NCG140468_NOI Application_20190116

NrG4 o 4�R
Environmental
Quality
Division of Energy, Mineral and Land Resources
Stormwater Program
National Pollutant Discharge Elimination System
NCG140000
R C.,
FOR AGENCY USE ONLY
Date Received
Year
Month
Da
Certificate of Covera e
Check # I Amount
t'95 75too—
Permit Assigned to
M
NOTICE OF INTENT
D, a
i�.0 27 20-1'=3
National Pollutant Discharge Elimination System application for coverage,under General Permit NCG140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated'iwitH=actidities;classified as:
SIC (Standard Industrial Classification) Code: 3273 and like activities
\N540
Ready Mixed Concrete
This NO[ may be an application to discharge process wastewater. NCG140000 contains effluent limitations
for process wastewater discharges. Wastewater discharges must meet the requirements of these effluent
limitations. An exceedance of any of these limitations will result in a violation of the permit conditions.
For questions, contact the DEMLR Central Office or Regional Office in your area. See pa e 8
1)
2)
(Please print or type)
Mailing address of owner/operator (official address to which all permit correspondence will be
mailed :
Legal Company Name
(Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Alternatively
this permit can be given to an individual.)
Signee's Name (as signed for in question 28 below) Dave Moyar
Street Address 701 Corporate Center Drive, Suite 450
City Raleigh
Telephone No. 919 463-6772
Alternate ContactName Matthew Sellers
Alternate Contact Telephone (if different)
Location of facility producing discharge:
Facility Name
Street Address
City
County Facility
Contact
Telephone No.
412-327-1065
Archer Western Jonesville Concrete Batch Plant
3933 Messick Rd
Jonesville
Yadkin County
Matthew Sellers
412 327-1065
3) Physical location information:
State NC ZIP Code 27607
Email [e-mail]
Email (if different) [e-mail]
State NC
ZIP Code 28642
Email_ msellers(@walshgroup.com
Please provide narrative directions to the facility (use street names, state road numbers, and distance and
direction from a roadway Intersection). 1-77 to Exit 82 (SH 67) Head Easton SH 67 towards Booneville for approximately 0.6 miles to Messick Rd.
Right on Messick Rd. Yard is approx. 100' South and on the West side of the road.
(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 36.238371 Longitude 80.806825 (deg., min, sec or decimal)
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NCG140000 N.O.I.
5) This NPDES Permit Application applies to the following (check all that apply):
6)
e New or Proposed Facility Date operation is to begin 01/15/2019
❑ Existing Facility Date operation began
Consultant's application information:
Consultant:
Consulting Firm:
Mailing Address:
City:
State:
Phone: ( )
Email:
Zip Code:
(Optional)
Staple Business Card Here:
7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary
industrial activity at this facility:
SIC Code: 3 2 7 3
8) Provide a brief description of the types of industrial activities and products produced at this facility:
(Attach a site diagram showing the process areas present at this facility.)
The only product produced will be concrete. Other activities include storage of equipment
and operation of two prefabricated office trailers.
Stormwater Discharge, Wastewater Treatment & Discharge and Permitting Information
9) Discharge points / Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges will end up in? Fall Creek
To find the waterbody, please see the NC Surface Waterbody Classifications map at
https:/Ideq.nc.gov/about/divisions/water-resources/water-resources-science-data
Receiving water classification(s) for the waters: class c
If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer
system (e.g. City of Raleigh municipal storm sewer).
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NCG140000 N.O.I.
List discharge points (outfalls) that convey discharge from the site (both on -site and off -site) and location
coordinates. Attach additional sheets if necessary, or note that this information is specified on the site plan.
Be sure to indicate a type for each outfall listed below as Stormwater only, Wastewater only or Wastewater
Commingled with Stormwater
Outfall No. 01 Stormwater only ❑ Wastewater only
Latitude (degrees/minutes/seconds): 36.23755
Longitude (degrees/minutes/seconds): 80.80640
Outfall No. 02 Stormwater only ❑ Wastewater only
Latitude (degrees/minutes/seconds): 36.23751
Longitude (degrees/minutes/seconds): 80.80774
Outfall No. Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds):
Outfall No. Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds):
Outfall No. Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds):
Outfall No. Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds):
Outfall No. Stormwater only
Latitude (degrees/minutes/seconds):
Longitude (degrees/minutes/seconds):
❑ Wastewater only
❑ Wastewater only
❑ Wastewater only
❑ Wastewater only
❑ Wastewater only
I
W
N
W
N
W
N
W
N
W
N
W
N
W
Wastewater Commingled with Stormwater
Wastewater Commingled with Stormwater
Wastewater Commingled with Stormwater
Wastewater Commingled with Stormwater
Wastewater Commingled with Stormwater
Wastewater Commingled with Stormwater
Wastewater Commingled with Stormwater
Will this facility discharge wastewater to SA (Shellfish) waters? ❑ Yes iFNo
Note: Discharge of process wastewater to receiving waters classified as Critical Area (CA) must be
reviewed by the N.C. Division of Water Resources, Public Water Supply Section ahead of
approval. No new discharges of process wastewater are permitted in receiving waters
classified as WS-1 or freshwater ORW.
You must show all discharge points clearly on the submitted site plan. Be advised that
NCDEQ may require you to apply for an individual permit, based on proposed discharge rates
and receiving stream conditions (low flows, impairments, etc.)
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10) Each applicant shall provide the following information (attach additional sheets as necessary):
• Two (2) site plans depicting the facility or site with numbered outfalls which indicate stormwater and
wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed):
o Outline of drainage areas with topographical lines and features
o Stormwater/wastewater treatment structures
o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas)
o Runoff conveyance structures
o Areas and acreage where materials are stored
o Impervious area acreages
o Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers
o Site property lines, North Arrow, and bar scale
o If applicable, the 100-year floodplain line
o Acreage of each stormwater and wastewater topographical area
o Each of the facilities' wastewater or stormwater source and discharge structures and each of its
hazardous waste treatment, storage, or disposal facilities
o Site location (insert)
Site plans shall be 24" x 36" in size.
• Line drawing and description: Aline drawing of the water flow through the facility. A pictorial description
of the nature and amount of any sources of water and any collection and treatment measures.
• A narrative description and identification of each type of process, operation, or production area which
contributes wastewater to the effluent for each outfall, and a description of the treatment the wastewater
receives (or will receive), including the ultimate disposal of any solid or fluid wastes other than by
discharge. Processes, operations, or production areas may be described in general terms (e.g. "ash
silo").
11) Does the applicant have any unresolved Notice of Violations (NOVs)?
8 No ❑ Yes
Wastewater:
12) What types of wastewater does your facility generate or discharge?
Type of Authorized Wastewater
Generate
Discharge
Sent to WW
Treatment
System
Vehicle and equipment cleaning VE
❑
❑
❑
Wetting of raw material stockpiles(RIM)
El
p
❑
Mixing drum cleaning MD
O
0
Z
Further explanation, if necessary: A sedimentation basin/ washout bay will be constructed to contain and treat the water from the mixing drum cleaning.
13) Will your facility spray -down or actively wet aggregate piles?
❑ No Pill Yes
14) Does the facility use any of the following on site?
❑ Phosphorus -containing Detergents
❑ Brighteners ❑ Other Cleaning Agents
❑ Non -Phosphorus -containing Detergents
❑ Other:
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NCG140000 N.O.I.
15) Are wastewater treatment facilities planned in the 100-year flood plain?
El No ❑ Yes
16) Will your facility build a closed -loop recycle system (CLRSs) that meets design requirements in 15A
r' NCAC 02T .1000 and hold your facilities' working volume'?
❑ Yes 0 No
If Yes, STOP COMPLETION of this permit. Contact DWR Non -Discharge Permitting Program for permitting
requirements.
17) A wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2) for any new or
expanding water pollution control facility's discharge in North Carolina. You may attach additional sheets.
a) What wastewaters were considered for this alternatives review? ❑ VE 8 RM 0 MD
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ❑✓ Yes U No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑✓ Yes ❑ No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?* Based on the elevations of the yard, several pumps would
be required to pump collected wastewater from the office trailers, aggregate bins, and sedimentation basin uphill to the sewer lines. This is impractical and not leasible because of the temporary
character of the described use, need to return the land in it pre -use condition, and the substantial cost of excavating large quantities of earth to install vaults or underdrams to capture the wastewater
to pump into the system.
c) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? .................... ❑ Yes 8 No
Why / or Why not? The nearest stream large enough to receive the discharge is prohibitively far away - several thousand feet - and across highways and land owned by others. To
procure the right of way to plumb across all this property would delay the start of construction and would be prohibitively expensive.
ii) Is a surface or subsurface disposal system feasible to implement?* ........................... El Yes IM No
Wh 1/ or Wh 1/ not?
: The nearest stream large enough to receive the discharge is prohibitively far away - several thousand feet - and across highways and land owned by others. To
procure the right of way to plumb across all this property would delay the start of construction and would be prohibitively expensive.
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?* The ..it conditions should allow for a subsurface septic system but this is not feasible for two reasons: 1) the use is temporary and the
equipment will be removed upon completion of the project and, 2) the permitting process would delay the start of construction incurring substantial cost.
d) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options of the wastewaters being considered?*... 8 Yes ❑ No
i) If No, contact DEMLR's Land Application Unit to determine permitting requirements.
e) If this review included all wastewater discharge types, would excluding some types (e.g. raw
stockpile wetting) make any of the above non -discharge options feasible? ..............❑ Yes N No
* You may be asked to provide further information to support your answers to these questions after the initial review.
Feasibility should take into account initial and recurring costs.
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Stormwater:
18) Does this facility employ any best management practices for Stormwater control? ❑ No 0 Yes
If yes, please briefly describe: silt fence has already been installed around the yard. As necessary, coir fiber wattles and baffles will be employed to protect inlets and control flows
19) Does this facility have a Stormwater Pollution Prevention Plan? 0 No ❑ Yes
If yes, when was it implemented? Currently being developed- will be in place in mid -January.
20) Are vehicle maintenance activities (VMA) occurring or planned at this facility? 0 No ❑Yes
If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes
Other/Permitting:
21) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit?
0 No ❑ Yes
If yes, list the permit numbers for all current E&SC permits for this facility:
22) Is your facility subject to Phase II Post -Construction Area? 0 No ❑ Yes
If yes, who is the permitting authority?
23) Is your facility located in one of the 20 Coastal Counties? ❑ Yes 0 No
Is your facility adding more than 10,000 ftz of built -upon area or CAMA Major Permit? ❑ Yes 0 No
24) Is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate piles, drum
rinse -out, or vehicle and equipment cleaning to a stormwater BMP? 0 No ❑ Yes
If yes, please attach your approval from the permitting authority to do so.
25) Does this facility have any other NPDES permits? 0 No ❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
26) Does this facility have any Non -Discharge permits (ex: recycle permits)? 0 No ❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
27) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
❑✓ No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
El No ❑Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
❑✓ No ❑ Yes
d) Type(s) of waste:
How is material stored: _
Where is material stored:
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NCG140000 N.O.I.
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
❑
Check for $100 made payable to NCDEQ.
❑
❑
This completed application and all supporting documentation. See Question 10.
If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR) or
local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138).
I
El
(2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater
r'
outfalls. See Question 10.
❑
A county map or USGS quad sheet with location of facility clearly marked.
28) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a
president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who
performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or
operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter
1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected
official.
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: 1—i4�/�f� C �n4g 31Z•
Title: Regional Operations Manager
Signature of Applicant)
/2. 21 - 16
(Date Signed)
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NCG140000 N.O.I.
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDEQ
Mail the entire package to:
DEMLR - Stormwater Program
Dept. of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DEMLR Regional Office for your area.
DEMLR Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office
... [phone]
Mooresville Office
... [phone]
Raleigh Office ........
[phone]
Washington Office
...[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
f�
�' _.;riCsiriSlc
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SWU-NCG14-NOI Last revised 8/01/2017

Archer Western Construction, LLC
NCG 140000 Application
Question 10 — Narrative description:
Archer Western Construction, LLC [AWC] is requesting coverage under General Permit No. NCG 140000 (GP-
14) from the North Carolina Department of Environmental Quality to erect and operate a temporary concrete
batch plant and job office to further and complete NCDOT Contract No. C204165 - 1-77 Pavement Rehab
Project. The site will begin receiving materials and equipment in February of 2019 and will remain in use
until August of 2021. A Stormwater Pollution and Prevention Plan is currently being completed and will be
implemented in mid -January, 2019.
Site operations will include a working concrete batch plant to batch raw aggregates, cement and admixtures
into mixer trucks. Aggregate bins will be built for the storage of sand and #57 stone for use in the concrete
mixture. Cement and non -hazardous admixtures will be stored in air -tight containers which will directly
convey from the storage container to the batch plant. There will be a settlement basin/washout bay for
mixer trucks to remove residual concrete which will receive daily maintenance to ensure its effectiveness and
capacity. Aggregate haul roads will be constructed for mixer trucks and equipment to traverse in order to
prevent excessive rutting, damage and dust. AWC may utilize water trucks to wet the haul roads for dust
control if necessary.
The yard will also house two temporary premanufactured offices for the construction and NCDOT staff. The
two office trailers will encompass roughly 2,400 sqft and will be connected to the adjacent sewer lines or
have an enclosed septic system therefore not conveying any additional discharge to the site.
The site will also be used to temporarily store non -toxic and non -hazardous construction materials such as
metal Dowels and Rebar. Construction materials will be either stored on wood dunnage, in Connex Storage
containers or in other manners as to keep off the ground.

Archer Western Construction, LLC
NCG 140000 Application
Question 17 - Alternatives analysis supplement:
AWC pursued and researched other opportunities for batching concrete for this project. Existing concrete
batch plants in the area were consulted with the proposition of supplying concrete for the NCDOT 1-77
Pavement Rehab project and it was determined the local batch plants could not meet the production
requirements for the project or did not have the additional capacity from their current daily production.
Batch plants in Mt. Airy and Winston-Salem were also investigated but the haul distance would be cost
prohibitive.
For managing our discharges on the site, AWC investigated using a vault and/or underdrain system but this is
not feasible due to the temporary use of our site. It will be returned to a pre -use condition and all
underground hardware will have to be removed. In addition, the permitting process for installing subsurface
systems is likely to delay the start of construction.
The proposed site, on Messick Road, was chosen because the site has already been leveled in preparation for
future development into a church by the landowner, and this condition allowed for minimal disturbances to
the ground. In addition, the land is zoned industrial in the town of Jonesville and AWC has received zoning
approval to use the land for these operations.