NCG140354_MONITORING INFO_20190318

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V'-�D-�-'�/
DOC TYPE
D(HISTORICALFILE
❑ MONITORING REPORTS
DOC DATE
❑ C) NO 1 % 0 �/ -2-) (-)
YYYYMMDD

Compliance Inspection Report
Permit: NCG140354 Effective: 07/01/16 Expiration: 06/30/17 owner: Kingsway Ready Mix, Inc.
SOC: Effective: Expiration: Facility: Kingsway Ready Mix, Inc.
County: Henderson 14 Nix Rd
Region: Asheville
Hendersonville NC 28792
Contact Person: Marshall J Frank Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 0911412016
Primary Inspector: Linda S Wiggs
Secondary Inspector(s):
CertiFcation:
Phone:
Entry Time: 01:OOPM Exit Time: 03-30PM
Phone: [phone] Ext.4653
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete Stormwater/Wastewater Discharge COC
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

f'Ir
t
Permit: NCG140354 Owner- Facility: Kingsway Ready Mix, Inc.
Inspection Date: 09/1412016 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Page: 2

"
Permit: NCG140354
Owner - Facility: Kingsway Ready Mix, Inc.
Inspection Date: 09/14/2016 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Analytical Monitoring
Yes No NA NE
Has the facility conducted its Analytical monitoring? G?/ ❑ ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? n ❑ ❑ ❑ ❑
Comment:
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ ❑ ❑
# Were all outfalls observed during the inspection? ❑ ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑ ❑
Comment:
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually ?� ❑ ❑ ❑ ❑
Comment:
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
Jk
❑ 1:1 ❑
# Does the Plan include a General Location (USGS) map?
❑
V ❑ ❑
# Does the Plan include a'Narrative Description of Practices'?
❑
❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas? f4/0
❑
❑ ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years? Lrs /�2 "7s
V
- ❑
❑ El ❑
# Has the facility evaluated feasible alternatives to current practices? y
❑
❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
❑
❑ ❑ ❑
# Does the Plan include a BMP summary? %VO
❑
❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑
❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
❑
E] ❑ ❑
# Does the facility provide and document Employee Training?
❑
❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)? y
❑
❑ ❑ ❑
# Is the Plan reviewed and updated annually? tAll
❑
❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program? 1140
❑
❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
❑ ❑ ❑ ❑
Comment:
Page: 3

Compliance Inspection Report
Permit: NCG140354 Effective: 07/01/16 Expiration: 06/30/17 owner: Kingsway Ready Mix, Inc.
SOC: Effective: Expiration: Facility: Kingsway Ready Mix, Inc.
county: Henderson 14 Nix Rd
Region: Asheville
Hendersonville NC 28792
Contact Person: Marshall 3 Frank Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 03/28/2017
Primary Inspector: Linda S Wiggs
Secondary Inspector(s):
Certification:
Phone:
Entry Time: 01:30PM Exit Time: 02:30PM
Phone: [phone] Ext.4653
Reason for Inspection: Follow-up Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete Stormwater/Wastewater Discharge COC
Facility Status: Compliant Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

permit: NCG140354 Owner - Facility: Kingsway Ready Mix, Inc.
Inspection Date: 0312812017 Inspection Type : Compliance Evaluation Reason for Visit: Follow-up
Inspection Summary:
Linda Wiggs (Inspector) met onsite with Judy Tuten and Marshall Frank to follow up on the previous inspection
Much improvement has been made at the site. The wastewater pits have been enhanced and flows are now directed
through the system effectively. With these improvement discharge from this system is less likely, however staff were
advised if they do have to discharge from this system, wastewater sampling needs to take place.
Secondary containment has been installed. And appeared to be functioning adequately. Stormwater was released from the
containment area while the inspector observed.
The solids from the wastewater pits that had accumulated on the adjacent property had been cleaned up.
A trench had been installed to gather and redirect stormwater flows away from the wastewater pits.
There are two Stormwater Discharge Outfall (SDO) locations now; one at the lower end of the site and one to the side of the
site where the trench now discharges to a DOT ditchline. The is also one wastewater discharge location from the
wastewater pits if water needs to be removed.
The SDO at the lower end of the site needs a Best Management Practices (BMP) put in place. We discussed options,
such as a type of check dam/half-moon- rock donut structure since most of the materials needed for these structures are
already onsite. The inspector sent information about such structures via email to Kingsway staff.
With the changes made, the site map will need to be updated to reflect the improvements as will the BMP summary.
Discussion of these improvements and BMPs will take place for training purposes at the staff meetings.
The inspector discussed where and when to sample with staff. Ms. Tuten contacted the inspector on 4/6/2017 indicating
she had obtained samples from the stormwater outfall sample locations.
Page: 2

Permit: NCG140354 Owner - Facility: Nrngsway Ready Mix, Inc.
Inspection Date: 03/28/2017 Inspection Type : Compliance Evaluation Reason for Visit: Follow-up
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ❑
Comment: The inspector discussed where and when to sample. Ms. Tuten contacted the inspector on
4/6/2017 indicating she had obtained samples from the stormwater outfall sample location.
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? 0 ❑ ❑ ❑
# Were all outfalls observed during the inspection? 0 ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ 0 ❑
# Has the facility evaluated all illicit (non stormwater) discharges? 0 ❑ ❑ ❑
Comment:
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ❑ ❑ ❑ ❑
Comment:
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
0
❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
E
❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
0
❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
❑
0 ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑
❑ ■ ❑
# Has the facility evaluated feasible alternatives to current practices?
E
0 ❑ ❑
# Does the facility provide all necessary secondary containment?
0
❑ ❑ ❑
# Does the Plan include a BMP summary?
❑
0 ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
0
❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
0
❑ ❑ ❑
# Does the facility provide and document Employee Training?
❑
0 ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
0
❑ ❑ ❑
# Is the Plan reviewed and updated annually?
0
❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
®
❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
0
❑ ❑ ❑
Page: 3

Permit_ NCG140354 Owner - Facility: Kingsway Ready Mix, Inc.
Inspection Date: 03/28/2017 Inspection Type : Compliance Evaluation Reason for Visit: Follow-up
Stormwater Pollution Prevention Plan Yes No NA NE
Comment: See Summary.
Page- 4

rgopv�
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Environmental
itv-
November 21, 2016
Mr. Frank Marshall
President
Kingsway Ready Mix, Inc.
14 Nix Road
Hendersonville, NC 28299
Subject: Multimedia Compliance Inspection
Kingsway Ready Mix, Inc.
Henderson County
Dear Permittee:
Department of Environmental Quality staff from the Asheville Regional Office conducted a multimedia
compliance inspection of the Kingsway Ready Mix, Inc. on September 14, 2016 for permits and programs
administered by the following Divisions:
Division
Division of Air
of Energy,
Division of Water
Quality
Mi ral, and Land
Resources
R
We appreciate your cooperation during the inspection and hope that you have enjoyed the benefit of our
initiative to provide a single inspector capable of handling multiple areas of environmental compliance at
your facility.
The results of each applicable inspection and any associated response actions or necessary corrective
measures are detailed in the inspection letters/reports attached to this transmittal sheet. Please carefully
review the Compliance Inspection Report associated with the StormwaterlWastewater Discharge for
the required actions needing your immediate attention.
If a Division report is not attached, you may assume compliance with that particular Division's rules and
regulations at the time of inspection. If you have any questions regarding this multimedia inspection, please
contact Brendan Davey ([e-mail]) or Mike Parkin (mike.parkin[%ncdenrov) at (828)
296-4500 or via e-mail. Thank you for your cooperation.
encl: Air Quality Inspection Report
Stormwater Compliance Inspection Report
cc: DAQ ARO Files
DEMLR ARO Files
DWR ARO Files
DWM ARO Files
State of Worth Carolina I Environmental Quality
Asheville Regional Office 12090 US. Hsghway 70 1 Swannanca, NC 29778
828 296 4500 T 1 828 299 7043 F

Compliance Inspection Report
Permit: NCG140354 Effective: 07/01/16 Expiration: 06/30/17 Owner: Kingsway Ready Mix, Inc.
SOC: Effective: Expiration: Facility: Kingsway Ready Mix, Inc.
County: Henderson 14 Nix Rd
Region: Asheville
Hendersonville NC 28792
Contact Person: Marshall J Frank Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 0911412016 Entry Time: 01:OOPM
Primary Inspector: Linda S Wiggs 661_ �
Secondary Inspector(s): V" ' "
Certification:
Phone:
Exit Time: 05:OOPM
Phone: [phone] Ext.4653
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete StormwaterlWastewater Discharge COC
Facility Status: ❑ Compliant Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit: NCG140354 Owner- Facility: Kingsway Ready Mix, Inc.
Inspection Date: 09/14/2016 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
This inspection was conducted as a multimedia inspection.
The inspector (Linda Wiggs) met onsite with Judy Tuten, Marshall Frank and Ian Ackerman.
Stormwater Pollution Prevention Plan (SPPP or SWPP):
Part III 1-10: It is a permit requirement and an essential component for compliance that all aspects of the SPPP be
developed and implemented. Please carefully review Permit NGG140000 Part III 1-10 to develop and implement all required
items. Items specifically checked as "NO" in the following section of this report require immediate attention.
Analytical Monitoring:
Analytical monitoring has been taking place. However, samples have not been gathered at the correct location and the
monitoring taking place has been as a stormwater discharge instead of as a wastewater discharge. Part IV Section D:
Analytical monitoring for process wastewater is required.
Kingsway staff gathered samples from a low spot in the concrete during rainfall events. Samples are to be obtained at the
process wastewater discharge outfall/pipe on a monthly basis immediately for at least 6 months per Part IV Section D
Page 10 of 11.
Qualitative Monitoring:
Part IV Section C: Qualitative Monitoring is required twice a year at all outfalls.
Outfalls:
There appeared to be one outfall from this site; it is a pumped discharge (or possibly an overflow) from the wastewater pits.
All water (stormwater and wastewater) is flowing to these pits. Stormwater flows and the wastewater flows have to be
evaluated at this site. Offsite impacts to neighbor's property were observed and documented. Ready mix residuals/flow
pattern were present into the adjacent landowner's woods. The residuals did not appear to have made it to the DOT ditch
line along Howard Gap Rd. This same impact was documented in 2006. The facility is required to remediale this impact.
Secondary Containment/Spills:
One tote, a 1900 gallon storage tank and a 1800 gallon storage tank are without secondary containment. We discussed
options for secondary containment, including double waited containers.
Required Actions:
The site/facilities will need, at a minimum, a thorough evaluation of the drainage patterns, the water use/balance and the
wastewater treatment system to determine the corrective actions needed for compliance. Monthly sampling shall be
instituted. Secondary containment is required for bulk liquids.
Page: 2

Permit: NCG140354 Owner - Facility: Kingsway Ready Mix, Inc.
Inspection Date: G911412016 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ E ❑
Comment: Monitoring has beenper-formed at a lows of on the concrete.
This is the incorrect location for monitoring. See summary.
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? N ❑ ❑ []
# Were all outfalls observed during the inspection? 0 ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑ E
Comment: This infection was conducted as part of a multimedia inspection.
Inspector met onsite with Judy Tuten, Marshall Frank and Ian Ackerman.
One outfall was observed. Note comments above. See summary.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? E ❑ ❑ ❑
Comment: Monitoring has been performed at a low spot on the concrete.
This is the incorrect location for monitoring. See summary.
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
0
❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
❑
E ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
0
❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
[]
E E] ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑
❑ E ❑
# Has the facility evaluated feasible alternatives to current practices?
0
❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
❑
E ❑ ❑
# Does the Plan include a BMP summary?
❑
E ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
0
Cl ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
❑
0 ❑ ❑
# Does the facility provide and document Employee Training?
❑
N ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
0
El ❑ ❑
# Is the Plan reviewed and updated annually?
❑
E ❑ []
Page: 3

Permit: NCG140354 Owner - Facility: Kingsway Ready Mix, Inc.
Inspection Date: 09114/2016 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yes No NA NE
# Does the Plan include a Stormwater Facility Inspection Program? ❑ 0 ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented? ❑ 0 ❑ ❑
Comment: The inspector discussed with staff the items missing from SPPP. Explained the need to carefully
read each item described in Section B. Part III 1-10 of the permit to properly develop and
implement the SPPP.
Page: 4

NORTH CAROLINA DIVISION OF
AIR QUALITY
Inspection Report
Date: 09/15/2016
Facility Data
Kingsway Ready Mix, Inc.
14 Nix Road
Hendersonville, NC 28792
Lat: 35d 21.1980m Long: 82d 26.2540m
SIC: 3273 / Ready -Mixed Concrete
NAILS: 32732 / Ready -Mix Concrete Manufacturing
Facility Contact
Marshall Frank
President
[phone]
Comments:
Contact Data
Authorized Contact
Marshall Frank
President
Asheville Regional Office
Kingsway Ready Mix, Inc.
NC Facility ID 4500276
County/FIPS: Henderson/089
Permit Data
Permit
Issued
Expires
Classification
Permit Status
Current Permit Application(s) None
Technical Contact E SIP
Marshall Frank
President
[phone]
Program Applicability
Compliance Data
Inspection Date 09/14/2016
Inspector's Name Linda Wiggs
Inspector's Signature:07,/1 5�0 Operating Status Operating
Compliance Code Compliance - inspection
Action Code FCE
Date of Signature: 5/ate/j� On -Site Inspection Result Compliance
Total Actual emissions in TONSIYEAR:
TSP
SO2
NOX
VOC
CO
PMIO
* HAP
2010
0.9200
---
---
---
---
0.4300
---
2005
13.28
--
---
---
---
3.99
1.14
Five Year Violation History: None
Date Letter Type Rule Violated
Performed Stack Tests since last FCE: None
Date Test Results Test Method(s)
* Hip -hest HAP Emitted (in
Violation Resolution Date
Source(s) Tested
1.) Directions: The facility is located on Howard Gap Road. From 1-26, exit at 49A, go east on
Highway 64. Go about 314 of a mile. Turn left on Howard Gap Road; the plant is on the left at
the intersection with Nix Road.

2.) Facility Overview:
• Safe : Safety shoes and glasses. No safety concerns.
• Discussion: The purpose of this site visit was to conduct a routine air quality inspection
of the Kingsway Ready Mix, Inc. facility.
On September 14, 2016, 1 (Linda Wiggs) traveled to the facility to observe the loading of
the fly ash silo (ES-2) from a tanker. I met with Mrs. Judy Tuten, Mr. Marshall Frank
and Mr. [an Ackerman. No emission concerns were observed during the ash delivery.
Pressure readings observed during the offloading were acceptable. Records appeared to
be in order as noted below.
Facility Contacts: N/A
Note: to set up an inspection: call Mrs. Judy Tuten, Office Manager 828-697-8866, ext.
305.
• Facility Description:
This facility is a truck -mix concrete batch plant rated at 125 cubic yards per hour. The
facility operates one 8-hour shift per day, five days per week, and has 14 employees.
3.) Emission Source and Regulatory Review:
Source Listing:
Emission '
Source ID
Emission Source
Description
Control
System ID
Control System
Description
one truck mix concrete batch plant (maximum concrete process rate of 125 cubic yards per hour)
consisting of the following:
cement storage silo (25 tons
one bagfilter (265 square feet of filter
�]perone
hour loading rate)
CD 1
area)
one bagfilter (145 square feet of filter
ES-113
one auxiliary cement storage silo
CD-2C,
area) installed in parallel with
(25 tons per hour loading rate)
CD-213
one bagfilter (1500 square feet of filter
area)
one bagfilter (250 square feet of filter
ES-2
one flyash storage silo (25 tons
CD-2A,
area) installed in parallel with
per hour loading rate)
CD-213
one bagfilter {1500 square feet of filter
area)
ES-3
cement and flyash weigh hopper
CD-3 (
one bagfilter (45 square feet of filter
1
area)
ES-4
one truck loadout station
CD-213
one bagfilter (1500 square feet of filter
E
area)
b

NORTH CAROLINA DIVISION OF
Asheville Regional Office
AIR QUALITY
Kingsway Ready Mix, Inc.
NC Facility ID 4500276
Inspection Report
County/FIPS: Henderson/089
Date: 04/17/2015
Facility Data
Permit Data
Kingsway Ready Mix, Inc.
Permit 07215 / R08
14 Nix Road
Issued 3/27/2012
Hendersonville, NC 28792
Expires 2/28/2017
Lat: 35d 21.1980m Long: 82d 26.2540m
Classification Small
SIC: 3273 / Ready -Mixed Concrete
Permit Status Active
NAICS: 32732 / Ready -Mix Concrete Manufacturing
Current Permit Application(s) None
Program Applicability
SIP
Contact Data
Facility Contact
Authorized Contact
Technical Contact
Marshall Frank
Marshall Frank
Marshall Frank
President
President
President
[phone]
[phone]
Compliance Data
Comments:
Inspection Date 04/17/2015
Inspector's Name Bob Graves
Inspector's Signature:
Operating Status Operating
Compliance Code Compliance - inspection
Action Code FCE
Date of Signature:
On -Site Inspection Result Compliance
Total Actual emissions in TONS/YEAR:
TSP
S02
NOX
VOC
CO
PM10
* HAP
2010
0.9200
---
---
---
---
0.4300
---
2005
13.28
---
---
---
3.99
1.14
* Highest HAP Emitted (in pounds)
Five Year Violation History: None
Date Letter Type Rule Violated Violation Resolution Date
Performed Stack Tests since last FCE: None
Date Test Results Test Method(s) Source(s) Tested
C:)--__-274

1.) Directions: The facility is located on Howard Gap Road. From 1-26, exit at 49A, go east on
Highway 64. Go about 314 of a mile. Turn left on Howard Gap Road; the plant is on the left at
the intersection with Nix Road.
2.) Facility Overview:
• Safely: Safety shoes and glasses. No safety concerns.
+ Discussion: The purpose of this site visit was to conduct a routine air quality inspection
of the kingsway Ready Mix, Inc. facility.
On April 17, 2015, I (Bob Graves) traveled to the facility to observe the loading of the fly
ash silo (ES-2) from a tanker. I met Mrs. Judy Tuten, Office Manager, for a records
review. I also met with Mr. Eric Anglin, Tanker Truck Operator and Mr. Marshall Frank,
the new President and may be the future owner of this facility. Mr. Anglin helped in
identifying the equipment. Weather conditions at the time inspection were as follows:
approximately 60 degrees F. with overcast skies and calm winds. I was told that no
equipment or process changes have been made to the facility since my last inspection.
Facility Contacts: NIA
Note: to set up an inspection: call Mrs. Judy Tuten, Office Manager 828-697-8866, ext.
305.
Facility Description:
This facility is a truck -mix concrete batch plant rated at 125 cubic yards per hour. The
facility operates one 8-hour shift per day, five days per week, and has 14 employees.
3.) Emission Source and Regulatory Review:
Source Listing,:
Control System 1
Emission Emission Source Con�ID
Source IDDescription SysteDescription
one truck mix concrete batch plant (maximum concrete process rate of 125 cubic yards per hour)
consisting of the following:
ES- I
one cement storage silo (25 tons
1per hour loadingrate
CD-1
one ) bagfilter (265 square feet of filter
area
one bagfilter (145 square feet of filter I
ES-1 B
one auxiliary cement storage silo
CD-2C,
area) installed in parallel with
(25 tons per hour loading rate)
CD-2B (
one bagfilter (1500 square feet of filter
p
area)
one bagfilter (250 square feet of filter
FS 2 I
one flyash storage silo (25 tons
CD-2A,
area) installed in parallel with
per hour loading rate)
CD-213
one bagfilter (1500 square feet of filter
area)
ES-3 j
7cementand flyash weigh hopper
CD-3
one bagfilter (45 square feet of filter
area)
ES-4
P�adout station
CD-2B
one bagfilter (1500 square feet of filter
area)

//
(ES-1) Cement Silo (smaller of the cement silos)_ I observed this process not in
operation.
(ES-1B) Auxiliary cement storage silo (largest on -site silo). Due to slow business it is
currently empty and not being used. The ES-1 B silo can transfer cement to the smaller
cement silo (ES-1). I observed this process not in operation
(ES-2) Flyash storage silo: is the smallest silo. I observed this silo being loaded for
approximately 45 minutes with no VE's. During the inspection, no visible emissions
were observed from the bag house, ducting system or silo. Compliance is indicated.
(ES-3) Cement and flyash weigh hopper: was observed in operation with no VE.
Compliance is indicated.
(ES-4) Truck load -out control system: several cement trucks were observed being loaded
with no VE. The truck load -out is controlled by a 1,500 square foot bagfilter (CD-213).
The reclaimed product is recycled and transferred into the flyash silo. Compliance is
indicated.
Note: Haul roads and storage piles: No fugitive emissions were observed from the haul
roads. No fugitive emissions were observed from the storage piles. Compliance is
indicated.
+ Permit Conditions:
2D .0515 - Particulate Emissions From Miscellaneous Industrial Processes
This regulation provides an allowable particulate emission rate based on a process weight
rate. The three silos (ID Nos. ES-1, ES- 1B and ES-2), cement and flyash weigh hopper
(ID No. ES-3) and truck loadout station (ID No. ES-4) are all controlled by bagfilters.
The facility has a maximum process rate of 125 cubic yards per hour. Compliance with
2D .0515 is indicated with bagfilter control.
2D .0521 Control of Visible Emissions
All equipment was manufactured after July 1, 1971, and therefore each is subject to the
20% opacity limit. During this inspection, no visible emission concerns were observed.
Compliance is indicated.
2D .0540 - Particulates from Fugitive Dust Emission Sources
The regulation addresses all facilities with activities such as: unloading and loading areas,
process areas, stockpiles, stock pile working, plant parking lots, and plant roads
(including access roads and haul roads). The regulation requires a fugitive process dust
plan and abatement measures if substantive complaints are verified. During this
inspection, no dust concerns were observed. Compliance is indicated.
Record Keeping and Re ortin Requirements Review:
Record Keeping: The facility is keeping a copy of their current air permit on site. I
conducted a records review on the logbook for the inspection and maintenance (I&M) of
the bagfilters. The logbook was found to be adequate and up to date. Internal inspections
for bagfilters were documented on 4/16/2015, 12/2/2014, and 3/18/2014, Compliance is
indicated.

Reporting,: The facility does not have a quarterly or annual reporting requirement in their
current permit.
• Insignificant Sources Listin
2 .0102 — Activities Exempted from Permitting Requirements
This facility will continue to operate the insignificant activities listed below.
Source
1- I -sand and
Exemption
Regulation
Comments:
aggregate delivery to
ground storage,
transfer to conveyor, i
During the inspection, I observed
and transfer to
2Q .0102 (c)(2)(E)(i)
this process in operation with no
elevated storage
V E.
I-2 - sand and
aggregate weigh j
hopper
4. Five Year Compliance Histor:
No NOV's have been sent to this facility in the last 5 years.
5. Stack Test Review (since last inspection): none.
6. 112 (r) review: not subject to 112 (r).
7. Compliance Assistance: none at this time.
8. Recommendation /Com liance Statement 1 Conclusion:
• Recommendations: none at this time.
Conclusion / Compliance Statement: At the time of the inspection, the facility appeared
to be in compliance with their Air Quality Permit based upon records review and visual
observations.

Mr. Gary King
Kingsway Redi Mix, Inc
14 Nix Road
Hendersonville, NC 28792
Dear Mr. King:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
I� Alan W.,Klimek, P.E�Director
PD��� -- .Division of,Water Quality
April 16,- 2007 APR 1 8 2007 I iJ
lVATEH QUA -IrY st,,r-ON
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.
NqNar Carolina
turally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwater ualit .o Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Mr. Gary King
Kingsway Redi Mix, Inc.
NCG140354
April 16, 2007
Sincerely,
Alan W. Klimek, P.E.
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 Ready Mix, Inc.
JOB #213706
Issue Date: January 9, 2007
Prepared for:
KINGS WAY REDI MIX, INC.
14 Nix Road
Hendersonville, North Carolina 28792
[phone]
Prepared by:
BROOKS & MEDL®CK
ENGINEERING, PLLC
17 Arlington Street
Asheville, NC 28801
(828) 2324700
JA N 1 0 2007
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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.

�%
BROOKS & ME®LOCK
ENG I NEERING, PLLC
Phone [phone] Fax [phone]
Project Name: ,! j,� Ik.- � Project #: Date:
Subject: By: Sheet of
Da,'--Y \OATf R- QSACO. CALr,-)L?')-T, 005
WASH Dnw,l vSA& :
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Confidence Limits
POINT PRECIPITATION
FREQUENCY ESTIMATES_
FROM NOAA ATLAS 14 '.,,, rv,
HENDERSONVILLE, NORTH CAROLINA (31-3976) 35.3333 N 82.45 W 2145 feet
from "Precipitalion-Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3
G.M. Bonin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring Maryland, 2004
Extracted: Sun Jan 7 2007
I Seasonality Location Maps Other Info. I GIS data Maps ] Help Docs U.S. Map
Precipitation Frequency Estimates (inches)
ART* 5 10 15 30
(years) min min min min
�1 0.38 0.61 0.76 1.04
�2 0.45 0.72 0.91 1.25
0 0.54 0.86 1.09 1.55
10 0.b 10.97 1.23 1.78
25 0.70 ] .11 1.41 2.08
50 0.76 1.21 ].54 2.31
100 0.83 1.32 1.67 2.55
60
min
1.24
4
120 3 6 12 24 Mhr
min hr hr hr hr day
1.52 1.64 2.15 2.73 331 3.94 4.47
7
day
5.21
10
day
20
day
30
day
45
day
60
day
5.96 8.05 9.85
12.50
14.94
1.57 1.84 1.98 2.57 3.27 3.97
1.99 2.33 2.48 3.17 4.01 4.87
2.32 2.71 2.90 3.69 4.62 5.60
2.77 3.25 3.50 4.43 5.46 6.59
3.13 3.69 4.00 5.07 6.16 7.40
3.51 4.16 4.55 5.77 6.89 8.23
F91]4.66 5.14 6.54 7.67 9A9
4.47 5.36 5.99 7.67 $.78 10.28
4.93 5.94 6.71 8.64 9.69 1 L23
4.70
5.32
6.18
7.05 9.46 11.54
14.59
17.39
5.73
b.54
7.66
8.56
9.49
10.45
F6 3 71
7.40
8.36 10.98 13.20
16.45
19.43
7,19
8.38
9.40 12. 161 14.46
17.79
20.89
22.62
8.30
9.18
10.05
10.94
9.70
10.81 13.68 16.03
19.41
10.74
11,81
12.90
11.93 14.84 17.20
13.05 15.96 1$.24
14.19 17.06 14.33
20.56
21.60
22.54
23.82
24,90
25.86
200 0.90 1.42 1.79 2.79
500 0.9$ 1.56 1.96 3.12
1000 1.05 1.66 2.08 3.38
11.76
12.80
12.15
13.11
i439
15.55
15.73
16.92
18.47 20.62
19.52 21.55
23.66
24.42
26.97
27.72
Text version of table These precipitation frequency estimates are based on a partial Quration series. ARI is the Average Recurrence Interval.
_ 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
28
27
26
25
24
23
22
21
20
19
s 18
a 17
tu a 16
15
0 14
13
M 12
�' 11
Q 10
0 9
m 8
L 7
0-
6
5
4
3
2
1
0
I I 1 I I r I I I I I I I I I l i 1 1 J
Ir
1 1t [.
1
1 2 3 4 5 6 7 8 910 20 30 40 50 80 100 140 200 300 500 700 1000
Average Recurrence Interval (years)
Sun Jan 67 12:58:40 2007
Duration
5-min
48-hr - 30-day
10-min -
3-Inr 4-day -�-
15-min
7-day 60-day --w-
30-ruin
12-hr - 10-:l5y -�
60-min -
24-hr -a- 20--day --a--

J
Nov.21. 2006 3:42PM BROOKS AND MEDLOCK ENGINEERING
No,M54 P, 112
__BME_
BROOKS & M E Q L O C K
�N6INEERING, PLLG
Fax Cover Sheet
To: Starr Silvis From: Paul Sexton
Division of Water Quality Brooks & Medlock Engineering
Fax: [phone] Pages:2 (including cover)
Phone: [phone] Date: 1 i /21 /2006
Re: Kingsway Redimix Schedule CC:
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Comments:
Starr,
Please find attached schedule of services for Kingsway Redi Mix, Inc.
Thanks
17 Arlington Street Asheville, NC 28801
Phone 828,232.4700 Fax [phone]
WATER QUALITY SECTION
3HEVIE LE REGIONAL OFFICE

Nov.21. 2306 3:43PM BROOKS AND MEDLOGK ENGINEERING Nol,354 P. 2/2
BME
BROOKS&MEOLOCK
ENGINEERING, PLL,C
Novemher 21, 2006
Starr Silvis
North Carolina Division of Water Quality
2090 US Hwy 70
Swannanoa, NC 28778
Re: Authorisation to Construct Submittal
Kingsway kedi Mix, Inc.
Dear Ms. Silvis:
Kingsway Redi Mix has contracted with our firm to provide the required engineering calculations
and design plans required for an Authori7atioli to Construct. Our t'irtn will lx cul1 ting the
necessary field data during the week of December Ob. Design plans & calculations can be
submitted to the Division of Water Quality by January 9, 2007_ 1 hope this schedule meets your
approval. Please feel free to call our office if you need any additional information.
sincerely,
Brooks Medlo k Engineering, PLLC
Paul Sexton, EI,PLS
Partner
17 ARL1NGTON STREET • AsnEVILLE, NORTH C'AROLINA 28801 - [phone] • FAx [phone]

11/21/2006 06:55 8285854043
DOT DIV 14
PAGE 01/01
�C
n,
w.
�

OF W A 7-
RiT�
G Michael F. Easley, Governor
UjWilliam G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 9, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Gary King
Kinggway Redi Mix, Inc
14 Nix Road
Hendersonville, NC 28792
Subject: Authorization to Construct Submittal
Application Return Number 1132
NCG140354
Kinsgway Redi 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
of Intent (NOI) for application for coverage under NCG140000 prior to submittal of plans.
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.
5. 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)
o `
NCarolina
Nawrallil
North Carolina Division of Water Quality 2090 US l-Iwy 70, Swannanoa, NC 28778 Phone [phone]
Internet: www.ncwaterquali y,. Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/] 00A Post Consumer Paper

Mr. Gary King
Page 2 of 2
November 9, 2006
S. 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 meeting.
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,
Starr Silvis
Environmental Engineer
[phone]
Enclosure: Submittal Package
cc: Asheville Regional Office
Ken Pickle, Stormwater Permitting Unit
DWQ Central Files
G:IWPDATAIDEMWQ1Henderson\Stormwater Ready mix NCG141NCG140354 King sway\Kin g sway return ATC
nl!'`r_'11l1'1riSro,i rinr

OCT-25-2006 09:39P FROM:KINGSWAYREADYNIX 8286972242 TO:2997043 P.1
S
KINGSWAY READY MIX, INC.
FACSIMILE TRANSMITTAL SHEET
TO:
FROM:
��((,,,((���� nnhh
,...
COMPANY
DATE:
Oc-
FAX NUMBER:
TOTAL NO. OF PAGES INCLUDING COVER:
Z q -."10 43
to _
PHONE NUMBER:
SENDER'S REFERENCE NUMBER:
RE:
YOUR REFERENCE NUMBER:
❑ URGENT ❑ FQR REVIEW ❑ PLEASE COMMENT Cl PLEASE REPLY ❑ PLEASE RECYCLE
NOTES/COMMENTS:
14 N!X ROAD HENDERSONVILLE, NC
OCT 2 5 2006 I

OCT-25-20OG 09:40P FROM:KINGSWAYREADYMIX 0286972242 TO:2997O43
P.2
Laughter, Austin and Associates, P.A.
Engineering • Planning ■ Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28792
692-9089
958-526.1
ION H. LALJG14TER
693- 822
DONALD I. AUSTiN
LAA(a�iaa.m
LAA@iw
copy
SEPT 30, 2006
Starr Silvis
NC DWQ
2090 US HWY 70
SWANNANOA, NC 28778
Dear Mr. Pickle:
(828)
(800)
Facsimile (828)
Subject: General Permit No. NCG140000
Kingsway Ready Mix, Inc.
COC NCG140354
Henderson County
E-M ail:
Additional information requested in your March 8, 2006 letter is provided herewith
1. The proposed recycling system is designed to capture 25 yr storm runoff from the
driveway and materials handling area (0.037 acres) within the ready mix plant site.
This runoff will be contained within concrete basins # 1 and #2. This captured
storm water volume (1,600 cu ft) will be recycled into the concrete mix via
pumping and grey water distribution piping from the containment basin #3 directly
into the concrete product. This storm water (11,968 gallons) represents
approximately 24% of the water used in the product over a seven day period.
Additional water will be taken from the potable water system.
2. The site plan shows the area location of three containment basins placed down
slope from the entrance drive and materials handling areas. The runoff from the
building and area adjacent to Howard gap road will be diverted around the basins
into the OPEN road ditch on NC DOT ROW. Storm runoff from the area west of
the material handling area will continue to flow off the property west of the
containment basins.
3. The owner will keep a supply of borax on hand to manually adjust the ph of
excessive storm water that may need to be released from the containment basins.
4. Construction plans are forwarded for necessary action. . Please note the Owner
intents to construct a facility that will recycle wash water and storm water back into

OCT-25-2206 09:40P FROM:KINCSWRYREgDYMIX 8286972242 TO:2997043 P_3
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 twenty five 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

OCT--25-2006 09:40P FROM:KINCSWAYREADYMIX 8286972242 T0:2997043 P.4
RUNOFF CALCULATIONS for KINGSWAY REDI-MIX.
Original submission Nov. 3, 2005.
Revised Oct. 18, 2006 using 25-year Storm.
Client:
Laughter, Austin, and Associates
131 Fourth Avenue East
Hendersonville, NC 28792
Prepared by:
LMNO Engineering, Research, and Software, Ltd.
7860 Angel Ridge Rd. Athens, Ohio 45701 USA
[phone] (phone & fax)
[e-mail] LMNOeng.com http://www.LNiNOeng.com
October 18, 2006

OCT-25-2eOG 09:40P FRON:KINGSWRYRERDYMIX e2eG972242 TO:2997043
P.5
Runoff Calculations for Kingsway Redi-Mix for 25-year storm
LMNO Engineering, Research, and Software. Ltd.
Overview
Laughter, Austin, and Associates contracted LMNO Engineering to compute runoff from
a concrete area plus the rain falling directly on a stormwater pollution prevention facility
(SWPPF) for Kingsway Redi-Mix. The runoff collects in the SWPPF. Runoff volurne and
depth in the SWPFF is computed at times of 10, 30, and 60 minutes into a 24-hour storm
and for the entire 24-hour duration. The storm intensity used in our previous report dated
Nov. 3, 2005, was 7 inches per 24 hours. This report shows runoff computations for a 25-
year storm having an intensity of 8 inches per 24 hours: The results are summarized in
Table 1.
Table 1. Results (of is cubic ft, sf is square ft).
Previous report
25-Year storm__
Rainfall in 10 minutes
0.07 inch
0.08 inch
Rainfall in 30 minutes
0.14 inch
0.16 inch
Rainfall in 60 minutes
0.21 inch
0.24 inch
Rainfall in 24 hours
7.0 inch
8.0 inch
Volume in SWPFF after 10 min
14 of
16 of
Volume in SWPFF after 30 min
28 of
32 cf
Volume in SWPFF after 60 min
42 cf
48 of
Volume in SWPFF after 24 hr
1400 of
1600 cf
Water depth in SWPFF after 10 min
0.18 inch
0.20 inch
Water depth in SWPFF after 30 min
0,35 inch
0.40 inch
Water depth in SWPFF after 60 min
0.53 inch
0.60 inch
Water depth in SWPFF after 24 hr
17.5 inch
20.0 inch
(for SWPFF having area of 960 sf)
Peak discharge into SWPFF
0.39 efs
0.45 of's '
Description
A plan view of the project is shown in Figure 1_ Precipitation onto Region l (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.
LNvINO Engineering, Research, and Software, Ltd. Page 1

OCT-25-2006 09:41P FROM:KINGSWRYREADYMIX 8266972242 TO:2997043 7.6
RECYCLABLE WATER USAGE FOR TYPICAL SEVEN DAY PERIOD
KINGWAY CONCRETE PLANT - HENDERSON COUNTY
LAA #05-371 REFERENCE MATERIAL INVENTORY SHOWING MATERIALS LEAVING PLANT VIA REAI
DATE DAILY
WATER
USAGE
8/21/2006 7,874,00 gal
8/22/2006 7,957.00 gal
8/2312006 11,187.00 gal
8/24/200B 8,760,00 gal
8/25/2006 13,342.00 gal
TOTAL 49,120.00 gal
DAILY AVERAGE 9,824.00 gal

OCT-25-2006 09:42P FROM:KINCSWAYREADYMIX 9296972242 TO:2997043
Figure 1. Plan View (scanned from fax from Laughter, Austin)
AL
—Jov7y � w urPro n
na �� iTr IY1G1ftC� 1
. �i.T
7OZ1i1W'lf EA? tare 1.1JW!Y
11owkAD ORP n0A rla�e rare sra-�rra xnr� rr�y.8f�-rrz
Figure 2 shows the Soil Conservation Service (SCS) Types I, 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 lI 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.
Figure 2. SCS 24-hour Rainfall Distribution (SCS, 1986)
(y-axis reads "Fraction of 24-hour rainfall" and x-axis reads "Time, hours")
+.o _
IM
6 9 1.2 15 fB 71 24
LNINO Engineering, Research, and Software, Ltd. Page 2
P.7

OCT-25-20OG 09:42P FROM:KINGSWAYREADYMIX 8206972242 TO:2997043 P.8
Summary of Data
The data provided by Laughter, Austin, and Associates are:
Rainfall: 8 inches in 24 hour period (25-year storm)
At = Area of Region I = 1600 ft2 = 0.037 Acre
A2 = Area of Region 2 = 30 ft x 32 ft = 960 ft2
Region 1 is concrete.
Runoff from Region 1 flows into Region 2. Assume no flow out of Region 2.
LMNO Engineering made the following determinations:
c, = 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 8 in. x 0.01 = 0.08 in.
The amount of rain that fails in 30 minutes is 8 in. x 0.02 = 0.16 in.
The amount of rain that falls in 60 minutes is 8 in. x 0.03 = 0.24 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:
Volume from Region 1 + Volume from Region 2 =
(0.08 in. / 12 in./ft) x 0.9 x 1600 ft2 + (0.08 in. / 12 in./ff)(960 ft2) = 16 ft3
Volume of runoff collected in the SWPPF after 30 minutes is:
Volume from Region 1 + Volume from Region 2 =
(0.16 in. / 12 in./ft) x 0.9 x 1600 ft2 + (0,16 in. / 12 in./fi)(960 ft) - 32 ft'
Volume of runoff collected in the SWPPF after 60 minutes is:
Volume from Region l + Volume from Region 2 =
(0.24 in. / 12 in./ft) x 0.9 x 1600 ft2 + (0.24 in. / 12 in./ft)(960 ft2) - 48 ft'
Volume of runoff collected in the SWPPF after 24 hours is:
Volume from Region 1 + Volume from Region 2 =
(8.0 in. / 12 in./ft) x 0.9 x 1600 ft2 + (8.0 in. / 12 in./ft)(960 ft2) = 1600 ft'
The water depth in the SWPPF can then be computed:
Water depth after 10 minutes = (16 ft3)(12 in./ft) / (960 ft) = 0.20 in.
Water depth after 30 minutes = (32 ft3)(12 in./ft) / (960 ft) = 0.40 in.
Water depth after 60 minutes = (48 ft3){12 in./ft) / (960 ft2) = 0.60 in.
Water depth after 24 hours = (1600 ft) (12 in./ft) / (960 ft2) = 20.0 in.
LMNO Engineering, Research, and Software, Ltd. Page 3

OCT-25-20OG 09:42P FROM:KINGSWAYREADYNIX 9286972242 TO:2997043 P.9
Peak Discharge
Determining the best method to use for computing peak discharge depends on the tithe of
concentration. The time of concentration for Region i is approximately 1.9 minutes
according to the FAA equation (LMNO, 2003):
t,=1.8(1.l-c)L"/SI3
where:
t, = Time of concentration (min)
c = Rational coefficient for Region l = 0.9
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)a'S / (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.
Figure 3. Peak Discharge Calculation for 25-year storm.
(screen capture from http://www,LNTNOeng.com/Hydrology/hydrology.htm)
Reset Inputs to 6.0 All features enab!ed Click tti:Calct�ate
OUTPUTS Pea: Dischvge Qp (cfs orft}fs): 0:45312173311366$7:
Peak Discharge In cis or tP1s _j Rums$ Q {inch}; 7 76020d0B1632653
'e-1999LmNo Engineering, Unit Pea-Disrh., Qu (cfslmi=-inch): 1009:99680542071:73:.. ;.
Research, and Soft;vare, Ltd Pond and Swamp Factor,Fp-. 1:0
http:/JiN-tv►vlh,L,NOeng.com fnitiat Abstraction, la (inch): 0:040$16.32653061221 .
LlN`PCTS OR OUTPUTS I'✓ Enter these three quantities:
Select Units: Total Watershed Area, A (_acre): 0.037
Area in Acre Dve.raa Curve Number, CN: lea
Time of Conc., Travel Times In n Time. of Concentration, Tc (min): 6
Pi urs
R3InfaII Distribution Type II :-:3 Precipitation, P (inch) 18
Precipitatlon (and Runoff) in in& - I Ponds, Swamps (%of Total.srea): 10.0
LIVINO Engineering, Research, and Software, Ltd. Page 4

OCT-25-20OG 09:43P FRON:KINGSWAYREADYMIX 828G972242 TD:2997043 P.10
Conclusion
The water depth and peak discharge were computed for the Stormwater Pollution
Prevention Facility shown in Figure 1. Results are summarized in Table 1.
References
LMNO Engineering, Research, and Software, Ltd. (2003). Time of Concentration
Calculator. www.LMNOeng.com/Hydrology/TimeConc.htrn.
U.S. Soil Conservation Service, Technical Release 55: Urban Hydrology for Small
Watersheds. USDA (U.S. Department of Agriculture). June 1986.
LMNO Engineering, Research, and SofiwSre, Ltd. Pagc 5

C)CT-25-2006 09:4eP FR❑M:KINGSIAYREAMIMIX 8296972242 T0:2997043
Laughter, Austin and Associates, P.A.
Engineering a Planning. Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVjLLG, NORTH CAROL NA 28792
M-90 R9
R59-5263
]ON 1-1. LAUGHTER
693-8822
DONALD F. N
LAA@kaom copy
SEPT 30, 2005 xcalu bay
Starr Silvis
NC DWQ
2090 US HWY 70
SWANNANOA, NC 28778
P. 2
(R7�)
($U01
Facsimile {626)
E-Mn31:
Subject: General Permit No. NCG140000
Kingsway Ready Mix, Inc.
COC NCG140354
Dear Mr. Pickle:
Henderson County
r"% JI- L' c �
Additional information requested in your March 8, 2006 letter is provided herewith
I. The proposed recycling system is designed to capture 25 yr storm runoff from the
driveway and materials handling area (0.037 acres) within the ready mix plant site.
This runoff will be contained within concrete basins # 1 anal #2. This captured
storm water volume (1,600 cu ft) will be recycled into the concrete mix via
pumping and grey water distribution piping from the containment basin #3 directly
into the concrete product. This storm water (i 1,968'gallons) represents
—?approximately 24% of the water used in the product over a seven day period.
Additional water will be taken from the potable water system.
2. The site plan shows the area location of three containment basins placed down
slope from the entrance drive and materials handling areas. The runoff from the
building and area adjacent to Howard gap mad will be diverted around the basins
into the OPEN road ditch on NC DOT ROW. Storm runo ff from the area west of
the material handling area will continue to flow off the property west of the ?
containment basins. IZ Qkk IX, 0\- 10.5 � j-vh"' J4 �3 . ,\
I The owner will keep a supply of borax on band to manually adjust the ph of V, 6 -)
.5
excessive storm water that may need to be released fii-om the containment basins.��
4. Construction plans are forwarded for necessary action. Please note the Owaer
intents to construct a facility that will recycle wash water and storm water back into
11
ob f
� � a

OCT-25-2-006 09:40P FROM-KI[4GSWPjYREADYMIX 6286972242 TO:299 E)43 P.3
the concrete mining process. This gray water will be retained in a series of three
concrete settling basins with the computed capacity to hold the twenty five 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

Laughter, Austin and Associates, P.A.
Engineering • Planning. Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28792 , _..., ..,_
(828)
692-9089
858-5263
ION H. LAUGHTER
693-8822
DONALD J. AUSTIN
[e-mail]
SEPT 30, 2006
Starr Silvis
NC DWQ
2090 US HWY 70
SWANNANOA, NC
Dear
i
V'v
28778
W - I 5
(800)
Facsimile (828)
Subject: General Permit No. NCG140000
Kingsway Ready Mix, Inc.
COC NCG 1403 54
Henderson County
E-Mail:
Additional information requested in your March 8, 2006 letter is provided herewith
1. The proposed recycling system is designed to capture 25 yr storm runoff from the
driveway and materials handling area (0.037 acres) within the ready mix plant site.
This runoff will be contained within concrete basins # 1 and #2. This captured
storm water volume (1,600 cu ft) will be recycled into the concrete mix via
pumping and grey water distribution piping from the containment basin #3 directly
into the concrete product. This storm water (11,968 gallons) represents
approximately 24% of the water used in the product over a seven day period.
Additional water will be taken from the potable water system.
2. The site plan shows the area location of three containment basins placed down
slope from the entrance drive and materials handling areas. The runoff from the
building and area adjacent to Howard gap road will be diverted around the basins
into the OPEN road ditch on NC DOT ROW. Storm runoff from the area -west of
the material handling area will continue to flow off the property west of the
containment basins.
3. The owner will keep a supply of borax on hand to manually adjust the ph of
excessive storm water that may need to be released from the containment basins.
4. Construction plans are 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 twenty five 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

OCT-25-2006 e9=40P FROM-'KINGSWAYREADYMIX 6286972242 TO.2997043 P.4
RUNOFF CALCULATIONS for KINGSWAY REDI-MIX.
Original submission Nov. 3, 2005.
Revised Oct. 18, 2006 using 25-year Storm.
Client:
Laughter, Austin, and Associates
131 Fourth Avenue East
Hendersonville, NC 28792
Prepared by:
LMNO Engineering, Research, and Software, Ltd.
7860 Angel Ridge Rd. Athens, Ohio 45701 USA
[phone] (phone & fax)
[e-mail] LMNOeng.com httpJ/www.LMNOeng,com
October 18, 2006

OCT-25-2006 09:40P FROM: KINGSWAYREADYINIX 8296972242 T❑:2997043 P.
Runoff Calculations for Kingsway Redi-Mix for 25-year storm
LMNO Engineering, Research, and Software, Ltd.
Overview
Laughter, Austin, and Associates contracted LMNO Engineering to compute runoff from
a concrete area plus the rain falling directly on a stormwater pollution prevention facility
(SWPPF) for Kingsway Redi-Mix. The runoff collects in the SWPPF. Runoff volume and
depth in the SWPFF is computed at times of 10, 30, and 60 minutes into a 24-hour storm
and for the entire 24-hour duration. The storm intensity used in our previous report dated
Nov. 3, 2005, was 7 inches per 24 hours. This report shows runoff computations for a 25-
year storm having an intensity of $ inches per 24 hours. The results are summarized in
Table 1.
Table 1. Results (cf is cubic fl, sf is square ft).
Previous regart
25-year storm
Rainfall in 10 minutes
0.07 inch
0.08 inch
Rainfall in 30 minutes
0.14 inch
0.16 inch
Rainfall in 60 minutes
0.21 inch
0.24 inch
Rainfall in 24 hours
7.0 inch
8.0 inch
Volume in SWPFF after 10 min
14 of
16 cf
Volume in SWPFF after 30 min
28 cf
32 cf
Volume in SWPFF after 60 min
42 cf
48 cf
Volume in SWPFF after 24 hr
1400 of
1600 cf
Water depth in SWPFF after 10 min
OAS inch
0.20 inch
Water depth in SWPFF after 30 min
0.35 inch
0.40 inch
Water depth in SWPFF after 60 ruin
0.53 inch
0.60 inch
Water depth in SWPFF after 24 hr
17.5 inch
20.0 inch
(for SWPFF having area of 960 sf)
Peak discharge into SWPFF 0.39 efs 0.45 cfs
Description
A plan view of the project is shown in Figure 1. Precipitation onto Region 1 (Area i in
the figure) rune off into Region 2 (A2 in the figure) which is the SWPPF. Rainfall also
falls directly onto Region 2.
LMNO Engineering, Research, and Software, Led. Page 1

RECYCLABLE WATER USAGE FOR TYPICAL SEVEN DAY PERIOD
KINGWAY CONCRETE PLANT - HENDERSON COUNTY
LAA #05-371 REFERENCE MATERIAL INVENTORY SHOWWG MATERIALS LEAVING PLANT VIA REAI
DATE DAILY
WATER
USAGE
8/21/2006 7,874.00 gal
8/22/2006 7,957.00 gal
8/23/2006 11,187.00 gal
8/24/2006 8,760.00 gal
8/25/2006 13,342.00 gal
TOTAL 49,120.00 gal
DAILY AVERAGE 9,824.00 gal

❑CT-25-2006 09=41P FR❑M-KINGSWAYREADITIIX 8286972242 T0:2997043 P.6
RECYCLABLE WATER USAGE FOR TYPICAL SEVEN DAY PERIOD
KINGWAY CONCRETE PLANT - HENDERSON COUNTY
LAA #05-371 REFERENCE MATERIAL INVENTORY SHOWING MATERIALS LEAVING PLANT VIA REAI
DATE DAILY
WATER
DAR
USAGE
8/2112006 7,874.00 gal
812212006 7,957.00 gal
8/23=06 11,187.00 gal
8/2412006 8,760.00 gal
8125l2006 13,342.00 gal
TOTAL 49,120.00 gal
DAILY AVERAGE 9,824.00 gal
V

OCT-25-2006 09: 41P FRDM: KINGSWAYREADITIIX 82B6972242 TO: 299 i 043
Figure 1. Plan View (scanned from fax from Laughter, Austin)
a IR,&al
h
,{owkcD opLpna�n. s>x IWa
re& ~W ve rcn .r
W Uw^(P
5Tr-1211WA r5O PrIv O&W
P,?M0ZN11UN 1-AIJI.11'r OL'T A-j
A.>W -
CIARY C. 411<
K)N lW>!l , R;.1Q1 t114 1Nc.
1¢ AFAI Radd
tAVdrrsurrA ,V'; Z4?3;i
PAr I IAM ^*IAM. MOt XAJ-tfM
Figure 2 shows the Soil Conservation Service (SCS) Types 1, IA, 11, and III 24-hour
rainfall distributions. North Carolina is geographically located in the region of the USA
where Type 11 storms occur, The figure indicates the fraction of rainfall that falls at
various times after the beginning of a standard Type 11 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.
Figure 2. SCS 24-hour Rainfall Distribution (SCS, 1986)
(y-axis reads "Fraction of 24-hour rainfall" and x-axis meads "Time, hours")
1.0 -
C.
m
12 iS to V1
t+wa. a.an.
i.MNO Engineering, Research, and Software, Ltd. Page 2
P - 7

OCT-25-20OG 09:42P FFOM:KIK SWAYFEAb1'MIX 82BG972242 TO:2997343 P.B
5urnma of fData
The data provided by Laughter, Austin, and Associates are:
Rainfall: 8 inches in 24 hour period (25-year stone)
A, = Area of Region 1 = 1600 ft = 0.037 Acre
Az = Area of Region 2 = 30 ft x 32 ft= 960 f
Region 1 is concrete.
Runoff from Region l flows into Region 2. Assume no flow out of Region 2.
LMN4 Engineering made the following determinations:
c, = Rational coefficient for Region 1 (concrete) = 0.9
CN = SCS Curve Number for Region I (concrete) = 98
Water Dep,,th 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 8 in. x 0.01 = 0.08 in -
The amount of rain that falls in 30 minutes is 8 in. x 0.02 = 0.16 in.
The amount of rain that falls in 60 minutes is 8 in. x 0.03 = 0.24 in.
Now, compute the volume of water collected in the SWPPF. Note that 0.9 is the runoff
coefficient for Region 1.
Volume ofrunoff collected in the SWPPF after 10 minutes is:
Volume from Region l + Volume from Region 2 =
(0.08 in. / 12 in./ft) x 0.9 x 1600 fltz + (0.08 in. / 12 in./ft)(960 fie) = 16 ft3
Volume of runoff collected in the SWPPF after 30 minutes is:
Volume from Region I + Volume from Region 2 =
(0.16 in. / 12 in./ft) x 0.9 x 1600 fig + (0.16 in. 112 in./ft)(960 ft7) = 32 fl
Volume of runoff collected in the SWPPF after 60 minutes is:
Volume from Region 1 + Volume frum Region 2 =
(0.24 in. / 12 in./ft) x 0.9 x 1600 f + (0.24 in. / 12 in./i1)(960 ftz) = 48 ft3
Volume of runoff collected in the SWPPF after 24 hours is:
Volume from Region l + Volume from Region 2 =
(8.0 in. / 12 in./ft) x 0.9 x 1600 ftz + (8.0 in. / 12 in./ft)(960 W) - 1600 fl3
The water depth in the SWPPF can then be computed:
Water depth after 10 minutes = (16 ft3)(l2 in./ft) / (960 ftz) = 0,20 in.
Water depth after 30 minutes = (32 ft3)(12 ind-fi) / (960 ft) = 0.40 in.
Water depth after 60 minutes = (48 ft3)(12 in./ft)1(960 fig) = 0.60 in.
Water depth after 24 hours - (1600 ft3)(I 2 in./ft) / (960 ft) = 20.0 in.
L MNO Engineering, Research, and Software, Ltd. Page 3

DCT-25-2006 09: 42P FR.ON: KINaSWAYF4SADYMIX 82%972242 T❑: 299 i 043 P, 9
Teak Discharge
Determining the best method to use for computing peak discharge depends on the time of
concentration. The time of concentration for Region I is approximately 1.9 minutes
according to the FAA equation (LMNQ, 2003):
t'-1.8OA-c)LO.s�Sin
where:
t, = Time of concentration`(min)
c = Rational coefficient forRegion 1 = 0.9
L = Longest watercourse length in Region I (f}
S = Region i slope, %. \ 61 �
L is approximately 60 ft and S is,3%. { �'
Therefore: / \
to � 1.8 (1.1 - 0.9) (60)0.51 (3}i = 1.9,min.
The peak discharge from the 24-h u 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_
Figure 3. Peak Discharge Calculation for 25- ear storm -
(screen
g � Y
(screen capture from/ http:!lwww-LMNOeng,cornfHydrology/hydrology.htm)
itpseFtincid a io-b /' Ail features enabled Tdick-to.CalCsda{g
OUTPUTS / Peffk Dischafge, Qp (rfs orfets) 04 123 3 136687
PgakDlsrhargo In tfs or,tt"!s Rimo�4(aicb7 7,i$Q. O OB76326
C 1999 ihfNO Evginm ing Unit Pew M cif, tau (cfadnu"-inch) 35�4. J81}805i R3 t7l
Researck. and Saflimus, Ltd, Pond and $ivamp Faetor, Fp_
tttp:ilmly-L?'Lf0C4*cam Iaitiai Absbwlion,In (inch)_ f1:D4tyBt832$530&1221
OPUTS OR OMMS t✓ Enterthese three quantities: \
Select Units: / rotaIR?aterstredArea, A( rzt 0,037
Area In Acre Zj Overall Curve Number, CN: 313
Time of Cons.', Travel Tines In rr:�j 'rime of Concen tration, Tc (mini ja
MUTS \\�
Rainfall DistribubonType 11 Precipitation, P(mch) 8
Pracipltallon (and RunofR in inclj Pnnds, Svmmps (%of Total Aces): 10.6
LMNO Engineering, Research, and �ioftware, Ltd. Page 4

OCT-25-2006 09:43P FROM:KINaSWAYFEADYMIX 8286972242 TO:2997043 P.10
Conclusion
The water depth and peak discharge were computed for the Stormwater Pollution
Prevention Facility shown in Figure 1. Results are summarized in Table 1.
References
LMNO Engineering, Research, and Software, Ltd. (2003). Time of Concentration
Calculator, www.LMNOeng.com/Hydrology/TimeConu.htm.
U.S. Soil Conservation Service. Technical Release 55: Urban Hydrology for Small
Watersheds. USDA (LJ.S..Dcparonent of Agriculture). June 1.986.
LIV NO Engineering, Rescarch, and Softwa,e, Ltd_ Pnge 5

� O�pF w A rFyQG(ff[XUa7
o �
Mr. Gary King
Kingsway Ready
14 Nix Road
Hendersonville,
Dear Mr. King:
Mix Inc.
North Carolina 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
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 calcs 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. N°o` Carolina
)aturidbI
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterauality.orQ Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
=' ^ pert.•..:.-afi:.ri.ori..r ertinn Fmntnver— 50% Recvc led/10% Post Consumer Paper

4r. Gary King
ftgz2of2
March 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

Oct 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 [phone]
FARE C 0 V B R
To: Bethany Georgonlias
Phone: [phone] ex 529
Company: surface water protection
Fax # [phone] %0,
From: JON LAUGHTER
F-Mail: laapa(ibbellsouth.net
Re: Request for information Permit NCG140354, Henderson County
LAA # 05371
MESSAGE: ADDITIONAL info on required Plans and Specifications.
Also need your E-mail Bethany.Georgoulias(&_ncmaiLnet failed to connect
Contact me with questions or comments
THANK YOU.
jon

{ingway 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 <[e-mail]>
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 NOT 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. If you have questions, please let us
know.
Regards,
Bethany Georgoulias
Environmental Engineer
NC DENR DWQ
Stormwater Permitting Unit
[phone], ext_ 529
[e-mail]
il Content -Type: application/pdf €
NCG14_N0I.pdV
Content -Encoding: base64
Content -Type: application/pdf
Rainfall_ Data_Maps.pdf
Content -Encoding: base64
1 of l 10/28/2005 2:48 PM

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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 20, 2005
Hendersonville, North Carolina 28792
Dear Mr. King:
Alan W. Klimek, F.E. Director
Division of Water Quality
Asheville Regional Office
SUBJECT: Kingway Redi Mix, Inc.
Permit No: NCG140354
Henderson County
Ca
a
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 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,
v
Roy M Davis
Environmental Engineer
cc: Bethany Georgoulias
Jon Laughter
MCI
iii
m
NCG140354LETTER2.05
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: (82Si 2gg..etinn F,,: ,='j 2^ -7G43 Customer Service 1 877 623-6748
NorthCarolina
nhirn//�.

o�aF W A r�RQG
r
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 Quality
Asheville Regional Office
SUBJECT: Kingway Redi Mix, Inc.
Proposed New Construction
Permit No: NCG140354
Henderson County
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
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 vis
Environmental Engineer
cc: Bethany Georgoulias
Jon Laughter
NocthCarolina
n/�irn/h,
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: (82R1 24a-7rM"1,C, 5ernce 1 877 623 6748

-r*nr�.a11

Nf A T� Michael F. Easley, Governor
G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
IN GJ ►t Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
October 10, 2005
z C3
Mr. Garry King C--)
Kingway Redi Mix, Inc.
14 Nix Road'
Hendersonville, North Carolina 28792813
o
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
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 maybe 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
rCNa"
arolina
at al
�
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

Mr. Gary K. King
Kingsway Ready Mix, Inc.
14 Nix Road
Hendersonville, NC 28792
Dear Mr. King:
i Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
- I AL
�D C7
�i
July 29, 2005 AUG -2 2005
WATER QUALITY SCCT:QN
ASHEVII I- r-' LEGiOrdAL 0F;:ICE
i W. Klimek, P.E. Director
Division of Water Quality
Subject: General Permit No. NCG140000
Kingsway Ready Mix, Inc.
COC NCG 140354
Henderson County
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 .1 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 II, 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.
o ` NhGarolma
.IVRI1rally
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]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/l M. Post Consumer Paper

If you have any questions concerning this permit, please contact Jonathan Diggs at
telephone number [phone] ext. 537.
SiQL 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 I, I1,11I,
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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Comment: Kingsway Ready -Mix NCG140354, French Broad River Basin, 04-03-02, Clear Creek,
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--i

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
Iv C& D 36Y
DOC TYPE
❑HISTORICAL FILE
1�4MONITORING REPORTS
DOC DATE
p R(9) 5 v 3)
YYYYMMDD

11 ANNUAL SUMMARY DISCHARGE MONITORING
REPORT (DMR) — STORMWATER
SUBMIT TO CENTRAL OFFICE*
General Permit No. NCG140000
Calendar Year Zo 1 Qom_
'Report ALL STORMWATER monitoring data on this form (include "No Flow"1"No Discharge" and Benchmark
Exceedances) from the previous calendar year to the DEQ by MARCH i of each year.
Certificate of Coverage No, NCG 14 ®FdU &I
Facility Name: &/I asuDa�4 �j &A6(�'�►c .
County: .J
Phone Number: (+ ?L�) CoC;-1- ScR (a Co _ Total no. of SDOs monitored tZ
Certified Laboratory Lab #
Lab #
Stormwater Discharge Outfall (SDO) No. 1 VMA Outfall? Yes ❑
No [�
Is this outfall currently in Tier 2 for any parameter? Yes
No ❑
Was this outfall ever in Tier 2 during the past year? Yes
No ❑
If this outfall was in Tier 2 last year, was monthly monitoring discontinued?
n o
Yes, enough consecutive samples below benchmarks to decrease frequency ❑
Yes, received approval from DEMLR to reduce monitoring frequency ❑
Other ❑
Outfall No.
t
Total Rainfall,
inches
Total
Suspended))
Solids (TSS),
mg/1
pH,
SU
Nan -polar O&G
(EPA Method
166� SGT-HEM ,
mgll (VMA)
If applicable
New Motor Oil
Usage (gallmo.)
Jfapplicable
Stormwater
Benchmarks
!ndlcale No FLOWN
applicable
Circle Benchmark
100150
60
.0-� .
15
�55 gaflmo. average requiter. TSS and
Non -polar DAG monitoring
Date Sample`��',.
Collected
molddlyr
�P
R § Af!7t`
✓��s,Trr ['74k.'
- "4 i . "
y5t,}, e�} _
pd J
i� 1' ..
-01�` ^y}�!::�-ge.`y�'3'
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Z (Do
H
IZI21
Permit Date 8/1/2017 — 6/30/2022
Last Revised 8-22-2015

Certificate of Coverage No. NCG14 UU®Q
CERTIFICATION
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing .violations."
(Required by 40 CFR § 122.22)
Signature C .
Date MAr,eln 14 Z0.19
L/
Mail Annual Summary Stormwater DMR to the NCDEQ Central Office:
Note the address is correct — Central Files is housed in DWR (not DEMLR)
N.C. Department of Environmental Quality (DEQ)
Division of Water Resources
Attn: DWR Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Central Files Telephone [phone]
Questions? Contact DEMLR Stormwater Permitting Staff in the Central Office at:
[phone]
Permit Date 8/1/2017 — 6/30/2022
Last Revised 6-22-2015

BENCHMARK EXCEEDANCE or TIER 2 DISCHARGE MONITORING REPORT (I)MR) -- STORMWATER
: SUBMIT TO 'REGIONAL OFFICE*:
General Permit No. NCG140000 �0� s
Use 4his: form if any storrnwater:samples have EXCEEDED A BENCHMARK or"if the facility is in TIER 2'MONITORING for any:paramr eter.
Send sartiiple results to the DIrMLR'Regional.Office within 30 days of receipt from the laboratory,
Certificate of Coverage No. NCG14 DVF2]0
Facility Name: �(;n a llf,; `T-�� Sample Collection Period: Period 1 ❑ Period 2 ❑ Calendar Year Zat-1
County: AArAAAQQA For Monthly Monitoring: Month
Phone Number: (!Bn )_ �Q-j - 42) g(a L. Person Collecting Samples.C�:,U. e urc�J
Certified Laboratory• ,ter Lab #
Lab #
--►r� �
Has this facility had 4 or more benchmark exceedances for any single parameter, at any o t-e SWdigipscharge outfall (SDO)? Yes ❑ No ❑
Have you contacted the Regional Office? Yes ❑ No ❑ ,J0 2 $ ?! $
Whom at the Region did you speak with?
... r. nr^'nllA1
fPll='dR AA7tnN PROCESSING UN11
atormwater monitoring Kequirements
Does this SDQ
Tatal
:_
Date,Sam
, ,
is;�thls,SDO in
.
Include Vehicle „
Sus ended
p, ..:
l'. H
PA Method 9664
New Motor;0i1
Outfall..:;
A fie
Total
_;:
Maintearlce
So11ds,(TSS), :
SU
(SGT HEM}}, rng/l
Usage (gallma.}
No
Collected
Rainfall
Tier 2.
CtIVIt1eS (VIVI
"
y,pirtcare.
RVI
M%ol
C
YIN
YIN
100
50 Iamnrnv.Tr,PNA)
6.0-9.0
15
>55 gaUm. aerage
re9uI TSS �Non-polar
o
t 2-
Permit Date 8/1/2017 - 6/30/2022 Last Revised 8-22-2017
Page 1 of 3

Certificate of Coverage No. NCG14 F21Q1U[d
CERTIFICATION
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the nest of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and
imprisonment for knowing violations." (Required by 40 CFR §122.22]
Sign aturek,,� 4( '�4-t—
Date L8LAArei 313
Mail Benchmark ExceedancelTier 2 DMR to Your DEMLR Regional Office Land Quality Section:
2090 US Highway 70
Swannanoa, NC 28778
[phone]
3800 Barrett Drive
Raleigh, NC 27609
(919) 7914200
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27103
[phone]
Permit Date 8/1/2017 -- 6/30/2022
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
[phone]
943 Washington Square Mall
Washington, NC 27889
[phone]
Questions for The Central Office
Stormwater Permitting Program?
[phone]
610 East Center Avenue/Suite 30I
Mooresville, NC 28115
[phone]
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
[phone]
�1
w
Last Revised 8-22-207
Page 3 of 3

I
ANNUAL SUMMARY DISCHARGE MONITORING
REPORT (DMR) - STORMWATER
11 SUBMIT TO CENTRAL OFFICE* 11
General Permit No. NCG140000
Calendar Year _?tp t-t
*Report ALL STORMWATER monitorind "data on this form (include "No FloWl"No Discharge" and Benchmark
Exceedances) from the previous calendar year to the DEQ by MARCH 9 of each year.
Certificate of Coverage No. NCG14 0❑EIFQIFQI
Facility Name:
County: A�nAtz-sbn
Phone Number: (3Z
�?) Total no. of SDOs monitored 3
Certified Laborator}E`�rn�s d, S E^otrs Lab # Lt R 2-
Lab #
Stormwater Discharge Outfall (SDO) No. ► _ t ►t• 1rt VNIA Outfall?
Yes ❑ No
Is this outfall currently in Tier 2 for any parameter?
Yes [✓]' No ❑
Was this outfall ever in Tier 2 during the past year?
Yes ❑ No [�-
If this outfall was in Tier 2 last year, was monthly monitoring discontinued?
Yes, enough consecutive samples below benchmarks to decrease frequency
❑
Yes, received approval from DEMLR to reduce monitoring frequency
❑
Other
❑
r
3
r Tr
Non polar O�G
} y
1
x
,3
r Total
1
�" (EPA,Methotl
.1 `New Motor Oil,
Total'°Rainfall,
Suspended 5
pH,g£
�fi64 (SGT HEM)),''
,
. Usage {gallrrto:}
_Outfall'No.
r.
'inches }
s
G 1
'(TS '-
-�SOlids S)
SU
I .t r]jgll (VMA)
lfeppffea8le.
_
^
_
ffapplkable
Stormwater
lndlcale NO FLOWN
Circle Benchmark
, oo'FJ�
6.0-9.0
15
>55 9allmo. average requires TSs and
Benchmarks
applicable
Non polar OdG monitoring
Date Sample,
'COIIeCted,
q °�f
��qq�I�•
�'avva:��_a;,
3='rat
� ��,'�:fi��'
;�'�t 11
'��;� > $y _
<,� >f s yin
� *`, '� � ��
f ,5 x
� '
1 f�, �
-
r-r�
3,�,st•'
7Siil���4,:F�
011�, .x� ► ,�`
�1'�"MS-s1�
04 ~I
i • 2
t +-1
��q--I.-
rI
L
f,I�
9bo
l n kr
Q
0 23 w
r
20 Vi
tio-Ao.;ckurwi
QWR 3E
CTION
Z,o 110 1-1
N U
ll+;FORMATION P
Permit Date 8/1/2017 - 6/30/2022
Last Revised 8-22-2015

Certificate of Coverage No. NCG14 0E]00
CERTIFICATION
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
[Required by 40 CFR §122.22]
Signature � —LL
Date`,SqL
t $
Mail Annual Summary Stormwater DMR to the NCDEQ Central Office:
Note the address is correct — Central Files is housed in DWR (not DEMLR)
N.C. Department of Environmental Quality (DEQ)
Division of Water Resources
Attn: DWR Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Central Files Telephone [phone]
Questions? Contact DEMLR Stormwater Permitting Staff in the Central Office at:
[phone]
Permit Date 8/1/2017 — 6/30/2022
Last Revised 8-22-2015

NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this farm, please visit:hUPUi2ortal,ncdcDc.org/web/1r.11112dgs-stormwater/
Permit No.: N/
Facility NMA'
County:
j//0/�/D/Q/ or Certificate of Coverage No.:
Phone No,
Inspectonr udA,A,�,
Date of Inspection: 121?O(7-Ok'1
Time of Inspection: 1K :u 5-
Total Event Precipitation (inches): _ • ql
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
[,Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event" or during a "measureable storm event." However,
some permits do not have this requirement, Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee) Krl 'T7! %Jr !--
AN 2 3 201E
OWR SECT10N y G UN11
�r.' oR1'�A�1oN p>10CESS.N
Pagel of 2
5WU-242, Gast modlFled 7/31/2013

1. Outfall Description:
Outfall No. 12.11 Structure (pipe, ditch, etc.}
Receiving Stream: ('ipAr Cr iag-u—
Describe the industrial activities that occur within the outfall drainage area:
2, Color: Describe the color of the discharge using basic colors (red, brown, blue, etc,) and tint
(light, medium, dark) as descriptors: I: c�-r -j A c, T
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): _ A0A tt
4, Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 20 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
45) 2 3 4 5
b. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 Q 3 4 5
7, Is there any foam in the stormwater discharge? Yes
B. Is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
and describe Onn
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
5WU-242, Last modified 7/31/2013

e.
STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 O Sc "
FACILITY NAME: Zt M' c.
PERSON COLLECTING SAMPLES
CERTIFIED LABORATORY,,,,. �� Lab #
Lab f#
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: ZO L—t
SAMPLING ERIOD: ❑✓July -December ❑ January -June
COUNTY
PHONE NO. (4A2<) (e &
ADD TO LISTSERVE? ❑YES e140 EMAIL:
DISCHARGING TO CLASS: [-]SA ❑HQW ❑PNA []Trout []tither C
6utf611 Nor
:,..
Date Sample
�
Collected:
{mo/dd/yr bR
i
NO FLOW}
p H
:' 1{Standard
Units)
TSS ;
{mg/Lj 5
Event
Duration
In uses}
Total
,
Rainfall
[inj
Monthly
1V66taririg�
Y/n
„ - ,f
m T # of Months ier.
2 Samphngz
r:
r
l2 -i
Zo o
fS co 0l
�.
R 5EOW OXT
1 If "NO FLOW" or " NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
Z If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit_ Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
TSS benchmark values are 100 mg/l, except when discharging to ORW, HOW, Trout, and PNA waters where they are 50 mg/I,
°For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

JJEM AQUEOUS SAMPLE COLLECTION/LAB REPORT FORM (NC CERT 482)
Regulated by NCDENRIDWO-Groundwater suction
To assign test, label shaded area with sample type (C=composite; G=grab)
1Y. CHAIN OF CUSTODY
LOCATION
COUNTY
SPECIAL INFORMATION
:-
ID NO.
INITIAL TEMP
oC
GRAB
sample time
144 • Y S
COMP start
sample ticne
COMP end
date/ time
-
r.,iy00j7El1'.iY�':. .♦ -� '7 er.,t1 s'- .,e�iOQL:I_E\.2,.
.'..
TEMP ,g,RFC..i IPT:— °C,
NOTE: THE ABOVE TEMP INDICATES THE TE1✓iP.
FOR ALL CONTAINERJSf WITHIN.
r40TE: THE ABOVE TFrvtP INDICATES THE TEMP.
FOR ALL CONTAINER(S) WITHIN.
AMMONIA SAMPLES PRESERVED WITH H,SO4, pH=<20 __ _ _YES NO
AMMONIA SAMPLES NEUTRALIZED WITH Na2S03, CI=< 0.1 r______ _ YES No
FECAL SAMPLES PRESERVED WITH Na3SO3i CIW< 0.1 YES NO
COLLECTED BY:
At L SAMPLES COLLECTED AND PRESERVED A T TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY:
RELINQUISHED BY
DATE 1 TIME
RE C VED BY
SPLIT SAMPLE(SI INFO
u ,r er,
•a d• :alp
;1]A�TE
;.:iNiT'L
l - COLT
cfu1100ml
BOO ppm
TSS ppm
. Z
NH3 ppm
COND umho
TURB ntu
MLSS ppm
MLVSS ppm
ALAKAUNITY
nnm
By the above signature I certify that all information is accurate to the best of my knowledge.
COMMENTS 'PA--

NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Fbrguidance on filling out this form, please visit. blrp:./.lpor.tal,ncdenr.org/web/lr/npdes-stormwater/
Permit No.:
Facility Nat
County: �
L/L. /io/Q/-0/v/ or Certificate of Coverage No.: lV/C/G/_/_/_/_/_/_/
Inspector: LA
Date of Inspection: Q?,i 1 .?A 0
• T
Time of Inspection:
Total Event Precipitation (inches):
Phone No.
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
[Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary, .Most permits require qualitative monitoring to be i
performed during a "representative storm event" or during a "measureable storm event." However,
some permits do not have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee —
obtains approval from the local DWQ Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee) JAN 2
0WR SECTION
'IrnPWTIMrl PROCESSING UNIT
Pagel of 2
5WU-242, Last modifted 7/31/2013

1. Outfall Description:
Outfall No. 11- t Structure (pipe, ditch, etc.) -pqjc-
Receiving Stream: G\QAi- CQQev _
Describe the industrial activities that occur within the outfall drainage area: MAc64
nonClC4- orydw4j,-..30
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: -&tAA
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.):
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
0 2 3 4 5
S. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
0 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
7,
8.
1 Z) 3
Is there any foam in the stormwater discharge?
4 5
Yes
Is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall?
10. Other Obvious Indicators of stormwater Pollution:
List and describe
Yes Na
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modlfted 7/31/2013

'. j A
STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERA! PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. N CG14 Q 0 r) t1
FACILITY NAME: V:!AAS -')A%._�_ eAnp.; -Mt,r 771Ar
PERSON.COLLEcriN6 WAPLE5 �Jt&jAf
CERTIFIED.iABORATORY,3 v . Lab #
Lab #
OPTIONAL. INFO:
Part'A: Storrnwater Monitoring Regitiremerits
SAMPLE COLLECTION[ YEAR: t`I
SAMPLING PERIOD: ❑ July -December 0january-June
COUNTY
PHONE NO.
ADD TO USTttRVE7. [JYES'F-
jN0 EMAIL
DISCHARGING TO CLASS: 05A ❑HQW ❑PNA Drout _2brther_�
Or
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1 If "NOTL.OW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfali here. Please make sure to iiiark the sample period above.
z If:a value is in excess of the;bekhmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit Tier 2
Monthly sampling shall be.done until 3 consecutive samples are below the benchmark or within the benchmark range,
s TSS benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are So mg/I.
`Far each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date:3/1/2011-60/30/2015
Last Revised 7/13/11
Page 1 of 2
l`

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
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t.� �_ Lx.�_:
'�!k r:t K'ia ti"fi%r,
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,icy.. _ �:,•r1�.�',,��I.v4x:aa
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO L2'
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail Original and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample (or at end of monitoring period
in case of "No Flow') to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
:714.dow,,
ware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
G -...� JLC� _.., ..,.,... _.... +�
(Signature of Permittee) (Date)
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

JJEM AQUEOUS SAMPLE-COLLECTION/LAB.'REPORT FORM:(NC CERT 482)
Regulated by NWENRIDWO-Groundwaterseetlon
To assign test, label shaded area wlth sample type (CFcomposlte; G=grab)
KINGSWAY•READY MIX CHAIN: OF CUSTODY
LOCATION
COUNTY
SPECIAL INFORMATION
ID NO.
66317
INITIAL_ TEMP
°C -
GRAB
samOto time
COMP start
sample time
COMP end
datel.time
ii r
�W'c�Y1•
9 S� 1
wt..-�_zsri
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r4r..�.'�OI=:Er
'TENtP @RECEIPT; °C
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
FOR ALL CONTAINER(S) WITHIN.
TEMP ORECEIPT: cC
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
FOR ALL CONTAINER(S) WITHIN,
AMMONIA SAMPLES -PRESERVED WITH H2'SO4, pH=<2.0 Y�s:NO
AMMONIA SAMPLES NEUTRALIZED WITH Na2SO3, Ci=< 0.1 -'ES NO
FECAL SAMPLESPRESERVED WITH N%$03, CI=< 0.1 YES NO__X_
COLLECTED BY. JUDY TUTEN
ALL -SAMPLES COLLECTED AND PRESERVED AT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED.OTH RWISE DY.•
'RELINQUISHEDBY
DATE I TIME
RECEIVED BY
SPLIT SAMPLE(S) INFO
JUDY TUTEN
4/3/2017 131.0
LS
�l-F .r 1 r�
1?IISI�I. SSE�u„ :Ft
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P. COL
cful1 I
SOD ppm
TSS ppm
146
4/312017
LS
NW,:ppm
COND umho
TURB ntu
MLSS ppm
MLVSS ppm
ALAKALINITY
gnm
By the, above signature I Certify that all Information is accurate to the best of:my..knowledge.
COMMENTS

VA
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit: bttp:.I.Iporlal,ncdenr.org/webllr/npdes-stormwaterl
Permit No.: N/C V-L1A/Q/Q -Q/D/ or Certificate of Coverage No.:
Facility Name: fi..:kk. L40j, ffii%, ZAc.
County: -.lone
Date of Inspection: lo. _T.._5. ? o J-1
Time of Inspection: t4 :.;0
Total Event Precipitation (inches): L • 75"
Phone No.
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be�
performed during a "representative storm event" or during a "measureable storm event." However,
some permits do not have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred, A single storm event may contain up to 10 consecutive hours of no
precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
C�.
(Signature of Permittee or Designee)
JAN 2 3 2m
Page 1 of 2
DWR SECTION
IN70R�ATInN PpOrFSSING UNIT
SWU•242, Last modified 7/31/2013

1. Outfall Description:
Outfall No. io%-1 Structure (pipe, ditch, etc.)
Receiving Stream: CkLAZ C
Describe the industrial activities that occur within the outfall drainage area: i'
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): _110r
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 0 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
0 2 3 4 5
b. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
7.
1 0 3
Is there any foam in the stormwater discharge?
4 5
Yes 09)
Is there an oil sheen in the stormwater discharge? Yes G
9. is there evidence of erosion or deposition at the outfall?
10. Other Obvious Indicators of stormwater Pollution:
List and describe
Yes 6°
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation,
Page 2 of 2
5WU-242, Last modified 7/31/2013

J
STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT No. NCG140000
CERTIFICATE OF COVERAGE NO. NCGrr14 Q
FACILriY NAME: `/l �L �u L 1fi/M.`L---CAC_.
PERSON COLLECTING SAMPLFSI, I; ,.4:.ivt tp _
CERTIFIED LABORATORY Lab #
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: ?::zQ1-71
SAMPLING PERIOD: ✓[duly -December ❑ January -June
COUNTY JA / &X &so.J�
PHONE NO. (21 }- (c4k-j-_ B6(,
ADD TO USTSERVE? [-]YES PaO EMAIL: _
DISCHARGING TO CLASS. []SA ❑HQW ❑PNA []Trout ['Other L
;--
<�
Outfall{Na f
T
>,sJateSample
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rs;A �y
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nv�i�::�r.^. .:�y_ 4�
y l �y
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101
to LZ,2, I-zon
15
l2
1 If "NO FLOW" or "No DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
2 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses In the General Permit; Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 T55 benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are S0 mg/I.
`For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13111
Page 1 of 2

JJEM AQUEOUS SAMPLE COLLECTIONAAB REPORT FORM (NC CERT 482)
Regulated by NCDENRIDWO-Groundwater section
To assign test, label shaded area vith sample type (C=composite; G-grab)
WOI e AA 1k MI CHAIN OF CUSTODY
LOCATION
COUNTY
SPECIAL INFORMATION
a;ctis443i.
i
D NO.
INITIAL TEMP
oC
GRAB
Sam ]a time
COMP start
sam le time
COMP end
date/ tlmo
i
..�.. COOL:ER#2
TEMP @RECEIPT., ` UC
NOTE: THE ABOV1= TEMP INDICATES THE TEMP,
FOR ALL CONTAINER(Sj WITHIN.
TEP:1r' Q`R(Ct�IPT:__-- —Oc
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
FOR ALk- CONIAINER(SI WITHIN,
AMMONIA SAMPLI ES PRESERVED WITH H2.SO,, pH=<2.0 YES NO._..__
AMMONIA SAMPLES NEUTRALIZED WITH Na2SO,, CI=< 0.1 --YES NO —
FECAL SAMPLES iPRESERVED WITH Na2SO3, Cl=< 0.1 —.--YES NO
COLLECTED BY:
ALL SAMPLES COLLECTEDAND PRESERvEDAT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY:^
RELINQUISHED BY
DATE I TIME
RECEIVED BY
SPLIT SAMPLE(S) INFO
u-
E
'
ANAE YSES t `«RESULTS',
RI SULTS
:?DATE ,.,
INIT'L
F. COLI
efu/70dml
~
_
BOD ppm
TSS ppm
NH, ppm
j
COND umho
TURB ntu
MLSS pprn
MLVSS ppm
t
ALAKALINITY—
Onrn
By the above signature L certify that, all Information is accurate to the best of my knowledge.
COMMENTS

NC®ENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit: http:f /portal.ncdenr.org/web/lr/npdes-stormwa er/
Permit No.: N/C/G/-L/cA /z/!]/p/0/ or Certificate of Coverage No.: N/C/G/_/—/_/_/_/_/
Facility Name;
County: ,Z
Inspector:
Date of Inspection:CJW1t- Z77 2olt,.
Time of Inspection: tit: 5 0
Total Event Precipitation (inches).,5
Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
0Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event"or "measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event" or during a "measureable storm event." However,
some permits do not have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
Page 1 of 2
SWU-242, Last modified 7/31/2013

1. Outfall Description:
outfall No. Ito- i Structure (pipe, ditch, etc.) A46,3
Receiving Stream: CjQAP_ a-L� _
Describe the industrial activities that occur within the outfall drainage area: RQAciL, M; Vail
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) nd tint
(light, medium, dark) as d6scriptors: r
3. Odor: Describe any distinct ado s that the discharge may have (i.e., smells strongly pf oil,
weak chlorine odor, etc.):
4. Clarity: Choose the number which
clear and 5 is very cloudy:
1� 2
best describes the clarity of the discharge, where, 1 is
3 4 5
S. Floating Solids: Choose the number which best describes the amount of floating so
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating sol
DJ 1 2 3 4 5
6. Suspended Solids: Choose the 6umber which best describes the amount of suspel
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 3 4 5
7. Is there any foam in the stormwater discharge? Yeses
8. Is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall? Yes
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
ids in
ds:
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
i
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 7/31/2013

I%t.S7Z>
STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14_2 Q Q 0
FACILITY NAME: `Il ' �ic��►
PERSON COLLECTING SAMPLES L eL.*Cn _ `eL,,re,.
CERTIFIED LABOitATORY%_).1rv4- i Lab #
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR:
SAMPLING PERIOD: ❑ July -December January -June
COUNTY__._
PHONE NO. (-} Id41.3f3CoG
ADD TO LISISERVP ❑YES G2KO EMAIL: -
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA []Trout Qbther G
s �•2 � ..
?
Qut#aIl nto.
t
- i
hTT''ryyr�pp
ti5t.�:J�:ii-:`1�_.
W'Y`aa•kF.
bl� I' �,.
'zDaT�""teSam
Z�� / �'�
ikk y r
'1Lki&1€
(�dw�!!• 1 �i
.;�-^_.
r�.r_
�1.3+n "',Y S n
+ (StanrJardr
y-.
-ry LlnEts
a. t"L .
r+M�u%t�� .�..c.�i.f.+1
�y YN' __ ���r
s' , +'-?
•(rng/L•)
i
3 r h�.;.a
rt4-y,�.'
+:I
V4�i^il^.sG�
[jjKLs O�..+
iT t
, to
[3iiratio r
�3t:rtr�
�.1F' rnlnUte5) . 'r,drs
r
p'`@k 2q .�
.kr:
�S`
- 'A3- ._ �Z. �., •.. �
_ir�tai
r W der
` —, al,nfaEl<
�r
•, il[1
y
'i'5 - �t''yyyNttt''g
y}
ry w��
In Tier„2'
jV onthly .q
:5,mi�,
OiiltOrin
v;�''•js
! I
�
#,of;Mon, s•, miser;,
2 5am Iln e
�',�,'�i��•i°�, 3 „
M ��ari •. Yf
L�_
Yi+C1..�!'.�-'.
4'n
«�ee+
.U�'(� z�t H•aF4r.i
.t.�,}ff 9�#^t:SNf:•.".
.
�i�.r,.Y�e.PTw: -`Si-S�3 .+. 'f`I
j�ifLi=.�M
R Fr
�
f
%
rn��
�F73h
d
y•
_
f
1 If "NO FLOW" or N0 DISCHARGE, Enter "NO FLOW` or "NO DISCHARGE" for each outfall here Please make sure to mark the sample period above.
1 tf a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2 ,
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
a TSS benchmark values are 100 mg/I, except when discharging to OitW, HQW, Trout, and PHA waters where they are 50 mg/1.
4 For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge,
Permit Date: 7/1./2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

JJEM AQUEOUS SAMPLE COLLECT)ONAAB REPORT FORM (NC CPRT 482)
Regulated by NCDENRIDWO-Groundwater section
To assign test, label shaded area with sample type (C"composits; Grab)
�,'I f) 8A + t CHAIN OF CUSTODY
LOCATION.
COUNTY
SPECIAL INFORMATION
INITIAL TEMP
o`
GRAB
sample time
COMP start
sample time
COMP end '
date/ time
ay
L'
TEMP @RECEIPT °C
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
FOR ALL CONTAiNER(S) WITHIN.
TEMP ORECELPT' °C
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
FOR ALL CONTAINER(S) WITHIN.
AMMONIA SAMPLES PRESERVED WITH H2SO4, pH=<2.0 YES NO
AMMONIA SAMPLES NEUTRALIZED WITH Na2SO3, Cl=-0.1 YES NO �
FECAL SAMPLES PRESERVED WITH N8zS03, CI=< 0.1 ES: NO
ECTED SY:,
4
.tMPLES COUEC7W AND'PRESERVED AT TIME OF COLLEC17ONJN PLASTIC CONTAINERS UNLESS NOTED 07HERMSE BY:
RELINQUISHED BY
DATE 1 TIME
RECEIVED BY
SPLIT SAMPLE(S) INFO
f
to Z7 / : p
ng
BOD ppm .
T$S ppm
L.S
NH3,.ppm
COND umho
TURB1ntu
MLSS,pprn
MLVSS ppm
lay the above sEgnature I certlfy that all information is accurate to the best of my knowledge.
COMMENTS

AF-,W� . C�0"
'a
`f
NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidonce on filling out this form, please visit: litt //I)ortaLncdeni-.org/web/Ir/npcit s-storrnwater/-
Permit No.: N/C/Ca/ 1 /u/Q/00/o / or Certificate of Coverage No.:
Facility Name: MLI , --VA f .
County:.-L�d� S7 J_ ... Phone No.
Inspector: 1 LANT A
Date of Inspection:c��nr
Time of Inspection: (Dq . AU
Total
Was this a "Representative Storm Fvent" or "Measureable Storm Event" as defined by the permit?
(See information below.)
Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event" or- during a "rneasureable storm event." However,
some permits do not have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation,
A "measurable storm event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
Pagel or2
SWU-242, Lasr modified 7/31/2013

I. Outfall Description:
Outfall No. I S• -z_ Structure (pipe, ditch, etc.) „ , ✓ nw c "-
Receiving Stream: _ C I v are. C-Z isr- t4
Describe the industrial activities that occur within the Outfall drainage area: _::F-Ze,, r' !V\\[cot
C 0 e, Ae- p'; O S&
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.);and tint
(light, medium, dark) as descriptors: U
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly,bf oil,
weak chlorine odor, etc.): on e-- I
4. Clarity: Choose the number which best describes the clarity of the discharge, where 7 is
clear and 5 is very cloudy:
2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
0 2 3 4 5
G. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 . (T 3 4 5
7. Is there any foam in the stormwater discharge? Yes
S. is there an oil sheen in the stormwater discharge? Yes
9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 7/31/2013

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL. PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG140 O O 0
FACILITY NAME: V:nnO,. Lj '?4Ljrij_ Wof !
PERSON COLLECTING SAMPLESL� >a r1a_�_rxCSoD_
CERTIFIED LABORATORY,_] « .&_A LNd4%, 4 Lab # ��]"? (o 3 _
Lab #
OPTIONAL INFO:
Part A. Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: _2x-) I '�
SAMPLING PERIOD: 0 July -December �❑ January -June
COUNTY �rndeXSo J
PHONE NO- (I'._._).C,040
ADD TO LISTSERVE? [-]YES PNO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout [Other C_
OutfaEl-No.
Date Sample
Collected
(mo/dd/yr OR
t
NO FLOW}
pHEvent
(Standard
Units}
TSS
(mg/L)
Duration
(minutes}
Total
Rainfall 4
(in)
In Tier 2
Monthly
Monitoring?
(y/n)
># of Months in Tier
2 Sampling'
-
-
6-92
100Z'3
-
-
-
AS-7-
I 7a
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmark values are 100 mg/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are SO mg/i.
For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > S5 gal of new motor oil/month — averaged over a calendar year.
Outfall' .
Na s,
Date5ample
Collected
,yr}1
pN ° i�
�:
(standard
nit 3
Llnit�sJ(,
TPH�usirrg method,,
11664A SGT-HEM- ,`
(mg/L}
TotahSuspended
" ' a n
Solids
�:
(mg/LJ
Event
Duration
(minutes}
Total`;.
a
Rainfall
(m)
'New Motor Oil
Lisage
(gal/month)�Y�n}
r
Monthly
�:
Monitoring? ''
# of Months'
m Tier 2
2
Saniphng
6 9.
�5
QO,.. �^
s.,4�
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES ATANY ONE OUTFALL (iNCLUDiNG VEHICLE MAINTENANCE)? YES ❑ NO
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑
REGiONAL OFFICE CONTACT NAME:
Mail OriSinal and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample (or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
amICL4z,
re that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)
S
(Date)
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13111
Page 2 of 2

JJEM AQUEOUS SAMPLE COLLECTION/LAB REPORT FORM (NC CERT 482)
Regulated by NCDENWDWQ-Groundwater section
To assign test,'•label shaded area with sample type (C=composite; G=grab)
CHAIN OF CUSTODY
LOCATION
'
COUNTY'
SPECIAL INFORMATION
Qi1
O N LY
lD'NO _j
L:
INITM TEMP'
GRAB..
sam Ole time.:
COMP start
sam le tine-.
COMP'end'
date/ time..
TEMP @R.ECEEPT: °C
NOTE: THEABOVE TEMP INDICATES THE TEMP.
FOR -ALL CONTAINER(S),WITHIN.
TEMP ORECEIPT: °C
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
fOR ALL CONTAINER(S) WITHIN.
AMMONIA SAMPLES PRESERVED_WITH:H'SO4, pH=<2.0 YES NO
AMMONIA SAMPLES 'NEUTRALIZED WITH.Na2SOs, CIF< 0.1 NO
FECAL. SAMPLES'PRESERVED WITH NaiS03, CI=< 01 YES NO
"7kLIECTEID: BY: CMIT ?.
,_-,SAMPLES.COLLECTEDXN0 PRE RUED AT TIME OF CO ECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY.-
REL INfQUISHEDtBY
DATE /-TIME
RECEI ED:BY
SPLIT SAMPLE(S) INFO
1
g
anggg
mowtgwwt—,`
"
nnml
B.ODPRm...
TSS; pp"
(0
LS
NH3: Rpm
COND.umho
TU RB' nt'u
MLSS: ppm
MLV8S pOkm
By 4h4ie above aig iature I `certlfy -that all information is accurate to the best of my knowledge.
COMMENTS.

NCDENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out this form, please visit: httD://Doi-til.ncdenr.oi,g/weh/­w-q/ws/sLiZnpdessw4tab-4
Permit No.: N/C/4/ or Certificate of Coverage No.: N/c/G/_/—/—/�/_/_/
Facility Name: K;o��• _14 _2gAnns :,c °T ,
County: uCnd"rILO m _ Phone No. <37ck
]nspector:�i.��•-r,�—�, } urSa� .- m - _
Date of Inspection: Z r
Time of Inspection: tCo "44
Total Event Precipitation (inches): .15
Was this a "Representative Storer Event" or "Measureable Storm Event" as defined by the permit?
(See information below.)
[Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storrn
event" or "measureable storrn event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event" or during a "measureable storm event." However,
some permits do not have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfail
and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than
0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no
precipitation.
A "measurable storrn event" is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storrn interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
Page 1 of 2
SWU-242, last modified 10/25/2012

r
1. Outfall Description:
Outfall No. j Structure (pipe, dih, etc.)
Receiving Stream: ��d�f7 C'p +✓� u_
Describe the industrial activities that occur within the outfaii drainage area: Q PAc jj M, X
CDinrr r' Qrc' AU a. D J
2. Color: Describe the color ofthe discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:-r a�
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil,
weak chlorine odor, etc.): orsnc_ �T. ....-----_----
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy:
1 0 3 4 5
S. Floating Solids: Choose the number which best describes the amount of floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
a) 2 3 4 5
&. Suspended Solids. Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 0 3 4 5
7. Is there any foam in the stormwater discharge? Yes [pro
S. Is there an oil sheen in the stormwater discharge? Yes VE
9. Is there evidence of erosion or deposition at the outfall? Yes olD
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erasion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Las[ modified 10/Z5/2012

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
Outfall
'`No •:
i
k.r_
+!bateiSample
yl-,
Callectei�
sr. 1
�{rno/dd/YtI-
pH
=
(5t' and
Untts)
�
TPH using metHod
1664ASGT-'HEM
{mg/L)
..
TotaLSuspended
i= , '
Splids
r
(rng/L)
. y; �5�
Event
Quration-, '"IRajnfalI
{minutes]{gal/month}
4•.
Total-
r a
..
New MotorlOil
Usage
�.•
In Tier 2
Monthly,
Monitonng3
#,6fzMonths
m}Tier-2
z
Sampling
xM ZMW
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCESAT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO +�
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail Original and one copy of this DMR (including all".No Flow' & "No Discharge" reports) within 30 days of receipt of sample lor. at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)
.JLw%e- 2 �7
(Date)
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14Q Q _a _0
FACILITY NAME: �� ; nrt s a�. _ �k , a Alt. f \ i ,t
PERSON COLLECTING SAMPLES
CERTIFIED LABORATORY�_�r _ 1 h,Ln,g_ Lab #
Lab P
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: ZCDt S
SAMPLING PERIOD: ❑ July -December OLnuary-June
COUNTY
PHONE NO. (L32-c3) l;pq-t - g S C0_
ADD TO LIST5ERVE? AYES [�NO EMAIL:
DISCHARGING TO CLASS: [_]SA ❑HQW ❑PNA DTrout 00ther C
Outfall Na
DateFSample
"
Collected
J
(rrto/ddjy_ OR�mla/L)
i .N NC)„FLOWjw;
H
Standard
Unitsj�)
`.,. X :•ua
TSSj 4
t L •
_
Event "
, ,
Duration i •`I
(mmutes)�
�s "a
' Total
E 1. 4
E� RainfaEl
in
I )��r;�t:
En•Tier2
Nlvnthfy
Mon�toring?
x
4 Iylnt
a
# of:llrlanthsiinq ier
2 Sampli gx"
r
p _ n
x4 Y
20
y i yv
x•t
iFa __ ....
I C> , r>q
. O
' If "NO FLOW or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
a TSS benchmark values are 100 mg/i, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l.
For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

JJEM AQUEOUS SAMPLE COLLECTION/LAB REPORT FORM (NC CERT 482)
Regulated by NCOENRIDWO-Groundwater section
To assign test, label shaded area with sample type (C=composite; G=grab)
CHAIN OF CUSTODY
LOCATION
KINGSWAY COUNTY
SPECIAL INFORMATION
STORMWATER
ID NO.
F2615
INITIAL TEMP
0
GRAB
sample time
1614
COMP start
sample time
COMP end
date! tlme
e f a ,
1-WW A";2', + ; v 4 l� a 0 ' : K i� e'Fsa3 '
TEMP @RECEIPT: 0C
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
FOR ALL CONTAINER(S) WITHIN.
TEMP @RECEIPT: °C
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
FOR ALL CONTAINER(S) WITHIN.
AMMONIA SAMPLES `PRESERVED WITH H2SO4, pH=<2.0 YES NO
AMMONIA SAMPLES NEUTRALIZED WITH Na2SO3, Cl=< 0.1 ES No
FECAL SAMPLES PRESERVED WITH Na2SO3, CI=< 0-1 YES NO
QLLECtED BY: JUDITH TUTEN
.SAMPLES COLLECTED AND PRESERVED AT TIME.OF COLLEC77ON IN PLASTIC CONTAINERS UNLESS NOTED -OTHERWISE BY.,
RELINQUISHED BY
DATE I TIME
RECEIVED,BY
SPLIT SAMPLE(S) INFO
JUDITH TUTEN
6/26/2015 / 1625
TS
ANALYSESw
iiK.7i
FAw" M
MMOM
0000-
51
099M.'
MdATtW
INITM%�'
TSS ppm
G L ,(
PH
G
By the above signature I certify that all information Is accurate to the best of my'knowledge.
COMMENTS

dobt
'v.v... .0
StormNvater Discharge Outfall (SDO)
Qualitative Monitoring Report
I'o!" �!!lCtQl1CN 011 filllYlg nru lhti.c fi r!!!, plectsc Vl.S21: hltt;;r.%Il_'cLeI11_ fate: nC,tlti� tl l:_f_sl_I:II l.ioClant; I11'.1111!1 ?4!11','�iil I'1
Permitsll'O.: NICIr lll�l/O/QI_q_'c71 orCertiticateofCoverageNcl.:
F'ncility Name:------
Cowity: 01GA&MO&A 1'Nme No. 3Z3 CAW- s3C.(, --
Date (if Insspcction: `Deck w Z 9..'o tN
Tinlc ol' Inspection: _I`_k*— 3 -L- —
Total Event Precipitation (inches): . ZZ
Was this a Representative Storm Event? (See information below) © Yes ❑ No
Please check ti-ourPermit to verify if Qucditative Monitoring mast he pedbrrrzed during cr ,epreserrruril e
Yroi-171 Nhe121 (reyt.liremeal.l k;or1').
r1 Aupresenrltive Stornl Invent" is a morn) event that measures greater than 0.1 inches of WAY :ulci that
is preceded by at learn 72 hours (3 days) in which no storm evens nleasul"iii ,)reater [hall 0. I inchC's hIas
occurred. A single storm event may contain up to J000MCCutlVe hours of no pre.cipimhon_
By this signature, I certify that this report is accurate mid complete to the hem of my knowledge:
(Signmure of Permiuee or [Designee)
I. 011ttltll Description:
Oulfall No. Structure (pipe. ditch. etc.) r;4(
Receiving Stream. -C—Ie-A2_C.2.LE-C. -
Describe; the indUmrial activities that occur Within the outfall drainage area: TEA61 M_,1
1 Color: Describe the colon of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, Tnedium, dark) as descriptors: _PAT 1IM-0 #4�{�M
I Odor: Describe: any cli.stinct Was that the discharge may have (i.e., sme.lis strongly of oil, weak,
chlorine odor, etc.}:
Qe!of

4. C1.11-it}'. Choose the number which hest describes the clarity of the discharge, where I is cicilr
and 5 is eery cloudy:
a. Floating Solids: Choose the number which best describes the amount (A flnatinti,I SOIle€s III the
s1�1rs11tivater c€ischarge. where I €s no solids and 5 IS the stu face covered with tloati112 S(Aids:
(1 2 3 4 3
6, Suspended Solids: Choose the dumber which best ftsc1ibes the: anulunt of' Nusperlded Sc11ic€S in
the slormw,tter ciisehai-c, where 1 is no solick and 5 is eXLI-crnciy muclii)':
1 2 5
7. is there Ally loam in the St01-111Wlltei' disch.11"c? Ye.� Nc�
S. Is there an oil sheen in the ,stormwater clischm-ge'? Yes N
9. Is there evidence of erosion or deposition :1t the outfall'? Yes No
11). Other Obvious Indicators ol,Stormwater Pollution:
List
-Q
Ov
Note: Low clarity. h1-MTh solids, anNor the presence; of foam. oil sheen. or erosion/cicpclsition 111aN' hc'
indicative csi pollutant exposure. These eon(htions warrant further investigation.
Pau-c ? of 2

STOWWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAIL PERMIT N0. NCG140000
CERTIFICATE OF COVERAGE NO. N%G14 C' 0 (� -?
FACILITY NAME:
PERSON COLLECTING SAMPLES1,4 S. Turin
CERTIFIED LABORATOR)C J, v.,_ s Lab # 332to a_
Lab #
A*-- z
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 7 -•t
SAMPLING PERIOD: �F uly-December ❑ January -June
COUNTY A ,&
PHONE N0. ( _) (aC —[- 'P3S C,o G
ADD TO LISTSERVE? riYES [ONO EMAIL;
DISCHARGING TO CLASS: []SA CHQW '�PNA L7Trout [Other_,_
I Date Sample
Collected
Outfiall No.
(mo/dd/yr OR
t
NO FLOW)
� p
H
{standard �
Units)
In Tier 2 II
i Tptal
Event
TS5 Duration Ra>nfall Monthly
� I �
(mg/L) Monitoring.
{minutes) i (in)
tS of Months in Tier
2 Sampling`
6-9Z
100`'
i
I I
i I
II
If NO Fr_O)X" or "NO MSCHAR(;E, Eater "NO Fi.OW" or 'NO DISCiiARGU' for each outfall titre. ?leas;• retake sure' to mirk tie Sample period abave.
If 3 value is in excess of the benchrr, ); k, nr outside the her'chmw; h ISOr pH,). Vou niu- wiplen;ent i` Q Tie; ? jr Tier 2 res}wnses in the General Perrni:. TiCr
M!nnihiv sampling shall bn cone until + cr:;'s'OCu,lve sanipl•, i ere be`,Dw ;hc- bi_n:hmark o! ..,:h!r, iht i, ;,ct n',ar 'tinge
5' []rru'in,tark r}iu25 are M0 rite/! r_a,:P I to OF1'd, ?;[;'�<. Trout, rind RNA ,vai?r: vili-ir: rhev ;:re :G ;-IP
f0: ..::C'. S;R1piF'L R1Pc511r7:file Stt)!r'•1 :. -!!' lac ;Dt:"� , : E?CI. .;:i,C,? '�-..:r r•;<:i;r'fl;(7 , . Evll� L� Idi':'Gn' •'W (;,1 S;t,- .1 In
fi; 1

Part B: Veiii(ie Maintenarlre Activity tvlooit,wlnw Rt?quirctmonts for €acilitw% using > 55 g:i of new nu}tor o0/month avera ed over 3 cttiendar year.
I
'
Qutfall
t`ID.
i l
•I j i
pH TPH using method I To.al Suspended Event Total New Footor Oil � !n Tier 2 I ; of cNionths
Date Sample 1 Monthly
(Standard 166-IA SG-HER4 Solids Duration Rain€ail'! Usage l in Tier 2
CDIl+3Cte(� I Monitoring? i
{rno/dd/yr)Units) fmm g/Lj t?/l_) I {me inuts} (in) i (pl/rnonth) i (Y/n, SarripIing,
I
I 6-9, I 15' .
i
100
4 I
i
I
t
HAS YOUR FACILITY HAD d OR MORE BENCHMARK EX EDENC£S AT ANY ONE OUTFALL (iNCLUDING V7 HICLE MAINTLmf,NCG)? 1'rS [—] NG
HAVE YOU CONTACTED THE REGION? YES ❑ rJo D
REGION.sL OfFIC£ CONTACT NA.ME:
Mail Original and one co of this DMR {inciudirip 2k "'Nei Flow" & "No Discharge" reportsl within 3O days ci receipt of sarnale jor at end of rriorkorjnpperioa
in case of "No Flow") to:
Division of .^later Quak-;
Attn! DWQ Central Files
1617 ivtai# S-rvice Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under ienzky of �aw, that th(s cocument and ali nimChments were prepared -rder my direction, or Supervi5'i--,n m accorcamE 'wv-ih a s'yrstt rn) designed to
355ur@ ihat qu rlifled t7er5Crlrli k properl•, gaihe! nand ewiiva t; thr_1 infarrnBtiCr, SUk7miCred. Rased on r, y it),quir1' rJf t€ r?;ion nr p r5o:15 Wh(� ni3no5c ih Sy5i2rn; of
m-t'o;,hose peryv •c=[rM., bf my kncr. i. dgr. tnd helief, rr,,: ,occur ;:;?, anc .Qrnplete
arll a%V)r tf�3C``t//here ,4r E: sr( n�fiqnt perihoes nor Suhn;ii,� , €u'f;e infOrr:�a[iOr'. :r7Cf(:din� --sihilit'y of lwe5 and , •iold!!ons .
(Signa,ure of Permit-ee) (0ate1
L r.i rT1•rii i1•'�f:l ti-ia;. '.�F, [1�1� !.•„J1� .. 7i1.�r!�

Ili
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1
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N/P CHARLCS R. STrPP I
Gd ,zB,98S
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J/F 04LIM M d LOUT r ORR
DB 700/J59 � \
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1
N PR0P05ED
/ CONCRETE
O 5ILO
-
PROPOSED � o
5T0RMWATER�
POLUTION � If
PR-'VfNT70N;l
FACIUTY O
/ AREA 2'
0
� l
nl ,.
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4
1
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B" DGwme OPENNI a WILL BE PROMED B97WeeN 5M515.
OPENNING WILL BE LOCATED 0.8 INCHES 01' FLOOR 5L L9 I
I
N,F MW N. RfDMAN
OB B60/6i5
,
HOWARD GAP ROAD, 5R 1006 I — — —
DB 42J/149
1 N/F PAWCM ANN PATTLR50N
N,F ;WULSM d WY JANr 1 [u OB 9001JZ4
PATTCRSON -
STORMWA TEte FOL UTION
F2ElIZNTION FACILITY DETAIL
OWNE,P:
GARY K. KING
GNGWA Y REDI MIX, INC.
14 NL)r Road
Hendersonville, NC 29792
Phone: M26l 605-7116 Mobile: (") 24J-1950
DANA TWP. I HeMMON COUNiY. N.C.
LAOGHrE-R, AU577N AND 155OCIATZ5, P.A.
3I FOURrH AVENUE EAST
HENDER5OAULLE NORTH CAROUNA 20792
(020) 692- 9009
CREW CHIEF CHEO(ED BY JHL DATE SHEET NO.
DRAWN BY FJP SCALE 11 = 50 FT. !O/27/OS 1 OF J
JOB NO. 05- 371
05J71
124055

READY MIXED CONCRETE SITE SURFACE WATER PROTECTION
REFERENCE NCG140354
NARRATIVE TO ACCOMPANY APPLICATION TO CONSTRUCT
The ready mix concrete site is existingStormwater 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 permit 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
solids (SS) limit of 5 mlll pH between 6-9 SU. Compliance with this permit will protect
Q' surface waters of North Carolina. �
The area marked Region 1 and Region 2 used by the read m_�__as whii_xe�d company. to load and
washequipeme_nt is to 2500 sq feet �emaining on- site and off site arech are
subject to stormwater will lie 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 stoom frequency for the property is 7 inches in 24 hour. See Figure 1, Plan
View. ✓ -_w�n . -
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) 16'by 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.
=� }"' r' �°r f /S iliC� .� .�,�.: =!'�? %.f . �'� P7 / IScx.'� .��a�.S C•l�c'-f�::J/J
!rJ/ll
i
n�
; Lq
L
/

RUNOFF CALCULATIONS
Laughter, Austin, and Associates
131 Fourth Avenue East
Hendersonville, NC 28792
November 3, 2005

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.
Desch
A plan view of the project is shown in Figure 1. Precipitation onto Region I (Area 1 in
the figure) nuns off into Region 2 (A2 in the figure) which is the SWPPF. Rainfall also
falls directly onto Region 2.
A
}ioWo PD GAP AOAD. SR '000
Figure 1. Plan View)
fldP .4VXC H. , '�Yy;iK
cb �-rir to
s.
OVCfl-M Y RLDI r1V!„
f � NYJe go-5d
H21WVt&O"vA?, VC B792
NS�r.Y: (t7tt'! Gd1=Tffr� �`kGW6' (Cc�l.tl:-lid%
Figure 2 shows the Soil Conservation Service (SCS) Types I, IA, II, and III 24-hour
rainfall distributions. North Carolina is geographically located in the region of the USA
where Type 11 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 1

Figure 2. SCS 24-hour Rainfall Distribution (SCS, 1986)
(y-axis reads "Fraction 'of 24-hour rainfall" and x-axis reads "Time, hours")
1.0
s
A
i
IE
3 6 4 E2. 1$ is 21 24
Tome. COMI-D
Summary of Data
The data provided
Rainfall: 7 inches in 24 hour period
A, = Area of Region 1 = 1600 ft2 = 0.037 Acre
A2 = Area of Region 2 = 30 ft x 32 ft = 960 ft2
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.
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 ftz + (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 ftz) = 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 ft + (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 ft)(12in./ft) / (960' ft2) = 0.35 in.
Water depth after 60 minutes = (42 ft3)(12 in./ft) / (960 ft2) = 0.53 in.
M
Peak Dischar e
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)0"/Sv3
where:
t, = Time of concentration (min)
c = Rational coefficient for Region 1 = 0.9
L = Longest watercourse length in Region 1 (ft)
S = Region 1 slope, %.
L is approximately 60 ft and S is 3%.
Therefore:
tG = 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
.w

Figure 3. Peak Discharge Calculation
(screen capture from http://www.LMNOeng.com/Hydrology/hydrology.htm)
z, ;_. Ts_Reset inputs ;to A 0°
All features enabled
- _ __,._..._ ..
OUTPUTS
Peak Discharge, Qp (cfs or finds):
10,3947728814503172
Peak Discharge in c!s a INIs
:- Runoff Q (inch):
6.7609163323449035
C 1999 L�I~VO Engineering;
Unit Perak Disch. Qu (cfsi'miy-inch):
11009.9963051207185
Research and Softy we, Ltd.
Pond and Swamp Factor, Fp:
1.0
http }iv; -%is LAL�iOeng.com
Initial Abstraction_ Ia (inch)_
Q.fl4081632653Q61221
MUTTS OR OLTPLTrS
R Enter these threequantities:
Select Units:
Total W atershed Area, A (_kcre):
0.037
Area in Acre
= Oh•erall Cline Number, CN:
9f3
Time of one., Travel Times in rein
.v= Time of Concentration_ Tc (min):
6
n-PUTS
Rainfall Distribution Type li
Precipitation, P {inch)
17.
Precipitation (and Runoff) in inch
4;; Ponds, Swamps (04 of Total Area):
0.0
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, 0.4 inch, and 0.5 inch after 1.0 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
*r$0.00
Eighty and 001100"rrr*rrrrrrrr*****rr+++r+r++++++++++:+.rrrr+rrrrrrrrrrr+rr+:rrarrrrrrrrrrrrrrrrrrr++rr+++a:++.++++trr++rrr
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
:r rr
Mountain 1st Checki 80.00

- 1!
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D.iviaian .a6 Ua Y. ; Quall.t [HiRT[R Siu`IFI�OIGCR
! 6 ! 7 Slc G Cent"
Ra-lZA.pt. t4c .^7h94-l5l7 r '
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W0238970 0000008000.0
717 �cwnru�.,.aa.sau.r x:xsanaa.a
Posted

�� w�•r Division of Water Quality / Surface Water Protection
NCDENR National Pollutant Discharge Elimination System
Nod CaRC"— D[svRre,C,rt of
E,m mEw AND NRNIILL RC.SOVRoc3
NCG140000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Year
I Month
Da
Cenificate cf Covera e
F
Check k Amount
Permit Assigrycd 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 existin_g 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 211 .0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG 14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 2H .0138 & .0139.
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.
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 irn?
Street Address l y 11
City / c r}Otf
Telephone No. 7
2) Location of facility producing discharge:
Facility Name .
Facility Contact
Street Address
City
County
Telephone No.
1a,CW�h fie. JH
11 r OU
n d if f" v I': l C-
Page 1 of 5
rs
State 4 Cr ZIP Code 2 719 IL
Fax: 'F�) Z 619 7 - 9 1?- Z/Z
State oO�C- ZIP Code � �7 `192...
Fax: _ `r" 2°h `l 2 7 - ; p -
'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 1011912005

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 ast fe ,(e -Pi ca n f7o wa�d� y a. P ill
--
(A copy of a county map or USGS quad sheet with facility clearly iocated on the map is a required part of this application.)
4) Latitude 3: a 211 la" Longitude '91 ° 'Z(.., LJ (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
[R'� 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— 11L
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(Include a site diagram showing the process arenas present at this facility.)
{�n11L_ !'Z�e le odgc'ej QT �i5is 40G7
8) Discharge points 1 Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? _ 0 ,-N A _
What is the name of the body or bodies of water (creek, st.rg� m, river, lake, etc.) that the facility stormwater
andlor wastewater discharges end up in? C Z P_a r r r ee k
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?
©'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?
U-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'N0
❑ Yes
if yes, when was it implemented?
13) Are vehicle maintenance activities occurring or planned at this facility?
2'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.
KFor 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/I, and Settleable Solids (SS) - 5 mill.) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or 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 N01, 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
Comes
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)].
For a sufficient application, the information must demonstrate compliance of final discharge with permit effluent
t 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.
. W Page 3 of 5
SWU-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?
®'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) I,hi
s.,this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
L7 N o
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
h�azzaa 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?
IJ No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:.
Name of transport / disposal vendor:_
Vendor address:
18) Certification:
North Carolina General Statute 143-215.6 B(i) provides that:
Any person who knowingly makes any false statement; representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
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: (' QrI'l
Title:l I G ivr'cnT — —
(Signature of4pplicant) 0 (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
5WU-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)
1 or local designee. documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138).
"A' ❑ 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).
�, El For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities. (including
i recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
❑ A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwaterlwastewater treatment structures, (c) location of
stormwater/wastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines_.
❑ A county map or USGS quad sheet with location of facility clearly marked.
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center.
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
(919) 7914200
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 10l19/2005

LAUGHTER, AUSTIN and
ASSOCIATES, P.A.
131 Fourth Avenue East
Hendersonville, North Carolina 28792
Telephone [phone] or [phone]
Facsimile [phone]
FAR COVER
Date: OCTOBER 312005
Time:
To: Bethany Georgoulias
Phone: [phone] ex 529
Company: surface water protection
Fax # [phone]%;o,
From: JON LAUGHTER
E-Mail: [e-mail]
SKEET
Re: Request for information Permit NCG140354, Henderson County
LAA # 05371
MESSAGE: ADDITIONAL info on required Plans and Specifications.
Also need your E-mail Bethany.GeorgouliasCa7ncinail.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
ME,
NCG14_NOI.pdf
Rainfalf_Data_MapsNCG14_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 NO2 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.htm#StormwaterGP
I hope this information will be helpful to you. If you have questions, please let us
know.
Regards,
Bethany Georgoulias
Environmental Engineer
NC DENR DWQ
Stormwater Permitting Unit
[phone], ext. 529
bethany.georgouliasCncmail.net
1

25-year 1 day precipitation (Inches)
Snl� in m"s
0 20 so M 100
RAINFALL DATA MAP
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7

Michael F. Easlev, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
SURFACE WATER PROTECTION
October 10, 2005
Mr. Garry King
Kingway Redi Mix, Inc.
14 Nix Road
Hendersonville, North Carolina 28792813
Dear Mr. King:
Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
ca NC i 4; [.. T
SUBJECT: Kingway Redi Mix, Inc.
Proposed New Construction
Permit No: NCG140354
Henderson County
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
demonstration that -the proposed system will meet effluent limits. No fee is involved in ;�
requesting an Authorization to Construct., - 7 �2�F14P
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. r
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
Np Carolina
,llatrr -ally
® 2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

iviiciiaei F. Easiey, 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
i.� r__.,....
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 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 14D354LETTER2.05
No hcarolina
nturrr!!y
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748

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OWNER:
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KING; WA Y REDI I IX, INC.
14 Nix Road
Hendersonville, NC 98792
Phone: (929) 6,05-7110 mobile., (62e) 243-1950
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131 FOURTH AVENUE V5T
HENDER50N/ILLE, NORTH CAROINA 29792
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FLOOD MAP PANEL NUMBER iAk PARCEL NUMBER
00967051124053

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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 NCG 140354
Henderson County
Dear Mr. Pickle: -- refCr
,a
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
The ready mix concrete site is existing. Storm water 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 storm water and wastewater discharge _, _.le
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,
r rnixing 'drurri clean out.
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.
i

RUNOFF CALCULATIONS
Laughter, Austin, and Associates
131 Fourth Avenue East
Hendersonville, NC 28792
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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 (A2 in the figure) which is the SWPPF. Rainfall also
falls directly onto Region 2.
Figure 1. Plan View)
A C A fa +r`e' Ai7fiK
srt . qTw,
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i;lsrxdersar7rf/Is, N% �Fi9.�
Figure 2 shows the Soil Conservation Service (SCS) Types 1, IA, 11, and III 24-hour
rainfall distributions. North Carolina is geographically located in the region of the USA
where Type 11 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 1
0

Figure 2. SCS 24-hour Rainfall Distribution (SCS, 1986)
(y-axis reads "Fraction of 24-hour rainfall" and x-axis reads "Time, hours")
UK
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it
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Summm 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.
c, = 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.
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:
.e
Page 2

Volume from Region l + Volume from Region 2 =
(0.07 in../ 12 in./ft) x 0.9 x 1600 ft2 + (0.07 in. / 12 in./ft)(960 ft2) = 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 0.9 x 1600 ft2 (0.21 'in. / 12 in./ft)(960 ft) = 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°' S / S"
where:
tc = Time of concentration (min)
c = Rational coefficient for Region 1 = 0.9
L = Longest watercourse length in Region l (ft)
S = Region 1 slope, %.
L is approximately 60 ft and S is 3%.
Therefore:
tC = 1.8 (1.1 - 0.9) (60)0.5 / (3)v3 = 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
im—

Figure 3. Peak Discharge Calculation
(screen capture from http://www.LMNOeng.com/Hydrology/hydrology.htm)
,t.��-�,_ � ._F�esetln�uts to'� fl�__�� All features enabled f, CUCk toCafculate a.�
OUTPLTS Peak-- Discharge, Qp (cis or ffi'fs): 10.3947728814503172
Peak Discharge in cfs or W& !i: Runoff; Q (inch): 6.7609163323449035
C I999 LNV40 Eaeiueerine, Unit Peak Disch., Qu (cfse'mi inch): 11009.99680512071 B5 -
Research. and Sofmmre, Ltd. Pond and Swamp Factor, Fp: 1.0
http:t;T'-"-wI-NiNOe"'cum Initial Abstraction, la (inch): 0.04081632653061221
ENPUTS OR OUTPiTi'S r Enter these three quantities:
Select Units: Total Watershed Area,A(Acre)-- lq.037,
Area in Acre !F= ih erall Cur% a lumber. Chi: 98
T irme of Conc., T ravel Times in min '-_7 Time of Concentration, Tc (min): 6
ENPLITS
Rainfa_ Distribution Type II I€: Precipitation, F(inch) 17
Precipitation (and R unaff] in inch ih < Ponds, Swamps (°06 of Total :k-rea): 0.0
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, 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
0

Dept of Environment and Natural Resources
3/22/2005
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Raleigh, NC 27699-1617
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�� s • Division of Water Quality 1 Surface Water Protection
NCDENRNational Pollutant Discharge Elimination System
"` w C—w '—. []crvmkurr ar
ENVIaoNMENT IW� NnW.a� RC3IXJAGE3
NCG140000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Year
Month
Da
Certificate of coverage
C 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 existing plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to.continue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 2H .0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the 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.
AN' a For questions, please contact the DWQ Regional Office for your area. (See page 5)
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Name isn4
Street Address
City / noe'e
Telephone No. tI
2) Location of facility producing discharge:
Facility Name .
Facility Contact
Street Address
City
County
Telephone No.
ti�- � Cea M r 1n
ncf e;LLc
rn
State ZIP Code 819 2
Fax: - a 9 7.2 2. yZ
State t)C- ZIP Code
!K28' Lo91-?Egg __ Fax: T*Z? (n 9 7-22Y2_
Page 1 of 5
'As per 15A NCAC 21-1.0106
'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.
S 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). 43AP c�
_i(n+�� �o le�`� onfo /SAX Q� Fins-'-&'J, C__an.
(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 3s"° 21, faLongitude ° (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
LEr 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 Cade: 3— - - -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? _. _0 h e-
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 L e o r C nee K
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)?
OE'No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices.for stormwater control?
❑'No
❑ Yes
If yes, please briefly describe:
Page 2 of 5
5wU-229-1019U5 Lastrevisea 1U/i9/'Luub

NCG140000 N.O.I.
12) Does this facility have a 5tormwater Pollution Prevention Plan?
BIN
❑ Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring or planned at this facility?
D-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 Cl 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 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 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)].
'— 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 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
is SWU-229-101905 Last revised 10/1912U05

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
O^o ❑ 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
hazza dous waste?
Q'No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg, or more of hazardous waste generated per month) of
hazardous waste?
l� 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:
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 fled 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: C, a "
Title: t ncs"'le",-/
(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
0 avvu-pia-iuiyu5 Last revised iuriw2-005

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).
FElIf 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).
K"a❑ 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).
w❑ For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
la 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
s
Page 5 of 5
SWU-229-101905 IasiIVViscu IU!i.;i2335

Eff
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; Rai nfall_Data_Maps.pdf; NCG14_Cover 2005.pdf
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 NOT is also available on our website under the General Permits link
here:
http://h2o.enr.state.nc.us/su/Forms_Documents.htm4StormwaterGp
I hope this information will be helpful to you. If you.have questions, please let us
know.
Regards,
Bethany Georgoulias
Environmental Engineer
NC DENR DWQ
Stormwater Permitting Unit
[phone], ext. 529
[e-mail]
1

IN
/ter`
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25-year 1 day precipitation (inches)
Sule in mm"
0 25 s0 7s 100
RAINFALL DATA MAP
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
SURFACE WATER PROTECTION
Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
October 10, 2005W.-�:
16
Mr. Garry King
Kingway Redi Mix, Inc.
14 Nix Road
Hendersonville, North Carolina 28792813 G ac Al
SUBJECT: Kingway Redi Mix, Inc.
Proposed New Construction
Permit No: NCG140354
Henderson County
Dear Mr. King:
1 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
demonstration that the proposed system will meet effluent limits. No fee is involved in ;
requesting an Authorization to Construct. 7 �4q_
ff;Z
Kingway will be building its' first waste water/storm water treatmentireuse 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. �v
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
N__atur�r!!yo��nnCarolina
2090 U.S. i-lighway 70. Swannanoa. NC 28778 Telephone- (82R) 29F-45nn Far a � c rR?Rl 944-7naA rtnm.r Cnn iir i P77 C77_Ct7Ao dV

F W A TF Michael F. Easley, Governor
`O�0 9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
uJ Alan W. Klimek, P.E. Director
Division of Water Quality
O `C
Asheville Regional Office
SURFACE WATER PROTECTION
October 20, 2005
iVt
Mr. Garry King
Kingway Redi Mix, Inc. i. •j
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 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
NCG140354LETTER2.05
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JOB NO. 05- 371
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5TO2MWATER POLUTION
PREVEN71ON FACILITY DETAIL5
OWNgie:
CGARY K. KING
, NGWA Y RED1 MIX, INC.
14 Nrx Rodd
Hendersonville, NC 29792
Phone: (626) M5-7116 F1abrle: [phone]

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DETAIL
JOB NO. 05— 371
5 TORMWA TE)e POL UTIDN
P,21"V,ffNTION FACILITY DETAIL5
OWNER:
GAR K K. KING
KINGWA Y ReDI MIX, INC.
14 Nix ,toad
Hendersonville, NC 29792
Phone: [phone] Nobile. (d29) ZO-19W

Mr. Gary King
Kingsway Redi
14 Nix Road
Hendersonville,
Dear Mr. King:
Mix, Inc
NC 28792
Michael E. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
.Division,q Water Quality
August 22, 2006
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.
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 compliance of final discharge with permit effluent limits (pH - 6-9 SU), Total
Suspended Solids (TSS - 30 mgL),and Settleable Solids (SS - 5 ml/I) 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
NorthCarolina
Natimally
North Carolina Division of Water Quality 2090 US Hwy 70, Swannanoa, NC 28778 Phone [phone]
Internet: wu•«•.ncwatergnalitv.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% 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.
It is my understanding that truck wash water will be the only process wastewater
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. Item 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,
i
I§tarr Silvis
Asheville Regional
[phone]
Enclosure
i�
Office
cc: Asheville Regional Office
Ken Pickle, SPIN files
Mr. )on Laughter, Laughter, Austin and Assoc., 131 Fourth Ave. East, Hendersonville, NC 28792
DWQ Central Files

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