NC0065307_Permit Issuance_20140725

Pat McCrory
Governor
k k7*A
NCDENR
North Carolina Department of Environment and Natural Resources
July 25, 2014
Mr. Rolfe Lann, Corporate Environmental Manager
GPM Southeast, LLC
8565 Magellan Parkway, Suite 400
Richmond, VA 23227
Dear Mr. Lann:
John E. Skvarla, III
. Secretary
Subject: Issuance of NPDES Permit NCO065307
Renewal
Scotchman #3303
New Hanover County
Facility Class II
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit.- This permit
is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between North Carolina and the U.S. Environmental Protection
Agency dated October 15, 2007 (or as subsequently amended).
The following items are changes made to the draft permit sent -to you on April 9; 2014.
• Since there is no longer an influent pump station and the wastewaters flow via gravity to the
primary tank, the influent pump station was removed from the components list.
• The effluent discharge sampling point was renamed Outfall 001 and the internal sampling point
following the domestic wastewater treatment plant is referred to as Internal Outfall 01-A. Two
separate Effluent Limitations and Monitoring pages, Section A.(L) for Internal Outfall 01-A
and Section A.(2.) for Outfall 001 were created to make Discharge Monitoring Reporting
(DMR) clearer.
• Two changes were made to the Limitations and Monitoring -requirements listed in the draft
permit: 1) the Total Flow monitoring frequency for Outfall 001 was increased to once per week
to match other parameters, and 2) the internal Oil & Grease limitations and monitoring
requirements were moved to the effluent Outfall — 001 page in section'A.(2.). GPM Southeast
is responsible for making sure the oil and grease interceptor is properly maintained and
functioning so the WWTP is not overloaded.
• Please note that the Division understands that the current facility has an internal monitoring
device for the WWTP that records daily flow and is calibrated annually. Flow monitoring
data from this recording and sampling device, located prior to the MBBR tank, will be
accepted on the DMRs until modifications can be made to sample actual WWTP influent or
effluent flow. The actual influent or effluent flow is preferred because it will not include
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] Internet: www.ncwaterquality.org
An Equal Oppo6nity l Affirmative Action Employer - Made in part by recycled paper

Mr. Rolfe Lann, Corporate Environmental Manager
July 25, 2014
Page 2 of 3
recycled wastewaters that may result in flow data that falsely appears to be nearing or
exceeding the permitted flow capacity.
• The map was corrected to reflect the proper discharge location.
• The permit expiration date was changed to Dec. 31, 2018. This was necessary since a
permit cannot be issued for more than five years. The Division recognizes that this
expiration date does not coincide with other permit renewals in the Cape Fear River Basin.
In addition, the final permit contains the following significant changes from your
current permit:
The requirement to begin reporting discharge monitoring data electronically using the NC
DWR's Electronic Discharge Monitoring Report (eDMR) internet application has been added to
your NPDES permit. [See Special Condition A. (4.)] GPM Southeast, LLC shall begin
submitting discharge monitoring reports electronically using NC DWR's eDMR application
system no later than April 21, 2015 '
For information on registering for eDMR and obtaining an eDMR user account, please visit the
following web page: http:l/portal.ncdenr.or web/wq/admin/bog/ipu/edmr.
For information on EPA's proposed NPDES Electronic Reporting Rule, please visit the
following website: http://www2.epa. ov/compliance/proposed-npdes-electronic-reporting-rule.
• The Limitations and Monitoring Requirements for Outfall 001 (domestic wastewater treatment
plant effluent) in your current permit are now listed as Internal Outfall 01-A in Section A.(L).
Sampling for this internal monitoring point should represent treated domestic wastewater
effluent prior to mixing with wastewaters from the water treatment plant in the .wet well.
• The Limitations and Monitoring Requirements for Outfall 003 in your current permit have been
combined with other water quality limited parameters on the wastewater treatment plant and are
regulated under Section A.(2.) as the facility's effluent or Outfall 001. Sampling for this outfall
shall occur after UV treatment and represent the combined wastewaters from treated domestic
wastes and the water treatment system.
• Total Suspended Solids (TSS) shall be sampled at the Internal Outfall 01-A and the effluent
discharge Outfall 001. Both outfalls have TSS design limitations of 30 mg/L as a monthly
average and 45 mg/L as a daily maximum.
• Total Fluoride, Total Iron, and Total Manganese monitoring have been removed from the permit
since additives containing these parameters are not used in the process and there are no NC
saltwater Water Quality Standards for these parameters.
• Outfall 002 was eliminated from the permit since the stormwater discharge is covered under
Permit SW8900421.
• Note that testing for Total Copper and Total Zinc shall be performed in conjunction with Acute
Toxicity Testing. Please see footnote #5 in Section A.(2.).
• Some of the wording has changed in Section A. (3.), Acute Toxicity Monitoring, please review
each paragraph carefully.

Mr. Rolfe Lann, Corporate Environmental Manager
July 25, 2014
Page 3 of 3
Please note that the receiving stream is listed as an impaired waterbody on the North Carolina 2012
303(d) Impaired Waters List for copper. Addressing impaired waters is a high priority with the
Division, and instream data will continue to be evaluated. If there is noncompliance with permitted
effluent limits and stream impairment can be attributed to your facility, then mitigative measures
may be required.
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 other permits which may be required by the Division of Water
Resources or permits required by the Division of Land Resources, the Coastal Area Management
Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Julie Grzyb by email
[e-mail]) or phone at [phone].
Sincerely,
omas A. Reeder, Director
Division of Water Resources, NCDENR
Enclosure: NPDES Permit NC0065307
cc: NPDES Unit
Central Files
Wilmington Regional Office/Water Quality
e-copy:
Susan Meadows, Aquatic Toxicity Branch
Andrew Mulvey, Waste Water Treatment Plant Operator
Amanda Gapski, SE Environmental Manager, GPM Southeast, LLC

Permit NCO065307
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
PDES)
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
GPM Southeast, LLC
are hereby authorized to discharge wastewater from a facility located at the
Scotchman #3303
1610 U.S. Hwy 421, West of Wilmington
New Hanover County
to receiving waters designated as the Northeast Cape Fear River in the Cape Fear River Basin in
accordance with effluent limitations, monitoring requirements, and other applicable conditions set
forth in Parts I, II, III and IV hereof.
This permit shall become effective .......................................August 1, 2014.
This permit and authorization to discharge shall expire at midnight on December 31, 2018.
Signed this day ..................................July 25, 2014.
mas A. Reeder, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 7

Permit NCO065307
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.
GPM Southeast, LLC
is hereby authorized to:
1. continue to operate an existing 0.004 MGD wastewater treatment facility consisting of
♦ grease trap (restaurant)
♦ 1- 5,000 gallon primary tank
♦ 2 — 3,000 gallon equalization tanks
♦ 2 — equalization pumps at % HP
♦ 1- Aquacell MBBR tank with media
♦ 1- Aquapoint Bioclere 24/20 (trickling filter)
♦ 1- Wet well —1,225 gallon capacity
♦ 1- Effluent lift station with two 0.4 HP pumps
♦ Tertiary bag filters
♦ 1- Enaqua UN system
♦ effluent pump station
and discharge softener backwash & RO reject wastewaters from the water purification system
located west of Wilmington on U.S. Highway 421 at the Scotchman #3303 [Truck Stop] WWTP in
New Hanover County, and
2. Operate facilities for a separate stormwater discharge in accordance with Permit SW8900421, and
3. Discharge treated domestic wastewaters combined with softener backwash & RO reject
wastewaters from the treatment facility (Outfall 001), at the locations specified on the attached
map, into the Northeast Cape Fear River, a waterbody classified SC -Swamp waters within the
Cape Fear River Basin.
Page 2 of 7

Permit NCO065307
PART I
A. (L) INTERNAL LIMITATIONS AND MONITORING REQUIREMENTS - Outfall 01-A
a. During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to mix treated wastewater from the Wastewater Treatment Plant's Internal Outfall 01-A with other
wastewaters for additional monitoring at Outfall 001(See A.(2.)). Such internal wastewater discharges shall
be limited and monitoredi by the Permittee as specified below:
LIMITS
MONITORING .
EFFLUENT
PCS
_
RE UIRE . NTS
CHARACTERISTICS
Parameter
Monthly
-Daily
Measurement
' Sample
Sample
Codes
Average
Maximum:
Frequency
Type
Location2
Flow 3
50050
0.004 MGD
Continuous
Recording
Influent or
Intemal Outfall 01-A
BOD, 5 day (20°C)
00310
30.0 mg/L
45.0 mg/L
1/Week
Grab
Internal Outfall 01-A
Total Suspended Solids
00530
30.0 mg/L
45.0 mg/L
1/Week
Grab
Intemal Outfall 01-A
Footnotes:
1. No later than April 21, 2015 begin submitting discharge monitoring reports electronically using NC DWR's eDMR
application system. See Special Condition A (4).
2. Influent: domestic wastewater prior to entering WWTP. Internal Outfall 01-A: internal monitoring point measuring
treated domestic wastewater effluent prior to mixing with wastewaters from the water treatment plant in the wet well.
3. Flow monitoring data from the recording and sampling device located prior to the MBBR tank will be accepted until
modifications can be made to sample actual W WTP influent or effluent flow.
Page 3 of 7

Permit NCO065307
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 001
a. During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge treated domestic wastewaters mixed with softener backwash & RO wastewater from
Outfall 001. Such discharges shall be limited and monitoredi by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
PCS
Parameter
Codes
LINIITS
MONITORING
RE UIREMENTS
Monthly
Average .
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample
Location2
Total Flow MGD)
50050
1/Week
Estimate
Effluent
Dissolved Oxygen (mg/L)
00300
1/Week
Grab
Effluent
Enterococci
(geometric mean)
61211
35 / 100 mL
276 / 100 mL
1/Week
Grab
Effluent
Temperature (CO)
00010
1
1/Week
Grab
Effluent
pH
00400
Not < 6.8 nor > 8.5
Standard Units
1/Week
Grab
Effluent
Total Residual Chlorine
50060
13 µg/L
2/Week
Grab
Effluent
Total Suspended Solids
00530
30.0 mg/L
45.0 mg/L.
2/Month
Grab
Effluent
Ammonia (NH3 as N) (mg/L)
C0610
2/Month
Grab
Effluent
Oil and Grease
00556
30.0 mg/L
60.0 mg/L
1/Month
Grab
Effluent
Total Dissolved Solids (mg/L)
70296
1/Month
Grab
Effluent
Conductivity (mhos/cm)
00094
1/Month
Grab
Effluent
Turbidity TU)
00076
1/Month
Grab
Effluent
Salinity ( t)
00480
1/Month
Grab
Effluent
Total Chloride mg/L)
00947
1/Month
Grab
Effluent
Total Arsenic (g/L)
01002
1/Month
Grab
Effluent
Total Copper (µg/L)
01042
1/Quarter
Grab
Effluent
Total Zinc (µg/L)
01092
1/Quarter
Grab
Effluent
Acute Toxicity
22414
1/Quarter
Grab
Effluent
Footnotes:
1. No later than April 21, 2015 begin submitting discharge monitoring reports electronically using NC DWR's eDMR
application system. See Special Condition A (4).
2. Effluent (Outfall 001): combined wastewaters from the domestic wastewater treatment plant and the water treatment
system after UV treatment and prior to discharge.
3. Dissolved oxygen daily average effluent concentrations shall not fall below 5.0 mg/L.
4. The Permittee shall sample Total Residual Chlorine (TRC) only if chlorine is used by the facility and is present in the,
wastewater. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the
permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina certified
laboratory (including field certified), even if these values fall below 50 µg.
5. These parameters shall be sampled in conjunction with Toxicity testing.
6. Acute Toxicity (Fathead Minnow 24-hour) No Significant Mortality @ 90%; January, April, July, and October, See
Special Condition A. (3.).
b. The Permittee shall discharge no floating solids or foam visible in other than trace amounts.
Page 4 of 7

Permit NCO065307
A. (3.) ACUTE TOXICITY (QUARTERLY) -- MONITORING ONLY
The Permittee shall conduct acute toxicity tests on a quarter lX basis using protocols defined in the North
Carolina Procedure Document entitled "Pass/Fail Methodology For Determining Acute Toxicity In A Single
Effluent Concentration" (Revised -December 2010 or subsequent versions). The monitoring shall be performed
as a Fathead Minnow (Piniephales promelas) 24 hour static test. The effluent concentration at which there may
be at no time significant acute mortality is 90% (defined as treatment two in the procedure document). 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 discharge and shall be performed at the NPDES permitted final..
effluent discharge below all treatment processes.
The parameter code for Pimephales promelas is TGE6C. All toxicity testing results required as part of this
permit condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it was
performed, using the appropriate parameter code. Additionally, DWR Form AT-2 (original) is to be sent to the
following address:
Attention: North Carolina Division of Water Resources
Water Sciences Section
1621 Mail Service Center
Raleigh, N.C. 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.
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 any month, 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 either these monitoring requirements 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 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.
Page 5 of 7

Permit NCO065307
A.(4.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and
specify that, if a state does not establish a system to receive such submittals, then permittees must submit DMRs
electronically to the Environmental Protection Agency (EPA). The Division anticipates that these regulations
will be adopted and is beginning implementation -in late 2013.
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 [Supersedes Section D. (2.) and Section E. (5.) (a)1
Beginning no later than April 21, 2015, the permittee shall begin reporting 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. Until such time that the state's eDMR application
is compliant with EPA's Cross -Media Electronic Reporting Regulation (CROMERR), permittees will be
required to submit all discharge monitoring data to the state electronically using eDMR and will be required
to complete the eDMR submission by printing, signing, and submitting one signed original and a copy of the
computer printed eDMR to the following address:
NC DENR / DWR / Information Processing Unit
ATTENTION: Central Files / eDMR .
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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 mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements 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 using eDMR. Temporary waivers shall be valid for twelve (12) months
and shall thereupon expire. At such time, DMRs shall be submitted electronically to the Division unless the
permittee re -applies for and is granted a new temporary waiver by the Division.
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
http://portal.ncdenr.or web/wq/admin/bog//ipu/edinr
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.
Page 6 of 7

Permit NCO065307
Continued A.(3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
2. 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.
(I 1.)(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:
http://portal.ncdenr.org/web/wg/adm in/bog/ipu/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make the
following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE
ACCEPTED:
7 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 qualifiedpersonnelproperly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible forgathering 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. "
3. 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 122.41].
Page 7 of 7

Approximate
property perimeter
Worsley Operating Corporation
Scotchman #3303 [Truck Stop]
Latitude: 340 15' 10" N Loneitude:770 57' 10" W
Drainaee Basin: Cape Fear Stream Class: SC-Sw
Receivine Stream: NE Cape Fear River Sub -Basin: 03-06-23
State Grid/USGS Quad: J27 SW/Castle Hayne, NC HUC: 03030005
ly1,
Outfall 001
(flows east then south)
ri1MM".2
Facility
Location
(not to scale) x
NPDES Permit NCO065307
North New Hanover County

PERMIT # N00065307
FACT SHEET FOR EXPEDITED PERMIT RENEWALS
Basic Information for Expedited Permit Renewals
Permit Writer/Date
July 25, 2014
Permit Number
NCO065307
Facility Name
Scotchman #3303
Basin Name/Sub-basin number/Index
Cape Fear/ 03-06-23/ 18-74-(61)
Receiving Stream / HUC#
NE Cape Fear River / 03030005
Stream Classification in Permit
SC; Swam
Does permit need Daily Max NH3 limits?
No
Does permit need TRC limits/language?
qYes No added TRC language
Does permit have toxicity testing?
Yes No toxicity data reviewed
Does permit have Special Conditions?
Yes 4No (eDMR reporting -yes)
Does permit have instream monitoring?
Yes No
Is the stream impaired (on 303(d) list)? For
whatparameter?
4Yes No for copper on 2012 303(d) list not in
draft 2014 list, language added to cover letter
Any obvious compliance concerns?
Yes, BIMS violations attached
Any permit mods since last permit?
Yes, ownership change Feb. 2014 and
installation of new WWTP in 2012
Current expiration date
Dec. 31, 2011
New expiration date
Dec. 31, 2018
Comments received on Draft Permit?
No public comments received
Bac round:
This is a minor permit renewal for a truck stop facility that treats domestic wastewaters that are
combined with softener backwash and RO reject wastewaters prior to discharge. The facility was
in non-compliance and was issued a Special Order by Consent (SOC) on May 31, 2012. A new
ORC was hired in Sept. 2012 and the new domestic wastewater treatment system was installed in
Oct. -Dec. 2012 and certified complete on 2-19-2013. The permitted flow of 0.004 MGD did not
change. A change of ownership occurred in August 2013 and the new owners, GPM Southeast,
LLC, acquired a change of ownership for the NPDES permit in Feb 2014. GPM Southeast
submitted a revised permit renewal application on Feb 28, 2014 which documented the new
treatment system.
This is a commercial facility with 25 to 30 employees. The new domestic treatment system
consists of a grease interceptor, 2 primary tanks, 2 equalization tanks, a Moving Bed Biofilm
Reactor (MBBR) tank with media followed by a trickling filter. The treated domestic
wastewaters flow to a wet well where they are mixed with softener backwash and RO reject
wastewaters. The combined wastewaters are than pumped through bag filters to remove
additional particulates and disinfected with an Enaqua UN system. The MBBR domestic
treatment system is designed to handle 0.004 MGD and the wastewaters from the water
purification system (2 softeners and RO reject) are estimated to be 0.003 MGD.
The SOC and previous permit divided the testing into three Outfalls to distinguish between
sanitary wastewaters-Outfall 001, stormwater-Outfall 002, and water purification backwash and
RO reject-Outfall 003. The stormwater has been removed from this system and is permitted
under a separate stormwater permit — SW8900421. Internal sampling will remain in the permit at
the domestic wastewater treatment system effluent (prior to the wet well) to confirm that the
treatment system is meeting State and Federal secondary standards for BOD5 and TSS. This
sanitary wastewater sampling point was renamed Internal Outfall- 01-A in the permit renewal.
WWTP flow will be monitored internally as well to verify that it is not exceeding the plant design
Page 1 of 4

PERMIT # NCO065307
capacity. All other sampling has been modified in this permit to occur at the effluent discharge, at
a point after UV treatment where all wastewaters have been combined and treated. The effluent
discharge sampling point is referred to as Outfall 001 in the permit renewal.
This facility discharges to the Northeast Cape Fear River, a waterbody classified SC; Swamp
waters within the Cape Fear River Basin. The Division estimated stream flow characteristics in
1990 to define the waste load allocation for the domestic wastewaters. As part of that evaluation,
BIMS lists the summer 7Q10 at 26.3 cfs, the winter 7Q10 at 94.6 cfs, and the 30Q2 at 157.7 cfs.
Using the summer 7Q10, an IWC of 0.035% was calculated for this facility which demonstrates
the significant amount of dilution available in the receiving stream. This section of the Cape Fear
is on the 2012 303(d) list for being impaired for copper in 2008. This impairment is not listed on
the draft 2014 303(d) list.
Compliance:
This facility has numerous monitoring and permit limitation violations for BOD5, TSS,
enterococci, pH, TRC, and DO. The new treatment system has improved treatment; however, it
has required some modifications and adjustments and has not consistently achieved limitations as
designed. Bag filters were added to achieve BOD5 and TSS limits and the ORC has eliminated
the use of different disinfectants that have caused upsets in the MBBR system. A new ORC was
hired in Sept. 2012 and the new owners, GPM Southeast, stated that they are committdd to
complying with NPDES permit limitations. Over 7 NOVs have been issued during the past year.
Below are several Tables showing the average and maximum concentrations of pollutants
discharged from the wastewater treatment plant (Outfall 001-renamed Internal Outfall 01-A) and
the water treatment system (Outfall 003 renamed Outfall 001). The plant continues to have
difficulty meeting basic secondary standards for BOD5, TSS, and enterococci.
Outfall 001
TSS
BOD5
Oil & Grease
Ammonia-
PH
TRC
DO
WWTP Flow
(WWTP
(mg/L)
(mg/L)
(mg/L)
nitrogen
(S.U.)
(ug/L)
(mg/L)
(MGD)
discharge)
(mg/L)
Permit Limit
30 monthly avg.
30 monthly avg.
30 monthly avg.
No limit
Between
13 ug/L,
?5
0.004 monthly
45 daily max.
45 daily max.
60 daily max.
6.8 and 8.5
daily max
mg/L
avg.
Average (2013)
65
58
12
32
7.75
24
5.93
0.0016 .
Maximum (2013)
250
294
88
153
8.81
416
3.3
0.0049
min.
Outfall 003
(WTP discharge)
Flow
(MGD)
TRC
(ug/L)
DO
(mg/L)
Enterococci
(cfu/100ml)
Ammonia-
nitrogen (mg/L)
Turbidity
(ntu)
DO
(mg/L)
PH (S.U.)
Permit Limit
No limit
13 ug/L,
daily max
z 5 mg/L
35/100 mL monthly avg.
276/100 mL, daily max.
No limit
No limit
z 5 mg/L
Between 6.8
and 8.5
Average (2013)
0.0018
18.
6.01
1 1732S
1.24
1 16
16.01
1 7.73
Maximum (2013)
0.0052
20.
3.9 min.
1 120980
1.6
1 158
1 3.9 min.
1 8.14
Outfall 003
(WTP discharge)
As (ug/L)
Cu (mg.L)
Fe (ug/L)
MN
Zn (ug/L)
Chloride
(mg/L)
Permit Limit
No limit
No limit
No limit
No limit
No limit
No limit
Average (2011-2013)
< 10
19
22
10
29
5345 (2013)
Maximum (2011-2013)
1 10
F120
1 100
20
200
6440.(2013)
TOXICITY:
Since 2010 this facility has failed 3 out of 14 toxicity tests. All of these failures occurred in 2012.
Page 2 of 4

PERMIT # NCO065307
RPA:
A RPA was not performed on the effluent from this facility because there have been so many
changes to the treatment system, there is a limited data, and there are no saltwater Water Quality
Standards (WQS) for Fluoride, Iron (Fe) and Manganese (Mn). Copper, Zinc, Arsenic, and
Chloride sampling will remain in the permit and an RPA can be performed at permit renewal
when several years of data are collected under the new treatment system conditions.
PERMIT DEVELOPMENT:
Monitoring at Internal Outfall 01-A will be maintained in the permit for Flow, BODS, and TSS.
This testing will verify that Secondary standards are being met and that the flow design capacity
is not exceeded. Oil & Grease limitations and monitoring have been moved to the effluent page,
Outfall 001. The facility is responsible for making sure the oil and grease interceptor is properly
maintained and functioning so the WWTP is not overloaded.
Water Quality based limitations and Water Treatment Plant (WTP) Permitting Strategy
limitations and monitoring requirements are to be monitored at the effluent discharge, renamed
Outfall 001 located after both wastestreams (sanitary and water treatment plant softener backwash
and RO reject ) have been mixed and treated in the UV system.
Monitoring for Fluoride, Iron, and Manganese have been removed since there are no saltwater
standards for these parameters. Acute Toxicity testing will remain in the permit at 90% effluent,
as required for complex wastewater discharges (WTPs) to tidal waters that have not been
modeled. Stream sampling was not added to this permit since the WTP discharge is small and the
receiving stream provides significant dilution.
Monitoring for DO, Enterococci, Temperature, pH, ammonia -nitrogen and TRC is required for
Class II facilities treating 100% domestic wastewaters in accordance with 15A NCAC 2B .0500
Administrative Code.
Monitoring for Flow, Temperature, pH, Salinity, Ammonia -nitrogen, TDS, TSS, Conductivity,
Turbidity, Total Chloride, TRC, Total Arsenic, Total Copper, and Total Zinc is required for
RODE wastewaters per the NPDES Water Treatment Plant Permitting Strategy.
To reduce the amount of sampling required by the Permittee most of the sampling for water
quality limited parameters will now be performed at the effluent discharge point or Outfall 001.
Monitoring frequencies were based either on NC Administrative Code or the WTP Permitting
Strategy. The WTP Permitting Strategy has a TSS treatment limitation so the permittee is
required to demonstrate compliance with TSS at both sampling points — Internal Outfall 01-A and
the effluent Outfall 001.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: April 9, 2014 (est.)
Permit Scheduled to Issue: June 2, 2014 (est.)
STATE CONTACT:
If you have any questions on any of the above information or on the attached permit, please
contact Julie Grzyb at [phone].
NAME: DATE:
Page 3 of 4

PERMIT # NCO065307
REGIONAL COMMENTS:
Comments on the draft permit were received from Dean Henkele on April 14, 2014. As a result,
the following changes were made to the permit.
l . There is no longer an influent pump station, the wastewaters flow via gravity to the
primary tank. The influent pump station was removed from the components list.
2. The effluent sampling point was renamed Outfall 001 and the internal sampling point
following the domestic wastewater treatment plant is referred to as Internal Outfall 0 ] -A.
The limitations and monitoring requirements were separated into two different Sections,
A.(l .) and A.(2.), to make Discharge Monitoring Reporting clearer.
3. Due to the number of permit limit violations at this facility, the requirement for
continuous flow monitoring and recording will remain in the permit as it was in the
previous permit, at the WWTP influent or effluent (internal outfall 001-A) even though
facilities discharging < 10,000 gpd are not always subject to this condition. It is
recommended that this flow device be maintained so the ORC can improve operation and
maintenance at the treatment plant. Also, as discussed with the ORC, it will be noted in
the cover letter that it would be best if the device could be modified to measure actual
influent or effluent flow at the WWTP so recycled wastewaters are not included. This
value would more accurately reflect the permitted flow volume to be reported on the
facility's Discharge Monitoring Reports. The flow data from the current sampling device
will be accepted until this modification is made.
4. The map was corrected to reflect the proper discharge location.
5. Due to a staffing shortage, the expiration date on the permit will not coincide with other
permits in this basin. The permit expiration has been changed to Dec. 31, 2018 to allow
4.5 years before permit renewal. The expiration date of Dec. 31, 2019 would have
resulted in a permit lasting more than five years and needed to be revised.
Page 4 of 4

AFFIDAVIT OF PUBLICATION
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
Public Notice
North Carolina Environmental man- Before the undersigned, a Notary Public of Said County and State,
agement Commission/NPDES Unit
1617 Mall Service Center
Raleigh, NC 27699-1617
Notice of Intent to Issue a NPDES Anita Thomas
Wastewater Permit
The North Carolina Environmental
Management Commission proposes Who, being dui sworn or affirmed, according to the law, says that he/she is
to issue a NPDES wastewater proposes
S Y g Y
charrgge permit to the person(s)
Ilstetl below. Written comments re-
garding the proposed permit will be ( Publisher's Assistant
to NC Division or water
(DWR) may hold a public
of THE STAR -NEWS, a corporation organized and doing business under the Laws of the State of
dull there be a slgmfl-
North Carolina, and publishing a newspaper known as STAR -NEWS in the City of Wilmington
p gY g
ee of public interest.
iI comments and/or in -
requests to DWR at the
Public Notice North Carolina Environmental Management Commission/NPDES Unit 1617
ress. Interested persons
he DWR at 512 N. suns
Mail Service Center Raleigh, NC 27699-I6I7 Notice of Intent to Issue a NPDES Wastewater
t, Raleigh, NC to review
Permit The North Carolina Environmental Management Commission proposes to issue a
NPDE
i on file. Additional [n.
on NPDES permlts and
may be found an our
GPM Southeast, LIC red
uested re-
newal of permit NC0065307 to dis-
charge treated domestic wastewa-
ter and backwash tram potable wa-
ter softeners and RO relect water [o was inserted in the aforesaid newspaper in space, and on dates as follows:
the NECape Fear River, Cape Fear
River Basin. 617IX
And at the time of such publication Star -News was a newspaper meeting all the requirements and
qualifications prescribed by Sec. No. 1-597 G.S. of N.C.
( `:d� QA-- Title: Publisher's Assistant
Sworn or. affirmed to, and subscribed before me this �_ day of
A.D., � t q
Testimony Whereof, I have hereunto set my hand and affixed my official
year aforesaid. -4
TA
My commission expires T 1 day of �120 t v
Apon reading the aforegoing affidavit with the advertisement thereto annexed it is adjudged by the Court that the
publication was duly and properly made and that the summons has been duly and legally served on the defendani
This day of
Clerk of Superior Court
t110T M11 rlfTit it

2012 North Carolina 303(d) List -Category 5
Cape Fear River Basin
> AU Number Name
10-digit Watershed
Description
0303000708 Harrisons Creek -Northeast Cape Fear River
Length or Area Units Classification Category
Category
Rating Use
Reason for Rating
Parameter
Year
• 18-74-(61)
Northeast Cape Fear
River
From mouth of Ness Creek to Cape Fear River 1.0 s Acres
SC;Svv 5
5
Impaired Aquatic Life
Standard Violation
Copper
2008
• 18-74-63-2
Burnt Mill Creek
From source to Smith Creek
4.6 FW Miles
C;Sw 5
5
Impaired Aquatic Life
Poor Bioclassification
Ecological/biological Integrity Benthos
1998
Catawba River Basin
Catawba River Basin
8-digit Subbasin
10-digit Watershed
12-digit Subwatershed
03050101 Catawba River Headwaters
0305010103 Linville River -Lake James
030501010303. Lake lames -Catawba Rivei
11-30
White Creek
From source to Lake James, Catawba River 3.1 FW Miles
C 5
5
Impaired Aquatic Life
Fair Bioclassification
Ecological/biological Integrity Benthos
2010
Catawba River Basin
10-digit Watershed
12-digit Subwatershed
0305010105
030501010506
Johns River
Lower Johns Rivei
> 11-38-35
Parks Creek
From source to Johns River
5.3 FW Miles
C 5
5
mpaired Aquatic Life
Fair Bioclassification
Ecological/biological Integrity Benthos
2010
Catawba River
Basin
10-digit Watershed
12-digit Subwatershed
0305010106 Silver Creek -Catawba River
030501010605 Canoe Creek
• 11-33-(2)
Canoe Creek
From Burke County SR 1248 to Catawba River 5.6 FW Miles
WS-Iv 5
5
Impaired Aquatic Life
Fair Bioclassification
Ecological/biological Integrity Benthos
2010
12-digit Subwatershed
030501010608
Hunting Creek -Catawba Rive
• 11-36-(0.3)
Hunting Creek
From source to a point 1.0 mile upstream of Burke County SR 1940 3.1 FW Miles
C 5
5
Impaired Recreation
Standard Violation
Fecal Coliform (recreation)
2012
Friday, August 24, 2012 Approved by EPA August 10, 2012 Page 25 of 170

IWC Calculations
Facility: Scotchman #3303
NC0065307
Prepared By: JAG
Enter Design Flow (MGD): 0.006
Enter s7Q10 (cfs): 26.3
Enter w7Q10 (cfs): 94.6
Total Residual Chlorine (TRC)
Daily Maximum Limit (ug/1)
Ammonia (Summer)
Monthly Average Limit (mg NH3-N/1)
s7Q10 (CFS)
26.3
s7Q10 (CFS)
26.3
DESIGN FLOW (MGD)
0.006
DESIGN FLOW (MGD)
0.006
DESIGN FLOW (CFS)
0.0093
DESIGN FLOW (CFS)
0.0093
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
Upstream Bkgd (ug/1)
0
Upstream Bkgd (mg/1)
0.22
IWC (%)
0.04
IWC (%)
0.04
Allowable Conc. (ug/1)
48092
Allowable Conc. (mg/1)
2206.8
Ammonia (Winter)
Monthly Average Limit (mg NH3-N/1)
Fecal Coliform
w7Q10 (CFS)
94.6
Monthly Average Limit:
slot Required DESIGN FLOW (MGD)
0.006
(If DF >331; Monitor)
DESIGN FLOW (CFS)
0.0093
(If DF<331; Limit)
STREAM STD (MG/L)
1.8
Dilution Factor (DF)
2828.96 Upstream Bkgd (mg/1)
0.22
IWC (%)
0.01
Allowable Conc. (mg/1)
16073.6
Total Residual Chlorine
1. Cap Daily Max limit at 28 ug/I to protect for acute toxicity
Ammonia (as NH3-N)
1. If Allowable Conc > 35 mg/I, Monitor Only
2. Monthly Avg limit x 3 = Weekly Avg limit (Municipals); capped at 35 mg/I
3. Monthly Avg limit x 5 = Daily Max limit (Non-Munis); capped at 35 mg/I
4. BAT for Minor Domestics: 2 mg/I (summer) and 4 mg/I (winter)
5. BAT for Major Municipals: 1 mg/I (year-round)
Fecal Coliform
1. Monthly Avg limit x 2 = 400/100 ml = Weekly Avg limit (Municipals) = Daily Max limit (Non -Muni)
NPDES Server/Current Versions/WLA; TB 1/16/2009

Grzyb, Julie
From: Amanda Gapski <[e-mail]>
Sent: Thursday, June 26, 2014 10:32 AM
To: Grzyb, Julie
Cc: Environmental; 'Andrew Mulvey'
Subject: 3303 (NC) NPDES Pending Final Permit // Permit Effective Date Email'
Good morning, Julie,
Please allow this email to serve as notice that GPM Investments prefers a permit effective date of 8/1/14. We have
reviewed the final version of the permit sent to you on 6/4/2014 and are aware of the monitoring limitations and
requirements listed in the final permit.
Thankyou,
Amanda
From: Grzyb, Julie fmailto:julie.grz b(alncdenr.gov]
Sent: Wednesday, June 25, 2014 10:06 AM
To: Amanda Gapski
Subject: RE: Scotchman #3303 NPDES Pending Final Permit // Update Request
Amanda,
Status is on schedule to be issued end of July, I actually have it completed and dated for issuance on July 25, 2014,
effective Aug. 1, 2014.
For my records, could you please provide an email stating that GPM investments prefers a permit effective date of Aug.
1, 2014 instead of Sept. 2014 and that you have reviewed the final version of the permit sent to you on 6/4/2014 and
are aware of the monitoring limitations and requirements listed in the final permit.
Stating this does not forgo your right to contest the permit but it does recognize that GPM investments is aware and
prepared to perform and meet the limitations and requirements set forth in the permit sooner rather than later.
Thanks,
Julie
From: Amanda Gapski rmailto:AGapskiCalgiminvestments.com]
Sent: Tuesday, June 24, 2014 8:03 AM
To: Grzyb, Julie
Cc: Environmental
Subject: Scotchman #3303 NPDES Pending Final Permit // Update Request
Good morning, Julie,
I wanted to follow up with you on the status of Scotchman 3303's pending NPDES permit - I checked the paper on
Saturday, June 71h, to ensure the Public Notice was published, which, indeed, it was. Please let me know if we are still on
track for the permit being issued towards the end of July, and also, please let me know if there is anything that we can
do to assist you with the permitting process.
As always, your assistance is greatly appreciated.
Thank you,

Amanda Gapski
Southeast Environmental Manager
GPM Southeast, LLC
910-796-2418 (office)
910-612-8003 (cell)
a¢[e-mail]
From: Grzyb, Julie rmailto:julie.gr�b4ncdenr.govl
Sent: Wednesday, June 04, 2014 2:24 PM
To: Gapski, Amanda
Subject: Scotchman #3303 NPDES permit
Amanda,
Attached is the final permit I was going to issue on June 6`" until I found out the newspaper never published the public
notice for this permit.
As we discussed, the notice is to be published this Sat., June 7`h. I have to wait 45 days then before it can be issued. As a
result we are looking at an issuance date of around July 25th (leaving a couple days for my supervisor to sign it). Usually,
if a permit is issued at the end of July, we write an effective date of Sept. 1, 2014 (if you want a sooner effective date,
like Aug 1st, I can do that but Scotchman must be ready to comply — your choice). Please review the permit thoroughly
and let me know if you have any questions or if you are not clear on any items. I did make some changes to the permit
because our Regional staff spotted some inaccuracies in the permit. These changes are discussed in the cover letter
which is also attached.
I apologize for this error — first time this has happened to me in five years.
Julie
PS. Please note that the date to submit eDMR reports will be extended 270 days from the effective date of the permit
(whatever that ends up being)- not March 30, 2015 as written in the cover letter and permit (footnote #1 on both
effluent pages).
Julie A. Grzyb, Environmental Engineer
NC DENR / Division of Water Resources / Water Quality Permitting
NPDES Complex Permitting, Wastewater Branch
1617 Mail Service Center, Raleigh, NC 27699-1617
919/807-6389 (wk)
[e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be
disclosed to third parties.

41
Grzyb, Julie
From: Mulvey, Andrew <AM u Ivey@ nhcgov.com >
Sent: Thursday, May 29, 201411:03 AM
To: Grzyb, Julie
Cc: [e-mail]; Hunkele, Dean
Subject: Re: Flow monitoring device?
Attachments: image jpeg
Julie, the flow meter measures the flow of waste water from the eq tank to the mbbr tank. It does not take into account
the waste water that is recycled back to the primary holding tank. So in reality the flow to the river is less than what is
X
recorded by the meter. The meter has been calibrated within the last year. See picture
Sent from my iPhone to.,ec�r�✓
On May 29, 2014, at 10:25 AM, "Grzyb, Julie" <[e-mail]> wrote:
Amanda and Andy,
I am preparing the Scotchman #3303 permit for issuance and I have a few comments to address.
One is from Dean Hunkele a DWR staff member in the Wilmington Regional Office. He stated that
there is no flow measurement device at the facility. That Scotchman is calculating an estimate of
the flow based on metering of raw water intake -- backwash volume and assuming no consumptive
loss.
The permit requires that the domestic wastewater treatment facility operate, and maintain a
continuous flow measuring and recording device or totalizing devices.
Please clarify whether such a device has been install and exactly where it is located in the WWTP.
Thanks,
Julie
Julie A. Grzyb, Environmental Engineer
NC DENR / Division of Water Resources / Water Quality Permitting
NPDES Complex Permitting, Wastewater Branch
1617 Mail Service Center, Raleigh, NC 27699-1617
919/807-6389 (wk)
[e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records law
and may be disclosed to third parties.

1�1
�;
� ::,

Grzyb, Julie
From:
Hunkele, Dean
Sent:
Monday, April 14, 2014 1:31 PM
To:
Grzyb, Julie, Gregson, Jim
Subject:
RE: Draft permit for Scotchman #3303 (NC0065307)
Attachments:
Dean Hunkele.vcf
Importance: High
Julie,
Great to see this get out. I have the following comments:
1. They no longer have an influent pump station. It is all via gravity to the primary tank. I guess they are going to
keep the tertiary bag filters that were never approved, thus need to be added to the system description.
2. The use of Outfall 001 for wastewater sampling is well established, thus why can't we keep that nomenclature
as the main sampling point for comingled and list an internal as 001-A for the domestic only?
3. They have no flow measurement device at the facility. They are calculating an estimate of the flow based on
metering of raw water intake — backwash volume and assuming no consumptive loss. Not sure how we want to
list this in permit & BIMS.
4. Please note your map is wrong for the outfall as it sits under the bridge on the NECF but out of the main channel
— we required they locate it as part of the SOC.
5. Lastly, we are issuing this for a full 5 years putting them well off -cycle with the others in the CF Basin? The delay
is partly on us and partly on them.
Please let me now if you have any questions.
Dean Hunkele
Senior Envronm ml Spanal'S
NC DENR
Division of Vlaw RE ,T.
Dean. Hunlw_lesrc?n,.cov
Wilmington Regional Office
Reception (910) 796-721S
Dyx [phone]
Fax (910) 3WZDD4
127 Cardral Drive Exb rc on
VAk ir4m, NC 28405
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
For information about permit applications please visit DENR's Permit Application Tracker using this address:
http://Portal.ncdenr.org/web/deao/permit-tracker
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a
complete application and if no addtional information has to be requested upon full review. Please use the tracker to

determine the official application receipt date to allow you to estimate a date for issuance and find the reviewer's
name. Once issued, the record stays on the site for 30 days.
From: Grzyb, Julie
Sent: Friday, April 11, 2014 11:18 AM
To: Gregson, Jim
Cc: Hunkele, Dean
Subject: Draft permit for Scotchman #3303 (NC0065307)
Jim,
Attached please find the draft renewal permit for the Scotchman #3303 (formerly Worsley) facility for your review.
The Public Notice period ends on May 16, 2014
Thanks,
Julie
Julie A. Grzyb, Environmental Engineer
NC DENR / Division of Water Resources / Water Quality Permitting
NPDES Complex Permitting, Wastewater Branch
1617 Mail Service Center, Raleigh, NC 27699-1617
919/807-6389 (wk)
iulie.erzyb@ ncdenr.¢ov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be
disclosed to third parties.

G -zyb, Julie
Fr 3m: Gapski, Amanda <[e-mail]>
SEnt: Tuesday, February 18, 2014 12:13 PM
To: Grzyb, Julie
Cc: Environmental
Subject: Contact Information
Good afternoon, Julie,
It was a pleasure to speak with you yesterday. Please see contact information for all those who partook in the phone
conference yesterday:
Rolfe Lann
Corporate Environmental Manager
GPM Investments
804-994-7361 (cell)
[e-mail]
Andy Mulvey
Waste Water Treatment Plant Operator
910-508-2960
[e-mail]
Amanda Gapski
SE Environmental Manager
GPM Southeast, LLC
910-612-8003
If you have any questions or concerns, please feel free to contact any of us using the information above. Thank you so
much for your time and assistance with this project.
Best regards,
Amanda Gapski
SE Environmental Manager
GPM Southeast, LLC
910-796-2418 (office)
910-612-8003 (cell)
aeapski@¢pminvestments.com
—The preceding e-mail message (including any attachments) contains information that may be confidential, may be protected by the attorney -client or other
applicable privileges, or may constitute non-public information. It is intended to be conveyed only to the designated recipient(s). If you are not an intended recipient
of this message, please notify the sender by replying to this message and then delete it (including any attachments) from your system. Use, dissemination,
distribution, or reproduction of this message by unintended recipients is not authorized and may be unlawful. Disclaimer regarding identity of transmitting
organization: The person sending this e-mail may be an officer, director and/or employee of more than one company. Although the entity indicated on the signature
block is VPS Stores, this e-mail is not necessarily being sent on behalf of VPS Stores. Please do not hesitate to contact the person sending this email if you
require any clarification regarding the foregoing. Disclaimer regarding Uniform Electronic Transactions Act ("UETA"): If this communication concems negotiation of
a contract or agreement, UETA does not apply to this communication; contract or agreement formation in this matter shall occur only with manually -affixed original
signatures on original documents.—

Grzyb, Julie
From: Gapski, Amanda <[e-mail]>
Sent: Tuesday, February 25, 2014 5:01 PM
To: Grzyb, Julie
Cc: Environmental; Tara Mulvey
Subject: 3303 (NC) WWTP Permit Application Package - Updated 2/25/14
Attachments: 3303 WWTP Permit Mailing Remailing 2-25-14.pdf
Julie,
Attached is GPM Southeasfs updated permit application for the WWTP at Store 3303, located at 1610 US Highway 421
North in Wilmington, NC. The package has been updated to include the NC Form-D, an addendum to NC Form-D, and
the revised Simple Schematic, showing the true flow of the RO piping through the site.
A hard copy has been certified -mailed to Raleigh to Mr. John Hennessey's attention. Please allow this email and
attachment to serve as our respectful submission of the electronic version of the application. Please review the
attached and let me know if you have any questions or concerns.
As always, your assistance with this project is greatly appreciated.
Thank you,
Amanda
***The preceding e-mail message (including any attachments) contains information that may be confidential, may be protected by the attorney -client or other
applicable privileges, or may constitute non-public information. It is intended to be conveyed only to the designated recipient(s). If you are not an intended recipient
of this message, please notify the sender by replying to this message and then delete it (including any attachments) from your system. Use, dissemination,
distribution, or reproduction of this message by unintended recipients is not authorized and may be unlawful. Disclaimer regarding identity of transmitting
organization: The person sending this e-mail may be an officer, director and/or employee of more than one company. Although the entity indicated on the signature
block is VPS Stores, this e-mail is not necessarily being sent on behalf of VPS Stores. Please do not hesitate to contact the person sending this email if you
require any clarification regarding the foregoing. Disclaimer regarding Uniform Electronic Transactions Act ("UETA"): If this communication concerns negotiation of
a contract or agreement, UETA does not apply to this communication; contract or agreement formation in this matter shall occur only with manually -affixed original
signatures on original documents.*"*

Addendum to NC NPDES Application — Form D
NPDES Permit #: NC0065307
GPM Southeast, LLC (Applicant)
Store 3303
1610 US Highway 421 North
Wilmington, NC 28401
1.) Is the stormwater discharge regulated under a state stormwater permit?
Yes.
2.) Is the stormwater discharge separate from the facility wastewater?
Yes.
3.) Has GPM Southeast gotten a change of ownership completed for that permit?
GPM Southeast is currently in the process of submitting a request for a State Stormwater Permit
Name/Ownership Change.
4.) What is the stormwater permit number?
No. SW8 900421
5.) What is the design flow of the sanitary wastewater treatment system (MGD)?
The plant design flow is 4,000 GPD or 0.004 MGD.
6.) What is the maximum amount that can be discharged from the water treatment system
(combine softener backwash and RO concentrate) (gallons per day during hours of operation)?
The maximum amount that can be discharged from the water treatment system (combine
softener backwash and RO concentrate) (gallons per day during hours of operation) is .0065
MGD.
7.) Please specify hours of operation.
The system operates 24/7.
8.) Given that, what is the max that can be discharged from the wet well, or is the limiting factor
the pumping capacity from the wet well, the wet well capacity, and/or the UV design
capacity?
The wet well (effluent lift station) pumps were designed to operate at a maximum of
approximately 32.5 GPM @ 13-feet TDH. This was based on the length of the discharge pipeline
found in the Worsley records. The operating flow rate is adjusted by the operator using the
butterfly valve located near the UV unit. We set this at approximately 25 GPM following the
start-up as this is the discharge flow rate noted on the approved plans. We noted that the flow
at high tide was approximately 28 GPM with the valve fully opened.
9.) What is the UV design capacity?
The UV unit is a model M3-U8 which has a total of eight lamps and a U-configuration. Four
lamps are primary and the remaining four are redundant and used if one of the primary lamps
fails. The unit is designed to process up to 35 GPM at 65% UV transmission with four lamps

operating. If all eight lamps are operating, the unit can process up to 70 GPM at 65% UV
transmission. As noted on the plans, the water should not exceed 5 NTU turbidity.
10.)What is the wet well capacity?
The wet well capacity is approximately 735 gallons at the high level switch setting, with a total
capacity of 1,225 gallons.
11.)What is the force main pump capacity?
The effluent lift station, referenced in response to Question 8 above, includes the pumps that
are used to discharge to the river and would, in this case, be the force main pumps. The
maximum capacity for the force main is 32.5 GPM. However, as stated above, the pumps should
not be set to more than 25 GPM.
12.)Also, please to be sure to address sludge disposal practices to be used at the facility in
handling solids from the wastewater treatment system.
No sludge is generated by the Bioclere wastewater system. Sludge and solids that slough off the
Bioclere trickling filter are pumped/recycled to the primary settling tank on a timed interval;
usually on an hourly basis. The primary holding tank is pumped every other month to remove
solids that are introduced into the system from store patrons.
13.)Please list your residual management permit #. Have you applied for a change of ownership
for this permit?
There was, at one point, a residual management permit listed for this facility, but it expired.
Due to the fact that the installed Bioclere system recycles all solids, and sludge is not produced
or removed from the system, a renewed residual management permit is not required.

LASTCMfRIG SERE ELfA•ENl
S YODEL C (BLACK EFTMI
DOLT. TYPE 316 STAILESS SRIL
PRESSURE PLATE: PEInrORCED N I(W MWER
.^TTAINI r�^• ^ t !iTR TT BECUREMENIS
A.L STRUT ATTACHED TO A tONCRCIE OR YA'.ONR•
SVRFACC 94ALL BE TYPE 315 STAINLESS STEEL.
57RUT NOT ATTACHED TO A CONCPETE OR VA -IOW,
SURFACE SHALL DE TYPE ,)s OR TYPE 316
STA:KESS STEEL.
PIPE CLAMPS NSTALLLD ON ME NTEP40R OF llu •ANK
SHALL RE TYPE 3.6 STAIN'rSS STEEL.
PIPE CLAMPS • ' e, SMALLE TYPO 30 INSTALLED
T•i'f 316 STN�LE l,or T Ef I tAN
`_rl A{ STRUT SHALL B£ ATTACHED TO THE CONCRETE ON
• I �� CORC DRILLED HOLC: 5HALL BC SAIOUI- ANO - - 1 r-J}J -� 9___-7i-:0-_
- ••' 1 T iN em-DUD • IM YASONRY SURFACE USING A u:f7;uUY OF TWO RfAi;
PFRMNDUCULAR TO TANK RANI II--JJ
... ....- .___ l BOLTS5MALL OE 3/5--ID T`PE 316 STAIN;ESS STEEL
`_HEX NEAO BOLTS NSTALLCDCOMPLETE WIT4 CNE
tYV TANK WAIT -'-TYPE SIB sTA•NLE55 SfCliT W SHER AND PfDEEAD ^:RY-3E ORW N A'1; -. PCmm ANi -
TTw� grx �nuPrY rNn rdt A11 STAIN [Sc emm c.51Nf <
;.} ----- e---- ------------ ANCHOR BaIS wTM BE I.15TALLCO A VWjV Of
�7e • so, p PVC � • oes
.J 3.s NCHE FROM C EDGE OF CONCRETE
ure2PINwr+ ; ;
e Tirp•, zIY '�1 ..., r.e R,.«t.:••A,��r FMT Pacer[ j
L u1K.eA.t EIr<DaAra3rer»Pre IM.wYNaNHaIh3eW > _. CONTRACTOR SNAIL COCAIN WRITTEN APPRovA; FON THE
UVtK ITTYS NOT IDECIRfO HEREIN.
Nor
>• NreInYIMfY, Sue�;t,e.,. ere RnaaPHnH y •a so PK Pn
r1NV RO ITAOIR.Y, � SITE, nRlAO(D Roo 70/ iTAMTSS SRII ROAN Ra.<Y11 P111IP AIIC110RR tpl' r. .6 MIALL J/b^ 3FL STAtIAISs
Blmi . N+PYI e. AN, b [
rIL1PE MO
HER CUT M I " E IN
•TE FLAT WA91 R. F4 LTtx MASIKR
erNYV.SeMw AYM NND I,ENI NUT r . HR[ N CONCRETE 1. ROCK ro A cw Or A ro I5
wo ,A' 1111-015 SDA p PYC IS. [I0. a IKI[S BLOW V WM C'Al M.[D AW 1D R A.I A¢ kW III R IMI,U
tn/nt WlrVPmb1t4a1Li1s.. NrIAtY N•.MRwr1 / • • Q CAI[ R10K MST.LLA.O M UTT SYW.1 N A¢7•D.NCL MIN
R( Y4A/ACTR[RS NTT[N NStRUCT.fNi STW. OMUD[D +R .Ltdt
7" D K(C•'T :+••: 'T WY•Clf - L- Sb•- p tYt.4.
ro V Y trst«[cvp
IJHKSEAL MODULAR SEALS WITH [pqr OReI m W 11 OPENING R.LL f TLCM r ;K .TWINES t 31 AID LSS STEELNLLA.L Ile' SIt ak'XR, SPA
TIVII EZ PDD AN' S T. C IL Wwl 71e l ft C i2TERAT III K 'a A
laPI W 1 2 AND ,Q W1. LWAA .1 I'll H Itf=.l RWI rw ,Wl TD A
HOUSVANUTON. TEXARECIS.
. U.S.A.P%PEE SELL 0 NS3-24OR. Nc. PLAN VIEW 1XrTN S E ro SFT V SI ao. QN1 r•II cae A HE ro Y[,N:+T ,.I. TrAAes
HOLISTON, TEKAS. .SA. TEL.- 800-s23-21T0 E-YYL: OFOOPSPSI.CON -- noaoA"ArKN TARtT I[[D[R AA\T SYSOI .4 . NNTI .l SM1 .I4p a Ao1 I.M N ,tcran.Nrr
--- --.0 0tl-xuu N1N Rr YUAIA INSINU.4 NsteW:trr«i "ST. ,•»[.L:FD Yp A+ADM
0 C.I it rM PJtORi p[Tµ RJrC T,Ir BDr3ei NSIAUtw M.N: of Rrne eRAO.[i.
PIPE PENETRATION SEAL DETAIL 1 f
AIiVNVu Acuss
i'111AN De
[Dt��- oIH.P»5bNLoN«a -apoeofP«it TM.«' .[IIeND.Ye«i pAnNM
Gran Pumps dSystems
420 Third treet n NOIR YUK e.0 YAK _
.Ia,.1 IN rA-TIT-Io •J 16-r�-�alYt x•'tR'% f Pigtm, Ohio 45350
_ (937) 778-M?
e- Y e' WIT p r.e evr+eNc Fax [phone]
IV h+ 11 wIDN R b)T-SJ) WWW.CrUrNpumpe.clom
fe. AIR-3Ne-P371
TMrLNreANInANYr
EFFLUENT PUMP
\1^ PE11fORrANW DATA
-
SERIES W13 ACCESS BOOR PUMP, -- BARNES %. 411
TytuY - br _ I• sa p Pvc wl ROw 4SY3 pOm
STANDARD F�jy$E$; '� DESIGN HEAD: 22 It
OWED -LOCK T-316 STAINLESS SUIL e- 'p ' t MOTOR RPY: 1750..�
HOLD MIN Aft «ITN LfLfASC "Im •T. MOTOVOLTAGE.
115 1 60
•I -Sig PENASTAINLESS STEEL NtIO[4 AND
A;,cwro NAIVIIATM
_.. MOTOR HORSEPOWER: Rb
.1-31e STAINLESS STEEL Sur LOCK WIN
�• eLSP[N TAICf YAA sIA'Nwr � � I MSL1lAT10N CLASS B; 130'C
e STAINLESS STEEL COWIESSM SPeAT/ ASSRI 7Ce s1ATWt•ts tancc
I�£LLER KatAlRl 4.SAL1 TO II,tI M I -__--__-_ ti-__ AA•
OMK3rsvM cWs oN oo• _ _ _ _ _ i. .
eNON-otar OERETe.c WnT1oIW1 cDAnw �ro
PYRE L[Y CONS• LCTgII
•30 LK ►fR Sa. T I LL• RH. Ip XII 11ARAL�: Slit I
(N34 Kc. ►[R so. o[m UMC u1NC) aea R...< (.1 -� �• I vN e» sa•. TMtie CaNru+e �tY[iswrtcl[sfTraps.aRl.QuN!fn
•IxrAODm A13AewuY LwNN¢ FRAYf •.
•3Eemub LwT_ NI"N" !� p' • n uH. p PYG 1 9I D
N e7,-»,
•URTIY[ WARAMT[i I .-' _ b• Yf, IN Pus RE I J
i PNw-D.D
_ _ _ - - N _ _ _ - _ _, _ D Hyh LeM Al.- O 7Y _ _
•• "•p T FALL lAbt[T `•L Yv l�-[XD--.f l�'f N 1.1K4�
si.rarss srt¢
e. Ay.taN, I r e- ID. yoplN cal; .�wc
\ • SIYY�Aa TRAa I i
CONTRACTOR SHKL INSPECT WANKS AND s£R;FY WNERT ELCYAION$ PRIOR TO INS'AtLATMON i ; L• P'
OF ANY LANK _ _ I FIT -;L.I ry •- 1•EN[RE III TF.t Lan Pump (:n O 12'
FLOAT *WINCHES AN7 LEVEL T, ANSD'JCFRS SHALL BE rIELD TESTED TO INSURE PROPER -> _ -- -- - - i +lS-Jv-sJl5-6: R_WNFS
OPERATION AMFD .SET -POINT y- SNnnrl r.;Arp ,
A
' l.cc PIImO M O u'
ALL TANKACC. INCLOENN'. IO': . tMALL IR ULYCNSTRATED TO BE V'AtMrG 11 BY A 26-HOUR
LEVC
II
HYDROSTATIC AKAGE TES- ::NOTED AT THE INSTALLATION SITE PRIOR 10 SYSTEM STARTUP. ' _ _ _ _ _ _ _
LEAKAGE SHALL NOT EXCF'_.: :l CALIONS PER TAMP( (1/2 NC11 ORSP N wArrh Ifsi[) ///��i��� L. j n. Le.••+ A.rn O .•U
FYCESSIVE LEAAA gull w •:Ay$E FOR rAAUAL Q THE LYATER'74TNESS It S1. _
SEAL AF.CR :LOTIONS AT LAL • JOINT USING A YYARIY OF TWO RODS OF [LASTCVER,C DONT STAKt. SNTL LATHa
SEALER. NSPCCT AND CLEAN VATNG AWACES, PROTECT SCALER FROM DCDR . 01.M t .r[ (1)
i r L I
ALL EXPOSED NUTS. 60.T5 .u+, FASM[RS SHALL HE 300 SERIES STAINLESS SI(FL
q,.Iti
PROVOC A MIIFMUa NGS p' [tIt
u 6-CNNO. Be STONE DENEAIH FACN TANK. IT,"I aAP7n(Tf, .
uuvlvH I tG.• w `II . YVOTER
I,«Nr r
CONTRACTOR •.+HALL LEVEL �lfvif. BEDOMG WITH SCRECO BOARD FRIDR 70 SEITNC TANK.
NI--r•.+s,a
PACE BACKTo AROUND TARN ; IN LIFTS NOT CT FOR
12-OTCNFS. ADD WATER 10 SXL T. rl
NECESSARv TO :MPROVt SLML VrySTWC CONTENT FOR COMPACTION 1 Itt-Our Avo YA:Y .. d[IX vY.K
REAMS tN NYornA2 FINAL DESIGN
COMPACT BACKUILL TO 95% 'iT SNOARO PROCTOR 115eIG A IABRA'ORY CQYPAGtOq _ � n W,NYsr' ;•,tSa a• `1
` . >• NOT RELEASED FOR CONSTRVCEION
PROTECT LANK DURING CCVPAr nn1. /Ill WITH CLEAN POTABLE wA-ER. I ,• . • ' �. • WITHOUT APPROVAL FROM
CONTRACTOR SHALL CRAX -f AS PRO)DYAL 10 TAW RISERS, VAIiE DOXES AND VCTER yIlfT__� 1 __ • _ _-___
VALETS 10 PPOVOE POSITI • IVANAGE AWAY FROM 1HESC POTENTIAL ENTRY POINTS 011fiIDN OF WA7EROWLTrY
i- Jte In• D_T "F Rl.rarl
•�wii s"NE, .4. IMiu i+rKKT •DoI J YDAAaux>ar Sim 7RANUTION nTTINGS
. 1 N.-.. w 71
DESIGNS AND DETAILS CONTAINED HEREIN REMAIN THE ELEVATION VIEW �.Y" Grfl SCAM
.y F••�wl Ran •r. r
PROPERTY OF HACCETT ENCNEERING ASSOCIATES INC.CVOi.''~NetN,w1 T3Aiiy`N N i•w.T��•.+c.1 -
.ne. c>IeN • maaa-n-AYtA TN..nA.- w.
AND ARE TRANSMITTED TOR THE SOLE USE Or THIS MI <H•I«-INe ,e wv ^IFDD.1 FI.•ICI I°.«.s I rR 1Nst
CONTRACT. PERMISNON TO REPRODUCE OR DIVULGE EFFLUENT LIFT STATION •••,••.«.H'«re,..+, ,..« D-.YN >^,I
TO OTHERS IS SPECIFICALLY DEWED. © 2014 HACGETT E1,104EERING ASSOCIATES. INC.
0 201E ITTe3M ININTOre AN-INT, M.-_ AT RdNs %WM 0r 411, $Wr ei- ale v D4.0 Tw »» «[ rI.IPII w N.ao.•..1 TW I.YM+N I'm IrNty bt K+AeI TV .TUNA %M «. 1° 11 1 ee.Rrer e. eeL M+Iet -1.0N bi I"YeeNa Dsee.w.I a. o-t.te. Tre S.ilka•.a. Md . A N re• M Dr sa.rl ewv n s, mN. m.. H..Nr .....,...t a•... ,.. _ .• N.. _....._._.._ �. _
q• L-RU.7 MA, vwvw
314 S1AMfSi 51•I:
or Aau "J
u. - r.: rn r . .. I..r . [IwNe o• : •. owl
~ PM rSJI�-S 1�e-r. •PL�X�•-LL - _
,n• TC.•. p Fie '[-S>t Ip.1YCN• -�
z
O
H
En
O J
.-•.1 EQ z
A,c\2z
E-rOW
w � � F-
2 z
1:4 =' n
Hr)z�
zw
CrJ Q E ~
to z w
rl r
a
LAJ
H
3
w
C1
z N
LU
(Qj N
Q Q Q
Ci BE J �
CIO BE a
t7 _J
in L0 0,
T31 = 0 r ,i3
m I-ZluZ
Z Ozz EM
005
ui os IL
�•• N 7
ED
R.- 0�-w
rl III,,,,•••
DRAIVNC:
C.8.1

-,aT.sT—
Y SST W ELW P
TINT N•ItAT !41 YM .f
PLAN VIEW
I I tl I
C+ST M PLACE ZO a" PC
AA)0 n w, rd" KNORCZD
,%'sctb ow.Mm
Rrttc —f.
rt.-- _-----.-- ��tt•WSi S-05" ADMn9
IMir-01SaC va Itbm
,V. SCH e0 OrVC R[
•.1 IM-C,D
ELEVATION VIEW
TRAN9tIfX7 R'TNGS
sr.... w•w,onvry� as'. rK 1,,.
.C.Vspeen� �y7�Nt1 �AhANAM.Mnr ntlVq.„ 1
I.w eeN-+nwq Ie W.S D, 76 TMi w tYuww
P� IN.cc Nwrn[bnt YI.A MI•rM 0-ny .N
DE93NS AND DETAILS CONTAINED HEREIN REMAIN THE
PROPERTY Or HAGGETT ENG MY INS. ASSOCIATES. INC.
AND ARE 1RANS161ITIEC FOR THE SOLE USE Or THIS
CONTRACT. PERIRSSION TO REPR:000E OR OrAXCE
TO OTHERS IS SPECIFICALLY OEWD.
KIMM OATH CRHI
SLOWER RPM 500
sum O too' wc. +.'.
MOTOR RPY - - srXVIM-,sr REOD. - - - - :. MOTOR VOLTAGE-2_DB�S(G0�
PRV SET O
NpS[ 6�,: dtla
p$01�TEUP RISE 94 T ---
1 CONTRACTOR SHALL WtOVIDL TWD CLW-L:tC PLOWER PACKAGES.
7. MANUFACTURER TO PROVIDE TE7C VOT(" #OR '3LOWERS
3. U %lWACTUPSR TO PROVRY r%TTR ELEVT-NT ANJ ONE 7XIM.
4 ALL ADOK GRAD- LOW MES;.RI' A'k -PM. CAW FT SC- 40
304 STAIIILESS STET
0 COW LSSED AR PALL 'VALVES `ll/.: o f A-AIC 70-I40 SrP7ES
TAP• OPTIONAL STANCES, STEEL 11 '.4' END %"'
CCW✓ ESSED AR P�-.NG LOCATEO A M•.vLu C< t8-wCHES
ULLCW G'RAOE SHALL K %01 CO f'N,
7. THE TRANSITION FROV STMNLESS S LLL PIPING TO SCH. 90
CPVC PRMNG :HALL OE 000.EIED A ,TEARS BRASS
DY CPVC TRANSITION FEMME ADAP'TR
PROCESS BLOWERS
Mtl� �'irvAMD VIN�UrgH—Y
---------
I I
."WPI c.1.rt
o-7>o••c
r^! PV K7>-70C 1
1
f
I
"'A R+,K ROBE. I
n7 .M SMaO.-rs O
4
14- IMET fl Rr
RZ M IR-,M '•u
BLOWER PACKAGE
Q
L7 a
Eq
W
z
0
001
z Oi
I K V a W
ILE z azwco
�
Lot9a
U�
h
W
E7
a
x
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION tN,�'.,�
WRIgVT APPROVAL FROM
DMSION OF WATER QUAUTY
CIUPfUC ,CALL
IM ran_ DRAW..NG:
©2014 HAGGETT ENONEERING ASSOCIATES. MC. C•"•

Y "L 4LL "W v4H
TIN-VIK11
DE9a/S ATC DETALS OONTAN o KRDN MIAN DIE r� win suno�
PROPERTY OF HAOGLTT 00MC W ==AM& NO.
A-C ARE TRMMTTEa rat TK -QU USE or TEES
OMTRXT. MUSSON TD R rgov.- E OR aNAOE
TO OTIM 0 SKCMr-ALLY DD".
U.V. DISINFECTION
�C',_
z>.
0 :1
E-'do I
il7rQ�
•�+• U Z
vex-jo
axo~
E LLJ
Lry Z m
O O w
CD Z
�QC
3�
Q�
3 ..
ci
z n�
of w
H C N
y o09=
wv�?
z t7 e d
z
tu Jsocc ��
Eu 0 z z 0zViy
b
m �8a3
k o
N
� N S
— KYM000 a TN 9ft7
FINAL DESIGN a • w,,,
NOT RELEASED FOR CONSTRU:T*N ,Q1N • j''.,.
WTtHOt T APPROVAL FROTy
OWIMN OP WATER HALM
L
cRAPf4C SCALE
r
AWCNO:
C.10.1
© 2014 HACGETT ENGINEERING ASSOCIATES, INC.

wreeawva�a--
I
HI
I
FI
El CSTORE
I F.F. = 9.0'
mi EXISTING GREASE INTERCEPTOR • p. Km '
1c^OMCM V V V �
CONCRETE
K
noo• oq
FANO P
4M Nv:On
vwunPo� `-m J
•t4
ASPHALT
I I
I
I ®� , CONCRRETE II I
I 11 I
I ll! J
I p �
WATER SPIGOT REAR OF BLDG' II
DA
w-n
7@f i-
i115 L.F. 6' CL 350 EPDXY COATED DIP O 0.79X
s W CHAIN —LINK FENCE 1 _ __, _„• \h
aa—
I)t' SCH. 60 PVC PIPE PP
'E TO R.O. SYSTEM REJECT
[lie to =18tin9 IY: pipe
exit Iowtirn not knownI
31501 LNO SIMPLE Sc%EMATIC OF Flow TFIROuCsg FACII.IT4
I I �
I paS I
I
I
I
_J
w
SIO59'YI'W 986.60'
Up
l
I
RETENTION PON
LEGENE
PROPERT'
POWER P
LIGHT PO
GUY PARE
OVERHEAI
UNDERGR
UNDERGR
EXISTING
R.O.W. Mi
EXISTING
FIRE HYD
EXISTING

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit NCO065307
If you are completing this form in computer use the TAB key or the up - down arrows to moue from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
GPM Southeast, LLC / Attn.: Mark C. King
Facility Name
Scotchman #3303
Mailing Address
8565 Magellan Parkway
City
Richmond
State / Zip Code
VA / 23227
Telephone Number
[phone] x1235
Fax Number
[phone]
e-mail Address
[e-mail]
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 1610 US Highway 421
City Wilmington
State / Zip Code NC / 28401
County New Hanover
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name GPM Southeast, LLC
Mailing Address 8565 Magellan Parkway
City Richmond
State / Zip Code VA / 23227
Telephone Number [phone] x1235
Fax Number [phone]
e-mail Address [e-mail]
1 of 4 Form-D 11/12

• NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that applyft
Industrial
❑
Number of Employees
Commercial
X
Number of Employees 25-30
Residential
❑
Number of Homes
School
❑
Number of Students/ Staff
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.) :
Wastewater is generated in the truck stop bathrooms and kitchen as well as drinking water RO
and water softener systems.
Number of persons served:
According to the engineer, "Since the plant was a direct replacement, DWO did not require that
we provide a usage calculation. In general, the rules require that convenience stores with food
service provide 60 gallons per 100 square feet of the store. Based on the survey that was
provided to us by Worslev, it appears that the store has approximately 4,700 square feet. This
would typically be expected to generate 2,820 gallons per day. I believe that the original floor
for the building also included showers for the truckers. These were removed when the store was
renovated. However, Worslev wanted to retain the permitted 4,000 gRd flow with the new plant
to allow for future modifications or additions. Based on the permitted flow, we are providing
approximately 85 gallons per day per 100 square feet."
S. Type of collection system
X Separate (sanitary sewer only)
6. Outfall Information:
Number of separate discharge points
Outfall Identification number(s)
❑ Combined (storm sewer and sanitary sewer)
2
001,003
Is the outfall equipped with a diffuser? ❑ Yes X No
7. Name of receiving stream(s) (NEW applicants: Provide a map showing the exact location of each
outfall):
Cape Fear River
8. Frequency of Discharge: ❑
If intermittent:
Days per week discharge occurs:
Continuous X Intermittent
7 Duration: Approx 10 mins
2 of 4 Farm-D 11112

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
Equipment list:
(1) (1)5,000 gallon primary tank
(2) (2)3,000 gallon EQ tank
(3) (2) Yo HP EQ pumps
(4) (1) Aquacell MBBR tank with media
(5) (1) Aquapoint Bioclere 24/20 (trickling Filter)
(6) (1) Effluent lift station with (2) 0.4 HP pumps
(7) (1) Enaqua U/V system
Design removal:
Influent Effluent
BOD 614 <30
TSS 174 <30
TKN 209
10. Flow Information:
Treatment Plant Design flow .004 MGD
Annual Average daily flow .0035 MGD (for the previous 3 years)
Maximum daily flow .004 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes X No
12. Effluent Data
NEW APPLICANTS: Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab
samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported,
report daily maximum and monthly average. If only one analysis is reported, report as daily maximum.
RENEWAL APPLICANTS: Provide the highest single reading (Daily Maximum) and Monthly Average over
LL _ -_._L nG—__A1_.. 4C_ M____ -+- -^ ..,.we.,tl,� in normit Unrk nthPr nnrl7TYl.P_tP_rS ']VIA"-
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BODS)
106.00
42.5
Mg/1
Fecal Coliform
Total Suspended Solids
96.00
34.63
Mg/1
Temperature (Summer)
26.5
25.9
Degree c
Temperature (Winter)
18.1
17.5
Degree c
pH
8.47
7.76
3 of 4 Form-D 11112

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
13. List all permits, construction approvals and/or applications:
Type
Permit Number Type
Hazardous Waste (RCRA)
NESHAPS (CAA)
UIC (SDWA)
Ocean Dumping (MPRSA)
NPDES
NC0065307 Dredge or fill (Section 404 or CWA)
PSD (CAA)
Other - Stormwater
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
Permit Number
SWS 900421
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Printed name of Person
Title
Z-2,q--1
Date
North Carolina Ger>efa Statute 143-215.6 (b)(2) stales: Any person who knowingly makes any false statement representation, or certification in any
application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be
guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001
provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.)
�QrOV�'a
4eg-b
4 of 4 Farm-D 11112

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number INCO065307
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
GPM Southeast, LLC / Attn.: Mark C. King
Facility Name
Scotchman #3303
Mailing Address
8565 Magellan Parkway
City
Richmond
State / Zip Code
VA / 23227
Telephone Number
[phone] x1235
Fax Number
[phone]
e-mail Address
[e-mail]
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road 1610 US Highway 421
City
Wilmington
State / Zip Code
NC / 28401
County
New Hanover
3. Operator Information:
Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORQ
Name GPM Southeast, LLC
Mailing Address 8656 Magellan Parkway
City Richmond
State / Zip Code VA / 23227
Telephone Number [phone] x1235
Fax Number [phone]
4. Ownership Status:
Federal ❑
State 0
Private
Public ❑
Page 1 of 3 Version 5/2012

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
S. Type of treatment plant:
❑ Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by
filtration and disinfection)
❑ Ion Exchange (Sodium Cycle Cationic ion exchange)
❑ Green Sand Filter (No sodium recharge) p U9. ow 1
® Membrane Technology (RO, nanofiltration)
2��7(114
Check here if the treatment process also uses a water softener ® c
6. Description of source water(s) (i.e. groundwater, surface water) DEPNit 1 URCE f.�U N H
Groundwater.
�.. ���r �ouRc� BRANCH
7. Describe the treatment process(es) for the raw water:
Water softener -> carbon filters -> RO system -> storage tank -> chlorination -> treated water
then goes to store for distribution.
S. Describe the wastewater and the treatment process(es) for wastewater generated by the
facility:
RO reject water and water softener brine is discharged through Discharge 003, which is located
at wet well.
9. Number of separate discharge points: One
Outfall Identification number(s) 003
10. Frequency of discharge: Continuous ❑ Intermittent ED
If intermittent:
Days per week discharge occurs: 7 days per week Duration: every 10-15 minutes
11. Plant design potable flowrate 25 gallons per minute MGD
Backwash or reject flow .0025 -.003 MGD
12. Name of receiving stream(s) (Provide a map showing the exact Iocation of each outfall, including
Iatitude and longitude):
Cape Fear River
13. Please list all water treatment additives, including cleaning chemicals or disinfection
treatments, that have the potential to be discharged.
Alum / aluminum sulfate Yes No X
Page 2 of 3 Version 5/2012

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
Iron sulfate / ferrous sulfate Yes No X
Fluoride Yes No X
Ammonia nitrogen / Chloramines Yes No X
Zinc -orthophosphate or sweetwater CP1236 Yes No X
List any other additives below:
Chlorine bleach is used as a cleaner; however, GPM is looking into using steam sanitation for
floor cleaning. A steam sanitizer has already been installed to clean dishes.
14. Is this facility located on Indian country? (check one)
Yes ❑ No
15. Additional Information:
Provide a schematic of flow through the facility, include flow volumes at all points in
the water treatment process. The plan should show the point[s] of addition for
chemicals and all discharges routed to an outfall [including stormwater].
D Solids Handling Plan
16. NEW Applicants
Information needed in addition to items 1-1S.
New applicants must contact a permit coordinator with the NCDENR Customer
Service Center.
Was the Customer Service Center contacted? ❑ Yes ❑ No
Analyses of source water collected
D Engineering Alternative Analysis
Discharges from Ion Exchange and Reverse Osmosis plants shall be evaluated using a
water quality model.
17. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Mark C. King CFO
Printed nam
e of Person S' 'ng Title
?.- 7 -1 q
Signature of Applicant
Date
North Carolina General SiaWfie 143-215.6 (bK2) provides that: Any person who knowingly makes any false statement representation, or certification In any application,
record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission Implementing that
Article, or who falsifies, tamper; with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21
or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by
Imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or Imprisonment not more than 5
years, or both, for a similar offense.)
Page 3 of 3 Version 5/2012

Grzyb, Julie
From:
Hunkele, Dean
Sent:
Tuesday, December 11, 2012 11:11 AM
To:
Grzyb, Julie
Cc:
Kinney, Maureen
Subject:
NCO065307 Worsley renewal
Attachments:
Dean Hunkele.vcf
Importance: High
Julie,
New plant is installed and online, thus you can go ahead and draft the permit. They comingle their effluent
from the VWVTF & RO backwash in an aerated wet well before discharging it to the river, but can sample them
individually if still required by the permit you issue. I told them to sample & report separately until the new
permit is issued.
j: Dean Hunkele
Senior Envtonn•.ental Spedarst
sr NC DENR- Division offtta QsrMV
Dean.HunkeL€rcdemcov
Wilmington Regional Office
P.e prtnn [phone]
Dirt (910' 796-7387
Fax (910j 350-2004 (2018)
127 Cardinal Drive E¢ensiun
Wilmington• NC 28405
WWW.rcwataaw5tv.0ra

Convenience
UPS Store
roup
July 21, 2011
N.C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: NPDES Permit NCO065307 Renewal.
Please see attached NPDES permit renewal application for Permit #
NC0065307. Worsley Operating Corporation is aware of the ongoing
compliance issues with our WWTP. Worsley Operating Corporation is
committed to fix these: issues and has every intention to keep in compliance
going forward. Since I started with Worsley Operating Corporation
(November 2010), I have been working directly with our ORC to fix clarifiers,
chlorination systems, diffusers, and air headers all in the attempt to get us in
compliance. As you know we still are having ongoing issues and Worsley
Operating Corporation has taken the initiative to hire 2 separate Professional
Engineers to offer solutions to these problems. 1 have been working with
Dean *Hunkele of DWs w Q aell to solve these issues> It 1s Worsley Operating
Corporation's every intention to comply with all regulations of our NPDES
permit and I am currently in the process of completing that. We appreciate
the Division working with us to solve these issues and look forward to
continuing our relationship with NCDENR. Thank you for all of your help
please let me know if anything needs to be modified on the application.
Sincerely,
Kurt Evers
Environmental Manager
VPS Convenience Store Group.
+°w # * 1410 Commonwealth Drive, Suite 202, MImington;, NC 28403 W g 000W �W3

NPDES PERMIT APPLICATION -- SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh; NC 27699-1617
NPDES Permit Number INCO065307
Please print or type.
1. Contact Information:
Owner Name
Worsley Operating Corporation
Facility Name
Scotchman # 303
Mailing Address
1410 Commonwealth Drive, Suite 202
City
Wilmington
State / Zip Code
NC 28403
Telephone Number
910-395-5300
Fax Number
910-796-2025
e-mail Address
[e-mail]
2. location of facility producing discharge:
Check here if same as
above ❑
Street Address or State Road 1610 US Hwy 421 (@ NC Hwy 133)
City
Wilmington
State / Zip Code
NC 28401
County
New Hanover
3. Operator Information:
.Name of the j n, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or.ORC)
Name Atlantic Utility, INC.
Mailing Address 5320 Brittainywood Road
City Kernersville
State / Zip Code N.C. 27284
Telephone Number 910-300-0020
Fax Number 336-595-2130
4. Ownership Status:
Federal ❑ State ❑ Private ® Public ❑
Page 1 of 5 C-MI 10/08

NPDES PERMIT APPLICATION -- SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
5. Standard Industrial Classification (SIC) code(s): 55419901, 55419903 & 58120312
6. Number of employees: 22
7. a) Describe the treatment system for Outfalt 001: List all installed waste treatment components
with capacities, describe the processes that generate wastewaters. V the space provided is not suf. f cient
attach a separate sheet of paper with the system description.
Domestic Wastewater 0.004 MGD: Grease Trap, Influent Pump Station, Aeration Basin, Clarifier,
Chlorine Disinfection, Aerated Sludge Holding Tank, Flow recorder, and Effluent Pump Station.
b.) Describe the treatment system for OutfhU 002: List all installed waste treatment components with
capacities, describe the processes that generate wastewaters. If the space provided is not sufficient
attach a separate sheet of paper with the system description.
Stormwater from disposal system with an oil/ water separator, pump and force main. Please
note that the oil/water separator, pump and force main and all other items (i.e. drop inlets,
piping, etc.) associated with this outfall were removed October 27, 2010.
For Outfall 003 see attachment A at the end
S. Is facility covered under federal effluent limitation guidelines? No ® Yes ❑
If yes, specify the category?
9. Principal product(s) produced: Wastewater
Principal raw material(s) consumed: Subway Restaurant
Briefly describe the. manufacturing process(es):
N/A — effluent from reverse osmosis water purification system
Page 2 of 5 GM 110108
t.

NPDES PERMIT APPLICATION — SHORT FORM C — Minor Industrial Ir
Minor industrial, manufacturing and commercial facilities.
10. Amount of principal product produced or raw material consumed
lT.icf cnJPe4ffir "Mn11r»t4Z ^nVICTIM arl rir»rl/nr sinstc'nf n*-^AiPrYf;n-n ns#z2,s- tl," l~F fl,.e� ,.�..,•.1
Product Produced or Raw Material
Consumed
AVERAGE(PEAJ
Product Produced or Raw Material
Consumed
per Day
Not available
Not available
per Month
0.0015 mgd
0.0090 mgd
per Year
0.0015 mgd
0.0090 mgd
11. a)Frequency of discharge: OUTFALL 001 Continuous
If intermittent:
Days per week discharge occurs: Duration:
b)Frequency of discharge: OUTFALL 002 Continuous ❑
If intermittent:
Days per week discharge occurs: 0 Duration: • 0
For Outfall 003 see attachment A at the end
12. Types of wastewater discharged to surface Waters only
Intermittent ❑
Intermittent ❑
Discharge
Flow
GALLONS PER PAY)
Sanitary - monthly average
(OUTFALL 001)
1,500
Utility water, etc. - monthly average
0
Process water - monthly average
0
Stormwater - monthly average
(OUTFALL 002)
0
Other - monthly average
Explain: RO Wastewaters
1,500
(OUTFALL 003)
Monthly Average
total discharge (all types)
3,000
13. Number of separate discharge points: 3 Outfall Identification number(s) 001. 002 &
003
14. Name of receiving stream(s) (Provide a map shouring the exact location of each outfall, including
latitude and longitudej:
001- Ca a Fear River 002 - Removed 003'- Same as outfall 001
1S. Effluent Data [for new or proposed discharges]
Provide data, for the parameters listed. Temperature and pHshall be grab samples, for all otherparameters 24-hour
composite sampling shall be used. If more than one analysis is reported, report daily maxvmm and monthly average.
If only one analysis is reported, report as daffy maximum.
Page 3 of 5

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
NOTB: Pennittees requesting renewal should complete the table ONLY for the parameters
currently monitored. Summarize the past 3 years of effluent data.
a) OUTFALL OO f
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Total Suspended Solids
191
30
mg/ L
Dissolved Oxygen
7.12
6.52
mg/ L
Oil & Grease
42
9
mg/ L
Temperature (Summer)
32.4
28.9
°C
Temperature (Winter)
18.8
10.5
°C
pH
10.52
7.43
Standard Units
Biochemical Oxygen Demand (BOD5)
223
25
mg/L
Ammonia as N (NH3 as N)
124
34.5
mg/ L
Fecal Coliform (If sanitary waste is
present) or Enterococci (geometric
mean)
1207000
1,004
#/ 100 mL
Total Residual Chlorine (if chlorine is
used)
500
51
pg/L
b) OUT -FALL OO2
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Total Suspended Solids
NA
NA
Dissolved Oxygen
NA
NA
Oil & Grease
NA
NA
Temperature (Summer)
NA
NA
Temperature (Winter)
NA
NA
pH
NA
NA
For Outfall 003 see attachment A at the end
16. List all permits, construction approvals and/or applications (check all that apply and provide permit
numbers or check none if not applimbleft
Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
PSD (CAA)
Non -attainment program (CAA)
Permit Number Type
NESHAPS (CAA)
Ocean Dumping (MPRSA)
NCO065307 Dredge or fill (Section 404 or CWA)
Other
Permit Number
Page 4 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
17. List any chemicals that may be discharged in OUTFALLS 001 and 002(Please list and explain
source and potential amounts.) For Outfall 003 see attachment A at the end i
Ammonia Sanitizer for 3 dompartment sink for Outfall 001.
Outfall 002 no longer present.
18. Is this facility located on Indian country? (check one)
Yes ❑ No
19. Complete attachment A for Water Treatment Plant - OUTFALL 003
20. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
e�- ��� A Cho
Printed name of Person Signing Title
--al-zoll
Date
Aoo h CarA a Cenral Statute 143-215.6 (b)(2) • provides that Any person who knowingly makes any false
statement representation, or certification in any application, record, report, plan, or other document files or
required to be maintained under Article 21 or regulations of the Environmental Management Commission
implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any* recording or
monitoring device or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable
by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section I
1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both,
for a similar offense.) j
Page 5 of 5 C-MI 10108

i
l�
4-
NPDES PERMIT APPLICATION — SHORT FORM C Minor Industrial
Minor industrial, manufacturing and commercial facilities.
Attachment A to be completed for OUTFALL 003 - RO Wastewaters
L Type of treatment plant:
❑ Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by
filtration and disinfection)
❑ Ion Exchange (Sodium Cycle Cationic ion exchange)
❑ Green Sand Filter (No sodium recharge)
Membrane Technology (Reverse osmosis, nanofiltration)
Check here if the treatment process also uses a water softener
2. Description of source water(s) (Le. groundwater, surface water)
Groundwater
3: Describe the treatment process(es)for the raw water.
Or provide a schematic of flow through the facility, include flow volumes at all points
in the treatment process, and point of addition of chemicals.
From water supply well to water softener, carbon filter, and Ro unit.
4. Describe the wastewater and the treatment process(es) for wastewater generated by the
facility:
N/A
Include all wastestreams discharged to treatment pond: Stormwater/ equipment wash
water / backwash
Brine backwash & membrane dump.
5. OutfoM Identification number(s) 003
6. Design capacity of the wastewater treatment facility(pond/lagoon): N/A.
(If no treament is provided for RO wastewaters put N/A)
Frequency of discharge: Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: 7 Duration: l Hour
Estimate the total amount of wastewater discharged to waters of the State:
Daily Average 1 500 GPD Daily Maximum 1.,500 GPD
7. Amount of wastewater produced with each backwash or reject flow occurrence—__l.L500 GPD.
Average number of times backwashing occurs per day I- (monthly avg.)
Page 6 of 5 GMI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
8. Number of times per year RO membranes are cleaned 0
Cleaning chemicals used? NA
Amount of wastewater produced with each episodic cleaning of RO _NA (gallons).
9. Design capacity of the Water Treatment Plant (Reverse Osmosis Unit)
to produce potable water 10,000 GPD.
If producing less than design, average amount of potable water produced? 8.600 GPD.
(monthly average)
10. Name of receiving stream(s) (Provide a map showing the exact location of each outfal4 including
latitude and longitude}: OUTFALL 003
11. Critical low flow'of receiving stream (summer 7Q10): cfs
12. Please list all water treatment additives, including cleaning chemicals or disinfection
treatments that have the potential to be discharged from OUTFALL 003
solar salt, sodium hypochlorite (12.5% with 1 to 30 dilution)
Please answer the following basic questions about your additives: (circle one
Does the facility backwash with fluoridated, finished water?
Does the facility use zinc orthophosphate as a corrosive inhibitor?
Does the facility use chloramivation(add ammonia) as a disinfectant? *V` -
Does the facility backwash with chlorinated, finished water?e' 4 '"'°
13. Additional Information:
D Solids Handling Plan: Are solids produced in the Wastewater Treatment Process that
require disposal? If yes, explain.
No
Page 7 of 5 GMi 10108

Scardina, Maureen
To: Hunkele, Dean
Subject: FW: EPA Watch List July 2011
Dean,
EPA— Watch List:
Are there any updates for Tabor City? Has their electrician/contractor resolved their issue? Here is what I've entered on
her spreadsheet, as far as I know nothing has changed and they've been compliant. Let me know if you have anything to
add to this entry:
The facility reports they installed UV disinfection and that the units worked well but have had some ongoing
electrical issues that caused the system to short out. Forcing the use of chlorine as a back up. To date,
attempts to repair this issue have failed. They have contacted the original contractor to recommend a course of
action. They do not qualify for an SOC as they are currently in compliance with the permit.
Vanessa needs a response by 9/6
DWQ— Repeat Violators Watch List: NC0065307 - Worsley Operating Corporation - Scotchman #303 Truck Stop
Review Period ending March 2011. There are 14 wastewater facilities listed (13 Minors, 1 Major) for having received at
least 5 penalty assessments during the review period; no facility met the 10 NOV threshold. The applicable central office
ROCS will focus on and provide relevant updates on recurring facilities, and will need to discuss with regional office staff
the actions taken or planned to address the noncompliance.
Dean here is what was entered in April, any updates or changes? Doesn't look like there will be this time around.
Current permit expires in 12/2011. Plant needs PE evaluation & upgrade. They have mentioned an SOC but
haven't formally pursued one. There is a new compliance person in charge. Will require a PE
evaluation/report/plan of action as part of their renewal process.
Will notify Joe Corporon (permit writer).
Vanessa needs a response by 9/9
Thanks you!
Maureen