the Memorandum of Agreement between North Carolina and the
US Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
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 permits required by the Division of Land
Resources, Coastal Area Management Act or any other federal or local governmental permit that
may be required.
Please be aware that this permit contains effluent limits for wastewater discharges as
listed in Part 11, Section C of your permit. If you plan to construct treatment facilities on your
site, you must first submit plans, specifications, and calculations to show how the facilities will
meet the effluent limits. Please submit two (2) copies of your plans to the Asheville Regional
Office. Contact Mr. Roy Davis in the Asheville Regional Office for specific questions regarding
these plans.
In a letter dated March 3, 2005, Mr. Davis advised you that you would be required to
submit construction plans for any wastewater treatment and recycle systems you propose to
build. Within two weeks of your receipt of this letter, please submit a schedule to Mr. Davis for
when you will submit your construction plans for any treatment facilities you intend to construct.
Before the construction of any treatment facilities, you must receive an Authorization to
Construct from the Division of Water Quality.
One
NorthCarolina
Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX- [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Empbyer-50% Recycled/10% Post Consumer Paper

If you have any questions concerning this permit, please contact Jonathan Diggs at
telephone number [phone] ext. 537.
Sincerely,
ORIGINAL SIGNED BY
KEN PICKLE
Alan W. Klimek, P.E.
cc: Asheville Regional Office
Central Files
Stormwater Permitting Unit Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG140354
STORMWATER 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,
Kingsway Ready Mix, Inc.
is hereby authorized to construct and operate'a process wastewater treatment system, and is hereby authorized to
discharge process wastewater and stormwater from a facility located at
Kingsway Ready Mix, Inc.
14 Nix Road
Hendersonville
Henderson County
to receiving waters designated as Clear Creek, a class C water in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, I1, 1II,
IV, V, and VI of General Permit No. NCG140000 as attached.
This Certificate of Coverage shall become effective July 29, 2005,
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 29, 2005. ORIGINAL SIGNED BY
KEN PICKLE
Alan W. Klimek, Director
Division of Water Quality
By Authority of the Environmental Management Commission

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Markers
Name: Kingsway Ready Mix
Short Name: Kngswy
Coordinates: 0350 21' 12.48" N, 0820 26' 17.56" W
Comment: Kingsway Ready -Mix NCG140354, French Broad River Basin, 04-03-02, Clear Creek,
Class C, Fruitland USGS

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
March 3, 2005
ag(f-z�' �
MAR 0 7 7W
Mr. Gary King
Kingsway Redi Mix, Inc DENR-WATER QUALITY
14 Nix Road WETLANDS AND SToRMWATER BRANCH
Hendersonville, North Carolina 28792
Subject: Plans and Specifications
Kingsway Redi Mix, Inc.
Water Recycling System
Henderson County
Dear Mr. King:
I am now being told that you will need to submit construction plans and specifications
for the storm water/waste water treatment and recycle system you propose to build.
Evidently plans and specifications will have to be submitted prior to issuance of a
Certificate of Coverage under Permit Number NCG140000.
have discussed this matter with Ms. Bethany Georgoulias with our Stormwater
Permitting Unit. I encourage you to contact her at 1-919-733-5083 Extension 529 to
gain a better, understanding as to what is expected in terms of puns and specifications.
I have asked several people what is available to you in terms of technical assistance. I
will be in touch with you with any positive responses.
Should we need to talk, do not hesitate to call me at 1.-828-296-4500.
Sincerely,
Roy M. ,Davis
Environmental Engineer
- Xc: Bethany Georgoulias
Asheville Regional office ADC
2090 U.S. Highway 70, Swannanoa, North Carolina 28778 N®rthCar®lira
Phone: [phone] FAX: [phone]/ Internet: h2o.enr.state.nc.us
An Equal opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper ;v1durally

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KINC,WA Y RfDt MIX, INC.
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Hender5on✓i//e, NC 20792
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READY MIXED CONCRETE SITE SURFACE WATER PROTECTION
REFERENCE NCG140354
NARRATIVE TO ACCOMPANY APPLICATION TO CONSTRUCT
The ready mix concrete site is existing'' Stormwater and wash water presently are
discharged on the ground."This application is required prior to an Authorization to
Construct being issued to the Property Owner.'
This general application permit is a combined stormwater and wastewater discharge
permit.`The design storm event is 10 year 24 hour storm This pen -nit addresses process
wasrtewater discharge form vehicle and equipment cleansing, recycle system overflow,
mixing drum clean out.
Design parameter is a (1) total suspended solids (TSS) limit of 30 mg/l, (2) settleable
,i solids (SS) limit of 5 ml/l pH between 6-`9�SU. Compliance with this permit will protect
surface waters of North Carolina.
The area marked Region l and Region 2 used by the ready mixed company to load and
washequipement is to 2500 sq feet. Remaining on- site and off site areas which are
subject to stormwater will b e ignoed because the storm flow will be deflected away from
the loadiong in wsh region.are protected tp deflect storm flow away from the wash area.
10 year strom frequency for the property is 7 inches in 24 hour. See Figure 1, Plan
View. ✓� qr�a la6ella��
The volume of runoff collecrted from Region 1 and Region 2 is 42 cubic feet with a peak
discharge of 0.39 cfs. The discharge will be retained in the 30' by 32' concrete basin
(A). The VOLUME BASIN (A) WILL RETAIN THE FLOW 12 PLUS HOURS. After
this time water will flow into the Basin (B) Wby 30.67. The volume of Basin (b) will
retain the stormwater an addition 5 hours. See drawing titled, stormwater pollution
prevention facility details Sheets 1,2, AND3.
Basin (C) will provide additional settling time. Water collected in this basin will
recirculated in the wash water system. Excess water will be discharged.
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RUNOFF CALCULATIONS
Laughter, Austin, and Associates
131 Fourth Avenue East
Hendersonville, NC 28792
November 3, 2005

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Runoff Calculations
LMNO Engineering, Research, and Software, Ltd.
Overview
Laughter, Austin, and Associates computes runoff from a concrete area plus the rain
falling directly on a stormwater pollution prevention facility (SWPPF). The runoff
collects in the SWPPF. Runoff is computed at times of 10, 30, and 60 minutes into a 24-
hour storm. The water depth in the facility is computed for those time periods. The storm
intensity is 7 inches per 24 hours. Also, the peak discharge from the storm is computed.
The results indicate that for the 7-inch, 24-hour design storm, the water depth in the
SWPPF will be 0.2 inch, 0.4 inch, and 0.5 inch after 10 minutes, 30 minutes, and 60
minutes into the 24 hour storm. The peak discharge into the facility will be 0.39 cfs.
Description
A plan view of the project is shown in Figure 1. Precipitation onto Region 1 (Area 1 in
the figure) runs off into Region 2 (Az in the figure) which is the SWPPF. Rainfall also
falls directly onto Region 2.
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Figure 1. Plan View)
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Figure 2 shows the Soil Conservation Service (SCS) Types 1, IA, II, and III 24-hour
rainfall distributions. North Carolina is geographically located in the region of the USA
where Type Il storms occur. The figure indicates the fraction of rainfall that falls at
various times after the beginning of a standard Type lI storm. The figure shows that at 10,
30, and 60 minutes into a 24-hour stonn, the fraction of total storm rainfall that falls is
approximately 0.01, 0.02, and 0.03, respectively.
® Page I

Figure 2. SCS 24-hour Rainfall Distribution (SCS, 1986)
(y-axis reads "Fraction of 24-hour rainfall" and x-axis reads "Time, hours")
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Summary of Data
The data provided
Rainfall: 7 inches in 24 hour period
Al = Area of Region 1 = 1600 ft2 = 0.037 Acre
A2 = Area of Region 2 = 30 ft x 32 ft = 960 ft'
Region 1 is hardpacked gravel.
Runoff from Region 1 flows into Region 2. Assume no flow out of Region 2.
c1 = Rational coefficient for Region 1 (concrete) = 0.9
CN = SCS Curve Number for Region 1 (concrete) = 98
Water Depth in SWPPF
To compute the water depth in the SWPPF, the first step is to compute the amount of rain
that falls in 10, 30, and 60 minutes during the 24-hour storm:
The amount of rain that falls in 10 minutes is 7 in. x OAl = 0.07 in.
The amount of rain that falls in 30 minutes is 7 in. x 0.02 = 0.14 in.
The amount of rain that falls in 60 minutes is 7 in. x 0.03 = 0.21 in.
Now, compute the volume of water collected in the SWPPF, Note that 0.9 is the runoff
coefficient for Region 1.
Volume of runoff collected in the SWPPF after 10 minutes is:
- Page 2
M

Volurne from Region 1 + Volume from Region 2 =
(0.07 in. / 12 in./ft) x 0.9 x 1600 ft2 + (0.07 in. / 12 in./ft)(960 ft) = 14 ft'
Volume of runoff collected in the SWPPF after 30 minutes is:
Volume from Region 1 + Volume from Region 2 =
(0.14 in. / 12 in./ft) x 0.9 x 1600 ft2 + (0.14 in. / 12 in./ft)(960 ft2) = 28 ft'
Volume of runoff collected in the SWPPF after 60 minutes is:
Volume from Region 1 + Volume from Region 2 =
(0.21 in. / 12 in./ft) x 09 x 1600 ft2 + (0.21 in. / 12 in./ft)(960 ft2) = 42 ft'
The water depth in the SWPPF can then be computed:
Water depth after 10 minutes = (14 ft3)(12 in./ft) / (960 ft2) = 0.18 in.
Water depth after 30 minutes = (28 ft3)(12 in./ft) / (960 ft'`) = 0.35 in.
Water depth after 60 minutes = (42 ft3)(12 in./ft) / (960 ft) = 0.53 in.
Peak Discharge
Determining the best method to use for computing peak discharge depends on the time of
concentration. The time of concentration for Region 1 is approximately 1.9 minutes
according to the FAA equation (LMNO, 2003):
t�= 1.8 (1.1 -c) L"'/ S1/3
where:
t, = Time of concentration (min)
c = Rational coefficient for Region 1 = 09
L = Longest watercourse length in Region 1 (ft)
S Region 1 slope, %.
L is approximately 60 ft and S is 3%.
Therefore:
= 1.8 (1.1 - 0.9) (60)0-5 / (3)1/3 = 1.9 min.
The peak discharge from the 24-hour storm is best computed using the SCS TR-55
method since it was developed for 24-hour storms; whereas, the Rational Method is best
used for storms having durations approximately equal to the time of concentration. A 6-
min time of concentration was used in the SCS modeling in Figure 3 since that is the
typical minimum for the TR-55 method.
Page 3

Figure 3. Peak Discharge Calculation
(screen capture from http://www.LNINOeng.com/Hydrology/hydrology,htin)
Reset Inputs to 0A';= j Afl features- enabled
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Click to Ca4ctslste.;.. ;.
OLTPUTS
Peal, Discharge; Qp (cfs orft'. s):
10.39147728814503172
Peak Discharge in cfs or fe/s
Runoff, Q (inch):
16,7609163323.449035
Cl 999 L\E,TO Eneine¢rine.
Unit Peak Disch., Qu (cfsmii=-inch):
11009,9968051207185
R-seareh, and Software. Lid.
Pond and Swamp Factor, Fp:
11.0
http ±nncir.L�L\O t9.com
initial abstraction is (inch):
0.04081632653061221
nT TS OR OLi IFUTS
5-0 Enter these three quantities_
Select Units:
Total Watershed Area, A (kcre)_
0.037
Area in Acre
:�j Overall Curve Number; C1:
98
Time of Conc., Travel Times in min
2j Time of Concentration, Tc (min):
6
D -PUTS
Rainfall Distribution Type ll Precipitation, P (inch) 17
Precipitation (and Runoff) in inch lfr- Ponds, Sivamps (°Jo of Total Area): 0.D
Conclusions
The water depth and peak discharge were computed for the Stormwater Pollution
Prevention Facility shown in Figure 1. For the 7 inch, 24 hour design storm, the water
depth in the facility will be 0.2 inch, 0A inch, and 0.5 inch after 10 minutes, 30 minutes,
and 60 minutes into the 24 hour storm. The peak discharge into the facility will be 0.39
cfs.
U.S. Soil Conservation Service. Technical Release 55: Urban Hydrology for Small
Watersheds. USDA (U.S. Department of Agriculture). June 1986.
Page 4
0

M
Dept of Environment and Natural Resources
3/22/2005
**80.00
Eighty and 00/100................*...*.*....*.******.**************..*.***..****.****.*********,.***************.**..*.****
Dept of Environment and Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Dept of Environment and Natural Resources 3/22/2005
Mountain 1st Checki
Dept of Environment and Natural Resources 3/22/2005
:0 11
:M
Mountain 1st Checki 80.00

MOU MUMSTBARKATAUV L1L.3SJJ 1 HENUfR!q jUL mC um
RCADY MIX INC.
to NIX ROAD . "ENDERSMVUE. NC M792
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Posted 4/127
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Division of Water Quality / Surface Water Protection
NCDENR National Pollutant Discharge Elimination System
NORM C+Rp W1 DE THEN OF
ENNRpuMEM1T ANp NRUa.LL RED lgCEp NCG1400
0
0
NOTICE OF INTENT
FOR AGENCY USF. ONLY
Datc Received
Year
Month
Da
Certificate of Cove-fc
NICIGI i 4
Check # Amount
Permit Assigned to
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 existingl plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to -continue tooperate 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 NCG14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 2H .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.
'F I For questions, please contact the DWQ Regional Office for your area. (See page 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.
l% node/,s,n " 1!c State (7 C_ ZIP Code -�- S 19 2
7 CociI - Fax: sae C091-22.=VZ _
2) Location of facility producing discharge:
Facility Name na. :ran evel,,
Facility Contact 6= Fz� "r 1 ' �i + 6 0 T z 2. q15 • i -q_5',
Street Address
City &,l,(C,-son ,'jtC- State 1jC- ZIP Code
County /4e r,de
Telephone No. 1�7 2 2 T (n 9 i - 7 Fax:
Page 1 of 5
'As per 15A NCAC 2H .0106
'Unless 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 sealed by a P.E.
SWU-229-101905 Last revised 10/19/2005

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). �/' /i-1/k � %�r}ds� �e
o 1-P� v� f�awQ/� �a� IQ�
Le E4 o h70 IV; ,�p/ /,L' f fi 1 c— d lt. l2A' !
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 35 ° 21, 1, " Longitude $1` �( (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
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: 3—, -
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?
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? Czeg_r
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).
Receiving water classification (if known):
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-1 or freshwater ORW.
9) Does this facility have any other NPDES permits?
©`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)?
ZNo
❑ 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?
D'No
❑ Yes
If yes, please briefly describe:
Page 2of5
SWU-229-101905 Last revised 10/19/2005

NCG140000 N.O.I.
■
12) Does this facility have a Stormwater Pollution Prevention Plan?
C'N0
❑ Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring or planned at this facility?
C'No
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning ❑ Yes ❑ No
Wetting of raw material stockpiles ❑ Yes ❑ No
Mixing drum cleaning 2 Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
��_' r For a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
1T M area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH - 6-9 SU, Total'
Suspended Solids (TSS) - 30 mgll, and Settleable Solids (SS) - 5 mlll.) [Use separate sheet(s)],
if all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or 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, dimensions, retention time, piping, settling basin details, etc.
Please note: If new treatments stems 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. DWQ 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
2' 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
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)].
f For a sufficient application, the information must demonstrate compliance of final discharge with permit effluent
limits (pH - 6-9 SU, Total Suspended Solids (TSS) - 30 mgll, and Settleable Solids (SS) - 5 ml/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.
SWU-229-101905
Page 3of5
Last revised 10/19/2005

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
U?'Vo ❑ 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?
0--No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
;fN
a dous waste?
o
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
L�1 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 1 disposal vendor:_
Vendor address:
J 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. 1 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.
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete, and accurate.
Printed Name of Person Signing:
Title: es"p/cM-74-
'�d� 46�� -
(Signature of ppticant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-101905 Last revised 10/19/2005

NCG140000 N.O.I.
■
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
❑ Check for $80 made payable to NCDENR.
❑ This completed application and all supporting documentation (including design details and calculations for
treatment systems).
* ❑ If an Erosion & Sedimentation Control (EBSC) 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).
W❑ For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and-
r 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).
IwKa❑ 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.
❑ A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) starmwater/wastewater treatment structures, (c) location of
stormwaterlwastewater 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 DWQ 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 .........[phone]
SWU-229-101905
Page 5 of 5
Last revised 10/19/2005

LAUGHTER, AUSTIN and
ASSOCIATES, P.A.
131 Fourth Avenue East
Hendersonville, North Carolina 28792
Telephone [phone] or [phone]
Facsimile [phone]
FAX COVER
Date: OCTOBER 312005
Time:
To: Bethany Georgoulias
Phone: [phone] ex 529
Company: surface water protection
Fax # [phone]%--'o 'i -/4
From: 30N LAUGHTER
E-Mail: laapa(i�bellsouth.net
SHEET
Re: Request for information Permit NCG140354, Henderson County
LAA # 05371
MESSAGE: ADDITIONAL info on required Plans and Specifications.
Also need your E-mail Bethany.Georgonlias{a�ncmail.net failed to connect.
Contact me with questions or comments
THANK YOU.
jon

Laughter, Austin and Associates
From: Bethany Georgoulias[[e-mail]]
Sent: Friday, October 28, 2005 2:48 PM
To: [e-mail]
Cc: Roy Davis
Subject: Kingway Redi Mix, Inc. (NCG140354) Request
Attachments: NCG14_NOl.pdf; Rainfall_Data_Maps.pdf; NCG14_Cover-2005.pdf
��,r
✓JVm6i
NCG14_NOI.pdf
Rainfall_Data_Maps
NCG14_Cover_200
(53 KB)
pdf (170 KB...
5.pdf (151 KB)
Mr. Laughter,
It looks like you had my correct e-mail address -- I'm sorry your message didn't get to
US. I did receive your fax this morning.
Attached are a few items:
-Our recently updated NOI form, which better explains requirements of the application
process. Because that form also addresses the Authorization to Construct process, it
should be helpful to you in Kingway's request for an ATC. Because this site already has a
COC for NCG140000, Kingway's request for an ATC should be submitted in the form of a?
letter with supporting plans & specifications, and calculations, to the Stormwater
Permitting Unit in Raleigh (our address is on the last page of the form). The ATC request
will be assigned to one of the staff in our Unit when it comes in.
-Rainfall Data Maps taken from the 1993 Stormwater Guidance Manual (North Carolina
Cooperative Extension Service and NCDENR publication).
From the maps, Hendersonville's 10-yr, 24-hr storm is between 7-7.511, and the 25-year
storm appears to be closer to 811.
-A DRAFT cover sheet we have put together to accompany the NCG14 permit. We are still
gathering comments, so it's not final -- but the second page also addresses ATC
requirements and has some information about designing recycle systems (not sure if Kingway
has, or has plans for this type of system or not). I included the cover sheet for your
information because it also explains -why simply sizing something for a 10-year storm is
not necessarily the only calculation we look for -- we also need to see information and/or
talcs demonstrating that the discharge from the treatment system (basins, etc.) will meet'
permit limits for total suspended solids, settleable solids, and pH. (For example,
details of a pH treatment method, settling calculations, etc.)
By the way, our new NOI is also available on our website under the General Permits link
here:
http://h2o.enr.state.nc.us/su/Forms—Documents.htm4StormwaterG?
I hope this information will be helpful to you
know.
Regards,
Bethany Georgoulias
Environmental Engineer
NC DENR DWQ
Stormwater Permitting Unit
[phone], ext. 529
[e-mail]
If you have questions, please let us
1

I
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O�0 A rE�QG
LD&K
Mr. Garry King
Kingway Redi Mix, Inc.
14 Nix Road
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
SURFACE WATER PROTECTION
October 10, 2005
Hendersonville, North Carolina 28792813
Dear Mr. King:
Alan W. Klimek, P.E. Director
Division of Water Quaiity
Asheville Regional Office
Cea
SUBJECT: Kingway Redi Mix, Inc.
Proposed New Construction
Permit No: NCG140354
Henderson County
now have a better understanding regarding Surface Water Protection Section
expectations relating to plans and specifications for new wastewater treatment systems
to be constructed by anyone in the Ready Mix Industry. Prior to constructing the proposed
treatmentlreuse basins at your Henderson County Plant you will need to submit three'
copies of plans and specification along with design calculations and a request for an
Authorization to Construct. The people reviewing the plans will be looking for a
demonstration that the proposed system will meet effluent limits. No fee is involved in
requesting an Authorization to Construct.`
Kingway will be building its' first waste water/storm water treatment/reuse system.
The system will be built in the back of you property where in can receive all wash water
and storm water runoff. When designing the project you might wish to consider that
systems designed to overflow only in rain storm which exceed a 10 year-24 hour storm
event are not required to perform self monitoring. I would suggest that Jon Laughter call"'
Ms. Bethany Georgoulias at his earliest convenience to insure that he has an
understanding as to exactly what we need in the way of plans and specifications. Ms.
Georgoulias may be reached at 919-733-5083, extension 529.
I urge you, within the next few days, to send me a letter presenting the date by which
plans and specifications and design calculations for the new wastewater treatment
system will be submitted. It does not look good for you to miss the first requirement in
your Certificate of Coverage. Please do not hesitate to call me at 828-296-4659 should
you need to discuss these matters in greater detail.
Sincerely,
Roy M`-Aavis
Environmental Engineer
cc: Bethany Georgoulias
Jon Laughter one
jNo hCarolina
j�A�TIIYT��lf
2090 U.S, Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

F tNATF
Michael F. Easley, Governor
r-*N9William
� G
G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
t
r
Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
October 20, 2005
Mr. Garry King
Kingway Redi Mix, Inc.
14 Nix Road
Hendersonville, North Carolina 28792
SUBJECT: Kingway Redi Mix, Inc.
Permit No: NCG140354
Henderson County
Dear Mr. King:
J I thought I should call to your attention that General Permit Number NCG140000
requires the preparation of a Storm Water Pollution Prevention Plan. The content of such
a Plan is detailed in the Permit. You should proceed with preparation of such a Plan.
Three month is probably more than enough time for Plan preparation. A component of
your Plan will be a schedule by which you will provide secondary containment of any
liquids stored in bulk such as vehicle fuel.
It occurs to me that you might take a look at connecting the two culverts on your
property to hopefully reduce the volume of stormwater coming onto your property. One of
the issues Jon Laughter will want to consider is the reuse of treated storm/wash water.
Such treated water is typically used for inclusion in the mix and as drum wash water.
encourage both for the reason that doing so.reduces the amount of treated wastewater
released to the environment. Jon will need to know your plans in this area.
Go ahead and start self monitoring in accordance with the requirements of General
Permit Number NCG140000. Hendersonville has at least one commercial laboratory that
know of which can perform analysis for you. Speaking of self monitoring; I suggest that
Jon Laughter include a means of measuring the rate of overflow from the treatment
system. Please do not hesitate to call me at 828-296-4659 should you need to discuss
these matters in greater detail.
Sincerely,
1 �
Roy M Davis
Environmental Engineer
cc: Bethany Georgoulias
Jon Laughter
NCG 140354LETTER2.Q5
NprthCarohna
XalurallJ
2090 U.S. Highway 70, Swannanoa, NC 28778 T e4ephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

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DB 9601645
S
5 TORMWA TER 'L UTION
PREVENTION FACILIT}/ DETAILS
OWNER:
CCAR Y K. KING
KIN(;hWA Y REDI • MIX, INC.
14 Nix Road
Hender5on✓i//e, NC 2,9792
Phone: W49) 605--711,9 ijcbile: 692Bj 243--1950
:. ; , , ,. N/F FR9D E. BAN6
r '3 DB 4231149
I DANA 7WP' l ;, wNDER50N COUNTY, N.C. I
JOB NO. 05- 371

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SECTION B-B' SECTION D-D'
5 I-001WA 7L"R FOL UTION
F'REVZNTION� FACILITY DETAILS
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CAGY K. K�NC,
KINCWA Y erDI MIX, INC.
14 Nix Rod d
Henderson ✓ille, NC 29792
Phone: We) 695-71113 MoblYe: [phone]
JOB NO. 05- 371

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PREVENTION ' FACILITY DETAIL5
OWM�R--
GA�'Y K. KING
KINGWA Y lecDI MIX, INC.
14 Nix ROd d
Hendersonville, NC 28792
Phone: [phone] Mobile: [phone]
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Mr. Gary King
Kingsway Ready Mix Inc.
14 Nix Road
Hendersonville, North Carolina 28792
Dear Mr. King:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 8, 2006
Subject: Additional Information Request
Authorization to Construct Request
Permit Number NCG140354
Henderson County
On November 28, 2005, the Division of Water Quality, Stormwater Permitting Unit received your
request for an Authorization to Construct wastewater treatment facilities for the subject concrete
ready mix facility at 14 Nix Road in Hendersonville, North Carolina. I apologize for my delay in
responding to your submittal, and to reminders by Roy Davis on your behalf over the intervening
months. The submittal is insufficient, and we are requesting additional information. Please
resubmit your request for an Authorization to Construct. The current submittal is insufficient in the
following particulars.
1. The submittal does not establish that the proposed wastewater treatment facilities will meet
permit limitations. Please note:
a. Item 14 of your completed application form, or Notice of Intent (NOI), received on
November 28, 2005, provides, "For a sufficient application you must provide design
specifics (e.g., design volume, retention time, surface 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 ml/L.)" The submittal does
not comply with this requirement.
b. Similarly, Item 15 of the same NOI provides, "For a sufficient application, the
information must demonstrate compliance of final discharge with permit effluent
limits ... 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." The submittal does not comply with this requirement.
c. Mr. Roy Davis' letter to you of October 10, 2005, advises, "The people reviewing the
plans will be looking for a demonstration that the proposed system will meet effluent
limits." The submittal does not provide that demonstration.
d. Ms. Bethany Georgoulias` email to Jon Laughter of October 28, 2005, states, "...we
also need to see information and/or talcs demonstrating that the discharge from the
treatment system (basin, etc.) will meet permit limits for total suspended solids,
settleable solids, and pH." The submittal does not establish that the treatment
system will meet the permit limits.
e. The Laughter, Austin, and Associates design narrative (a part of the submittal)
received November 28, 2005, acknowledges a design basis of a TSS limit of 30mg/L,
a settleable solids limit of 5ml/L, and a pH range of 6 - 9 standard units. But the
subsequent calculations presented do not incorporate the stated design basis.
Consequently, the subsequent design presentation ends with conclusions that are not
related back to the stated (and required) design basis, i.e., the design presented
does not demonstrate compliance with permit effluent limitations. NooCarolina
.Aatum!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Intemet: www.ncwaterquality.oru Location; 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Gary King
0_.,.4:jage 2 of 2
Mcrch 8, 2006
f. Please note, however, that the design narrative does conclude that the volume in
Basin A will retain the design flow for 12+ hours, and that the volume in Basin B will '
retain the flow for an additional 5 hours, and that Basin C will provide additional
settling time. The volume provided may be sufficient to meet permit limits on TSS
or settleable solids - - but the design calculations presented do not substantiate
compliance with that key requirement. It is possible that the designer may just need
to provide the finishing steps in his calculations so that they endpoint with TSS and
settleable solids values less than the permit limits. Just to re -iterate, the design
submittal must predict compliance with the permit limits. DWQ can only issue
an Authorization to Construct for a design that is based on an engineering argument
satisfying this key requirement.
2. While the design calculations presented may be an attempt at addressing the removal of
TSS and settleable solids, there is no attempt to address the pH limitation in your permit.
The design submittal must predict compliance with the permit limits, including the
permit limits on pH.
3. Please note that the Final Checklist of the NOI includes the requirement that the submittal
include a site map with the outline of drainage areas, the location of stormwater and
wastewater outfalls corresponding to the drainage areas, runoff conveyance structures (if
any in this case), areas where materials are stored, and impervious areas. None of these
required items are included in the submittal. In most cases for an existing site, a site
survey is required to capture this information. Such a survey would typically include
topography, physical features, and the property line. I would be happy discuss with you or
your engineer the contents of an acceptable site map. As reviewers, we have to be able to
understand what's happening on the site as to stormwater runoff, wastewater generation,
and subsequent capture, conveyance, treatment, and discharge of those flows.
4. Finally, please note that we need three copies of any re -submittal as noted on page 1 of 5
of your completed NOI.
I cannot emphasize enough that DWQ cannot issue this facility an Authorization to Construct
without a logical engineering argument that predicts compliance with all the permit limits.
Again, I apologize for the delay on my desk. I am committed to working with you and your
engineer on a more expedited basis to ensure no further delays at my end. Please call me with
any questions about your re -submittal.
Sincerely,
Ken Pickle, P.E.
DWQ Stormwater Permitting Unit
[phone]x584
cc: Jon Laughter, Laughter, Austin and Assoc., 131 Fourth Ave. East, Hendersonville, NC 28792
Roy Davis, Asheville Regional Office
SPU files
DWQ Central Files

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Laughter, Austin and Associates, P.A.
Engineering • Planning • Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28792
692-9089
858-5263
JON H. LAUGHTER
693-8822
DONALD J. AUSTIN
[e-mail]
May 18, 2006
Ken Pickle, PE
✓ NC DWQ
1617 Mail Center
Raleigh, NC 27699-1617
(828)
(800)
Facsimile (828)
E-Mail:
Subject: General Permit No. NCG140000 ✓
Kingsway Ready Mix, Inc.
COC NCG140354
Henderson County
Dear Mr. Pickle: ivfoe e r e /, v � n f s y /c am✓
a f
Inaccordance with your letter dated July 29, 2005, the following revised application with
construction plans is forwarded for necessary action. Please note the Owner intents to
construct a facility that will recycle wash water and storm water back into the concrete
mixing process. This gray water will be retained in a series of three concrete settling
basins with the computed capacity to hold the ten year storm event discharging from the
truck filling area. The final basin will hold grey water that will be recycled daily in
making concrete.
It is our understanding that construction of any treatment facility requires an
Authorization to Construct from the Division of Water Quality.
Please contact me at 828 692-9089 if you have any questions concerning this
Application. Thank you.
Sincerely,
Laughter, Austin and Associates, PA
Jon H. Laughter

READY MIXED CONCRETE SITE SURFACE WATER PROTECTION
REFERENCE NCG140354
NARRATIVE TO ACCOMPANY APPLICATION TO CONSTRUCT
d p� firemen Le! �Cf�
The read mix concre" to site is existing. Storm water and wash water presently are
Y I g p Y
discharged an the�ground. This application is required prior to an Authorization to
Construct being issued to the Property Owner. 6 P a dist�?«
This general application permit is a combined storm water and wastewater discharge
,permit. The design storm event is 10 year,24 hour storm. This permit addresses process
wastewater discharge fdrm vehicle and equipment cleansing, recycle system overflow,
mixing drum clean out. / /
i 71�i-'e !S eZ Gy/3'��f�i��{ "T lyl�d�I
The area marked Region 1 and Region 2 used by the ready mixed company to load and
Wash equipment is to-2500 sq feet. Remaining on- site and off site areas which are
subject to storm water will be ignored because the storm flow is deflected away from the
loading and wash area. See Figure 1, Plan View.
The volume of runoff collected from Region 1 and Region 2 is 42 cubic feet with a peak
discharge of 0.39 cfs. The discharge will be retained in the 30' by 32' concrete basin
(A). The capacity of BASIN (A) is 1440 cubic feet (one day and a half storage). One
feet free board is provided before the discharging into BASIN `B'. BASIN `B' will
provide an additional twelve hour storage The volume of Basin (b) will retain the storm
water an addition 5 hours. See drawings entitled, storm water pollution prevention
facility details Sheets 1,2, AND 3.
Basin (C) will provide additional settling time. Water collected in this basin will pumped
into the non potable water system which supplies redi mix trucks. Each day the demand
for recycled water will exeed the volume available. Wash water and storm runoff will
not be discharged to surface waters.
e

RUNOFF CALCULATIONS
Laughter, Austin, and Associates
131 Fourth Avenue East
Hendersonville, NC 28792
November 3, 2005
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Runoff Calculations
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Overview
Laughter, Austin, and Associates computes runoff from a concrete area plus the rain
falling directly on a stormwater pollution prevention facility (SWPPF). The runoff
collects in the SWPPF. Runoff is computed at times of 10, 30, and 60 minutes into a 24-
hour storm. The water depth in the facility is computed for those time periods. The storm
intensity is 7 inches per 24 hours. Also, the peak discharge from the storm is computed.
The results indicate that for the 7-inch, 24-hour design storm, the water depth in the
SWPPF will be 0.2 inch, 0.4 inch, and 0.5 inch after 10 minutes, 30 minutes, and 60
minutes into the 24 hour storm. The peak discharge into the facility will be 0.39 efs.
Description
A plan view of the project is shown in Figure 1. Precipitation onto Region I (Area 1 in
the figure) runs off into Region 2 (A2 in the figure) which is the SWPPF. Rainfall also
falls directly onto Region 2.
Figure 1. Plan View)
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Figure 2 shows the Soil Conservation Service (SCS) Types 1, IA, I1, and III 24-hour
'rainfall distributions. North Carolina is geographically located in the region of the USA
where Type II storms occur. The figure indicates the fraction of rainfall that falls at
various times after the beginning of a standard Type II storm. The figure shows that at 10,
30, and 60 minutes into a 24-hour storm, the fraction of total storm rainfall that falls is
approximately 0.01, 0.02, and 0.03, respectively.
Page L

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Figure 2. SCS 24-hour Rainfall Distribution (SCS, 1986)
(y-axis reads "Fraction of 24-hour rainfall" and x-axis reads "Time, hours")
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Summary of Data
The data provided
Rainfall: 7 inches in 24 hour period
A, = Area of Region 1 = 1600 ft'` = 0.037 Acre
A2 = Area of Region 2 = 30 ft x 32 ft = 960 ft'`
Region 1 is hardpacked gravel.
Runoff from Region 1 flows into Region 2. Assume no flow out of Region 2.
cl = Rational coefficient for Region 1 (concrete) = 0.9
CN = SCS Curve Number for Region 1 (concrete) = 98
Water Depth in SWPPF
To compute the water depth in the SWPPF, the first step is to compute the amount of rain
that falls in 10, 30, and 60 minutes during the 24-hour storm:
The amount of rain that falls in 10 minutes is 7 in. x 0.01 = 0.07 in.
i
The amount of rain that falls in 30 minutes is 7 in. x 0.02 = 0.14 in.
The amount of rain that falls in 60 minutes is 7 in. x 0.03 = 0.21 in.
Now, compute the volume of water collected in the SWPPF. Note that 0.9 is the runoff
coefficient for Region 1.
Volume of runoff collected in the SWPPF after 10 minutes is:
Page 2

Volume from Region 1 + Volume from Region 2 =
(0.07 in. / 12 in./ft) x 0.9 x 1600 ft2 + (0.07 in. / 12 in./ft)(960 ft) = 14 ft'
Volume of runoff collected in the SWPPF after 30 minutes is:
Volume from Region 1 + Volume from Region 2 —
(0.14 in. / 12 MAI) x 0.9 x 1600 ft2 + (0.14 in. / 12 in./ft)(960 ft) = 28 ft'
Volume of runoff collected in the SWPPF after 60 minutes is:
Volume from Region 1 + Volume from Region 2 =
(0.21 in. / 12 in./ft) x 0.9 x 1600 ft2 + (0.21 in. / 12 in./ft)(960 ft2) = 42 ft'
The water depth in the SWPPF can then be computed:
Water depth after 10 minutes = (14 ft3)(12 in./ft) / (960 ft') = 0.18 in.
Water depth after 30 minutes = (28 ft3)(12 in./ft) / (960 ft) = 0.35 in.
Water depth after 60 minutes = (42 ft3)(12 in./fl) / (960 ft2) = 0.53 in.
Peak Discharge
Determining the best method to use for computing peak discharge depends on the time of
concentration. The time of concentration for Region 1 is approximately 1.9 minutes
according to the FAA equation (LMNO, 2003):
t, = 1.8 (1.1 - c) Lo.s / S 1/3
where:
t, = Time of concentration (min)
c = Rational coefficient for Region 1 = 09
L = Longest watercourse length in Region 1 (ft)
S = Region 1 slope, %.
L is approximately 60 ft and S is 3%.
Therefore:
t, = 1.8 (1.1 - 0.9) (60)0'5 /(3) 113 = 1.9 min.
The peak discharge from the 24-hour storm is best computed using the SCS TR-55
method since it was developed for 24-hour storms, whereas, the Rational Method is best
used for storms having durations approximately equal to the time of concentration. A 6-
min time of concentration was used in the SCS modeling in Figure 3 since that is the
typical minimum for the TR-55 method.
,e . - I Page 3

Figure 3. Peak Discharge Calculation
(screen capture from http://www.LMNOeng.com/Hydrology/hydrology.htm)
........................
Reset Inputs to 0.0 All features enabled Click to CalcWate •:
■ 01 fPUTS Peak Discharge, Qp (cfs or ft;fs): 0.3947 228814553172
Peak Discharge in cfs or fees = Runoff, Q (inch): 16.760916332W9035
-9,1999 L\LNO Engi e- ing, Unit Peak Disch., Qu (cfsfmi=-inch): 1 009.9968051207195 i
Research, and Software, Ltd. Pond and Swamp Factor, Fp= 11.0
http:iiInitial Abstraction, la (inch): 10.04081632653061221
M
ENPU TS OR OUTPUTS r Enter these three quantities:
Select Units: Total Watershed Area A (_acre): 10.037 €
Area in Acre - Overall Curve Number_ C1_ 198
Time of Conc., Travel Times in min = Time of Concentration, Tc (min): 6 i
L\PUFS
flainfall Distribution Type II = Precipitation.- P (inch) 17
Precipitation [and FiunolF] in inch j Ponds, Swamps (°fo of Total Area): 0.0
C`nnclncinnc
The water depth and peak discharge were computed for the Stormwater Pollution
Prevention Facility shown in Figure 1. For the 7 inch, 24 hour design storm, the water
depth in the facility will be 0.2 inch, 0.4 inch, and 0.5 inch after 10 minutes, 30 minutes,
and 60 minutes into the 24 hour storm. The peak discharge into the facility will be 0.39
cfs.
U.S. Soil Conservation Service. Technical Release 55. Urban Hydrology for Small
Watersheds. USDA (U.S. Department of Agriculture). June 1986.
Page 4

Dept of Environment and Natural Resources
3/22/2005
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Dept of Environment and Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Dept of Environment and Natural Resources 3/22/2005
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NCG140000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Year
Month
Da
Certificate ofCovera
e
NICIGI 1141
Check 0 Amount
Permit Assigned to
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 rec-cle 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 2H .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 staffalong with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
For questions, please contact the DWQ 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.
�n
P1
// C ndenso, "J-/ State 17 Cr ZIP Code 2 1! 2
gay (D q'1- ?;?6L _ Fax: f� e 6 9 .2 2 y2
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
1" ia'r0 'eAd " , ?Zir- 2q3 - IRS
!na(C/sa Aa ILC State d ZIP Code
V 81 (091-T?94 Fax: I OL ? (SCl7.125/Z
Page 1 of 5
'As per 15A NCAC 2H .0106
'Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualifidd to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-229-101905 Last revised 10/19/2005

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). h%, � y ��st fo ,le 101 d n fll-.14 GRP J
Y . AA,1, or.-'o M; Z/ C—
—
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 35 ' 21, 1.1" Longitude $,2' '�,1�_ (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
09'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.)
- pr4.t,,-,j of 7y"
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? One_
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? C I e a, r C'. eew
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).
Receiving water classification (if known):
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?
EWNo
❑ 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)?
[9'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?
[7'No
❑ Yes
If yes, please briefly describe:
Page 2 of 5
SWU-229-101905 Last revised 10/19/2005

NCG140000 N.O.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
C"No
❑ Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring or planned at this facility?
CR'No
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning ❑ Yes ❑ No
Wetting of raw material stockpiles ❑ Yes ❑ No
Mixing drum cleaning 2-Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
For a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
1 _ area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH - 6-9 SU, Total
Suspended Solids (TSS) - 30 mgll, and Settleable Solids (SS) - 5 mlll.) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or 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, 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. DWQ 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
2' es
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
1_ 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)].
wkFor a sufficient application, the information must demonstrate compliance of final discharge with permit effluent
limits (pH - 6-9 SU, Total Suspended Solids (TSS) = 30 mgll, and Settleable Solids (SS) - 5 mlll), 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
5 WU-229-101905
Last revised 10/19/2005

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
GMo ❑ 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?
B--N�o
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
r RN
dous waste?
13 Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
L+� N 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 1 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.
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete,, and accurate. �
Printed Name of Person Signing: L� a ^ k,n q.
Title: l F'
(Signature
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-101905 Last revised 10/19/2005

NCG140000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Check for $80 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)
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
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.
A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwaterlwastewater treatment structures, (c) location of
stormwaterlwastewater 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 DWQ 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)
733-5083
Page 5 of 5
SWU-229-101905 Last revised 10/19/2005

Laughter, Austin and Associates
From: Bethany Georgoulias [[e-mail]]
Sent: Friday, October 28, 2005 2:48 PM
To: [e-mail]
Cc: Roy Davis
Subject: Kingway Red! Mix, Inc. (NCG140354) Request
Attachments: NCG14_NOl.pdf; Rainfall_Data_Maps.pdf; NCG14_Cover_2005.pdf
,4
�
NCG14_NOI.pdf
Rainfall -Data -Maps
NCG14_Cover _200
(53 KB)
pdf (170 KB...
5.pdf (151 KB)
Mr. Laughter,
It looks like you had my correct e-mail address -- I'm sorry your message didn't get to
US. I did receive your fax this morning.
Attached are a few items:
-Our recently updated NOI form, which better explains requirements of the application
process. Because that form also addresses the Authorization to Construct process, it
should be helpful to you in Kingway's request for an ATC. Because this site already has a
COC for NCG140000, Kingway's request for an ATC should be submitted in the form of a
letter with supporting plans & specifications, and calculations, to the Stormwater
Permitting Unit in Raleigh (our address is on the last page of the form). The ATC request
will be assigned to one of the staff in our Unit when it comes in.
-Rainfall Data Maps taken from the 1993 Stormwater Guidance Manual (North Carolina
Cooperative Extension Service and NCDENR publication).
From the maps, Hendersonville's 10-yr, 24-hr storm is between 7-7.511, and the 25-year
storm appears to be closer to 811.
-A DRAFT cover sheet we have put together to accompany the NCG14 permit. We are still
gathering comments, so it's not final -- but the second page also addresses ATC
requirements and has some information about designing recycle systems (not sure if Kingway
has, or has plans for this type of system or not). I included the cover sheet for your
information because it also explains why simply sizing something for a 10-year storm is
not necessarily the only calculation we look for -- we also need to see information and/or
calcs demonstrating that the discharge from the treatment system (basins, etc.) will meet
permit limits for total suspended solids, settleable solids, and pH. (For example,
details of a pH treatment method, settling calculations, etc.)
By the way, our new NOI is also available on our website under the General Permits link
here:
http://h2o.enr.state.nc.us/su/Forms—Documents.htm#StormwaterGP
I hope this information will be helpful to you
know.
Regards,
Bethany Georgoulias
Environmental Engineer
NC DENR DWQ
Stormwater Permitting Unit
[phone], ext. 529
[e-mail]
if you have questions, please let us
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION p�
October 10, 2005 ' W-
16
Mr. Garry King
Kingway Redi Mix, Inc.
14 Nix Road
Hendersonville, North Carolina 28792813 G Ale 4 r c
SUBJECT: Kingway Redi Mix, Inc.
Proposed New Construction
Permit No: NCG140354
Henderson County
Dear Mr. King:
I now have a better understanding regarding Surface Water Protection Section
expectations relating to plans and specifications for new wastewater treatment systems
to be constructed by anyone in the Ready Mix Industry. Prior to constructing the proposed
treatment/reuse basins at your Henderson County Plant you will need to submit three
copies of plans and specification along with design calculations and a request for an
Authorization to Construct. The people reviewing the plans will be looking for a c
demonstration that the proposed system will meet effluent limits. No fee is involved in r
requesting an Authorization to Construct. 7 X2g
0 Kingway will be building its' first waste water/storm water treatment/reuse system.
'-The system will be built in the back of you property where in can receive all wash water
and storm water runoff. When designing the project you might wish to consider that
systems designed to overflow only in rain storm which exceed a 10 year-24 hour storm
event are not required to perform self monitoring. I would suggest that Jon Laughter call
Ms. Bethany Georgoulias at his earliest convenience to insure that he has an
understanding as to exactly what we need in the way of plans and specifications. Ms. t) "..) Ci
Georgoulias may be reached at 919-733-5083, extension 529.
I urge you, within the next few days, to send me a letter presenting the date by which
plans and specifications and design calculations for the new wastewater treatment
system will be submitted. It does not look good for you to miss the first requirement in
your Certificate of Coverage. Please do not hesitate to call me at 828-296-4659 should
you need to discuss these matters in greater detail.
Sincerely,
Roy M vis
Environmental Engineer
cc: Bethany Georgoulias
Jon Laughter one
No�thCarolina
11 ahirally
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

a Plan is detailed in the Permit. You shout+
Three month is probably more than enough
your Plan will be a schedule by which you
liquids stored in bulk such as vehicle fuel.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
October 20, 2005
Mr. Garry King
Kingway Redi Mix, Inc.
14 Nix Road
Hendersonville, North Carolina 28792
SUBJECT: Kingway Redi Mix, Inc.
Permit No: NCG140354-
Henderson County
Dear Mr. King:
l thought I should call to your attention that General Permit Number NCG140000
requires the preparation of a Storm Water Pollution Prevention Plan. The content of such
proceed with `preparation of such a Plan.
time for Plan preparation. A component of
will provide secondary containment of any
It occurs to me that you might take a look at connecting the two culverts on your
property to hopefully reduce the volume of stormwater coming onto your property. One of
the issues Jon Laughter will want to consider is the reuse of treated storm/wash water.
Such treated water is typically used -for inclusion in the mix and as drum wash water.
"encourage both for the reason that doing so reduces the amount of treated wastewater
released to the environment. Jon will need to know your plans in this area.
Go ahead and start self monitoring in accordance with the requirements of General
Permit Number NCG140000. Hendersonville has at least one commercial laboratory that I
know of which can perform analysis for you. Speaking of self monitoring; I suggest that
Jon Laughter include a means of measuring the rate of overflow from the treatment
system. Please do not hesitate to call me at 828-296-4659 should you need to discuss
these matters in greater detail.
Sincerely,
Roy M Davis
Environmental Engineer
cc: Bethany Georgoulias
Jon Laughter .
NCG 140354LETTER2.05
NosthCarolina
Alaiura!!y
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

Markers
Name: Kingsway Ready Mix
Short Name: Kngswy
Coordinates: 035' 21' 12.48" N, 082' 26' 17.56" W
Comment: Kingsway Ready -Mix NCG140354, French Broad River Basin, 04-03-02, Clear Creek,
Class C, Fruitland USGS
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OWNER:
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KINGWA Y REDI MIX, INC.
14 Nix Road
Henderson✓lle, NC 2,9792
Phone: (626) 6M5-7116 Mobile: W9) 243-1950

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KINGWA Y ,2EDI MIX, INC.
14 Nix Qoad
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Please review
Subject: Please review
From: Starr Silvis <[e-mail]>
Date: Mon, 14 Aug 2006 15:59:11 -0400
To: Ken Pickle <[e-mail]>
Hi Ken,
Attached is a request for additional information. You may recall that you sent me a packet of
information for NCG140354 Kingsway Ready Mix. The package contained the original submittal
(received in your office November 28, 2006) and a re -submittal in response to your additional
information request dated March 8, 2006.
Roy Davis and 1 met with Mr. Laughter on site today to discuss the submittal deficiencies. I am
attaching the add info letter I drafted in response to our meeting. The current submittal is woefully
inadequate (which is why you forwarded me the packet and asked that I set up a meeting with Mr.
Laughter to discuss).
I will be in the field until Friday August 18. Please review the attached letter at your earliest
convenience.
I am available at my cell phone before Friday (maybe, if there is service) at 828 23071003.
Thanks!
Starr Silvis - Starr.Silvis@rcmail,net
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Starr Silvis <Starr.Silvispncmail.net>
NC DENR - Asheville Regional Office
Division of Water Quality - Surface Water Protection Section
IST Kingsway Add -info ATC NCG140354.doc ;Content -Type: application/msword
Content -Encoding: base64
1 of 1 8/14/2006 4:54 PM

Re: Please review
1 ,%
Subject: Re: Please review
From: Starr Silvis <[e-mail]>
Date: Fri, IS Aug 2006 07:45:15 -0400
To: Ken Pickle <[e-mail]>
Hi Ken,
Just got back in the office from a fun week of stream walking.
In my opinion Mr. Laughter probably heard about 25% of what was said to him. He did not take any
notes on what we are requiring, nor did he respond with questions or comments that indicated to me that
he understood what we were saying to him. He mostly kept asking if other people were doing this
(meaning meeting the requirements to get an A to Q. He is well known in this office for his
consistently inadequate submittals. He is also well known in Henderson County as the go -to guy for
engineering (according to Roy). This is obviously a bad combination. It was my impression (and as this
is in writing I am being a bit coy) that Mr. Laughter did not understand the work and necessary
calculations involved in meeting our requirements.
Roy and I spoke with Ms. Tutten after Mr. Laughter left (he did not accompany us as we examined the
site, which is unfortunate as we hoped to point out a few things) and suggested they bring in an engineer;
who has successfully completed the A to C process for stormwater ready mix. We also politely
suggested this to Mr. Laughter during the meeting, he may have actually heard that part.
Ms. Tutten is the manager (?) for Mr. Kings businesses as best I can tell.
I am definitely trying to pull the owner into the discussion. Primarily because I do not think Mr.
Laughter will be able to provide us with an adequate submittal. If you recall his prior submittals focused
on the depth at 10 30 and 60 minutes into the storm, as well as -the time of concentration and peak
discharge .... I do not see how any of these calculation are relevant and encouraged him to not bother with
these talcs in the future. I tried to emphasize that we are interested in volume, and discharge
characteristics as they pertain to permit limits. I may have gone so -far as to say that we do not care
about any of the intervals prior to 24-hrs, nor does peak discharge into the facility hold any relevance to
us.
It was an interesting meeting.
I will change the wording on the letter, as well as put in a date (30 days) by which they must reply.
Given the inadequacy of the prior submittals at the very least I would like a response in writing as to
how they are going to address the problems. The facility is currently discharging into what looks like a
stream bed (or perhaps it has just been discharging for so long it has formed a well defined channel) and
it is heavily impacted with sediments and high pH water. We did not find the terminus of the discharge
into another stream.
Have a great weekend!
Starr
P.S. They have constructed a huge basin on another parcel of land for washing the drums out ... this was
constructed in May. I am not sure how to proceed at this point.
Ken Pickle wrote:
Hi Starr,
First reading and second reading - - your letter looks good. Thanks for the help. As a result of
today's meeting do you have the feeling that Mr. Laughter actually heard you? And is capable of
responding appropriately? Did he just need some person to say, "Sir, no kidding, we really mean
it"? Who is Ms Tutten? Will she be doing the work? Consider, "...please ask your engineer to call
1 of 3 8/18/2006 8:17 AM

Re: Please review
i
me before your re -submittal..." since it's unlikely that Mr. King will be participating with us, right?
Or were you attempting to pull the owner into the discussion?
Good job!
Ken
Starr Silvis wrote:
Hi Ken,
Attached is a request for additional information. You may recall that you sent me a packet of
information for NCG140354 Kingsway Ready Mix. The package contained the original
submittal (received in your office November 28, 2006) and a re -submittal in response to your
additional information request dated March 8, 2006.
Roy Davis and I met with Mr. Laughter on site today to discuss the submittal deficiencies. I am
attaching the add info letter I drafted in response to our meeting. The current submittal is
woefully inadequate (which is why you forwarded me the packet and asked that I set up a
meeting with Mr. Laughter to discuss).
I will be in the field until Friday August 18. Please review the attached letter at your earliest
convenience.
I am available at my cell phone before Friday (maybe, if there is service) at 828 230-1003.
Thanks!
Starr Silvis - Starr. Silvisgncmail.net
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Starr Silvis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
2 of 3 8/18/2006 8:17 AM

�0� w A r�qQ
Mr. Gary King
Kingsway Redi
14 Nix Road
Hendersonville,
Dear Mr. King:
Mix, Inc
NC 28792
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolsna Department of Environment and Natural Resources
Ala W. Klimek, P.E. Director
of Water Quality
August 22, 2006�v
AUG 2 3 200r
Subject: Additional Information Request
Permit application, NCG140354
Kinsgway Redi Mix, Inc.
Henderson County
On November 28, 2005 and May 24, 2006, the Division of Water Quality, Stormwater Permitting
Unit received your application for an authorization to construct for treatment facilities at the
subject site at 14 Nix Road in Hendersonville, North Carolina. North Carolina rules require DWQ to
conduct an engineering review of your request for an Authorization To Construct. The submittal is
insufficient; therefore we are requesting additional information in order to continue processing your
application. Please submit additional information addressing the items listed below.
1. The resubmittal received on May 24, 2006 does not establish that the proposed wastewater
treatment facilities will meet the effluent limitations. Item 1 in the additional information
request dated March 8, 2006 detailed submittal deficiencies with regard to the proposed
wastewater treatment facility's ability to meet effluent limitations. Please review the
additional information request dated March 8, 2006 for information regarding submittal
deficiencies. I have attached a copy of the March 8, 2006 letter for your convenience. Mr.
Roy Davis and I met with Mr. Laughter.and Ms. Tutten on August 14, 2006 to discuss how
these deficiencies must be addressed. Item 15 of your completed application form, or
Notice of Intent (NOI) provides, "For sufficient application, the information must (1)
demonstrate comollance of final discharge with permit effluent limits (pH - 6-9 SU), Total
Suspended Solids (TSS - 30 mg/1), and Settleable Solids (SS - 5 mill) or (2) must
demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-yr,
24-hr rainfall event plus one foot of freeboard under design operating conditions." Neither
of the two items listed above have been adequately addressed by the most recent submittal
for an authorization to construct. The two options listed above were discussed at the
August 14, 2006 meeting.
2. If you decide that designing the system to contain runoff from a 25-yr, 24-hr rainfall event
is the option you wish to pursue please be aware of the following requirements;
a. The calculations must detail a water balance for the system. The water balance
must detail all inputs and outputs for the system. The inputs may consist of truck
wash water, stormwater, dust suppression water, etc. Outputs may consist of
recycling for use in truck washing, drum washing, and batches.
b. The calculations must detail the ability of the system to be brought back to initial
conditions used for calculating the design capacity of the system. In other words,
the water balance must show that the system can be brought back on line in a
NortliCarolina
;Naturally
North Carolina Division of Water Quality 20�)0 lJS H%vy 70, Swannanoa NC 28778 Phone [phone]
lntunct! www.ncwaternuality.ore Fax [phone]
An kstlual Opportunity/Aftirniative Action Fmploycr— 50% Recyr-led/10"A Post Consumer Paper

Mr. Gary King
Page 2 of 2
August 22, 2006
reasonable amount of time after the occurrence of the design storm. Water being
taken from the system for reuse must be accounted for in the water balance.
s-my,understanding that truck wash water will be the only process wastewater
Oe::; generated on site. It may be useful to perform truck -washing activities on a raised
pad that drains to the recycle area. This configuration would preclude the
introduction of stormwater into the wastewater area and would thus reduce the
storage volume required.
3-: i4Item 3 of the additional information request dated March 8, 2006 detailed the submittal
requirement for a facility site map. The resubmittal site map does attempt to include the
drainage area into the recycle system, as well as the location of the recycle system.
However, the material storage areas, outfall locations; and impervious areas are not
detailed, nor is site topography included. Also, the drainage areas shown on the site map
may be incorrect (see Item 4 below).
4. According to the site map the only water entering the recycle system would come from
"region 1", However, during our site visit on August 14th we observed water flowing from
the region adjacent to the entrance drive on Nix road (as a result of parking lot washing)
into the area that is proposed to contain the recycle system. Due to this observation I
cannot concur that the site map accurately portrays water flow on the site. Based on my
observations the site map and corresponding design narrative must either 1) take into
account flow volumes from the entire contributing area, or 2) detail how flow will be
directed such that no area other than the area used in calculations contributes to the runoff
volume.
Please respond in writing within thirty (30) days of receipt of this letter, Your response must
include at a minimum your plans for addressing the above listed deficiencies. Please call me before
your re -submittal so that we can go over verbally your response to our request for additional
information.
Sincerely,
Starr Silvis
Asheville Regional
[phone]
Enclosure
Office
cc: Asheville Regional Office
Ken Pickle, SPU files
Mr. Jon Laughter, Laughter, Austin and Assoc., 131 Fourth Ave. East, Hendersonville, NC 28792
DWQ Central Files

Re: Kingsway
Subject: Re: Kingsway
From: Ken Pickle <[e-mail]>
Date: Wed, 11 Oct 2006 13:54:18 -0400
To: Starr Silvis <[e-mail]>
CC: Danny Smith <Danny,[e-mail]>, Bradley Bennett <[e-mail]>
Starr,
Oops, I sort of missed the point by only noting just the timing aspect of his various
submittals. Sorry to confuse the discussion. The more substantive points that you
raise seem to me to absolutely require us to enter enforcement mode with Kingsway. I
wouldn't think that we would need Danny's input for ARO to proceed with an NOV.
I checked yesterday's mail, and we have not received a submittal from Mr. Laughter on
Kingsway Readimix, through October 10, 2006.
Ken
Starr Silvis wrote:
Ken,
Thanks for the response.
We are indeed looking for the best grounds for an NOV. I would like to point out
that we met with Mr. Laughter on August 14th on site. During the course of the
meeting he did not seem to understand either the need for nor the basis for the
required calculations. The August 22, 2006 letter asked Mr. Kins to resubmit by
September 21, 2006. It went on to suggest that the permittee contact me prior to
resubmittal to ensure that the submittal would be adequate (i.e. the previous
submittals were woefully inadequate which causes us to spend a large amount of
time in review). It is my contention that we have spent an inordinate amount of
time trying to bring this facility and its engineer "up to speed". In the
meantime the facility is continuing to discharge untreated washwater. There is
visual evidence of large amounts of sediment leaving the site. We have not yet
determined the fate of the discharge (i.e. is it is a stream or ditch or what, it
is on private property and is heavily overgrown). We plan to revisit the site in
the winter to follow the path of the discharge to its terminus. The facility is
not conducting monitoring, nor does it have an adequate SPPP so at the very least
we can give them an NOV for failure to follow permit conditions. I would like to
include language about failure to comply with ATC requirements.
Thanks,
Starr
Ken Pickle wrote:
Starr,
Two things on the NOV - Mr. Laughter phoned me last week to say he was sending
something to me. I haven't seen it yet, but let's wait at least a day so I can
see if anyone in our unit picked up our mail in Sarah's absence. Also, Let's
Ask Danny!
Danny,
Can you help with a suggestion of our best approach to an NOV?
Mr. King of Kingsway Readimix submitted an NOI April 4, 2005. DWQ issued COC
NCG140354 on July 29, 2005, with the provision (in the transmittal letter) that
within two weeks of receipt of the COC he should inform Roy Davis of his
schedule for submitting an ATC application for the recycle system necessary to
meet his permit limits. That's right, we issued the COC without having
adequate engineering on his treatment system in hand. As far as I know, we
never got a schedule for an ATC submittal from the permittee. Roy, Starr,
Bethany, and I have tried to bring along his consultant, but it didn't take (At
least, so far - his next submittal is in the works, he says.) The consultant
l of 3 10/11/2006 1:55 PM

Re: Kingsway
has submitted two mis-directed ATC attempts to engineer a treatment system
which we have rejected (KBP letter on 3/8/06 and Starr letter on 8/22/06).
Starr's recent add -info letter required a response within 30 days (by September
21), but we don't have it yet, as far as I know.
(I feel a little odd jumping on this guy for being late on a 30-day clock when
we in SPU responded to his 4/4/05 NOI with our 7/29/05 COC, we responded to his
subsequent 11/28/05 ATC request with a 3/8/06 Add -info letter, and we responded
to his 3/24/06 ATC resubmittal with a 8/22/06 add -info letter. My response
time was reason for the last two delays. Note that both the intial ATC and his
ATC resubmittal were way short of our minimum requirements.]
Can you comment on this, either to me face-to-face, or in email? We're
interested in the best grounds for an NOV, I think - -right, Starr?
Thanks,
Ken
Starr Silvis wrote:
Funny you should write at this exact time. Roy and I were just leaving a
message for Gary King of Kingsway Redimix. The latest add info letter
required a response by Sept 22. No response as of yet. Left Mr. King a
message that we intend to issue a NOV. We will probably issue the NOV for
failure to comply with permit conditions. Unless there is a more suitable
way deal with this issue? Thanks for the update on McDowell Cement!
Ken Pickle wrote:
Ladies,
I'm trying to make some progress on several NCG14 related items this
week. Here's something you may be interested in.
In October 2005, Roy visited McDowell Cement and followed up with a
letter 10/18/05 related to the construction of new treatment facilities
at that permitted site, NCG140325. He encouraged them to submit an ATC
for the new construction. I can't find any indication that they have
submitted for an ATC since then.
I'm not asking for a response, this is just an FYI note.
Ken
Starr Silvis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Starr Silvis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
2 of 3 10/11/2006 1:55 PM

Re: Multipl& topics
Subject: Re: Multiple topics
From: Ken Pickle <[e-mail]>
Date: Wed, 08 Nov 2006 14:47:00 -0500
To: Starr Silvis <[e-mail]>
CC: Bethany Georgoulias <bethany.georgoulias@ncmail net>
Starr,
I've sent you a return letter which has the several technical bases for the return
identified. You can go into this with the Laughter submittal if you wish, but you
may not need to go into all of that, and it might be sufficient just to say to Mr.
King that we're returning his last submittal based on either his request (if he
requested it) or on his report that a new engineer has been hired and that a new,
revised submittal will be forthcoming.
On the issue of irrigation, you might warn Mr. King and Mr. Sexton that if we
inspect, and the site is irrigating, we will enforce for an unpermitted wastewater
discharge. Such an enforcement would presumably be intensified because of the
deliberate(?) attempt to mis-lead (?) us during the ATC process. You guys would know
better than I would how to word such a precaution.
Ken
Starr Silvis wrote:
Thanks for the quick reply. Could you send me a return example? Should I put the
1132 number in the Subject header? I have the majority of the letter written as
you and Paul suggested (i.e. with a detailed timeline of events).
I thought the aggregate piles might be an issue. During our meeting I casually
asked Mr. King if he irrigates his piles. My hope was to catch him off guard. He
says he never irrigates the piles. So I guarantee that Paul will use this
approach again.
As for the Industry, I will visit the site and try to determine if there are
impacts to surface waters.
Thanks again for all .your help!
P.S. It is hard to believe someone would actually propose using a substance with a
pH of 10 to neutralize a substance with a pH of 12-13. Though given the quality
of the submitals it really just served to reinforce my impressions.
Ken Pickle wrote:
Hi Starr,
I've added comments in the text of your note below.
Starr Silvis wrote:
Hi Ken,
I will try to keep this brief.
2 topics 1) Kingsway 2) industrial stormwater
1.) Roy and I went to Kingsway on Monday. They have hired a new engineer.
This engineer got an A to C for Black Mountain Concrete. His name is Paul
Sexton. Any problems encountered during that A to C that I should be aware
of? He seems to understand the issues and process relatively well.
I spoke with Bethany who worked with Paul Sexton on Black Mountain, NCG140361.
She corroborates your assessment that Paul understands what we want. He
submitted a real site plan including topo. His calcs were hand written, and a
little light, but sufficient. He understood the concept of a water balance.
He understood the benefit in minimizing the contributing area for the recycle
system. His one -page design narrative was sufficient, and followed a
recognizable design engineer's organization.
Be on the look out for this: on the Black Mountain 1-acre site he did not
1 of 3 11/8/2006 2:48 PM

Re: Multiple topics jT
treat the runoff from the aggregate pile as wastewater. The physical facts are
that this is a small site, that the aggregate was identified as "washed
aggregate", the applicant asserted that he would NEVER actively irrigate the
aggregate pile with any kind of water, the face of the COC was written to
exclude aggregate irrigation water as a permitted discharge, and ARO was ok
with this arrangement. Here we have a tiny difference in perspective between
Bethany and me. Based on the physical facts on site and the intent to never
irrigate the aggregate pile, Bethany did not identify the aggregate pile runoff
(from rainfall) as a wastewater. Her interpretation is that our definition of
wastewater requires a.deliberate act of irrigation for the resulting flow to
qualify as wastewater, and that under the circumstances reported above, DWQ's
most reasonable posture is that this innocuous (obviously no pH, and presumably
little TSS) flow is most reasonably treated as stormwater. Bethany and I agree
that this type of interpretation is contingent on the presence of most, if not
all, of the factors listed above. I think we can accomodate this difference of
opinion because we expect to see very few instances where it may come into
play. My posture would be, perhaps, a little less flexible on the definition
of this flow as wastewater, but again, we don't think it will be a big deal.
(It's also possible that I may eventually be converted.)
My warning has to do with Paul Sexton trying this approach again, without all
of the conditions that predicated Bethany's interpretation and approval of
Black Mountain's permit and ATC.
I am trying to finish up an application return letter to send to you for the
Jon Laughter submittal.
Thanks. Just copy me, rather than prepare it for my signature. But, be sure
to modify our standard "return" language to fit the ATC submittal, since they
already have a permit, and we're not returning their NOI, or permit. Use
return number 1132. (We track official returns by this number here in the
SPU.)
2) Aquifer Protection visited a site yesterday that has stormwater issues.
It is an industrial laundry. They have piles and piles of drums of
chemicals sitting around their building. They also have a storm drain that
leads to a discharge onto the soil surface. The soil is stained and has an
odor. I do not think their SIC code triggers a general permit. Any
thoughts on how our stormwater program might apply are welcome.
a) Right, they are not in an industrial category required to have an NPDES
permit (neither General nor individual.)
b) If they are having an impact on a receiving water, then we can pull them
into our program with an individual permit, if ARO can establish that impact.
c) In the case of poor housekeeping, but no other cause for state action, I'm
not sure what we can do. Do you ever ask the local jurisdiction to inspect? d)
Haz waste issues? Haz material spill issues?
e) The odor - from decaying starch? Maybe, if it's just a soap and water and
starch type laundry. Potential BOD and pH issues.
f) The odor - from chlorinated solvents from dry cleaning? Much more likely to
be hazardous, and to be of interest to Aquifer Protection.
Sorry I can't provide better suggestions on this site.
The workshop last week was great. I learned a lot (which is not hard for me
to do given my current knowledge base I wish I had more time down
there so we could have gone over the Kingsway submittal together. I
realized you might not have known that the borax suggestion for neutralizing
basic pH was in that submittal.
John Laughter suggested borax for pH correction? Sorry, I either forgot, or
2 of 3 11/8/2006 2:48 PM

Re: Multiph?. topics
initially missed that connection. Thank goodness.
Ken
Have a great (short) week.
Starr Silvis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional office
Division of Water Quality - Surface Water Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Starr Silvis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional office
Division of Water Quality - Surface Water Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Content -Type: application/rnsword
S&W Ready Mix Concrete return.doc i
Content -Encoding. base64
3 of 3 11/8/2006 2:48 PM

of w A r-F
RQG Michael F. Easley, Governor
pj William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
—f
© Alan W. Klimek, P.E. Director
Division of Water Quality
November 9, 2006 sV00,
Q�y°1S'� bN�G
CERTIFIED MAILgsp���dM'
RETURN RECEIPT REQUESTED 7005 0390 0001 3553 2128
qpa a
Mr. Gary King
Kingsway Redi Mix, Inc 14 Nix RoadC��
Hendersonville, NC 28792
Subject: Authorization to Construct Submittal
Application Return Number 1132
NCG140354
Kinsgway Red! Mix, Inc.
Henderson County
Dear Mr. King:
On October 25, 2006, the Division of Water Quality (DWQ), Stormwater Permitting Unit received
your response to the August 19, 2006 request for additional information for an Authorization to
Construct for treatment facilities at the subject site at 14 Nix Road in Hendersonville, North
Carolina, North Carolina rules require DWQ to conduct an engineering review of your request for
an Authorization to Construct (A to C). The submittal has been deemed deficient, and we are
returning it unprocessed. Submittal requirements are detailed in North Carolina Administrative
Code 15A NCAC 02H .0138 as well as in the Notice of Intent.
Below is a summary of correspondence between DWQ and your facility with regard to Stormwater
permitting requirements.
1. Mr. Roy Davis of the Asheville Regional Office visited your site on February 23,.2005.
2. Mr. Davis sent a letter on March 3, 2005 instructing you to submit construction plans'and
specifications. Mr. Davis advised you to contact Ms. Bethany Georgoulias with the
Stormwater Permitting Unit for guidance and information.
3. Mr. Davis spoke with Ms. Georgoulias on March 31, 2005. They agreed to accept the Notice
t' r r) F i pNliir-'.tivri for covor a a under I,V o.f Int2 n f• G o y CG140000 prior to submittal of pia.ns.
Mr. Davis then spoke with your office. Your office agreed to submit the NOI and to follow
that submittal with engineering plans
4. The NOI was received on April 4, 2005.
S. NGC140354 issued on July 29, 2005. Certificate of Coverage letter required that within two
weeks of receipt of the letter a schedule for when construction plans for any treatment
facilities be submitted to Mr. Davis. The schedule was not submitted within the required
timeframe.
6. Mr. Davis visited the site on August 22, 2005.
7. Mr. Davis sent you a letter on October '10, 2005 advising you of the requirements for
submittal of an A to C. The letter also advised you to contact Ms. Georgoulias. The letter
referenced the fact that the required schedule for submittal of construction plans was
substantially overdue. (Please note that the schedule was due by August 12, 2005)
one
NorthCamlina
Alaturalty
North Carolina Division of Water Quality 2696 US HW'V 70, SWannanoa NC 28778 Phone [phone]
]ntemet: %cwW.ncwaterquality.org fax [phone]
Aii Equal Opportunity/Affirmative Action Employer--50%Recycled/ IO,o Post Consumer Paper

Mr. Gary King
Page 2 of 2
November 9, 2006
8. Mr. Davis sent another letter on October 20, 2005 advising you of the requirements in the
General Permit to prepare and implement a Stormwater Pollution Prevention Plan as well as
conduct self -monitoring.
9. On November 11, 2005 you wrote a letter that stated that the plans and specifications for
the A to C would be submitted within 30 days. (Please note that this schedule was
approximately 2 months delinquent.)
10. On November 28, 2005 the Stormwater Permitting Unit received a submittal for an A to C.
11. On March 8, 2006 Mr. Ken Pickle of the Stormwater Permitting Unit sent you a letter
requesting additional information. Submittal requirement were detailed in the letter.
12. On May 24, 2006 the Stormwater Permitting Unit received a submittal in response to the
March 8 additional information request.
13. Mr. Roy Davis and I tried repeatedly between June 1, 2006 and August 14, 2006 to arrange
a meeting on site with you and your consultant, Mr. Jon Laughter.
14. On August 14, 2006 Mr. Davis and I met on site with Mr. Laughter and Ms. Judy Tutten.
The requirements for the plan submittal were discussed at this reeting.
15.On August 19, 2006 I wrote a letter requesting additional information. Submittal
requirements were detailed in the letter. Furthermore, the letter required that additional
information be submitted within 30 days.
16. On October 25, 2006 the Asheville Regional Office received a submittal in response to the
additional information request. (Please note that this submittal was approximately one
month delinquent.)
17. On November 6, 2006 Mr. Davis and I met with you on site. The submittal deficiencies
were addressed. The requirements of a complete submittal were discussed.
The most recent October 25, 2006 submittal does not adequately address the deficiencies as
detailed in the additional information requests sent to you on March 8, 2006 and August 19, 2006.
Your application for an A to C is therefore being returned.
Be advised that DWQ is considering enforcement options. It is my understanding that you
have hired Brooks and Medlock Engineering, PLLC to complete the engineering calculations and
design required to receive an A to C. Please submit within 15 days of receipt of this letter a
schedule detailing when we can expect to see a complete and adequate A to C submittal.
Sincerely,
W�Gj
Starr Silvis
Environmental Engineer
[phone]
Enclosure: Submittal Package
cc: Asheville Regional Office
Ken Pickle, Stormwater Permitting Unit
DWQ Central Files
G:IWPDATAIDEMWQIHenderson\Stormwater Ready mix NCG141NCG140354 KingswayWingsway return ATC
NCG140354rev1.doc