NC0089508_Corrective Action Plan_20240703

PIEDMONT
GEOLOGIC
SMART EARTH SOLUTIONS
July 3, 2024
Ms. Jenny Graznak
Assistance Regional Supervisor
Division of Water Resources — Winston-Salem Regional Office
North Carolina Department of Environmental Quality
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105-7407
RE: Corrective Action Plan for Effluent Total Zinc Compliance
NPDES Permit NCO089508
KIWS Property LLC
2941 Indiana Ave., Winston-Salem, North Carolina
Dear Ms. Graznak:
6003-145 Chapel Hill Rd.
Raleigh, NC 27607
P: 919-854-9700 F: 919-854-9532
www.piedmontgeologic.com
This letter presents a Corrective Action Plan (CAP) for National Pollutant Discharge Elimination System (NPDES)
Permit NC0089508, for the KIWS Property LLC (KIWS) site in Winston-Salem, North Carolina. The CAP is being
submitted in accordance with the Schedule of Compliance, as outlined in Part 1, Section A.2 of permit NCO089508
(issued July 10, 2020). A copy of the NPDES permit is included in Attachment 1. As stated in the permit Schedule
of Compliance, the CAP summarizes actions to be taken to achieve compliance with the total zinc effluent limit
specified by the permit. In addition, this CAP submittal will also serve as the permit -required four-year report to
summarize any actions taken in accordance with the CAP.
Introduction and Background Information
The site location and layout are shown in Figure 1 and 2 (Attachment 2). The site is undergoing groundwater
remediation in accordance with a May 2014 Administrative Agreement between KIWS and the North Carolina
Department of Environmental Quality (NCDEQ), Superfund Section, Inactive Hazardous Sites Branch (IHSB). The
purpose of site groundwater remediation efforts is to control and mitigate a distribution of groundwater chemicals of
concern (COCs), consisting primarily of tetrachloroethene (PCE), originating at the KIWS property on Indiana
Avenue and extending southwest across the Hanes -Lowrance Middle School (HLMS) property and then south into a
residential neighborhood (Figure 2). Groundwater extraction (GWE) wells are currently operating on the KIWS
property, the HLMS property, plus the residential neighborhood area south of the HLMS property.
As -built details for the site GWE&T system are provided in Attachment 3. The GWE&T system (Figure 3) currently
incorporates nine GWE wells (GWE-1, GWE-2s, GWE-2d, GWE-3s, GWE-3d, GWE-4s, GWE-4d, GWE-5s, and
GWE-5d). Eight of the GWE wells are shallow/deep well pairs with well screen and open -hole intervals in
overburden and bedrock, respectively. One shallow/deep GWE well pair (GWE-3s/3d) is in the southern boundary

Corrective Action Plan for Effluent Total Zinc Compliance
KIWS Property LLC
July 3, 2024
area of the KIWS property, three GWE wells (GWE-1 and G)VE-2s/2d) are on the HLMS property, and four GWE
wells (GWE-4s/d and GWE-5s/d) are located in the residential neighborhood area south of the HLMS property.
The GWE wells are equipped with submersible electric groundwater recovery pumps that are sized based on the
results of pumping tests. The groundwater treatment system, and GWE&T-system building, is located in the
southern boundary area of the KIWS property. The GWE&T system, which is sized to treat up to 60 gallons per
minute (gpm) of contaminated groundwater, includes a shallow -tray air stripper for primary treatment of
groundwater entering the system, two 1,500 pound granular activated carbon (GAC) filter vessels for secondary
treatment of groundwater after passing through the air strippers, two banks of bag filters to remove particulate
matter from the groundwater treatment process stream (one upstream and one downstream of the air stripper), plus
transfer pumps, process switches, and associated telemetry/communication components. The GWE&T system
incorporates pressure/vacuum switches and high-level switches that automatically shut the system down in response
to various abnormal operating conditions. An underground piping and power/control system conveys untreated
groundwater from the GWE wells to the groundwater treatment system, conveys treated groundwater from the
treatment system to the permitted discharge point, and supplies electrical power and commands to the submersible
pumps in the GWE wells.
The NPDES permit allows for discharge of treated groundwater effluent to the unnamed tributary of Peters Creek
southwest of the site, via a storm sewer located adjacent to the site along Indiana Avenue. The NPDES permit was
initially issued November 10, 2014. The permit was modified to include a flow -rate limit increase, plus additional
required effluent analyses (including total zinc), and revised monitoring frequencies. The modified NPDES permit
was issued July 10, 2020.
Corrective Action Plan for Effluent Total Zinc Compliance
The NPDES permit specifies a monitoring frequency of once -per -month for total zinc, which has a permit -specified
discharge limit of 185.5 ug/L. Laboratory results of total zinc analysis for effluent samples submitted in accordance
with the NPDES permit are summarized below.
Summary of Monthly Effluent Total Zinc Concentrations
Sample Date
Effluent Total Zinc
Concentration (ug/L)
7/ 1 /2020
20.0
8/13/2020
18.2
9/ 18/2020
20.0
10/22/2020
24.0
11 /24/2020
20.0
12/9/2020
18.8
1/19/2021
25.0
2/9/2021
16.5
3/10/2021
17.8
4/6/2021
18.9
5/5/2021
18.9
6/2/2021
17.5
7/29/2021
79.4
(continued)
PIEDMONT GEOLOGIC, P.C.

Corrective Action Plan for Effluent Total Zinc Compliance
KIWS Property LLC
July 3, 2024
Summary of Monthly Effluent Total Zinc Concentrations (cont.)
Sample Date
Effluent Total Zinc
Concentration (ug/L)
8/ 13/2021
40.0
September 2021
N/A; No Discharge
October 2021
N/A; No Discharge
11 /9/2021
26.5
12/9/2021
<10.0
1/11/2022
25.2
2/ 10/2022
45.0
3/22/2022
23.2
4/5/2022
22.9
5/ 18/2022
19.1
6/ 14/2022
15.4
7/ 12/2022
16.6
8/ 11 /2022
15.4
9/ 15/2022
17.5
10/11/2022
17.5
11 / 16/2022
21.7
12/20/2022
26.0
1 / 10/2023
17.2
2/17/2023
30.5
3/ 14/2023
24.2
4/ 11 /2023
27.9
May 2023
N/A; No Discharge
6/8/2023
24.6
7/11/2023
25.0
8/15/2023
23.4
9/12/2023
27.7
10/3/2023
21.2
11 / 17/2023
17.7
12/13/2023
26.0
1 /9/2024
18.6
2/ 16/2024
16.2
3/15/2024
17.8
4/9/2024
17.4
5/ 14/2024
21.0
6/ 12/2024
16.9
Mean
22.9
Std. Dev.
10.6
Median
20.0
Maximum
79.4
As shown above, total zinc has not been detected at concentrations above the permit -specified limit of 185.5 ug/L in
any of the GWE&T-system effluent samples collected in accordance with the NPDES permit. In addition, the
maximum -detected total zinc concentration (79.4 ug/L) is less -than half that of the permitted limit. Based on these
results, KIWS is already in compliance with the permitted total zinc effluent limit of 185.5 ug/L, and no corrective
actions are required.
PIEDMONT GEOLOGIC, P.C.

Corrective Action Plan for Effluent Total Zinc Compliance
KIWS Property LLC
July 3, 2024
Summary of Year -Three Actions Taken for CAP
As outlined in the NPDES permit Schedule of Compliance, a report must be submitted within four years of permit
issuance, summarizing any actions taken in accordance with the CAP. Total zinc has not been detected in any of the
GWE&T-system effluent samples at concentrations above the NPDES permit limit of 185.5 ug/L. Accordingly, no
corrective actions have been required to achieve compliance with the NPDES permit limit for total zinc.
If you have any questions or would like any additional information, please do not hesitate to call.
Sincerely,
Joitathavv a M u,vph re y
Jonathan D. Murphrey, P.G.
Staff Geologist
cc: Kristin Jarrett, KIWS
Attachments
4
PIEDMONT GEOLOGIC, P.C.

Corrective Action Plan for Effluent Zinc Compliance
KIWS Property LLC
July 3, 2024
ATTACHMENT
NPDES PERMIT NC0089508
PIEDMONT GEOLOGIC, P.C.

DocuSign Envelope ID: 84EE7044-6C00-467D-87F7-AEA82E63767A
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Ms. Debbie Shelton
KIWS Property, LLC
2941 Indiana Aveue
Winston Salem, NC 27105
Dear Ms. Shelton:
NORTH CAROLINA
Environmental Quality
7/10/2020
Subject: Issuance of NPDES Permit NCO089508
Kaba Access Controls (GW-REM Site)
Grade I Physical Chemical WPCS
Forsyth County
Division personnel have reviewed and approved your application for renewal of the subject permit. This permit
renewal is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated
October 15, 2007 (or as subsequently amended).
Please note that monitoring for TCE, PCE and 1, 2-DCE were not included in the draft permit. These parameters
were removed for an April 26, 2016 permit modification to relax monitoring frequency. Review of data had
indicated that these parameters were not detected above practical quantitation limits (PQL). There was no
reasonable potential to exceed water quality standards for these parameters. A January 8, 2018 change of
ownership to KIWS Property LLC inadvertently included these parameters from an earlier version of the permit.
This final permit includes changes from the draft permit previously sent to you on July 24, 2019.
1. Based on review of 126 Priority Pollutants data and additional information received on October 30, 2019
for Total Hardness, the following parameters have been added with limits and monthly monitoring as
indicated below:
EFFLUENT
CHARACTERISTIC
[PARAMETER CODES]
Total Chromium (µg/L)
MONITORING REQUIREMENTS
Monthly Daily Measurement Sample Sample
Average Maximum Frequency Type Location
C0034 Monitor & Report Monthly Composite Effluent
Chromium, Hexavalent (µg/L) 01032 11.0 µg/L 16.0 µg/L Monthly Composite Effluent
Total Copper (µg/L) C0042 11.67 µg/L 16.14 µg/L Monthly Composite Effluent
Total Zinc (µg/L) C0092 185.5 µg/L 185.5 µg/L Monthly Composite Effluent
Total Hardness(mg/L) 00900 Monitor & Report Monthly Composite Effluent
D EQ�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
NoarH c �aouNa �
Dopanmam f Environmental Quality /� 919.707.9000

DocuSign Envelope ID: 84EE7044-6C00-467D-87F7-AEA82E63767A
Ms. Shelton
Page 2 of 2
2. A compliance schedule for the new limits has been added as permit Condition A. (2.). Compliance with
these limits shall commence on May 31, 2024, on the permit expiration date.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you,
you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this
letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to
obtain any other Federal, State, or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Derek Denard at 919-707-3618 or via e-mail at
[e-mail].
Sincerely,
DocuSignedy by:
8328644CE9EB4M ...
S. Daniel Smith
Director, Division of Water Resources
cc: Central Files
ec: NPDES Files [Laserfiche]
WSRO / Jenny Gramak [e-mail]]
Aquatic Toxicology Branch / Hannah Headrick [[e-mail]];
Cindy Moore [[e-mail]]
Kristen M. Jarrett [[e-mail]]
Jonathan Murphrey [e-mail]]
Debbie Shelton [[e-mail]]

DocuSign Envelope ID: 84EE7044-6C00-467D-87F7-AEA82E63767A
NPDES Permit NCO089508
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NEDES)
In compliance with the provisions 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,
KIWS Property LLC
is hereby authorized to discharge wastewater from an outfall located at
Kaba Access Controls (GW-REM Site)
2941 Indiana Avenue, Winston-Salem
Forsyth County
to receiving waters designated as an unnamed tributary to Peters Creek located within the Yadkin Pee -
Dee River Basin in accordance with effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III and IV hereof.
The permit shall become effective August 1, 2020.
This permit and the authorization to discharge shall expire at midnight on May 31, 2024.
Signed this day 7/10/2020
DocuSigned by:
8328B44CE9EB4A1
S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 7

DocuSign Envelope ID: 84EE7044-6C00-467D-87F7-AEA82E63767A
NPDES Permit NCO089508
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of
this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements,
terms, and provisions included herein.
KIWS Property LLC
is hereby authorized to:
1. install and operate a groundwater remediation system to remove chlorinated hydrocarbons and other
contaminants of concern, consisting of
• groundwater recovery wells
• influent piping
• air stripper
• bag filter system
• anti-scalant system
• electronics and controls [including alarms and auto -shutdown devices]
• discharge piping and effluent sample point
located at the Kaba Access Control Groundwater Remediation (GW-REM) System, 2941 Indiana
Avenue, Winston-Salem, Forsyth County, and
2. discharge from said treatment works via Outfall 001, at the location specified on the attached map, into an
unnamed tributary (UT) to Peters Creek [Stream Segment 12-94-12-8], a waterbody currently classified C
within sub -basin 03-07-04 [HUC 030401011305] of the Yadkin Pee Dee River Basin.
Page 2 of 7

DocuSign Envelope ID: 84EE7044-6C00-467D-87F7-AEA82E63767A
NPDES Permit NCO089508
PART I
A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
[I5A NCAC 02B .0400 et seq., 02B .0500 et seq.]
Grade I Physical Chemical Water Pollution Control System [15A NCAC 08G .0302]
During the period beginning on the effective date and lasting until expiration, the Permittee is authorized to
discharge treated wastewater from Outfall 001. Such discharges shall be limited and monitored) by the Permittee
as specified below:
EFFLUENT
MONITORING REQUIREMENTS
CHARACTERISTIC
[PARAMETER CODES]
Monthly
Daily
Measurement
Sample
Sample
Average
Maximum
Frequency
Type
Location
Flow (MGD)
50050
0.0864
Continuous
Recording
Effluent
pH (su)
00400
Not < 6.0 or > 9.0 s. u.
Monthly
Grab
Effluent
Total Chromium (µg/L)
C0034
Monitor & Report
Monthly
Composite
Effluent
Chromium, Hexavalent (µg/L)2
01032
11.0 1,g/L2
16.0 µg/L2
Monthly
Composite
Effluent
Total Copper (µg/L) 2
C0042
11.67 µg/L2
16.14 µg/L2
Monthly
Composite
Effluent
Total Zinc (µg/L) 2
C0092
185.5 µg/L2
185.5 µg/L2
Monthly
Composite
Effluent
Total Hardness(mg/L) 3
00900
Monitor & Report
Monthly
Composite
Effluent
Volatile Organics (EPA 601) 4
78236
Monitor & Report
Quarterly
Grab
Effluent
Chronic Toxicity 5
TGP3B
Monitor & Report
Quarterly
Composite
Effluent
126 Priority Pollutants 4
NCO]
Monitor & Report
Annually
Grab
Effluent
Footnotes:
1. The Permittee shall submit Discharge Monitoring Reports electronically using NC DWR's eDMR application
system. See Special Condition A. (4).
2. Compliance with this limit shall commence on May 31, 2024, on the permit expiration date. See Compliance
Schedule Condition A. (2).
3. Effluent hardness sampling should be performed in conjunction with sampling for hardness dependent metals
(Copper, Zinc).
4. For the eDMR, any detections shall be reported by entering "1" [Yes (Y) =1] and no detection shall be
reported by entering "0" [NO (N) = 01. Any detections for Volatile Organics (EPA 601) shall be noted in the
comments section by noting the compound detected and the reported concentration. Laboratory reports shall
be kept on file in accordance with records retention requirements found in Part II. Section D. 6.
5. Chronic Toxicity - Whole Effluent Toxicity (WET) testing using Ceriodaphnia dubia, P/F @ 90 %; during
the months of January, April, July, and October [See section A. (3.)].
Conditions:
• Each effluent sample event shall accurately represent the physical and chemical character of the discharge.
Page 3 of 7

DocuSign Envelope ID: 84EE7044-6C00-467D-87F7-AEA82E63767A
NPDES Permit NCO089508
A. (2.) SCHEDULE OF COMPLIANCE (OUTFALL 002)
[G.S. 143-215.1(b)]
1. Within one year from the effective day of the permit the Permittee shall submit to the Division of Water
Resources a Corrective Action Plan summarizing the actions to be taken to achieve compliance with Total
Zinc limits at Outfall 001 and a schedule of activities to implement the Plan.
2. Within two years from the effective date of the permit submit a report to the Division summarizing actions
taken in accordance with the Corrective Action Plan.
3. Within three years from the effective date of the permit submit a report to the Division summarizing actions
taken in accordance with the Corrective Action Plan.
4. Within four years from the effective date of the permit submit a report to the Division summarizing actions
taken in accordance with the Corrective Action Plan.
5. Within five years from the effective date of the permit submit a report to the Division summarizing actions
taken in accordance with the Corrective Action Plan.
6. Achieve compliance with Total Zinc limits specified in Section A. (2.) by May 31, 2024.
Upon approval of the Corrective Action Plan by the Division, the report and actions become an enforceable part
of this permit. Any modifications to the schedule shall be requested to the Division at least ninety (90) days
before the deadline. Modifications to the schedule in excess of four months will be subject to public notice.
A. (3.) CHRONIC TOXICITY PASS/FAIL - MONITOR QUARTERLY
[15A NCAC 02B .0500 et seq.]
The Permittee shall conduct quarterly chronic toxicity tests using test procedures outlined in the "North Carolina
Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December 2010, or subsequent versions.
The effluent concentration defined as "treatment two" in the procedure document is 90 %. The testing shall be
performed as a Ceriodaphnia dubia 7-day pass/fail test. The tests will be performed during the months of
January, April, July and October. These months signify the first month of each three-month toxicity -testing
quarter assigned to the facility. Effluent sampling for this testing must be obtained during representative effluent
flow, and shall be performed at the NPDES permitted effluent's final discharge point below all treatment
processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP313.
Additionally, DWR Form AT-1 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section no later than 30 days after
the end of the reporting period for which the report is made.
Page 4 of 7

DocuSign Envelope ID: 84EE7044-6C00-467D-87F7-AEA82E63767A
NPDES Permit NCO089508
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required,
the Permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the
facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No
Flow" in the comment area of the form. The report shall be submitted to the Water Sciences Section at the address
cited above.
Should the Permittee fail to monitor during a month in which toxicity monitoring is required, then monthly
monitoring will begin immediately. Upon submission of a valid test, this monthly test requirement will revert to
quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Resources indicate potential impacts to the receiving stream, this permit may be re -opened and modified to
include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.
A. (4.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[NCGS 143-215.1 (b)]
Federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and program reports.
The final NPDES Electronic Reporting Rule was adopted and became effective on December 21, 2015.
NOTE: This special condition supplements or supersedes the following sections within Part II of this permit
(Standard Conditions for NPDES Permits):
• Section B. (11.)
• Section D. (2.)
• Section D. (6.)
• Section E. (5.)
Signatory Requirements
Reporting
Records Retention
Monitoring Reports
1. Reporting Requirements [Supersedes Section D. (2.) and Section E. (5.) (a)1
The permittee shall report discharge monitoring data electronically using the NC DWR's Electronic
Discharge Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and submitted
electronically using eDMR. The eDMR system allows permitted facilities to enter monitoring data and
submit DMRs electronically using the internet. The eDMR system may be accessed at:
https://deq.nc. gov/about/divisions/water-resources/edmr.
Page 5 of 7

DocuSign Envelope ID: 84EE7044-6C00-467D-87F7-AEA82E63767A
NPDES Permit NC0089508
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility being
physically located in an area where less than 10 percent of the households have broadband access, then a
temporary waiver from the NPDES electronic reporting requirements may be granted and discharge
monitoring data may be submitted on paper DMR forms (MR 1, 1.1, 2, 3) or alternative forms approved by
the Director. Duplicate signed copies shall be submitted to the following address:
NC DEQ / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
See "How to Request a Waiver from Electronic Reporting" section below.
Regardless of the submission method, the first DMR is due on the last day of the month following the
issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
Starting on December 21, 2020, the permittee must electronically report the following compliance
monitoring data and reports, when applicable:
Sewer Overflow/Bypass Event Reports;
Pretreatment Program Annual Reports; and
Clean Water Act (CWA) Section 316(b) Annual Reports.
➢NPDES Electronic Reporting Rule — Phase 2 Extension. EPA is proposing to extend the Phase
2 deadline from December 21, 2020 until at least December 21, 2023. The current compliance
date will be extended if the implementation date is extended as a final regulation change in the
federal register.
The permittee may seek an electronic reporting waiver from the Division (see "How to Request a Waiver
from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(1)(9), the permittee must identify the initial recipient at the time of each
electronic submission. The permittee should use the EPA's website resources to identify the initial recipient
for the electronic submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities means the entity (EPA or
the state authorized by EPA to implement the NPDES program) that is the designated entity for receiving
electronic NPDES data [see 40 CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic reporting tool for each type of
electronic submission and for each state. Instructions on how to access and use the appropriate electronic
reporting tool will be available as well. Information on EPA's NPDES Electronic Reporting Rule is found at:
https://www.federalre ig ster.gov/documents/2015/10/22/2015-24954/national-pollutant-discharge-elimination-
system-npdes-electronic-reporting-rule
Electronic submissions must start by the dates listed in the "Reporting Requirements" section above.
Page 6 of 7

DocuSign Envelope ID: 84EE7044-6C00-467D-87F7-AEA82E63767A
NPDES Permit NC0089508
3. How to Request a Waiver from Electronic Reporting
The permittee may seek a temporary electronic reporting waiver from the Division. To obtain an electronic
reporting waiver, a permittee must first submit an electronic reporting waiver request to the Division.
Requests for temporary electronic reporting waivers must be submitted in writing to the Division for written
approval at least sixty (60) days prior to the date the facility would be required under this permit to begin
submitting monitoring data and reports. The duration of a temporary waiver shall not exceed 5 years and
shall thereupon expire. At such time, monitoring data and reports shall be submitted electronically to the
Division unless the permittee re -applies for and is granted a new temporary electronic reporting waiver by the
Division. Approved electronic reporting waivers are not transferrable. Only permittees with an approved
reporting waiver request may submit monitoring data and reports on paper to the Division for the period that
the approved reporting waiver request is effective.
Information on eDMR and the application for a temporary electronic reporting waiver are found on the
following web page: hgp:Hdeq.nc.gov/about/divisions/water-resources/edmr
4. Signatory Requirements [Supplements Section B. (11.) (b) and Supersedes Section B. (11.) (d)1
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II, Section
B. (11.)(a) or by a duly authorized representative of that person as described in Part II, Section B. (11.)(b). A
person, and not a position, must be delegated signatory authority for eDMR reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user account and
login credentials to access the eDMR system. For more information on North Carolina's eDMR system,
registering for eDMR and obtaining an eDMR user account, please visit the following web page:
httD:Hdea.nc. gov/about/divisions/water-resources/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make the
following certification [40 CFR 122.221. NO OTHER STATEMENTS OF CERTIFICATION WILL BE
ACCEPTED:
"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. "
5. Records Retention [Supplements Section D. (6.)]
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions. These
records or copies shall be maintained for a period of at least 3 years from the date of the report. This period
may be extended by request of the Director at any time [40 CFR 122.411.
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'
Peters Creek
(flows southwest)
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PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically. Composite
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
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(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWR or "the Division"
The Division of Water Resources, Department of Environmental Quality.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
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Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Resources.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
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imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent
violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by
imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than
15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a
person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part H.C.4), "Upsets" (Part II.C.5) and "Power Failures"
(Part II.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)].
9. Dpty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date, the Permittee shall submit such information, forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration, or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, 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, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where 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 [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity, such as the position of plant manager, operator of a well or well field,
superintendent, a position of equivalent responsibility, or an individual or position having overall
responsibility for environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or
together with any reports, information, or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
"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. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 02H .0100; and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201]:
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class II, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the Permittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II.E.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof [40 CFR 122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of
water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority [40 CFR 122.41(j)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1. 1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein, shall be submitted to the following address:
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NC DEQ / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908) or visit https:Hdeq.nc.gov/about/divisions/water-resources/water-
resources-data/water-sciences-home-page/laboratory-certification-branch for information regarding laboratory
certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to NCGS
143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section
304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
5. Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Pennittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
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These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
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particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Repo
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II.E.5 and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part II.E.6. of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information [40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
10. Availabilityports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
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of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215. 1 (b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than
$25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that primarily collect or treat municipal or domestic wastewater and have
an average annual flow greater than 200,000 gallons per day shall provide an annual report to the Permit Issuing
Authority and to the users/customers served by the Permitee (NCGS 143-215.1C). The report shall summarize the
performance of the collection or treatment system, as well as the extent to which the facility was compliant with
applicable Federal or State laws, regulations and rules pertaining to water quality. The report shall be provided no
later than sixty days after the end of the calendar or fiscal year, depending upon which annual period is used for
evaluation.
The report shall be sent to:
NC DEQ / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394], no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of
any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 µgfl;
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [I 5A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that [15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (1047)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 (b)(8) of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements. Terms not defined in Part II or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [I 5A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
2. Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts ILD and II.E.5.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
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enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906(b)(4)]
Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all Significant Industrial Users, permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The
Permittee shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits
from all LUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .0909, .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtQ is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
215.1(a)(8)]
7. POTW Inspection & Monitoring of their IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SIU permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e); and
c. At least once per year, document an evaluation of any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2), and either continue or revoke the designation as non-
significant.
8. IU Self Monitoring and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 15A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2) and 40 CFR 403.12]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA (40 CFR 405 et. seq.), prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909, specific local limitations, and other pretreatment
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [15A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under 15A NCAC 02H .0904 (b) may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR) describing its pretreatment activities over the previous calendar year to the Division at the following
address:
Version 1110912011.2

DocuSign Envelope ID: 84EE7044-6C00-467D-87F7-AEA82E63767A
NPDES Permit Standard Conditions
Page 18 of 18
NC DEQ / Division of Water Resources / Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c. Significant Non -Compliance Report (SNCR)
A list of Industrial Users (IUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These
analytical results must be reported on Industrial Data Summary Forms (IDSF) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice of
IUs in SNC, a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered SIUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (Ns) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keep
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [ 15A
NCAC 02H .0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [I 5A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
Version 1110912011.2

Corrective Action Plan for Effluent Total Zinc Compliance
KIWS Property LLC
July 3, 2024
ATTACHMENT 2
FIGURES
PIEDMONT GEOLOGIC, P.C.

O
N O
8
W E j
S
_�
95D' tie ��EF-RD = �
CRAFT DR Alcr»»�rh
DON AVE OVO�
10�
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W M � 'i' 3
> > Q Q
9�0 Q '3 V H
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i Station
Le 7iCFork
NTARIO ST
52
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1S EFIRD ST 0
950 ' �� BUTTERFIEL
N
t; Moni view 1Jo i
W 3
V
)R 5000 ~
_ KIWS Property LLC �.
h 1
REYNOLDSBLVD rc[nw� +�-•- �$
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p WoodlandCem > © Smith
Reynolds.
31ND ST W o
32ND ST W c
Auport I
y s EA RCHI�D R o f
c` so D
0
p-` eAl.r� v s Bon Aix �� s�
a �� DEACON BLVD - ¢ Q 8 905_�Q
< —Oddr
W > S 9Ap Fell
v Cemw 'i z
c
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o Brookwood
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W Z­H ST E 27TH ST Z \9'0 /l\J
S� z BOn Alr GEg26TH ST F = SmrthJ
pp< 31 w < I E 25TH ST = Q 9Rey Holds
00 - f
a 251N ST ti a q50 / 52 z Airport
Z4TH ST L 2,
W 23RD ST ro W lvorth Winston E-23RD ST o
o 7-I E 22ND•STj p 4 d Te
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ss 9' w Do �� E2ISTST o >� gO,NEN
W 20TH ST .,Z o V� m IPJ Q (r 850—
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< o E 17TH ST a n
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\' W E 16TH ST a z BOOKER ST
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t K -0O0 CIE)
.
ti W 14TH'ST 3 - LU E 14TH dT �p
o z V
I ��0
WV13TH ST 1M1 P1W BLVD NW BLVD Q
W 12TH r
o j �Q� ap0
5 E 12TH L%
W
o �.J
~ 0 9 a 5( E 11 THST ��ro
t ro DD `l—
t E40TH ST F
C I- ll
� G JR DR N MARTIN L�Th'F Evergreen Cem
z N M,,RTIN LUTHER'KINW R311 p
-
SALEM
PIEDMONT0 1000 2000 3000 4000 FIGURE I
SITE LOCATION MAP
GEOLOGIC Scale (feet)
KIWS Property LLC
Data Sources: USGS US Topo 7.5-min maps for Winston-Salem Winston-Salem, NC
SMART EARTH SOLUTIONS West, Winston-Salem East, Rural Hall, and Walkertown (2019).

N �4 • ,
`
IA
v
J
Wastewater treatment r.
building
Courtyard
b,, �t-P
Former foundry
location �
i ,
Former baghouse 2•„
(foundry baghouse)
location
Asphalt parking
f Former baghouse 1
(foundry baghouse)
location
Southern side
yard
s
! F i
Southern boundary-
�- area r
7.
._
r t �,•
3
r KIWS
Property lme
t I v
X� / a � _ it _- _. _. _ lx fr�� •r� ' _ ,f NM .l�
e f �
• r
,�a >
i FIGURE 2
FACILITY FEATURES
KIWS Property LLC
~ f
'` 0 100 200 300 400 500 Winston-Salem, NC
CLIENT:KIWS
PIEDMONT
PROJECT #: 2110
._ Scale (feet) GEOLOGIC DRAWING DATE: 3/11/21
}y _° DRAWN BY: JDM
I.
r DATA SOURCE: North Carolina
SMART EARTH SOLUTIONS O thoimagery Program, 2014.

Corrective Action Plan for Effluent Total Zinc Compliance
KIWS Property LLC
July 3, 2024
ATTACHMENT 3
GWE&T SYSTEM AS -BUILT
CONSTRUCTION DRAWINGS
PIEDMONT GEOLOGIC, P. C.

Groundwater Extraction and Treatment System:
As -Built Construction Details
KIWS PropertyLLC
(FormerlyKaba Ilco Corporation)
2941 Indiana Avenue
Winston-Salem, North Carolina
First Edition: January 2015
Second Edition: January 2019
Prepared For: Prepared By:
KIWS Property LLC Piedmont Geologic, P.C.
2941 Indiana Avenue 6003-145 Chapel Hill Road
Winston-Salem, North Carolina 27105 Raleigh, North Carolina 27607
Phone: [phone]
Fax: [phone]
Sheet
Sheet Title
Sheet
Sheet Title
Sheet
Sheet Title
E-1
Site Location Map
E-21
Terminal Definitions
E-2
Site Map
E-22
Intrinsic Terminals
E-3
Groundwater Extraction and Treatment System Layout
E-23
Main Control Panel Layout
E-4
Piping Cross Sections
E-24
GWE-1 Controls (1 of 2)
E-5
Piping Elevation Cross Section Locations
E-25
GWE-1 Controls (2 of 2)
E-6
Pipe Elevation Profile - Part 1
E-26
GWE-1 Control Panel Layout
E-7
Pipe Elevation Profile - Part 2
E-27
GWE-4S & 4D Controls (1 of 2)
E-8
Pipe Elevation Profile - Part 3
E-28
GWE-4S & 4D Controls (2 of 2)
E-9
Pipe Elevation Profile - Part 4
E-29
GWE-4S & 4D Terminals
E-10
Groundwater Treatment System Building Layout
E-30
GWE-4S & 4D Control Panel Layout
E-11
Well and Remote Control Panel Details: GWE-1
E-31
GWE-5S & 5D Controls (1 of 2)
E-12
Well Details: GWE-2S, 2D, 3S, 3D, 4S, 4D, 5S, 5D
E-32
GWE-53 & 5D Controls (2 of 2)
E-13
Well and Enclosure Details. GWE-4S, 4D, 5S, 5D
E-33
GWE-5S & 5D Terminals
E-14
Carbon Vessel Manifold Operations
E-34
GWE-5S & 5D Control Panel Layout
E-15
Power Distribution Diagram
E-16
Main Control Panel Schematic (1 of 3)
E-17
Main Control Panel Schematic (2 of 3)
E-18
Main Control Panel Schematic (3 of 3)
E-19
Communication/Networking
Current
Date
1/14/19
Cadd
Filename
COVER.dwg
E-20
Low Voltage Terminals

\ *�
Former IMC/ �• '\ /
Royster-Clark/ \
Agrium USA '\\
Fertilizer Plant +
I MW-17�� I
❑ MW-11 # Courtyards+
❑ area \
D
MW-16 �� + I
S' DMW-28 +\
,o � MW-23•
Waste DMW-31
FLUd W
MW-13 '�y M-10 Management \
th
1 0 - I� = o.== OO MW 8 \.
MW-6 \ y
I �iMWA \ Z*
LY =Y�Y—� MW-2��+� MW- 5
-MW-18 �� I DMW-29
MW-7 ,
.DMW-37 MW-14� M .-24
o I I DMW 27 • GWE-3d, MW-3• \' KIWS Property Line
11 DMW-32 MW 19 GWE-3s MW-4 Southern
•
CO3
p o ( + •
0 Lowrance `� T \ Y
o iddle School • El NCDOT Side Yard
JL j MW-20 Site 54
1 I� Southern MW-25
0 1 IMW-36— GWE-2s Boundary Are \� • \
D ❑ 1 it DMW-39 • ®WE-2d Y MW-21
1 it Fi idd QO MW-22
u _
S ormwater di ch/ li S ho I G°
intermittent rgek 11
0
II If ❑ Y� Storage ` a
MW-40 DMW-33
❑ DMW-38 uG 1 \ ` o /
--MW-35_ L___=_-----�MW-26 ------ �CD
28th t - -
it III}LD i❑Q GWE4s Q� 11 it❑
0 0 GWE-4d li io ❑ v°�
nderground ditch/ n ° Cl
❑❑ tcreek culvert MW-42 ClMW 41M:B it I 7 2
o o /
Q n o II ❑
F11li GWE-5d ID
�o 11 ❑ �❑ ❑fG
❑ ❑ Finn u
Stree r = = J MW 49 MW 45 W-eirE-Ss- - - _ 0
LJDMW 44 MW 43 - _ _ = i DM=-34 ❑
li LJ MW-30
i n ❑ lJ
❑ i
II II c
❑ MW-46
n u ElLMW-5011 ❑ ❑ rMW-51 Tlpqpuff
❑ ❑ ❑ Ditch/ creek enters pond from ❑ ❑
0 underground culvert (approximate)
0 ❑
o O ❑ � ❑0 3m O
F
D W-48 CID �I Q c
CD E�T
CD
Q
24th Street 2W-47
Ditch/ creek discharge from pond in
d ❑ DitcN c,�k ex is Culvert ❑ MW-52 underground culvert (approximate)
0 0 ❑ DMW-54
El
❑ ❑
o
MW-53 �
Dr ❑ DMW-55 reek tributary of Peters
cleaner �� ❑ Creek); perennial
ED ❑ ❑
❑ 0 ED
O,eo�e 1st tree
�P
0
Gee ❑
Scale (ft.)
0 350' 700'
PIEDMONT Gauging Date:
GEOLOGIC Drawing Date:
1/14/19
ACAD File:
LEGEND SMART EARTH SOLUTIONS Fig E-2.dwg
MW-1 Designed:
0 Groundwater monitoring well
Site Map
MWo 19 Decommissioned monitoring well PD
T. r ien • Project o.:
GWE-1 M Groundwater extraction well PD KIWS Property LLC 1904
Checked: Location: 2941 Indiana Avenue Figure:
PD Winston-Salem, North Carolina E-2

a I
LI
W-st—on.
I
l.J
D
m
c
m
S\\wate BMW-7 Discharge Line
Catch �\�\\\� w MW 14 to Stormwater
asin \DMW-37 • w O 1- Catch Basin
A ��
d^Fi DMW-27 O. \ Groundwater
L
arking 09 GWE-3d\\g Treatment MW-3�
AS/S�V GWE-3s System
stem
y\ tt�,
\ J1
•MW-4
Lowrance
Middle School
MW-20 4
C�
\`.`n
/�{/
OO
GWE-2d A BBB' `
GWE-2s�_ J]J3
DMW-39• A'
X
M W-22
C
C'
tO t
ntGrass
tt
S
Parking er
L
J6 pJ8. DMW-38 GWE 1
> T --- MW-35 J7 \ C
28th Street
ID611'I
0
ME
LEGEND
FIF'
bd
_ Xi,
I
I
GWE-4s i
I
GWE-4d
I
W
� 1
T::R
91 C]
DMW-44 MW-43
•
ICE
I I I
I I I
I I LI
I I �—
I 1
I I
I
461
r �
El
I I
I I
I I
I
L� I
MW-51
GWE-1®
GWE well
J1 ❑
Remediation piping/ conduit
junction box
MW-1
Monitoring well
Remediation piping/conduit
installed in directional boring
Remediation piping/ conduit
installed in trench
Piping trench cross section (see
A A'
as-builts sheet E-4)
o[ Q
Grass
J4
_0
I
W-341
MW-30
NCDOT Site 54
i
�x �d
` `00
IW-21
I
I
I
Grass
I
I
I
I
I
II
DMW-33 // i � Stc
25th Street
---
I I
LF
Scale (ft.)
0 200'
400'
Gauging Date:
PIEDMONT
Drawing Date:
GEOLOGIC
1/14/19
ACAD File:
SMART EARTH SOLUTIONS
Fig E-3.dwg
Designed:
Groundwater Extraction and Treatment
System Layout
PD
Detailed:
Client:
Project No.:
KIWS Property LLC
1904
PD
Location: 2941 Indiana Avenue
Figure:
[CheokeT
Winston-Salem, North Carolina E-3

1.25" diameter SR-11 HDPE
voltage conduit
Native Soil
#10 trace wire
1.25" diameter SR-11 HDPE
2" diameter
high voltage conduit
schedule 80 PVC
Watvelow
2" diameter SR-11 HDPE Pipe
#10 trace wire(outer
containment for 1"
diameter groundwater pipe)
See
1"diameter SR-11 HDPE
notes
groundwater pipe
Section E-E'
Section A -A'
m
1.25" diameter control conduit
1.25" diameter leak sensor
CO
Native Soil
#10 trace wire
>conduit
1.25" diameter SR-11 HDPE
diameter
future use conduit
future
2" diameter SR-11
groundwater pipe
HDPE recovery line
3" diameter SR-11 HDPE pipe as
8" diameter
#10 trace wiouter
containment for 1.25"
directional boring
3" diameter SR-11 HDPEg
grediameter
groundwater pipe GWE-1
p p ( )
Native Soil
groundwater pipe1.25"
diameter SR-11
(GWE-4S/4D/5S/5D)HDPE
high voltage conduit
diameter SR-11 HDPE
Section F-F'1.25"
diameterroundwater
pipe
SR-11 HDPE"
diameter SR-11 HDPE Pipe
low voltage conduuter
containment for 1"
iameter groundwater pipe)
Section B-B'
w
Notes:
a>
�p
1.25" diameter control conduit
Native Soil
1. Boring diameter to equal minimum 150% of
1.25" diameter leak sensor
bundle diameter.
conduit
2. Bundle diameter to be determined in field.
3" diameter SR-11 HDPE pipe as
#10 trace wire
outer containment for 1.25"
diameter groundwater pipe (GWE-1)
3" diameter SR-11 HDPE
groundwater pipe
1.25" diameter SR-11 HDPE
(GWE-4S/4D/5S/5D)
Native
groundwater pipe
See Notes
Soil
c
E
N
#10
Asphalt to match
existing
18" min.
Section D-D'
1.25" diameter SR-11 HDPE
low voltage conduit
1.25" diameter SR-11 HDPE
high voltage conduit
2" diameter SR-11 HDPE Pipe
(outer containment for 1"
diameter groundwater pipe)
1" diameter SR-11 HDPE
groundwater pipe

CD ❑
MW_40
M W-50
:Dun
❑ II
LEGEND
GWE-11B GWE well
l
S 0 movate �M Discharge Line
Catch �\�\\\r MW 14 to Stormwater
asin \DMW-37 •
DMW-27 Catch Basin
D \ Groundwater
+
Parking 9 AS/i� GWE-3d \ Treatment MW-3�
ystem GWE-3s \\ System
D:W-32 �+ \ J1
•MW-4
+ /
Lowrance
Middle School MW-20 / NCDOT Site 54
J2J
�\
MW-36 w W.k
`
GWE-2s�---- DMW-39•GWE-2d J3 01.
fx fi =x
MW-22 �d
apes OO /
choo
DGrass
CDGrass `
c
J4 x Grass
m
Parking enms our s
B
J6 GWE-1
e I YL
DMW-38 /" r
DMW-33 St(
J8 MW-35 Z P --- Z. J5 MW-26
❑Q I d
I GWE-4s
GWE-4d
I
W � 1
L
J9 \
Q❑ GWE-5d 1 p 4
GWE-5s
IMW-44 MW-43
•
L_J__
I �
I
I �
r �
� I
M W-51
25th Street
d
D
D
U
W-34'
MW-30
RE
0
Scale (ft.)
0 200' 400'
J1 El
Remediation piping/ conduit
Gauging Date:
junction box
PIEDMONT
MW-1
Monitoring well
Drawing Date:
•
GEOLOGIC
%SMART
1/14/19
Remediation piping/ conduit
ACAD File:
_--_
installed in directional boring
EARTH SOLUnONS
Fig E-5.dwg
Remediation piping/ conduit
Designed:
Piping Elevation Cross Section Locations
installed in trench
PD
Piping elevation cross section (see
etai Me:
Client:
KIWS Property LLC
Project o.:
1904
X X'
sheets E-6 and E-7)
PD
Checked:
Location: 2941 Indiana Avenue
Figure:
PD
Winston-Salem, North Carolina
E-5

974
0
CU
U
U)
N
U
a)
0
0
J1
964 \ Legend
\�\
J2 Existing surface elevation
\`�� ---- Remediation piping/ conduit elevation
954
944
Cross Section U-U'
974
0
974
GWE-2S
964 964
m
J2 CU
J3 J3
U_
>
954 954
Cross Section V-V' Cross Section W-W'
974
Horizontal Scale (ft.)
964 0 30' 60'
J3
954
_---------- -�
Cross Section X-X'
J4

974
0
964
J5
a�
� GWE-1
U
C/) _
954
944
Cross Section Z-Z'
974
0
u 964
J5
J4
U
CO
m �_---------------- Legend
/"
954
> — �`-----------------
944
Cross Section Y-Y'
Horizontal Scale (ft.)
30' 60'
Existing surface elevation
---- Remediation piping/ conduit elevation

964
0
cc
U
CO
U
a�
0
J7
954 ----- _ -�-
GWE-4SAD
/.-----------
944
934
964
J7
954
Cross Section A -A'
944
J8
934
Cross Section B-B'
Legend
Existing surface elevation
Remediation piping/ conduit elevation
Morizontal Scale )
30' 60'

944
0
a�
U
U)
75
U
L
m
0
a�
U
(0
U
m
W.
934
924
914
924
J9
GWE-5S/5D
914
904
894
Cross Section D-D'
Cross Section C-C'
Legend
Existing surface elevation
---- Remediation piping/ conduit elevation
Horizontal Scale (ft.)
30' 60'

1. MET LISTED
YES
2. DEADFRONT
NO
3. VOLTAGE
230
4. PHASE
3
S. AUTO RESTART
YES
6. BREAKERS IN PANEL
YES
7. HOUR METERS
YES
8. AMP METERS
NO
9. HOA AND RESET BUTTON
REPRESENTED VIRTUALLY ON
HMI
11. PLC
SIEMENS S7.1200 W/ COLOR HMI
12. 7/24 TIMER
PLC TO DO IF NEEDED
13. SURGE PROTECTOR
YES
14. PHASE MONITOR
YES
15. PANEL TRANSFORMER
IF NEEDED
16. FAN IN PANEL
NO
17. TELEMETRY
BY PLC
18. AUTODIALER
BY PLC
19, BATTERY BACKUP
YES - CYBER POWER 825VA
20. ROUTER PACKAGE
YES-CRADLEPOINT
BUILDING
10' X 32' WOOD BUILDING
3/4" PLYWOOD FLOOR
PAINTED EXTERIOR WITH T1-11 PANELS
CONTROL ROOM IS GENERAL CLASSIFICATION
PROCESS ROOM IS RATED FOR CLASS 1, DIV. 2 HAZARDOUS LOCATION
32'
BACKWASH
DISCHARGE
ANTI
DISCHARGE
GENERAL NOTES:
AIR STRIPPER DISCHARC
PRIM IS TO PROVIDE AN INDOOR VENT DUCT COVER
ALL MAG FLOW METERS WILL HAVE APPROPRIATE PIPE LENGTHS BEFORE AND AFTER FOR ACCURATE READINGS
EACH MAG FLOW METER WILL HAVE A REMOTE READOUT FOR INSTANTANEOUS FLOW
CARBON VESSELS ARE INTERCONNECTED WITH HOSE FOR EASE OF REMOVAL
THE MAG METERS WILL BE TOTALIZED WITH A RELAY OUTPUT TO THE PLC. THE TRANSMITTER WILL SEND A 4-20
mA SIGNAL TO THE PLC ALSO FOR INSTANTANEOUS FLOW. THERE WILL BE A REMOTE DISPLAY FOR EACH MAG
METER AT THE INLET MANIFOLD FOR INSTANTANEOUS FLOW. THE HMI WILL SHOW BOTH INSTANTANEOUS AND
TOTALFLOW.
INLET PLUMBING TO THE CARBON MANIFOLD WILL BE OVERHEAD TO ALLOW ROOM FOR FUTURE FILTRATION
DRAIN LINE FROM BAG FILTER DRAINS TO PUMP SUCTION
ANTISCALANT FEED LINE
✓C TEES SCH 80
- UNION SCH 80 PVC BALL VALVE
-T TEE
2551 MAG FLOW METER WITH
- DISPLAY TRANSMITTER
OUNT PRESSURE GAUGE, 0-100 PSI
PORT W/ J' BALL VALVE
! UNION SCH 80 PVC BALL -STYLE CHECK VALVE
DWYER 628-10
CEILING
FLOOR

6' chainlink security
fence with 36" mang
3:1 slol
6" abo\
Groundwater Pump
GWE Well
GWE-1
New 240V 100A service -
with pole, meterbase and
disconnect
45
3" Aluminum
Channel
30 A
DISCO .T
Control
� R Panel
1 11-11I 11 111 111-111 111-11 i
11 °=111=III=III=III=III=III=1
=1 I I • I 1 11 1 11I 1=1I 1=1 I1=1 I1=1I 1=1 I� I-
1=1 °° =1 11=1 11=1 11=1 11=1 11=1 11=1 I 7.I_
N III 1III—III 1 1=1 1=1 1 1 1 1 -
1111 °•° '. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1111 °.. '. 1I-
II-
=1I-
I � 1=1 . 1=1 � 1=1 11=111=111=111=1 11= 1 I 1
� IIII—III IIIIIIIIII I I I-
11=1 IIII1 I I=1 I I1 I I1 I I=1 I Ii I i—
Remote Control Panel
tails
Total depth = 113 ft below grade
Screen Interval = 33 - 113 ft below grade
Well screen/casing material = 6" I.D. Sch 40 PVC
Screen -slot size = 0.010 inch
GWE pump intake depth = 105 ft below grade
NOTES:
1. Stanchion will be made of aluminum.
2. Stanchion legs will be 84" tall.
Control Panel
Variable Frequency Drive
3" Aluminum Channel
1.25" Incoming Conduits
1" Conductivity Probe Conduit
1" Pump Power Conduit
Concrete
M M

M
e
1 slope vault
above grade
1" HDPE
3" HDPE M
1.25" HDPE
2" HDPE
Washed stone
t 6" �� — 36" � 6"
Junction (J1-J6)
6" 36" �� 6"
Junction (J7)
i18"�
Junction J8 & A (future -use HDPE conduits)
Notes:
1. Continuous sweep for 1 inch and 1.25 inch diameter recovery lines.
2. 2 inch and 3 inch containment piping daylight in vault
3. 2 inch concrete cover bottom of vault.
Junction box and recovery well vault elevations on Hanes-Lawrance Middle School property:
VAULT ELEVATION
J-2 961'
J-3 961'
J-4 962'
J-5 962'
GWE-2S 963.5'
GWE-2D 963.5'
rete lid
Native soil
1.25" dia. HDPE conduits
(for future use)
Washed stone
L4 X L4 X L4 loct
lift assist vault
Waterproo
with discor
switch
GWE-4s/
VE-4d
Washed stone
GWE Well Detail
GWE-2S, GWE-2D, GWE-3S, GWE-3D
(Typical)
Well Construction Details
Well I.D.
GWE-2s
GWE-2d
GWE-3s
GWE-3d
Total depth (ft below grade)
65
183
82
183
Screen Interval (ft below grade)
35-65
52-82
Well screen/casing material
6" I.D. Sch 40 PVC
6" I.D. Sch 40 PVC
Screen slot size (inches)
0.010
0.010
Open -hole interval (ft below grade)
65-183
82-183
Surface -casing interval (ft below grade)
0-65
0-82
Surface -casing material
6" I.D. carbon steel
6" I.D. carbon steel
1.25" HDPE 90
1.25" brass union
1" HDPE
1.25" Brass gate valve
Transition fitting
3" HDPE
;ontainment
1.25" HDPE conduit
1.25" HDPE power
Recovery Pipe

2" dia. king
nipple
2" dia. hose
clamps
300 watt
heater
2" dia. flexible
hose
2" dia. hose
clamps
2" dia. king
nipple
3" dia. NPT x HDPE
transition fitting
3" dia. HDPE—
recovery line
Spare 1.25" —
dia. HDPE
conduit
1" dia. brass
2" dia. king
swing check valve
nipple
2" dia. hose
Pressure gauge
clamps
Sample port
300 watt
Signet 3-2551-PO-11
heater
2" dia. flexible
1" dia. hose barb
hose
1" dia. HDPE
2" dia. hose
recovery hose
clamps
Pump power
2" dia. king
cable
nipple
Concrete
3" dia. NPT x HDPE
pad
transition fitting
3" dia. HDPE—
recovery line
Spare 1.25" -
-6" dia. well
dia. HDPE
conduit
Groundwater
pump
GWE-4s
GWE-4d
GRUNDFOS SE
GRUNDFOS SE
1OE-11 0.75 HP
10E-14 1.0 HP
230V 3 PH
230V 3 PH
GWE-4S/ GWE-4D Enclosure
— 1 " dia. brass
swing check valve
—Pressure gauge
—Sample port
—Signet 3-2551-PO-11
—1" dia. hose barb
—1" dia. HDPE
recovery hose
Pump power
cable
Concrete
pad
dia. well
Groundwater
pump
GWE-5s
GWE-5d
GRUNDFOS SE
GRUNDFOS SP
10E-14 1.0 HP
10E-19 1.5 HP
230V 3 PH
230V 3 PH
GWE-5S/
GWE-5D
Enclosure
Well Construction Details
Well I.D.
GWE-4s
GWE-4d
GWE-5s
GWE-5d
Total depth (ft below grade)
95
140
58
114
Screen Interval (ft below grade)
30-95
--
18-58
65-114
Well screen/casing material
6" I.D. Sch 40 PVC
6" I.D. Sch 40 PVC
4" I.D. Sch 40 PVC
Screen slot size (inches)
0.020
--
0.020
0.010
Open -hole interval (ft below grade)
--
110-140
--
Surface-casing interval (ft below grade)
0-110
0-65
Surface -casing material
6" I.D. Sch 40 PVC
6" I.D. Sch 40 PVC
4' ~�
)of
sang
rete
GWE Enclosure Side Elevation View
SIGNET
3-9900-1 P
159001695
N Control panel
LO
3-1/2"�
GWE Enclosure and Concrete Pad Detail
Weather head
2" PVC riser —
6x6x20 treated pole
dle
1e with
ether cover
cable
el lock
crete pad
O
Meter base
30 Amp disconnect
Power pole 0
1/2" dia. hole O
anchor point
B
Control panel
io
Heater
%Power Pole Detail
8

FROG
DISCHARGE
Carbon Vessel Manifold Operations
kat_%rZ1DkJIN A' -
SERIES FLOW WITH CARBON 1 AS PRIMARY
A- OPEN
E- OPEN
H- OPEN
ALL OTHERS CLOSED
BACKWASH CARBON 1 OPERATIONS
B- OPEN
C- OPEN
F- OPEN
ALL OTHERS CLOSED
A
-O/FROM
;ARBON
)/FROM
kRBON 2
BACKWASH CARBON 2 OPERATIONS
B- OPEN
D- OPEN
G- OPEN
ALL OTHERS CLOSED
PIEDMONTGauging
Date:
Drawing Date:
GEOLOGIC
1/14/19
ACAD File:
SMART EARTH SOLUTIONS
E-14.dwg
signed:
Carbon Vessel Manifold Operations
PD
tailed:
Client:
Project No.:
PD
KIWS Property LLC
1904
.ecked:
Location: 2941 Indiana Avenue
Figure:
PI
Winston-Salem, North Carolina
E-14

01
-------------------------
G N. i LOAD CENTER
02
2M
� 200AMP 3PHASE 120/208VAC
AIP i
L1 E2 L3
S0AMP•___________VFD 03
'I AST
black
04
red 7 HP
m 41 VFD FIMOTCA FLA
OS
blue =
20 AMP / 1211x1 VFD 06
/� black � PIMP 1
red 11 HMOTOR FLA 07
m m 14.3 VFD FLA
blue = 08
20 AMP
/ 12 MN VFD
black 09
AST POMP 2
EEE�n3 'HP
red 143 VFO FLA i 10
m
LA
blue =
30 AMP 11
/ 12 iaRa VFD
black IL1 ,T1 12
G9E-ID 13
PUMP
m m m 1<2 ,T2n1'.3 FLA i
DISCONNECT re
—
BY MD -
REMOTE PANEL ATGWE-1D WELL ' 14
20 AMP
1211ar1 LiVFD T1 i 15
black GWE-2S K
L2 1 T2 1 HIP 16
red 8 MOTOR FLA
m m m L3 1 T3 �EQ 12 VFD RA
blue = 17
20 AMP
/ 12 TaM VFD LiT1 18
bla k
L2 T2 '-� ��
1.5 HIP 19
red 10 MOTOR FLA
¢ ¢ ¢ L3 T3 13.3 VFD FLA
blue = 20
20 AMP
/ 121NN LiVFD T1
bla k
L2 1 T2 '5 HP n� 21
red 4.9HMOTOR FLA 22
Q 1 1 L3 T3 8.8 VFD FLA
blue = 23
20 AMP / 1211aa! VFD
Li 1 1 T1 24
black
L2 T2 GWE -3) PUMP
1.5 HP
red 10 MOTOR FLA 25
L3 T3 13.3 VFD FLA
blue =
26
15 AMP i/ 12 nax MCi--------
�1 IL, L1 T1 1T1 27
black
IL2 Lz T2 XP IT2 33 P
red 1.6 M 28
m m m 13 L3 T3 blue 1T3 =
29
7 p�
12 2 YONfOR 30
3
20 AMP 31.3 31
L1
SURGE 32
L2 AIGESIOR
i 33
G N L1 L2 L3 L3
34
CONTINUED ON LINE 35
Notes: Dashed Boxes indicate devices/connections, outside of this control panel.
CONTINUED
FROM
LINE
34
I
O
'G
N L1
L
L3--------------------
,
m
m
m
15 AMP
I MC2 If 1 as
ble' 2L1 Lf Ti 2TI V WATER
18007.5 WAILS
m
m
m
Tz
red 2L2 L2 2T2 i FlA
15 AMP
I
MC3
M11-Sr N,I FEED PUP
4L1 Li Ti QTi
bla'k 8 AMPS
m
m
m
15 AMP
�,
=
I � ,
WAC
retl 1 WApS�
White
S AMP
L1p115
blue 2 AMPS
white
m
15 AMP
GFCI
�
blackAMPS
white
15 AMP
black HEAT TRACE
white
,
15 AMP
��
L'______ �
bleak
N
FOR
'e L2 120VACCONTROL
i
N CONTROL CIRCUIT
4 FLA
' N
I.D.
pied003773
Voltage
1201208vac
Phase
3
FLA
120
Frequency
60hz
Largest Motor: 7.5 hp
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68

POWER LOSS E
FU1 r UPS1-
ECK
C KTK6 POWER CORD I PoWE
.LLUE POWERED FROM UPS' I PoWI
AST BLOWER e E 1
VFDSTART CR1 LaI ifEier�rtlel
L_____J
AST BLOWER
VFD START
COMMAND
ASTPUMPI E F
VFD START
CR2
ASTPUMPI
VFD START
COMMAND
AST PUMP2 r
VFD STAE
RT
CR3
AST PUMP
VFDSTART
COMMAND
BROWN III
B
CRI
VFD
L__ ABB___J
t�J
E
BROWN Z2 BROWN Bo1
M
VFD
ABB___J
eaowrx CR18Ro aD
VFD
ABB___J
Notes: Dashed Boxes indicate devices/connections outside of this control panel.
WHITE
14 13
CR25
R1
N 01 C
02
03 GWE-1 PUMP
VFDSTART
04
O5
O6
GWE-1 PUMP
07 VFD START
COMMAND
BLUE
E E F
CR4
08
14 13
09
CR16
10
GWE-2S PUMP
E E E F
VFDSTART
11
CPS
12
13
14
GWE-2S PUMP
VFDSTART
15 COMMAND
16
17
14 13
18
CR17
GWEVFD D PUMPART
I
KILL +B F
1 s
CR6
20
21
22
23
GWE-2D PUMP
24 VFDSTART
COMMAND
25
26
14 13
27
GWE-3S PUMP
EL tB le
E
CR16
28 VFDSTART
CR7
29
30
31
GWE-3S PUMP
32 VFDSTART
COMMAND
WHITE
33
N
CC
UE
34
i t�ermal_ J
F-E—ROW-01110
16 wrva07
LI
I ACE CH I
r-----T
S � t�ieormsl_ J
L'RoWN11CR20RowrvaB7
VFD
L_ ACH _J
eaowrvatCR21 aownat
Jq 7I
VFD
L_ AC TECH_J
13
A.A.,
BRowrvatCR22ao rvatB
VFD
L_ AC TECH _J
N 35 E
36
4 13
37 GWE-3D PUMF
VFDSTART
CR19
38
39
40
41
GWE-3D PUMP
VFD START
42 COMMAND
43
4 13 44
CiR20 45 XP FAN
46
47 XP HEATER
48
49 REMOTEI/O
50
51
4 13 52 REMOTEI/O
(DRY CONTACT
53
CR21
54
55
ANTISCALENT
PUMP
56
57
SPARE
58
59
SPARE
60
4 13 61
SPARE
62
CR22
63
64
65
66
67
WHITE
N
68
C
BLUE
BLUE 101
a— LIC ,B 15 16 BIB
CPSi it�eorinosl_J
e6owrva+CR23Rowrva+5
JW JIS
L _ AC ECH_ _ J
E n A'
11
CPS
A'
BLUE CR10� B
1a
E CR11�tB
10
eaowrv.a+CR24aowrva17
7fi J17
A'
E CR12�p
E 'CR13
[ B
CR14
011
E tOR15
UE
:C
N 69
70
13
71
:R23
72
73
74
75
76
77
78
A2 79
r1C1
80
A2
81
4C2 82
13
83
;R24
84
85
86
87
88
A2 89
AC3 wn 90
91
92
93
94
95
96
97
98
99
100
101
WHITE
N
102

01
35
69
CC
BLUE
L N
G
wH TE
N
24 VDC POWER SUPPLY
21VDC
4A� =
24VDC
02
24WC
2dVOC
36
24VDC
24VDC
70
(PSI)
RED
BLACK
RED
BLACK
_
' RED
BLACK
_
03
37
71
1.1 1.2
04
38
72
ISR POWER
RED
ISR1-ISR3
05
39
73
PWR+ PWR-
PM1-PM6
06
DISCRETE INPUTS CONTINUED
40
MAIN DISCRETE OUTPUTS
74
RED
Bv.
PMi-PM6 G
CARD 1
M 1
6ES7214-1AG-32-OXBO
CPU 1214
07
6ES7223-IBH30-OXBO
24VDC POWER
L+
M B cK
41
24VDC POWER
75
3L+ 3M
p R,
L� M
DQB
SIEMENS HMI
08
1 M
Bu cK
42
76
RED
B
6AV2124-0GC01-OAXO
AST BLOWER
14 13
.0
�
HMI
2M
VFDSTART
O9
AST HIGH LEVEL
RED
z IBROWR tz
RE
.0
cK
43
CR1
77
ISR1
10
1
1
44
AST PUMPI
14 13
78
_1
-
a
AST HIGH LEVEL
ALARM
_
rreRowN-ta -
VFDSTART
SR2
CR2
11
45
79
L+ M
EMERGENCY
PUSHBUTTON
1
O vreRowla to
RB
'2
AST PUMP2
2
14 13Lp
SIEMENS ETHERNET
12
ISR2
46
VFD START
80
RED
B
ESW
Ht-
CR3
6GK5004-1BD00-1AB2
REMOTE JUCTION
t
.3
13
BOX WATER SENSORS
G rreRowN-ts
ISR3 �
4 7
81
z
48
GWE-1
VFDSTART
14 13
82
.3
e
RED-3 IA
14
SPARE
rreRowNte
ISR3
.4
CR4
15
49
63
DISCRETE INPUTS
MAIN
PU GWE-1LSE W
G7111 -n
.5
GWE-25
14 13
1 1
PM7
VFDSTART
'4
u
CR5 B
6ES7214-1AG-32-OXBO
L+ M B cK
16
50
84
CPU 1214C POWER
PUIL
LSE
RED
RB rreRotvm to
'6
L+ M
17
PM2
51
14 13
85
RED
r-----1
cK
DIB
GWE-2D
O N
.7
GWE-2D
VFDSTART
'S
u
AST BLOWER
dp
1M
18
PULSE FLOW
R
G rreRowau-te
52
CR6
86
VFD RUNNING
RED
I ORBvreRowuo
.0
OK
PM3�
L_ vFD--j
53
14 13
87
r-----1
19
GWE-3S
. g
u
AST PUMP 1
VFD RUNNING
+
I pI O1 L
REv Rowla t
RED -_
VFD START
L- vRD
--j
-
20
DISCRETE INPUTS CONTINUED
CARD2
54
CR7
88
T 1v
1
FDRUNNINASTPUMP
VFDRUNNING
RED
11p GRBrreRowauz
-
RD J
L
2
21
6ES7223-IBH30-OXBO
24VDC POWER
L+
M B cK
55
GWE-3D
VFDSTART
14 13
89
.7
B a
_
r-----1
DQb
CR8
GWE-1 PUMP
117
Ul
.3
22
1M
cK
56
90
.0
VFDRUNNING
RED I I G—R—
14 13
L_ vrG__ J
u
r -1
23 GWE-3S
c
0 2M cIc
57 XP FAN
91
GWE-2S PUMP
s t�
♦ i 01
'4
PULSE FLOW
G rreRowN-zB
CRS
VFDRUNNING
RED
ORBvreRowlaa
L_°__J
PM4�
58
14 13
92
r-----1
24
GWE-3D
.1
1
1 B u
GWE-2D PUMP
0 1T
+ py
6
PULSE FLOW
PMS RBrreRowN-zt
-
XP HEATER
CR1O
VFD RUNNING
RED
I GRB rreR—N.
L- vRD--j
25
_
59
83
GWE-3S PUMP
r -1
AST PUMP
PULSE FLOW
O vreRow�+zz
RB
2
VFDRUNNING
RED
I G—R—
'6
26
PM6
60
94
L_ ID _j
r -1
NOT USED
.3
61
95
GWE
VFDRUNNING
RUNNING
RED
I a GREvreRowla1
.7
27
L- — _ j
DIb
r-----1
28
NOT USED
4
62
96
REMOTE
SHUTDOWN
RED
i MiB OR EvreR 8
.0
L ----- J
29
63
97
B
1
NOT USED
6
PHASELOSS
RED
O vreRowlas
64
98
PM1
30
1
2
NOT USED
6
POWER LOSS
RED
reR—N-tB
31
65
99
CR25�r
AST LOW LEVEL
USED
-�
66
100
vreROW1a t1
RB33
.3
32NOT
R7
FRED
67
101
BLACK
RED
BLACK
RED
BLACK
Gauging Date:
- 34
668
El-
102
PIEDMONT
Date: Drawing Da
Notes: Dashed Boxes indicate
devices/connections outside of this control panel.
1 /te:
GEOLOGIC
ACAD File:
SMART EARTH sownow E-17.dwg
eslgne :
Main Control Panel Schematic (2 of 3)
PD
etal a
Lent: Project No.:
KIWS Property LLC 1904
PD
Checked:
Location: 2941 Indiana Avenue Figure:
PD
Winston-Salem, North Carolina E-17

01
35
24VDC 24VDC
_ 69
RED BLACK
24V0C 24VIIC
02
24WC 24VDC
36
70
* RED BLACK
_
* RED BLACK
_
CARD 1 DISCRETE OUTPUTS CONTINUED
—99T3
ANALOG INPUTS CARD 3
6ES7223-1 BH30-OXBO
03
1 34
37
71
AI
24VDC
04 6ES7234-4HE32-OXBO
38
72
M
14 13
TRANSMITTERS
REMOTE ILO
r _ _ _ _ _-----1
.0
u
05 BAG FILTERS 1-2
PRESSURE
_
t IR
.0* .0.
39
73
CiR11
E GREVIRED-100
14 13
O6
40
74
ANTI-SCALENT
FEED PUMP
BAG FILTERS-3-6
PRESSURE
_ 101
E t GREVIRED-f01
.1+ .1-
.1
a
CR12
O7
41
75
CARBON VESSELS 1-2
IE
,2* .2-
14 13
08 PRESSURE
_
E GREVIRED-102
42
76
SPARE
.2
CR13
AST BLOWER
IB
43
MAGMETER 2551 SIGNET 9900 (PMi)
77
09 PRESSURE
_
E ; GREVIRED-103
,3* .3-
14 13
L__________J
AO
1 ]
I
SPARE
1 O
ANALOG OUTPUTS
44
GWE-11NLET
� 2 e
i 3 9 S3L SIGNAL
78
.3
- eucx
REDr---------1
CR14
AST BLOWER
VFD SPEED
3 2 p$
GREVIRED-200
.0 OM
LEG FLOW
I
4 10
11
1 1
45
I I
79
4
14 13
ASTPUMPI
1 3 2 1 AI
GREVIRED-201
1 1M
SPARE
VFD SPEED
L.
I I
MAGMETER 2551 I SIGNET 9900(PM2)
aucx
12
46
80
CR15
7
13
47 GWE-2S INLET
LEG FLOW
2 s
S&SIGNAL
3 9
81
BLACK ANALOG INPUTS CARD 4
NOT USED
.5
SM 1234
4 10
Al
48
82
14 24VDCKIEU
TRANSMITTERS
L* M
6ES7 234-4HE32-OXB
MAGMETER 2551 SIGNET 9900 (PM3)
__________1
r
49
83
Nor USED
.6
15
SPARE
— GREY/RED-104
0.
..P
1 ]
2 8
16
50 GWE-2D INLET
LEG FLOW
3 9 S3L SIGNAL
84
4 10
SPARE
— GREY/RED-1051*1
51
85
NOT USED
-]
17
L----------J
1 MAGMETER 2551 SIGNET 9900 (PM4)
6ES7 223-1BH30-OXBO
CARD2
SM 1223 DISCRETE OUTPUTS CONTINUED
18 xP ROOM TEMP
—
2* 2-
52
1 7
86
R GREV/RED-106
2 6
19
F INLET
53 G LEG
LEG FLOW
3 9 S3L SIGNAL
87
CONTROL ROOM
TEMP
_
RE GREY/RED-10]
.3* .3-
4 f0
NOT USED
.0
20
54
I I
88
ANALOG OUTPUTS CONTINUED
AO
MAGMETER 2551 SIGNET 9900(PM5)
GWE-1 PUMP
21 VFD SPEED
2 VFD 25 I yq
GREY/RED-202
.p OM
55
1 ]
89
NOT USED
_t
GWE-2SPUMP
56 G
2 8
S3L SIGNAL
yo
22 VFD SPEED
2 VFD Z5 MGREV/RED-203
7 1M
LEG FLOW
3 9
I I
I I
q f0
23
57
91
NOT USED
2
MAGMETER 2551 SIGNET 9900(PM6)
BLACK
24
58
92
ANALOG OUTPUTS CONTINUED CARDS
1 7
SM 1232
AST PUMP
2 e
S3L SIGNAL
25
Al
59 FLOW
3 9
93
NOT USED
,3
24VDC
6ES7 232-4HD32-OXB
4 70
L* M
GWE-2D PUMP
SPEED
2 VFD 2$ 3M
0 OM
VFD
27
GREV/RED-204
61
95
NOT USED
.4
GWE-3S PUMP
2 VFD 2$
1 1M
62
96
28 VFD SPEED
I GREY/RED-205
NOT USED
.5
29
63
97
GWE-3DPUMP
VFD SPEED
2 VFD 25 GREY/RED-208
2 2M
64
98
30
AST PUMP 2
2 VFD 25 GREV/RED-207
3 3M
NOT USED
.6
VFD SPEED
31
I
65
99
32
66
100
NOT USED
.7
33
67
101
BLACK
RED BLACK
RED BLACK
34
68
102
RED
Notes: Dashed Boxes indicate
devices/connections outside of this control panel.

SIEMENS TP700 COMFORT HMI
(6AV2 124-OGC0I-0AXO)
SIEMENS SIEMENS SIEMENS
ETHERNET SWITCH ETHERNET SWITCH ETHERNET SWITCH
(6GK5004-iBD00-1AB2) i (6GK5004-iBD00-1AB2) i (6GK5004-iBD00-1AB2)
GWE-1(SCHOOL) ; GWE-4S/4D STOKES AVE. ; GWE-5S/5D 27TH STREET

LOW VOLTAGE TERMINALS
JUMPER JUMPER
®0 24VDC POSITIVE+ Q® ®400�\AZSTOWER VFD RUNNING
Mu �® - 24VDC NEGATIVE - ® AST PUMP 1 VFD RUNNING
0 ®Q+ 24VDC POSITIVE + AST PUMP 2 VFD RUNNING
®- 24VDC NEGATIVE - ® ® 03 GWE-1 PUMP VFD RUNNING ly
TOP ROW: 0 ®0+ 24VDC POSITIVE+ DRY CONTACTS 0® ® 04 GWE-2S PUMP VFD RUNNING
24 VDC POSITIVE + CONTACTS
®- 24VDC NEGATIVE - ® ® 05 GWE-2D PUMP VFD RUNNING
0 ®+0 24VDC POSITIVE+ 0® ® 06 GWE-3S PUMP VFD RUNNING
® - 24VDC NEGATIVE - =® ® 07 GWE-3D PUMP VFD RUNNING
Q ®+0 24VDC POSITIVE+ Q® ®O6 REMOTE SHUTDOWN
®- 24VDC NEGATIVE -
BOTTOM ROW: ®+0 24VDC POSITIVE+
24 VDC NEGATIVE -
®- 24VDCNEGATIVE -
0 ®+0 24VDC POSITIVE+
Q9Y®- 24VDCNEGATIVE -
0 ®+0 24VDC POSITIVE+
®- 24VDCNEGATIVE -
0® ®100 BAG FILTERS 1 & 2 PRESSURE
® 0101 BAG FILTERS 3-6 PRESSURE
ANALOG INPUTS �® ®02 1 CARBON VESSELS 1 & 2 PRESSURE
® ® 03 AST BLOWER PRESSURE
0® ®04 1 SPARE ANALOG INPUT
® ® 05 SPARE ANALOG INPUT
Q® ®20 AST BLOWER VFD SPEED
® ®201 AST PUMP VFD SPEED
0® ®202 GWE-1 PUMP VFD SPEED
ANALOG OUTPUTS ® ®203 GWE-2S PUMP VFD SPEED
�® ®204 GWE-2D PUMP VFD SPEED
® 0205 GWE-3S PUMP VFD SPEED
Q® ®206 GWE-3D PUMP VFD SPEED
0® 0207 AST PUMP 2 VFD SPEED
0® (S30 AST BLOWER VFD SPART COMMAND (COM)
® 0 301 AST BLOWER VFD START COMMAND (SIGNAL)
Q® I (S302 AST PUMP 1 VFD START COMMAND (COM)
® 0303 AST PUMP 1 VFD START COMMAND (SIGNAL)
Q® ®304 AST PUMP 2 VFD START COMMAND (COM)
® (2)NA AST PUMP 2 VFD START COMMAND (SIGNAL)
O® ®306 GWE-1 PUMP VFD START COMMAND (COM)
® ®30 GWE-1 PUMP VFD START COMMAND (SIGNAL)
DRY CONTACTS =® (S308 GWE-2S PUMP VFD START COMMAND (COM)
® 030 GWE-2S PUMP VFD START COMMAND (SIGNAL)
0® ® 31 GWE-2D PUMP VFD START COMMAND (COM)
® ® 311 GWE-2D PUMP VFD START COMMAND (SIGNAL)
Q® ® 12 GWE-3S PUMP VFD START COMMAND (COM)
® ® 13 GWE-3S PUMP VFD START COMMAND (SIGNAL) PI ED/�
Q® ® 14 GWE-3D PUMP VFD START COMMAND (COM)
® ®315 GWE-3D PUMP VFD START COMMAND (SIGNAL) GEO L
0® ® 16 REMOTE 1/0 (COM)
SMART EARTI
® ® 17 REMOTE 1/0 (SIGNAL) Designed:
l

LINE VOLTAGE TERMINALS
L1 ®
120VAC FROM BREAKER PANEL
1
2
AST BLOWER MOTOR THERMALS
;(jumper "1"to 71 no thermal protection)
CD N ®
3
N ®
AST PUMP 1 MOTOR THERMALS
Dumper "3" to "4" if no thermal protection)
i
120VAC NEUTRAL (CONTROLS USE ONLY!)
5 0
6
AST PUMP 2 MOTOR THERMALS
Dumper "5" to "6" if no thermal protection)
N ®
® N ®
8
GWE-1 PUMP MOTOR THERMALS
; Jumper "7" to 6" if no thermal protection)
® CC ®
9 0
GWE-2SPUMP MOTOR THERMALS
"9" "W"
1 D 77
; 0umper to if no thermal pmtecion)
® CC ®
-
1 1
GWE-2D PUMP MOTOR THERMALS
120VAC FUSED AND BATTERY
12
; Jumper "11"to "12" if no thermal protection)
® CC (ID13
a BACKUP PROTECTED
14 0
GWE-3S PUMP MOTOR THERMALS
; pumper "13" to "14" if no thermal protection)
® CC ®0
15
GWE-3D PUMP MOTOR THERMALS
® 1 L 1 ®
(A PHASE) IN FOR XP FAN
16
Gumper "15" to "16" if no Thermal protection)
® 1 L2 ®
(B PHASE) IN FOR XP FAN
® 1 L3 ®
(C PHASE) IN FOR XP FAN
® 1T1 ®
eK r n
® 17`2 ®
XP FAN
® 1T3 ®
a E c
® 21-1 ®
(A PHASE) IN FOR XP HEATER
"ID 212 ®
(B PHASE) IN FOR XP HEATER
r2T1(D2T2 k(D
�o
® 31-1 ®
(A PHASE) IN FOR PHASE MONITOR
® 31_2 ®
(B PHASE) IN FOR PHASE MONITOR
® 31_3 ®
(C PHASE) IN FOR PHASE MONITOR
® 41-1 ®
120VAC IN FOR ANTI-SCALENT FEED PUMP
® 4T1 ®
120VAC OUT TO ANTI-SCALENT FEED PUMP
Notes: Dashed Boxes indicate devices/connections outside of this control panel.
PIEDMONTGauging Date:
Drawing Date:
GEOLOGIC
1/14/19
ACAD File:
SMART
EARTH SOLUTIONS E-21.dwg
Designed:
Terminal Definitions
PD
Detailed: Client:
Project No.:
PD
KIWS Property LLC 1904
Checked: Location:
2941 Indiana Avenue Figure:
PD
Winston-Salem, North Carolina E-21

INTRINSICALLY SAFE CONNECTIONS
For connecting only to
ISR1
ISR2
ISR3
purely resistive non -energy
storing devices
Non -Hazardous Area
A B
C D
E F
G H
I J K L
Bonded to system ground
Hazardous Area
Install in accordance with
Class 1 Group A, B, C, AND D
Art.504 of the NEC
----------------------------------------------
D
D
D
m
A m
m
O
=
=
X
A
Oi D
m
_
=
m
z
m
r
<
m
m
<
0
I.S. NOTES
r
c
r
r
S
c
=
z
1. Maximum cable length - 21,217 ft.
c
3
T
A
m
c
co
O
X
z
O
z
D
m
A
m
m
z
m
0
r
O
D
m
m
m
0
z
m
m
A
m
m
PIEDMONTGauging Date:
Drawing Date:
1/14/19
GEOLOGIC
ACAD File:
SMART
EARTH SOLUTIONS E-22.dwg
esigne :
Notes: Dashed Boxes indicate devices/connections outside of this control panel.
Intrinsic Terminals
PD
Detaire—d Client
Project No.:
PID
KIWS Property LLC 1904
Checked: Location:
2941 Indiana Avenue Figure:
Pp
Winston-Salem, North Carolina E-22

on
Enclosures
28260PD
Technocratic 32X48X12 Enclosure wl Badc ale
Components
AV2124-0 01-OAXO
Siemens TP700 Comfort Touch Panel
PLC
-
Siemens
2
PLC1-PLC2
6ES7223-18H30.0XB0
Siemens SM1223 Disaete Expansion Module
2
PLC3-PLC4
6ES7234-0HE32-OXBO
Siemens SM1234 Analog Expansion Module
1
PLC5
6ES7232-0HD32-0XBO
Siemens SM1232 Ana Output Module
3
MCt4dC3
tOPC09D10
Allen-Bradley Motor Controllers
1
FU7
KTK-RB
Class CC fuse
1
FU1
BM6031P0
Buss Fuse Block
FU1
SAMI-7N
Buss Fuse Block Cover
24
CR1-CR24
700-HN128
Allen-Bradley Relay Base
15
CR1LR15
700-HC14Z24
Allen-Bradley Relay 24VDC
10
CR16-0R25
700-HC24A1
Allen-Bradley Relay 120VAC
1
PSI
6EP1332-58A10
Siemens 24VDC Power Supply Am
3
ISR1-ISR3
2865476
Phoenix Contact Intrinsically safe vela
1
R7
6350L-080523
Wiedmuller GFCI5Amp Din Rail Recepticle
1
UPS
CPBOOAVR
Cyberpower Uninterrupted Power SupplylSurge 800va
22
TERM.1
1020200000
Wiedmuller Terminal bock
16
TERM.2
1020000000
Wiedmuller Terminal bock
28
TERM.3
1021500000
Wiedmuller Beige Double Decker Terminal block
12
TERM.4
1021560000
Wiedmuller Blue Double Decker Terminal block
20'
3240199
Phoenix Contact BOx60 Wire Duct
PK4GTA
Square D Equipment Grounding Bar Kit
PK9GTA
Square D Equipment Grounding Bar Kit
TC1-TC2
651-T 02
Dwyer Thermocouple Temp
GOOF? BACKPLATE
TC7 reox
OPLC PLC1 PLC2 PLC3 PLC4 PLCS
O
� o
m m
HMI
3
n
0
PM1 PM2 PM3
PM4 PM5 PM6
r
MCI MC2 MC3 PM1 P51
MOUNTED ON BACK SIDE OF DOOR
CP1 m ash• as�ar aroma s
'm
cdp�,epomt
m
UP51
m
RR A o0 od so 00
e s
i i LJJ
rrur
L--------------------------------
� 00 00 s0 00
TERM4
INTRINSIC TERMINALS
Gauging Date:
PIEDMONT Drawing Date:
GEOLOGIC 1/14/19
ACAD File:
SMART EARTH SOLUTIONS E-23.dwg
Designed:
Main Control Panel Layout
PD
Detailed: Client: Projecto.:
PD KIWS Property LLC 1904
Checked: Location: 2941 Indiana Avenue Figure:
PD Winston-Salem, North Carolina E-23
Oly. Drawing I.D. Part No. Descripti
TransmitteF7 P K: r

120/240 VAC IPH 60HZ
N 'DASHED LINES INDICATE CONNECTIONS 01
r Y CIRC 310 AMEAKER OUTSIDE OF THE CONTROL PANEL
Y 1 02
24VDC POWEI
1L1 1L2
N
O3
6EP1332-!
12 111H LI VFD U/TI
ITI
04
BLACK BLACK
RED RED 1T2
q1E 1D
4: FIA
OS
C PHASE GENERATED BY VFD I
1.4 SF
''
BLUE 1T3
_
08
07
SIEMENS ETHE
6GK50N-1BDOL
WHITE
CB1
10 AMP
08
BLACK
RED-0
RED_
09
14 13
POWERLOSS
10
SIEME
REDO
M1E
CR5
1aRED-PF1
11
PANEL FANRE.
7 PoWERCORD
m
PF1
12
CONTROL CIRCUIT
WHITE
13
FU1 UPS
R1
D1z KTK-R-4 WERCORD-
POWEPS
14
POWER
-WERED FROM UPS
is zssrc ®soovu�
PowEREDFRoM R1
CARD
WHITE
15
14 13
GWE-1 VFD RUNNING
REP120V VFD REP,
16
CR2
17
X1 X2
GNDICATD RUNNING11
1g 3WE-1 VFD RU
R-12W CR2 Eo-2 Ca w
INDICATOR LIGHT
SW1
LIGHT TEST
.12 Eo-2
19
C. +
GWE-1D VI
GWE-1
LOSS OF L(
HOURMETER
20
.12 CR2 REPS
HMI
21 POWERLO
GWE-1 VFD
LOSS OF LOAD DELAYRED-12
22
VFD RED<
Al E
E-STOP
TIME DELAY RELAY POWER
23
RED-120V �n
TDR1
24
14 13
GWE-1 VFD
25
RE.12WV cR, ED 5
LOSS OF LOAD
CR3
26
XI X2
GWE-1 VFD LOSS OF LOAD
27
RED-120V CR3 --S R
INDICATOR LIGHT
PB7
LIGHTTEST
RE.120V RED.C.
28
29
14 13
LIGHT TEST
3
30
14
REP,20V PB1 RED-7
PUSH BUTTON
CR4
31
_..
6RE—V WHi ..
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
GWE-ID
AVAILABLE
AVAILABLE
AVAILABLE
AVAILABLE
AVAILABLE
AVAILABLE
AVAILABLE
GWE-1 VFD
START COMMAND
6ES'
8D
DISCRETE OUTPUTS
OFF
BLACK-1 'VFD
'C
wwTErewei
65
66
67
68
14 13
u111
Ri
w HRErewE-
69
CR1
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
W.11-14V6 96

01
CONTROL PANEL LOAD INFO
Oz
03
04
.,w
OS
n.x .� ; wxee� cicv i, aav�
06
07
COMUNICATION
NETWORKING
08
09
10
11
sc� w a aaiE
12
13
14
15
LINE VOLTAGE TERMINALS
MULTILINK
16
0® (S)E A PHASE IN FOR GWEAD I CONTROLS
FIBER TERMINATION BOX
(045-164-10110-4810)
17
0® ®1 L2 B PHASE IN FOR GWEAD
0® ®� NEUTRAL FOR CONTROLS
18
0® IS eaoa------
19
0® IS ks-------1 1., GWEAD(240V)
20
21
SIEMENS
ETHERNET SWITCH
(6GK5004-1BD00-1AB2)
22
23
SIEMENS 6ES7151-3AA23-OABO
24
0
25
0
0
00 0
00 00 00 00
00 00 00 00
26
00 00 00 00
00 00 00
00 00 00
°o°o °o°o o°°0
27
28
29
Gauging Date:
PIEDMONT
30
Drawing Date:
GEOLOGIC 1/14/19
31
ACAD File:
SMART EARTH SOLUTIONS E-25.dwg
e i,v
w„ireewe 32
Designed:
GWE-1 Controls (2 of 2)
PD
Detailed: Client: Project No.:
PD KIWS Property LLC 1904
d: location: 2941 Indiana Avenue Figure:
FPWinston-Salem, North Carolina E-25
I.D.
PIEDMONT5390, DWG#5390
Voltage
1201240V
Phase
1
Panel FLA
9
Frequency
60hz
SCCR
10ka
Largest Motor: 1 HP, 6.3FLA
Nema Rating: 3R

wl ba le
Backplale
1
IIO
6ES7151-3AA2&OABO
Siemens ET20051M151-3
1
IIO
6ES7193-0CD20.0AA0
Siemens Aux Terminal Bock
1
IIO
6ES7138-4CA01-0AAO
Siemens 24vdc Power Module
3
IIO
6ES7193-4CA40-0AAO
Siemens Terminal Block
1
IIO
6ES7131.4BF00.0AA0
Siemens Digital Input Module
1
IIO
6ES7132.4BF00.0AA0
Siemens Digital Output Module
1
IIO
6ES7135.4GB01-0ABO
Siemens 2A0 Analog Input
1
ESW
6GK5004-18D00.1AB2
Siemens Scalance Unmanaged Ethernet Switch
1
TBOX
045164-10110-0610
MulUlink Fiber Termination Box
1
C81
SSJ41106HG40
Siemens Single Pole 10amp 120v Circuit Breaker
1
FU1
KTK42-0
Class CC fuse
1
FILM
BM6031P0
Buss Fuse Block
FU1
SAMI-7N
Buss Fuse Bock Cover
1
PS1
6EP1332-SBA20
Siemens 24VDC Power Supply
1
VFD
ESV222NO2YXB
Lenze AC Tech Shp 230v Variable Frequency Drive
1
PF1
OA709AP-11-1T8
Orion Panel Cooling Fan wl Power Cable
1
pF1
G70&15A�09650-FI45
Orion Panel Cooling Fan Guard and Filter
1
PF7
FS KIT-1
Integra Fan Hood
5
CR1-CR5
3TX7144AE5
Siemens Ice Cube Relay Base
5
CR1-CR5
3TX7111-3HF13C
iemens 120vacice Cube Relay
1
TDR1
100.FEB3TU23
Allen-Bradley Timer Off Delay Relay
1
TC1
7T.81.0.000.2303
Finder N.O. Thermostat
1
R1
6350L-080523
Wiedmuller 15am GFCI
1
UPS
CS385
Opt -ups 385 va 190 Walls 4 Outlet Ups
14
TERM7
1020200000
Wiedmuller Terminal Block
10
3240278
30x40 Wire Duct
OUTSIDE DOOR INSIDE DOOR BA0KPLATE
PF1
v =v
Fu D==
SW1 J
r�
HM1 �/
O 0 0 e RI
O
TERM1
B
Gauging Date:
PIEDMONT
GEOLOGIC late: Drawing Da
1/ate:
4/19
ACAD File:
SMART EARTH SOLUTIONS E-26.dwg
Designed:
GWE-1 Control Panel Layout
PD
etas a rent: Projecto.:
PD KIWS Property LLC 1904
Checked: Location: 2941 Indiana Avenue Figure:
PD Winston-Salem, North Carolina E-26
City.. Drawing I.D. Pad No. Description
1 28135 Technana8c 20X20X10 Enclosure
PB1
2 PK4GTA Square D Equipment Grounding

120/240 VAC 1PH 60HZ
G
L7
Q
O
*DASHED LINES
175AMP
01
tzW
wH
33
uE zav
wHiTEIBLUE
65
0
000000000
0
OUTSIDE OF THENCDICATE ONTROL PANEL
DISTRIBUTION BLOCK
X1 X21�-
000000000
O2
GWE4S VFD RUNNING
p12 Eo-s
G
34
66
CB1
INDICATOR LIGHT
cas
DISCRETE INPUTS
30 AMP 10 nxI L1VI D1 U�1
I�'BLACK-1T1 �� 1T1 ----
O3
LIGHTTEST
D1z c, REP6
RE Ot
SW2
35
6ES7131-4BF00-OAAO
BDI CARD SLOT
67
BLACK- 1
�1\ ______ �V
�I V/f2 1 HP
RED-1T2 1 RED-1T2 1T2 FLA
04
GWE4s
HOURMETER
RED-120V �j REP]
+
36
GWF-4D FLOW
c
1
68
BLUE-24V RMiR BLUE4
1.4 SF
HM2
''4.5
C PHASE GENERATED BY VFD I BLUE 1T3 iTs -
05
GWE4D VFD
37
N C
69
B2
LOSS OF LOAD DELAY
ED-
p _1
GWE-0S FLOW
BLUE-24V BLUE-1
5
20
12 VF D2 D�1 ZT1 ----
BLACK-2T1L2 BLACKBLACK-2T1
06
TIME DELAY RELAY POWER
R D1zOv
Al
_
38
F
70
�L21 V/f2 3Y4 HP
° RED-2T2 1 RED-2T2 ZT? _ _ _ _ _ �B Fu
07
TDRi
39
GWE4D VFD RUNNING
LUE2
BLUE- 2 C I -
2
71
h -- 1.5 SF
C PHASE GENERATED BY VFD I w' 13 ZT3 -- —
BLUEBLUE-2T _
06
GWE-0D VFD
LOSS OF LOAD
EDB
RED- Ov R -
12
14 13
e-
40
10 s
72
CBS
CR1
GWE4S VFD RUNNING
BLUE BLU-
6
15� 4 12 T1f1 L1 MCi T1
BLACK-3T1�� BLACK-2T1 3T1 HFAIDt
09
GWE4D VFD
CR8
X1 X2
41
-24V CR5
73
SOO WATTS
L2D T2 JT2 _ _ _ _ _ _ _ 4.16 RA
1 O
LOSS OF LOAD
INDICATOR LIGHT
O1z cas ED 10
RE - Ov R -
R _01.2
42
LOSS OF VFLOAD
1 LUEt
BLUE-24V
3
74
°REDRED-3T� RED-2T2
1CR9
PL1
CRs
-
11
LIGHTTEST
RED-120V RED-10
43
75
GWE-0S VFD
LOSS OF LOAD
BLUE-74-VBLUE-B
G
12
30
44
cR]
76
CB4
10 AAMMP
LOSS OFLOADD
1 RED-11
VEDz
Bi
BLACK -Li
RED-0
13
TIME DELAY RELAY POWER
RD1zOv
Ai A2
45
POWER LOSS
BLUE-24VCRs BLUE.
4
77
14
TDR2
46
78
RED-O
14 13
E-STOP
1 z
B
GWE4S VFD
1
E-2aVESTDRBLUE-]
PANEL FAN
REPO 1 RED -PP PoTcl wERcoao
1 5
LOSS OF LOAD
RED-120V CR2 ED 12
n
47
79
PF1
CR7
16
X1 X2
48
80
14 13
GWE4S VFD
LOSS OF LOAD
POWER LOSS
0.0
17
INDICATOR LIGHT
RED-120V R] RED-13
R
49
81
PL2
DISCRETE INPUTS
CR8
LIGHTTEST
RED-120VED 1a
18
cas
14 13
50
6ES7131-4BF00-OAAO
82
BDI CARD 2 SLOT 3
REPO
=pRl19
LIGHTTEST
PUSH BUTTON
D 1 PBLt RED-14
51
AVAILABLE
1
83
FUI UPS
FU7 UPS
CR9
CONTROL CIRCUIT
RED-12-1 KTK-R-4 _
npaaaofu;_ PowERED PRom uvs PowERED PRom R1
20
L N
G
PSI
52
84
wHiTE n
24VDC POWER SUPPLY
6EP1332-5BA20
gBWP
-
AVAILABLE
5
21
BLUE-24V
WHITE-BLUE-24V
53
8s
Al A2
22
54
86
ENCLOSURE HEATER
D-t 20v CR1 ED-1
AVAILABLE
2
MCi
23
55
87
14 13
24
L+ M
56
AVAILABLE
6
88
GWE4D VFD RUNNING
D1 Eo-2
SIEMENS ETHERNET
vrD1
6GK5004-iBD00-1A62
BLUE-24V
BLUE V
CR4
25
57
89
X1 X2
;151-3AA23--A:BO
SPARE
L
E24V -� I - 400
BLUE-aa0
3
GWE4DVFDRUNNING
11
G
26
6ES7
56
90
INDICATOR LIGHT
O12 ca4 Eo-a
SW1
59
SPARE
E24V -i F- 401
BLUE401
7LIGHTTEST
91
RED-12oVCEo-a
27
SIEMENS ET200BU1E-24V
IM151 POWER
HITE-BLUE
GWE4D
HOURMETER
+
28
BLUE-24V
2L+ 2M
WHITE-BLUE-24v
60
SPARE
E24V -i F- 46z
BLUE-4a2
4
92
D12 CR4 Eo-a
HM1
29
6ES7138-4CA01-OAAO
61
93
14 13
1
PME-1
SPARE
L
I - 463
BLUEJ03
GWE4S VFD RUNNING
D-5n30
SIEMENS
BLUE-24V
2 3
wHITE-BLUE-zav
62
yq
CRS
POWER MONITOR
CARD 1 SLOT 1
r4V-�
FED1.11VV`
31
BLUE-24V
6 7
_ 4V
ITE BLUESLOT1wH
63
95
32
E-24v
64
—1—LUE
96

01
33
Es4v
wHlrBrewE-z
DISCRETE OUTPUTS
E-zav wrnErawEs
E-zav wrnErawE-
65
02
34
TT1
66
OFF
03
6ES71344GD00-OABO
35 ENCLOSURE TEMP
Q
E-24V
HAND AUTO
TRANSMITTERS 4AI CARD 1 SLOT 6
3WIRE RTD (D148)
6ES7132-4BF00-OAAO
RED
CARDi SLOT
4
14 13
04 SPARE
- - 00 BLUE-100 z
E 24v
36
68
1
GWE-4D
05
37
HHBrewEz
L.I. ALL MAINTAINED wE-'B TDR+ UE-11 CRi w -
SPARE
BLUE-24V - f01 BLUE101 6
69
06
38
OFF
70
HAND AUTO
SPARE
_
BLUE-24V - 102 BLUE-102 4
07
39
71
14 13
08 ENCLOSURE TEMP
BLUE-24V awE taa B
40
72
GWEAS
5
uE-,z SWz ewE-,B DHz uE,a wHITErewE2
ALL MAINTAINED
09
41
BBEB TEa4IruTwH aox a cx1:-I (zem st6B>=0 (sawa>
CR2
73
14 13
10
42 COMUNICATION
74
HEATER
2
NETWORKING
floe: BLUE/BR��cE
uE-is HIT—UE2
w
11
43
CR3
75
12
" T
44
76
AVAILABLE
6
BLACK-tBLACK-2
13 GWE4D VFD
c6s
45
START COMMAND
77
14
wDi
46
78
AVAILABLE
3
-
SCt PATCH GBIE
1 5
47
GWE-4S VFD
79
START COMMAND
16
48
AVAILABLE
7
VED2
MULTILINK
80
PWRH PWR-
FIBER TERMIINAT01ON BOX
17
SIGNET 8900 POWER
49
81
3-9900-IP/5924.562
E24v 0 WHITE-BLUE-24V
18
FMi
50
82
AVAILABLE
4
PWRi PWR-
19 SIGNET9900 POWER
51
83
BLUE-24V HITE—E 24V
39900-1P 15924.562
FM2
20
52
84
AVAILABLE
B
21
MAGMETER 2551 SIGNET 9900(FMi)
53
85
TB1
22
aucK 7
54
GWE4D FLOWMETER
2 EpK-- RED B
86
(FREQUENCY INPUT)
3 17E-- c WHITE 9
23
swELD sHl L 10
55
87
24
MAGMETER 2551 SIGNET 9900(FM2)
56
crt[ SIEMENS
88
6E57138-4CA01-OAAO
TB2
ETHERNET SWITCH
(6GK5004-iBD00-1AB2)
SIEMENS
25 GWE4S FLOWMETER
2 EDK-- RED 6
57
89
E24v
2 3
M111-BLUE2
POWER MONITOR
(FREQUENCY INPUT)
3 8
111:-- c WHITE
SIEMENS 6ES7151-3AA23-OABO
CARD 2 SLOT 5
6 7
26
Lu aHIELO _EL10
58
90
E 24v in BLUEa
BLUSLOT 5
O
27
59
O
91
O
28
60
00 W oo W
-El0000 000o
00 DD 00 mDD
92
29
61
00 00 DO Do 00 00
m
00 00 m 00
00 00 00 00
93
00 00 m 00
00 00 00 00
30
62
94
31
63
95
124v '24v632
E-zav wHnErawE-
64
E24v WHIT—E
96

LOW VOLTAGE TERMINALS
1111111111111. ■. 0
Io®V ®E
o® ®o
24 VDC POSITIVE + 0® ® 24 VDC NEGATIVE -
TOP ROW �® ® +� BOTTOM ROW
o® ®o
ANALOGINPUTS
DISCRETE INPUTS
GWE-41D PUMP FLOW
GWE-4S PUMP FLOW
■Q■�
�11
SPARE (ANALOG INPUT)
SPARE (ANALOG INPUT)
SPARE (ANALOG INPUT)
SPARE (DISCRETE INPUT)
SPARE (DISCRETE INPUT)
SPARE (DISCRETE INPUT)
SPARE (DISCRETE INPUT)
5-24 VDC
FREQUENCY
VDC GROUND
SHIELDING
5-24 VDC
FREQUENCY
VDC GROUND
SHIELDING
LINE VOLTAGE TERMINALS
® CC
120VAC FUSED AND BATTERY
BACKUP PROTECTED
(terminals are jumped together)
® CC
® CC
®a
120VAC NEUTRAL
(terminals are jumped together)
®a
®1T1
ecwK ----------
J//�\1
RED - - -- - - - - -- 1 GWE4D (240V)
a-LUE ---------,
FUCK--- ----
RED ---- ------ GWE-4S (240V)
KOE --- -----.
ENCLOSURE HEATER (240V)
--
®1T2
®1T3
® 2T1
®2T2
® 2T3
CONTROL PANEL LOAD INFO
I.D.
I PIEDMONT5390, DWG#5390
Voltage
120/240V
Phase
1
Panel FLA
21
Frequency
60hz
SCCR
1Oka
Largest Motor:1.5HP, 7.54FLA
Nema Rating: 3R

INSIDE DOOR BACKPLATE
GWEGD GWECS
® ® G E<D
SW1 SW2
GFF GFt
0 0
a000 a000
HM1 HM2 FM1 FM2
G�EOF? D OSS OFF LO LIGHT TEST
O O O
PL1 Pi P61
Gauging Date:
PIEDMONT
GEOLOGIC Drawing Date:
1 /ate:
14/19
ACAD File:
SMART EARTH SOLUTIONS E-30.dwg
FDesigned:GWE-4S & 4D Control Panel Layout
Lent: roject o.:
KIWS Property LLC1904
Location: 2941 Indiana Avenue Figure:
PD Winston-Salem, North Carolina E-30
L7ffilitIIfflifF7 i:31i111ift1i11Rdi �
1]C111�.
m
O `
�► i t r l r l r l r l i,l
City.
Drawing I.D. Part No.
Description
Enclosures
1
28220
Technomatic 32X40X12 Enclosure wl badcplate
Backplate
1
TTi
D148
BZ Programmable Temp Transmitter RTD14/20ma
1
ESW
6GK5004-1BD00-1A62
Siemens ScalanceUnmanaged EthemetSwitch
1
TBOX
045-164-10110-4810
Multilink F i ber Termi nation Box
1
VFD1
ESV152NO2YX6
Lanza AC Tech 2hp 230v Variable Frequency Drive
1
VFD2
ESV112NO2YX8
Lenze AC Tech 1.5hp 230v Variable Frequency Drive
1
PFi
OA109AP-11.1T6
Orion Panel Cooling Fan wl Power Cable
1
PH
G109-15A � 09650-F/45
Orion Panel Cooling Fan Guard and Filter
1
PFi
FS KIT-1
Integra Fan Hood
1
I/O
6ES7151-3AA23.OABO
Siemens ET200S IM151-3
2
IIO
6ES7193-0CD20-0AAO
Siemens Aux Terminal Block
2
1
6E 7138-0 A01-0AAO
Siemens 24vdc Power Module
5
110
1 4
Siemens Terminal Block
2
I/O
71 OPO
Siemens Digital Input

120/240 VAC 1PH 60HZ
GTOOOOOOOOO
LINES
175AMP OTSIDE OF THENCDONTROL PANELICATE TIONS
01
DISTRIBUTION BLOCK
O2
GWE-5SVFD RUNNING
INDICATOR LIGHT
CB1
30� 10 T11N LIVIDI u `'
/I
�� 1T1
__--_�'-�
03
LIGHT TEST
BLACK-1 Ti BLACK-1T1
L2 I V�iz
'RED-iT� RE 2T2
GWE
1.5 5D
15 RA
04
GWE-55
HOURMETER
n
W''�1T3
1.3 SF
C PHASE GENERATED BY VFD I
BLUE-1BLUE T
��� _
_
05
GWE-5DVFD
C82
LOSS OF LOAD DELAY
hh
/—I /tz THN LIVIFG U/III
��
06
TIME DELAY RELAY POWER
BLACK-2T1 BLACKBLACK-2�
L2 I V/T2
°REDRED-2T� RED-2T2 2T2
1�HP
----- —Q4.5 FIA
07
- /n
1.4 $F
� ��.�I_
C PHASE GENERATED BY VFDI BLUE 2Tf----�
—
OS
LOSS OF LOAD
C83
15�MP /tz T11H LI M01 T1
OBLACK-3T1�� 3T1�
09
BLACK-2T1
/1\ L2 T�
4.� RA
10
GWE-5DVFD
INDICATOR LWATrS LOSS OF IGHT
RED-= RED-2T2 3
�/1I
-
LIGHTTEST
11
G
C154
12
GWE-5S VFD
LOSS OF LOAD DELAY
10 AAMMP
BLACK-L1
RED-0
13
TIME DELAY RELAY POWER
14
RED-0
GWE-5S VFD
PANEL FAN
15
LOSS OF LOAD
RE0.0 ED PF1 POWERCORO
Tcl
n -
PF1
16
14 13
GWE-5S VFD
LOSS OF LOAD
POWER LOSS
0.0
1 7
INDICATOR LIGHT
CPS
LIGHTTEST
18
REPO
LIGHT TEST
1 9
PUSH BUTTON
�FUI UPSCONTROL
Ri
CIRCUIT
RED-120V PO
OWERCERERDFO
ERGOFR.ups
po
FROM R1
POW FROM
20
24VDC POWER SUPPL'
vmiTE n
6EP1332-5BA20
21
Al A2
ENCLOSURE HEATER
1
22
RED-120V CR3 REP1
MCI
23
"RED-2
14 13
24
GWE-5D VFD RUNNING
D1
SIEMENS ETHERNET
V_
6GK5004-iBD00-1AB2
CR4
25
X1 X2
GWE-51D VFD RUNNING
11 i7
G
26
INDICATOR LIGHT
D12 cR Eo-a
SWI
LIGHTTEST
RED -I V ca Eo-a
e
27
SIEMENS ET20i
IM151 POWEI
GWE-5D
28
HOURMETER
D12 caa Eo-a
HMI
29
14 13
GWE-5S VFD RUNNING
RED-120VVFD D-5
n-
30
SIEMEW
'
POWER MONITOI
CR5
CARD1 SLOT
31
JRE12oV
W ..
32
33
34
35
36 GWE-5D FLOW
37
GWE-5S FLOW
38
39 GWE-5D VFD RUNNING
40
GWE-5S VFD RUNNING
41
42 GWE-5DVFD
LOSS OF LOAD
43
GWE-5S VFD
LOSS OF LOAD
44
45 POWER LOSS
46
E-STOP
47
48
49
50
51 AVAILABLE
52
AVAILABLE
53
54
AVAILABLE
55
56 AVAILABLE
57
SPARE
58
59 SPARE
60
SPARE
61
SPARE
62
63
64
DISCRETE INPUTS
DISCRETE INPUTS
6ES7 131-4BF00-OAAO
BDI CARD 1 SLOT 2
5
6
3
7
4
8
6ES7 131-4BF00-OAAO
BDI CARD 2 SLOT 3
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96

SLUE2av wHiTEiBwEz
O1
I.I.zav WHITEBLU-
33
65
DISCRETE OUTPUTS
Ezav WHITErewe
02
34
TT1
66
OFF
03
6ES713 GD00-OAB9
35 ENCLOSURE TEMP
Q
E-zav HAND AL
TRANSMITTERS 4AI CARD 1 SLOT 6
3 WIRE RTD (D148)
67
-_ _
6E57 13 RD1 S 0 T 4
BDO CARDi SLOT 4
14 13
04 SPARE
uE tm
BLUE-zav BL 2
36
68
OWESO1
05
37uEB
SWi uE 11 iTEiBwEz
ALL MAINTAINED mR CRi WH
SPARE
E 2av - 101 BLUE-101 B
69
06
38
OFF
70
HAND AUTO
SPARE
- - 102 4
Ezav BLUE—
07
39
71
14 13
08 ENCLOSURE TEMP
BLUE2av - BLUE -IN B
40
72
GWE-5S
5
Wr
uE 12 SW2 BLUE-13 roR2 u114 nEiBwE-z
MAINTAINED
O9
41
(s s FlBER 1vwlH4noN Box ov£-i (zmH 516F.ETCS—)ALL
CR2
73
14 13
10
42 COMUNICATION
74
HEATER
2ITEIBLUEz
wH
NETWORKING
FlBEx cREY/c9Eu� Fleur: awE/oBxHu
11
43
CR3
75
12
44
11
76
AVAILABLE
6
13
45
STARTART COMMAND
ND
77
14
VID1
46
78
AVAILABLE
3
SC
15
���
I aucrca IR4 BUCK<
47
IA-CN1LE
GWE-5S VFD
79
START COMMAND
III
16
vrDz
48
80
AVAILABLE
7
MULTILINK
FIBER MNATIONBOX
17
PWR+ PWR-
49
(045-1640-4810
SIGNET 9900 POWER
81
3-9900-1P/5824.562
BLUE-24V HITS-BLUE-
18
FM1
50
82
AVAILABLE
4
PWR+ PWR-
19 SIGNET 9900POWER
51
83
BLUE-24V 0 WHITE43LUE-24V
3-9900-1P/5824.562
z0
FM2
52
64
AVAILABLE
B
21
MAGMETER 2551 SIGNET 8800(FM1)
53
85
TBi
22
1 LTCit- v* BUCK 7
54
GWE-SD FLOWMETER
2 ED--- RED B
86
(FREQUENCY INPUT)
23
SHIELD SHI L 10
55
87
24
MAGMETER 2551 SIGNET 8800 FM2
( )
56
uac SIEMENS
ETHERNETSWITCH
88
TB2
(6GK500418D00-1AB2)
25
1 LTCit- BUCK 7
57
GWE-5S FLOWMETER
- RED
SIEMENS 6ES7151-3AA23-CABO
89
(FREQUENCY INPUT)
3 -- 9
WHITE
26
SHIELD SHI L 19
58
90
O
27
59
0
91
0
28
60
6ES7138-4CA01-OAAO
00 oDDo 00 DooDDo 00
92
PME-2
DD DD m m DD DD
00 00 00 00 00 00
29
61
DD m m m
Ezav
2 3
W IT—E2
SIEMENS
POWER MONITOR
00 00 E2 X
DD m m m
00 00 00 00
93
CARD 2 SLOT
6 7
30
62
94
E zav ITErewE 2
SLOT 5
31
63
95
.LuE11V wHIl—Ul
32
E-zav 1HII-111V
64
E24v `"" "E1BLUE
96

LOW VOLTAGE TERMINALS
M. ■. 0
Io®V ®o
o® ®o
24 VDC POSITIVE + OS ®�
TOP ROW =® ® +m BOTTOM ROW
24 VDC NEGATIVE -
a® ®o
a® ®a
ANALOG INPUTS
DISCRETE INPUTS
GWE-5D PUMP FLOW
GWE-5S PUMP FLOW
MEM
-�
■`
ME
=NEE
MEEM
=NEE
ME=
ME=
ME=
ME=
ME=
ME=
ME=
EM
ME=
SPARE (ANALOG INPUT)
SPARE (ANALOG INPUT)
SPARE (ANALOG INPUT)
SPARE (DISCRETE INPUT)
SPARE (DISCRETE INPUT)
SPARE (DISCRETE INPUT)
SPARE (DISCRETE INPUT)
5-24 VDC
FREQUENCY
VDC GROUND
SHIELDING
5-24 VDC
FREQUENCY
VDC GROUND
SHIELDING
CONTROL PANEL LOAD INFO
I.D.
PIEDMONT5390, DWG#5390
Voltage
120/240V
Phase
1
Panel FLA
23
Frequency
60hz
SCCR
1Oka
Largest Motor:1.5HP, 7.54FLA
Nema Rating: 3R
LINE VOLTAGE TERMINALS
ME
ME
..vim
.o
ME
.E
.E
.o
.o
.o
.o
.o
.o
.o
120VAC FUSED AND BATTERY
BACKUP PROTECTED
(terminals are jumped together)
120VAC NEUTRAL
(terminals are jumped together)
SLACK ^\'
2ED------------ 1J/ }� GWE-5D (240V)
SLUE
SLACK
2E5------------ GWE-5S (240V)
SLUE
LACK
eEo------------- ENCLOSURE HEATER (240V)

INSIDE DOOR BACKPLATE
00
® ® GWE-SD GWE-SS
SW1 SW2
+GF+ +GF+
0
aoo anon
HM1 HM2 FM1 FM2
LOSS OF LOAD LOSS OF LOAD
O O O
PL1 PL2 PB1
Gauging Date:
PIEDMONT
GEOLOGIC Drawing Date:
1/ate:
14/19
ACAD File:
SMART EARTH SOLUTIONS E-34.dwg
esigne :
GWE-5S & 5D Control Panel Layout
PD
e e : en : Project o.:
PD KIWS Property LLC 1904
Checked: Location: 2941 Indiana Avenue Figure:
Pp Winston-Salem, North Carolina E-34
�
tsrrrTrrmrrms� �mrrrrrrTrmr.�
111111
�r
O
O
i t i t i t i t i t i.l
•zzz:
Oty.
Drawing I.D. Part No.
Description
Enclosures
1
28220
Technomalic 32X40X12 Enclosure w/ backplate
Backplate
1
TT1
D148
BZ Programmable Temp Transmitter RTD14120ma
1
ESW
6GK5004-1BD00-1AB2
Siemens Scalan