HomeMy WebLinkAboutNC0020389_Historical_2016DocuSign Envelope ID: F69EB722-ACCB-
ROY COOPER
cenernor
ELIZABETH S. BISER
S. DANIEL SMITH
nrrrnor
a640-1F9F603B0098
CERTIFIED MAIL,
RETURN RECEIPT REQUESTED
Frederick D. Nelson, Interim Town Manager
Town of Benson
303 E Church St
Benson, NC 27504-0069
Dear Mr. Nelson:
nloprH CAROLINA
Environmental Qualify Ti i w. P6hht�S
1/25/2022 ah ► C ri /;71 PS U • IrL tcV
p 4, U (r L oLZ
Pot��xl,�
ljersen��/L z75o�t �b6�
Subject: Retraction of Sewer Line Moratorium
Demonstration of Future Wastewater Treatment
Capacities
NPDES Permit NCO020389
Town of Benson — Benson W WTP
Johnson County
On May 19, 2021, the Division issued a sewer line moratorium against Town of Benson — Benson W WTP. The
moratorium was based upon a review of your self -monitoring reports, which indicated flow at the subject facility
exceeded the 80% threshold of the current treatment capacity for calendar year 2020. Prior to your receipt of the
moratorium, Mr. Tim Robbins with the Town of Benson provided a letter to the Division, acknowledging the flow
exceedance and stating that they are preparing an EAA, along with summarizing other projects the Town is
currently working on.
On December 30, 2021, the Wooten Company submitted an engineering alternatives analysis on behalf of the
Town. Based on a review of the information submitted to the Division, the Town of Benson has met the
requirements of 15A NCAC 02T .0118, "Demonstration of Future Wastewater Treatment Capacities". The
Division is hereby removing the sewer line moratorium imposed against the Town of Benson — Benson W WTP
for exceeding the 80% threshold of the current treatment capacity. Please note that future moratoriums may still
be imposed for exceeding 90% threshold of the current treatment capacity or if the facility demonstrates it is
unable to sufficiently treat the volume of wastewater entering the facility.
Please be advised that while the submitted EAA is sufficient for the 02T .0118 requirements, it does not contain
all the information needed for an expansion request. Please review the EAA guidance document on the Division's
website to ensure any expansion application is complete (https:Hdeg.nc.gov/about/divisions/water-
resources/water-quality-permitting/nodes-wastewater/ npdgs-permitting-process).
Thank you for your prompt attention to this matter. If you have any questions about this letter, please contact
Sydney Carpenter of my staff at 919-707-3712 or via e-mail at sydney.carpenter(wricdenr. sov.
DWW North Carolina Department of Envi,Domental Qualily Dimim of Water Resources
512 North Salisbury Street 1617 Mail Service Center I Raleigh. NW th Carolina 17699 Inl7
`�. •r..>s�r 1)19.7079000
DocuSign Envelope ID: F69EB722-ACCB42CF-A646 03B0098
Moratorium Retraction
NC0020389 — Benson WWTP
Page 2 of 2
Sincerely,
E D*cuSigned
by:
8328B44CE9EB4At...
S. Daniel Smith, Director
Division of Water Resources
cc: Raleigh Regional Office [Laserfiche]
NPDES Files [Laserfiche]
Municipal Permitting Unit [Laserfiche]
ROY COOPER
Covemor
JOHN NICHOLSON
Interim Secretary
S. DANIEL SMITH
Director
Frederick D Nelson, Interim Manager Town
Town of Benson
303 E Church St
Benson, NC 27504-0069
SUBJECT: NOTICE OF DEFICIENCY
Tracking Number: NOD-2021-LV-0102
Permit No. NCO020389
Benson WWTP
Johnston County
Dear Mr. Nelson:
NORTH CAROLINA
Environmental Quality
June 22, 2021
A review of the April 2021 Discharge Monitoring Report (DMR) for the subject facility revealed the deficiency(s)
indicated below:
Limit Exceedance Deficiencv(sl:
Sample
Location Parameter
Limit Reported
Date Value Value Type of Deficiency
001 Effluent BOD, 5-Day (20 Deg. C) - 4/3/2021 7.5 8.05 Weekly Average Exceeded
Concentration (C0310)
Please be aware that non-compliance with your permit could result in enforcement action by the Division of
Water Resources for these and any additional violations of State law. The Raleigh Regional Office encourages
you to take all necessary actions to bring your facility into compliance.
Nnrth GmGw>e rt=nt of Enviromental Qy Ity l Dlvgw WWamn krwurR
R."hRryiw Offrce MOOM,iiD ' Ra!egh Vrvth Carolina ].%09
If yoj ul� atigs` Ssistance or would like to discuss this non-compliance situation, please contact Mitchell
Hayes oe �tetional Office at 919-791-4200.
Sincerely, q
, �,/.
Scott Vinson, Regional Supervisor
d Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
Cc: WQS Raleigh Regional Office - Enforcement File
Laser -fiche
.4
"Th Carolina Department M Emlromnemal Q R, I DivNm o('Nare, Resources
Rawo RegIa IOFFlce 1B00 Barrett Delve l W4gh Wan Carolina Ti6013
9142al1d00
Hayes, Mitch
From: Brian Leavitt <bleavitt@townofbenson.com>
Sent: Monday, July 26, 2021 10:15 AM
To: Hayes, Mitch
Subject: [External] Sampling error
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hello Sir,
I have a sampling error that is going to produce an NOV for weekly average Ammonia Nitrogen on our June 2021
eDMR. Our June Yd sample got a result of 17.88 mg/L giving a weekly average of 4.59. 1 confirmed with Environment 1
that they repeated the testing and duplicated the results. The only explanation I can think of is that the influent sample
was accidentally poured into the Ammonia Nitrogen sample bottle that was sent to Environment 1 for testing. I am
confident that the 17.88 mg/L result does not reflect what was actually discharged. The result for the day before was
0.07 mg/L and the day after was 0.25 mg/L. The monthly average without including this anomaly is 0.11 mg/L, and 0.92
mg/L if it is included (still below our permitted monthly average of 1.0 mg/L). The question I have is should I include a
result that I know is not accurate on my eDMR?
Thank you, { , (�0 /' 2 0 3 9
Brian Leavitt
Superintendent / ORC
Town of Benson WWTP
(919)902-9599
ROYCOOPER
Governor
DIONNE DELLI-GATTI
seh'erary
S. DANIEL SMITH
Director
Certified Mail # 7017 2680 0000 2219 4872
Return Receipt Requested
Frederick D Nelson, Interim Town Manager
Town of Benson
303 E Church St
Benson, NC 27504-0069
bT „
NORTH CAROLINA
Environmental Quality
April 5, 2021
SUBJECT: NOTICE OF VIOLATION & INTENT TO ASSESS CIVIL PENALTY
Tracking Number: NOV-2021-LV-0232
Permit No. NCO020389
Benson WWTP
Johnston County
Dear Mr. Nelson:
A review of the February 2021 Discharge Monitoring Report (DMR) for the subject facility revealed the
violation indicated below:
Limit Exceedance Violation:
Sample
Location Parameter
Limit Reported
Date Value Value Type of Violation
001 Effluent , Flow, in conduit or thru 2/28/2021 1.9 2.47 Monthly Average Exceeded
treatment plant (50050)
A Notice of Violation/Intent to Issue Civil Penalty is being issued for the noted violation of North Carolina General
Statute (G.S.) 143-215.1 and the facility's NPDES WW Permit. Pursuant to G.S. 143-215.6A, a civil penalty of
not more than twenty-five thousand dollars ($25,000.00) may be assessed against any person who violates or
fails to act in accordance with the terms, conditions, or requirements of any permit issued pursuant to G.S.
143-215.1.
North CR,,n, Offl, m[IW E.,,IlI¢ N, QualnY olvislwi M'da¢r60.1 na
LLL�!ll��� ` J Nvlelgh 0.eg!nnalUPlce. ttgOBarrrh Dr!vrl Raleigh. Vnrm Uroilna P609
If you wish to provide additional information regarding the noted violation, request technical assistance, or
discuss overall compliance please respond in writing within ten (10) business days after receipt of this Notice. A
review of your response will be considered along with any information provided on the submitted Monitoring
Report(s). You will then be notified of any civil penalties that may be assessed regarding the violations. If no
response is received in this Office within the 10-day period, a civil penalty assessment may be .
prepared.
Remedial actions should have already been taken to correct this problem and prevent further occurrences in the
future. The Division of Water Resources may pursue enforcement action for this and any additional violations of
State law. If the violations are of a continuing nature, not related to operation and/or maintenance problems,
and you anticipate remedial construction activities, then you may wish to consider applying for a Special Order by
Consent.
Reminder: Pursuant to Permit Condition 6 in Section E, the Permittee is required to verbally notify the Regional
Office as soon as possible, not to exceed 24 hours, from first knowledge of any non-compliance at
the facility including limit violations, bypasses of, or failure of a treatment unit. A written report may
be required within 5 days if directed by Division staff. Prior notice should be given for anticipated or
potential problems due to planned maintenance activities, taking units off-line, etc.
If you have any questions concerning this matter or to apply for an SOC, please contact Mitchell Hayes of the
Raleigh Regional Office at 919-791-4200.
Sincerely,
►2 Scott Vinson, Regional Supervisor
!� Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
Cc: WQS Raleigh Regional Office - Enforcement File
Laserfiche
Noah 6raliw Department ar Environmental Qualty Ob!son of water Reso.mes
_ Raleigh R'ioroil oRlee 1B )9.arett Drive Raleigh. Vreth Carollnn)100-1
919 NT,4200
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N Slreete PENALTY/N00020389/NOV-2021-LV-0231----------
L'IN..-St REC: 7017-2680-0000-2219-4872 M4/12/2021
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FRFDERICK D. NELSON, INTERIM MGR
FOWN OF BENSON
4W,Il Ci IURFRI STJBENSON, NC 27SO4-0069
NOTICE OF VIOLATION & INTENT TO ASESSS CIVIL
PENALTY/NCO020399/NOV-2021-LV-0231
REC: 7017-2680-0000-2219-4872 M 4/12/2021
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PS Form 3811, July 2015 PSN 7530-02-000-9053
Domestic Return Receipt
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WATER QUALITY REGIONAL OPERATIONS
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7 NC DEQ- RALEIGH REGIONAL CFFICE
3800 BARRETT DRIVE
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ROY COOPER
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MICHAEL S. REGAN
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S. DANIEL SMITH
!Marra
NOR rH CAROLINA
Environmental Quality
April 7, 2020
Frederick D Nelson, Interim Town Manager
Town of Benson
303 E Church St
Benson, NC 27504
SUBJECT: NOTICE OF DEFICIENCY
Tracking Number: NOD-2020-LV-0066
Permit No. NCO020389
Benson WWTP
Johnston County
Dear Mr. Nelson:
A review of the February 2020 Discharge Monitoring Report (DMR) for the subject facility revealed the
deficiency indicated below:
Limit Exceedance Deficiency:
Sample
Location Parameter
Limit Reported
Date Value Value Type of Deficiency
001 Effluent Flow, in conduit or thru 2/29/2020 1.9 1.94 Monthly Average Exceeded
treatment plant (50050)
Please be aware that non-compliance with your permit could result in enforcement action by the Division of
Water Resources for these and any additional violations of State law. The Raleigh Regional Office encourages
you to take all necessary actions to bring your facility into compliance.
I
If you should need any assistance or would like to discuss this non-compliance situation, please contact Mitchell
Hayes of the Raleigh Regional Office at 919-791-4200.
Sincerely,
37OYL Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
Cc: WQS Raleigh Regional Office - Enforcement File
NPDES Complian e/Enforcement Unit - Enforcement File
Laserfiche - g1W1 ao
Thomas, Zachary T
From: Brian Leavitt <bleavitt@townofbenson.com>
Sent: Friday, March 20, 2020 8:03 AM
To: Thomas, Zachary T; Robinson, Jason
Subject: [External] Self -reporting
• 'nal email. Do not click links or open attaments unless you veri ° end all suspicious email as an attachment to
Zach and Jason,
I am emailing you to self -report a permit violation for the Town of Benson WWTP in the month of February 2020. As
noted in our recently submitted eDMR, our average daily effluent flow was 1.94 MGD. I included the following
comment as an explanation of how this violation occurred: "Average effluent daily flow greater than permitted
limit. The months of January and February required diverting excess flow to EQ ponds during equipment repairs
(clarifier rehabilitation and grit chamber repairs). Periods of diverted flow coincided with bouts of high rain
volume. This necessitated pumping down EQ ponds to maintain required freeboard level and ensure full treatment of
all wastewater through the plant. (Average influent flow without EQ pond pumping was 1.77 MGD)."
One additional note is that we received 5 inches of rain during the month. We have been repairing our collection
system over the last several months and continue to do so in an effort to reduce our I&I challenges. We have also raised
the matter of needing to start planning our next plant expansion to the town manager, mayor and the board of
commissioners at our annual board retreat, and the discussion was well received. Please contact me if you have any
questions or concerns about this matter.
Thank you,
Brian Leavitt
Superintendent
Town of Benson WWTP
919-902-9599
MAYOR
JERRY M. MEDLIN
MAYOR PRO-TEM
CASANDRA P. STACK
COMMISSIONER
MAXINE HOLLEY
JAMES D. JOHNSON
DEAN MCLAMB
WILLIAM NEIGHBORS
DR. R. MAX RAYNOR
March 10, 2020
TOWN OF BENSON
P.O. BOX 69
303 EAST CHURCH STREET
BENSON, NC 27504
(919) 894-3553
FAX (919) 894-1283
www.townofbenson.com
Zach Thomas
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
3800 Barrett Drive
Raleigh, NC 27609
Subject: Compliance Evaluation Inspection Response
Benson WWTP
NPDES Permit NCO020389
Johnston County
Dear Mr. Thomas,
'?Cco
vl� �1,.aly
LASF�Ficvt= 3-/Z -2c�o
TOWN MANAGER
FREDERICK NELSON
ASSISTANT TOWN MANAGER
KIMBERLY PICKETT
INTERIM TOWN CLERK
TYLER DOUGLAS
TOWN ATTORNEY
R. ISAAC PARKER
Please accept this written response to the inspection letter and EPA report received on February 25,
2020. The compliance inspection of the Town of Benson W WTP conducted by yourself and Jason
Robinson on Monday, February 17, 2020 was an opportunity. for the plant staff to highlight the vast
amount of time and effort put into improving the equipment and operations at our facility. We believe
that the current condition of the facility, combined with the successful compliance record over the last
year, reflect well on the commitment the Town of Benson and the W WTP staff have towards
maintaining this facility both now and into the future. You were thorough in this inspection, and I
believe that your report accurately reflects the status of the plant. As we continue to work, we
appreciate your assistance and support in achieving our goals.
The following are the requested responses to the items outlined in the inspection report:
7. b) Grit removal system: This unit was reassembled by the contractor on February 17, 2020. On
February 18, 2020, a few final adjustments were completed, and the unit is fully operational
and in use.
7. d) Screw pumps: The motor for screw pump #3 was received at the plant on March 6, 2020 and
was installed by plant staff on March 10, 2020. All three of the screw pumps are now online.
7. e) Rotor #1 in Ditch #1: Our electrician arrived on Thursday, February 20, 2020 and installed
the necessary transformer in the control panel. The rotor was started and run that afternoon,
and all other previous repairs to this rotor were inspected for proper function. This rotor is now
back online.
7. 1) Standby Power: A logboo been created to track the plant generab sge and function.
The generator will be tested at a minimum of once per month if not having already been used
for emergency power or load management in that month. The logbook will also contain all
regularly scheduled servicing, emergency service repair calls, fuel contact information and
refuel dates.
7. m) Treatment lagoons: Plant operators utilize stationary staff gauges to measure the level of the
treatment lagoons daily. The locations of the staff gauges are shown on the inserted map as
marked by the yellow arrows.
J �)
8. The plant upgrade in 2006 included a secondary plant effluent outfall line that was installed from
the end of the post -aeration chamber and after the flow measurement weir, extending all the way to the
additional outlet that was observed at the creek. Please see the inserted picture from the 2006 drawing.
5' DIA RECLAIMED
WATER FORCEMAIN
(a- FROM FENCE)
RECIAIMEDWATER ------------------pv'ro -_--
PUMP STATION
M-4r?-----------+T
... MCxWABN VMiEN 8fOM0¢TMM
' {--PoFfIEM1KK1
I I I INV 43.00 VDl
`TAP EXISTING 2' RECLAIMED WATER
ECLAIMED WATER ----i LINE WITH NEW 2' PVC LINE
IETER BOX, SEE SPECS
NEW 30' 0.1. PARALLEL
OUTFALL LINE, 5 -0' OFFSET
FROM EXISTING 21' OUTFALL
RAY IRRIGATION FIELD
(1.56 ACRES)
The primary contact for this response is Benson W WTP Superintendent, Brian Leavitt:
bleavitK4towpolbenson.comor919-902-9599.
Sincerely,
Fred D. Nelson, Jr.
Town Manager
303 East Church Street — P.O. Box 69
Benson, North Carolina 27504
Office: (919) 894 — 3553, ext. 228
Cell: (919) 264 — 2616
Fax: (919) 894 —1283
fnelsonan townotbenson.com
Cc: Jerry Medlin, Mayor (via email: jmedlin cT,townotbenson.com)
Kim Pickett, Assistant Town Manager (via email: kpickettCwtownofbenson.com)
Tim Robbins, Public Utilities Director (via email: trobbins r�),townofbenson.com)
Brian Leavitt, WWTP Superintendent (via email: bleavitt@townotbenson.com)
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Fredrick D. Nelson, Town Manager
Town of Benson
303 E. Church Street
Benson, NC 27504
NORTH CAROLINA
Environmental Quality
February 24, 2020
Subject: Compliance Evaluation Inspection
Benson WWTP
NPDES Permit NCO020389
Johnston County
Dear Mr. Nelson,
On Monday, February 17, 2020, Zach Thomas and Jason Robinson of the Raleigh Regional
Office of the Division of Water Resources conducted a compliance evaluation inspection of the
treatment facilities located at the Benson WWTP. The purpose of this inspection was to ensure
compliance with the subject NPDES permit. During the inspection, the presence and
cooperation of Brian Leavitt, Operator in Responsible Charge (ORC), Tim Robbins (Director of
PU), Steve Procter (BUORC & Lab Supervisor), Brian Gay and other staff was helpful and
appreciated.
The Benson WWTP is located at 770 Hannah Creek Road, Four Oaks, North Carolina. The
W W-4 facility is permitted and authorized to discharge 1.9 MGD of treated wastewater through
Outfall 001 into Hannah Creek, classified C-NSW, as part of the Neuse River Basin.
This NPDES compliance evaluation inspection consisted of the following:
• Review of the NPDES permit;
• Review of the owner/facility information;
• Review of ORC log books and other operation documents;
• Review of August 2018 — January 2020 monitoring data;
• Review of August 2018 — January 2020 compliance history;
• On -site inspection of the laboratory;
• On -site inspection of the wastewater treatment units.
Findings during the inspection were as follows:
The current NPDES permit was issued effective on September 1, 2013, and expired on April 30,
2018. A copy was available on -site. The Division received the permit renewal application for the
facility on September 18, 2017 and is currently under review.
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 13800 Barrett Drive I Raleigh. North Carolina 27609
919.791.4200
D E QZA
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As listed in the subject permit, the treatment components include: one (1) are bar screen, grit removal
system, dual manual bar screens, parshall flume with flow measurement, influent composite sampler,
three (3) influent screw pumps, three (3) oxidation ditches (Ditches #I & #3 are used for aeration and
ditch #2 is kept anoxic for nutrient removal), five (5) secondary clarifiers, a return and waste sludge
pump station, five (5) tertiary filters, a chlorine contact basin (changed from gas to liquid since last
inspection), a dechlorination basin with post aeration, an effluent flow meter (used for reporting),
effluent composite sampler, one (1) concrete lined sludge lagoon (not currently aerated), and two (2)
stabilization lagoons/influent flow storage, and backup generator. Chemical feed systems (alum and
lime) are no longer used in treatment process.
3. For the review period August 2018 — January 2020, DMR violations and enforcement actions
(Notices of Deficiency, Notices of Violation, or Civil Penalty Assessments) were issued. These
actions were handled in separate correspondence. During this inspection, DWR staff also evaluated
whether the remediation efforts requested from last inspection were performed. Many improvements
were made to the facility and are detailed in item #7 below.
4. The inspector compared February 2019 and July 2019 DMR data against the bench and analytical
data. No discrepancies were noted. For the review period, Benson WWTP has been compliant with
its Whole Effluent Toxicity limit and monitoring requirements (July 2019 results indicated a "fail",
samples were collected the two following months and results indicated a "pass".).
The laboratory at Benson WWTP operates under field certification # 196 and analyzes the following
parameters: pH, temperature, dissolved oxygen, chlorine, TP, TSS, fecal coliform, and conductivity.
All other parameters are analyzed by Environment I or Meritech Inc. A brief inspection of the meter
calibration logs and standards showed the Benson WWTP laboratory to be compliant with record -
keeping requirements. Disposable NIST certified thermometers, which are good for 1 year, are used
by the operators to measure temperature.
6. The ORC logbook was complete and contained detailed information that included daily clarifier
sludge levels, freeboard levels, etc. The 2019 Annual Report was provided and is available as of
January 2020 for review on the Town's website in addition to being posted at Town Hall.
7. The following treatment units were evaluated during this inspection:
a) Arc/manual bar screens: Debris is collected in a rolling trash bin, then placed in a dumpster and
picked up by waste management. The ORC has implemented a higher frequency of observation to
mitigate issues. During the inspection, the chain inside of the unit came undone and was attended
to immediately. The unit is noticeably older, rusted, and staff expressed a want to replace the
entire arc bar unit to increase efficiency.
b) Grit removal system: The unit was offline and actively being rehabbed on the day of inspection.
It was scheduled to be brought back online that afternoon. Repairs were made to the concrete
floor and walls, surfaces of unit and motor were painted and coated to help prevent breakdown.
Please notify this office when the unit is fully brought back online.
c) Influent flow meter & sampler: The influent flow meter was last calibrated 8-30-2019 by
Clearwater. The sampler temperature was noted as 3.1 degrees Celsius. The previous inspection
noted that samples were being collected at a rate that did not meet permit requirements. The
sampler is now set to collect 120 mL samples and is flow proportional.
d) Screw pumps: 2 of the 3 screw pumps were in operation. The other screw pumps motor was to
be replaced and staff are waiting on the part to arrive. Please notify this office when the third
screw pump is brought back online.
e) Oxidation ditches: Ditches # l & #3 are used for aeration and Ditch #2 is kept anoxic for nutrient
removal. The previous inspection noted that multiple rotors were inoperable. Rotor #1 in Ditch
# 1 has been rehabbed. Concrete has been repaired and the motor has been replaced. An
electrical part is on order and will be installed shortly after to bring the rotor back online. All
other rotors appeared to be in working order; Ditch #2 did not have any rotors running due to it
being the designated anoxic zone.
f) Clarifiers: The previous inspection revealed only 3 of the 5 clarifiers were operable. Repairs
have been made and now all five clarifiers are in good working order. Sludge blankets are
measured and documented once per day and more frequently under inclement weather. Blanket
levels appeared to be compliant. Of the 5 clarifiers, 2 are 10 ft. in depth, 2 are 12 ft. in depth and
the larger is 15ft. in depth. Algae is cleaned from the weirs weekly or as needed and placed in the
sludge wasting pit to be sent to the sludge holding lagoon.
g) Sludge Pump Station: New pumps and electrical equipment were added or replaced in the pump
house to better regulate flow to the different treatment units and the lagoon.
h) Tertiary Filters: The previous inspection revealed that only 3 of the 5 filters were operable.
Repairs have been made and 4 of 5 are back online. The 5' filter contains broken plates that are
no longer manufactured. Staff are looking into best options for bringing this unit back online.
All operable filters are backwashed on M, W, F or as needed and appeared to be operating
sufficiently.
i) Disinfection: Per the ORC, the plant has changed from using gas to liquid sodium hypochlorite
after discussing the change with Central Office staff. Waterguard is scheduled to supply material
every two weeks. The facility keeps a powder mix as a back-up. Estimated contact time in the
chamber is 30 minutes.
j) De -chlorination and post aeration: Calcium thiosulfate is added and the effluent is post aerated
by units from the bottom of the chamber. Waterguard also supplies this material.
k) Effluent flow meter & sampler: The effluent flow meter is used for reporting and was last
calibrated 8-30-2019 by Clearwater. The meter display showed 1.88 MGD at approximately
11:40 AM. The sampler temperature was noted as 3.0 degrees Celsius. The previous inspection
noted that samples were being collected at a rate that did not meet permit requirements. The
sampler is now set to collect 120 mL samples and is flow proportional.
1) Standby Power: The generator on site is equipped to provide power for the entire plant. The unit
is manually tested. The ORC stated that it has been several months since a test was last
performed. DWR staff recommended testing/auto-testing the generator on a regular basis and
periodically under load (with appropriate documentation) to ensure that it will function properly
when necessary.
m) Treatment lagoons: The facility contains three (3) lagoons. Lagoon I is the larger lagoon
located on the SW side of the plant. It is clay lined with a concrete curtain and is used as an
equalization basin (flow is diverted from the headworks unit). Lagoon 2 is the smaller lagoon
located on the SE side of plant. It is clay lined with a concrete curtain and is also used as an
equalization basin. The third lagoon is completely concrete and is used as sludge waste
containment with a capacity of approximately 3MG. It contains aerators, but are currently not in
use until more sludge can be removed. A previous inspection revealed an overflow that occurred
from the sludge lagoon, high freeboard levels, and excessive amounts of vegetation growing
inside of the units; this resulted in PC-2018-0019. Sludge has since been extracted from the
lagoons and cleanup efforts have been performed. Staff stated that approximately 1500 tons of
sludge and vegetation have been removed from Lagoon #2. In addition, debris and sludge has
been removed from the sludge wasting lagoon itself. Facility staff stated that they anticipate
_-W
another round of debris removal from the lagoons in the coming months. Freeboard levels in
both EQ basins are checked daily and documented. At the time of inspection, freeboard levels in
the sludge lagoon were compliant. Please describe the location and process in which facility staff
checkfreeboord levels daily to ensure compliance with the 1 footfreeboard requirements stated
in A. (6). of the issued permit.
8. The inspector observed the effluent discharge to Hannah's Creek via the outfall pipe to be clear with
no observable solids or foam. No detrimental impacts from the effluent discharge were observed.
The area around the outfall pipe was clear and accessible. It appears to have a "Y-split" and
discharges from two separate outlets in the same location. Please verify this and describe location of
split.
9. The ORC and Public Utility Director stated that in addition to the cleanup of the lagoons, repair of the
rotors inside of the oxidation ditches and maintenance/replacement of screen units are a top priority.
Prioritizing these items will help ensure efficiency, help prevent damage to downstream units, and
protect the Town's recent investments at the treatment facility.
Please address the conditions outlined in numbers 7 (b, d, e,1, m) & 8 of this letter and
notify the inspector at the contact information below within 45 days of receipt of this letter.
If you have questions or comments about the inspection, this report or the requirements to take
corrective action (if applicable), please contact:
Zach Thomas at 919-791-4247 or via email at zacharv.thomasLamcdenr.gov.
Sincerely,
G Ir ---
Scott Vinson
Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
Attachments: EPA Water Compliance Inspection Report
Cc: Brian Leavitt, ORC (via email: bleavitt(dtownotbenson.com)
Tim Robbins, Public Utilities Director (via email: trobbinsratownofbenson.com)
RRO Files
Laserfiche-4ab)av
United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN 1 2 15 1 3 I NCO020389 I11 121 20/02/77 I17 18 U 19 l !) 201 I
L1JI
211
I Iu1 I I I I 11 I I I I I I I I I I I I I I I I I I 1 I I I I I 111 1 1 1 r6
Inspection
Work Days Facility Self -Monitoring Evaluation Rating B1 OA Reserved
67
70 I I 71 LI I 72 L u 1 731 I 174 75I I I I I I I I80
LJ I ,. I I I I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
10:00AM 20/02117
73/09/01
Benson WWTP
T70 Hannah Creek Rd
Exit Time/Date
Permit Expiration Date
Benson NC 27504
12:15PM 20/02/17
18/04/30
Name(s) of Onsite Representative(s)Ritles(s)/Phone and Fax Numbers)
Other Facility Data
Brian Peter LeavitUORC/979-894-2373/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Keith Ryker Langdon,PO Box 69 Benson NC 275040069/fown
Marager/91 M94-4953/9198941283 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Flow Measurement Operations & Maintenance Records/Reports
Self -Monitoring Program Sludge Handling Disposal Facility Site Review Compliance Schedules
Effluent/Receiving Waters Laboratory
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Names) and Signature of In%spector s) ` Agency/Office/Phone and Fax Numbers
1 fDate
Jason T Robinson 1 DWR/RRO WO/919-791-4200/
Zachary Thomas DWR/RRO WO/919-791-4200/ ZV�
T r''L66 2- � 4
/I
ature of M agement O A Reviewer Agency/Office/Phone and Fax Numbers Date
.21sY120zo
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#
NPDES yr/mo/day Inspection Type
NCO020389 I11 12I 20/02/17 117 18 ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Please see report for details.
Page#
Permit: NC0c20309
Inspection Date: 02.172020
Compliance Schedules
Is there a compliance schedule for this facility?
Owner -Facility: Benson WWTP
Inspection Type: ComplianceEvaluation
Is the facility compliant with the permit and conditions for the review period?
Comment:
Permit
(If the present permit expires in 6 months or less). Has the permittee submitted a new
application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to all areas for inspection?
Yes No NA NE
❑
❑
❑
■
❑
❑
❑
Yes No NA NE
■ ❑ ❑ ❑
❑ ❑ ❑
❑ ■ ❑ O
■ ❑ ❑ O
■o❑❑
Comment: The Division received the permit renewal application for the facility on September 18 2017
and is currently under review.
Record Keepina
Yes No NA NE
Are records kept and maintained as required by the permit?
0
❑
❑
❑
Is all required information readily available, complete and current?
0
❑
❑
❑
Are all records maintained for 3 years (lab. reg. required 5 years)?
0
❑
❑
❑
Are analytical results consistent with data reported on DMRs?
0
❑
❑
❑
Is the chain -of -custody complete?
❑
❑
❑
Dates, times and location of sampling
❑
Name of individual performing the sampling
❑
Results of analysis and calibration
❑
Dates of analysis
❑
Name of person performing analyses
❑
Transported COCs
❑
Are DMRs complete: do they include all permit parameters?
0
❑
❑
❑
Has the facility submitted its annual compliance report to users and DWQ?
0
❑
❑
❑
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator
❑
❑
0
❑
on each shift?
Is the ORC visitabon log available and current?
M
❑
❑
❑
Is the ORC certified at grade equal to or higher than the facility classification?
0
❑
❑
❑
Is the backup operator certified at one grade less or greater than the facility classification?
M
❑
❑
❑
Is a copy of the current NPDES permit available on site?
M
❑
❑
❑
Page# 3
I
Permit: NCO020389 Owner - Facility: Benson WWTP
Inspection Date: 02117,2020 Inspection Type: Compliance Evaluation
Record Keeping Yes No NA NE
Facility has copy of previous year's Annual Report on file for review? 0 ❑ ❑ ❑
Comment:
Operations & Maintenance
Yes
No
NA NE
Is the plant generally clean with acceptable housekeeping?
so
❑
❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable
M
❑
❑
❑
Solids, pH, DO, Sludge Judge, and other that ate applicable?
Comment:
Laboratory
Yes
No
NA NE
Are field parameters performed by certified personnel or laboratory?
M
❑
❑
❑
Are all other parameters(excluding field parameters) performed by a certified lab?
0
❑
❑
❑
# Is the facility using a contract lab?
0
❑
❑
❑
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
M
❑
❑
❑
Celsius)?
Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/_ 0.2 degrees?
0
❑
❑
❑
Incubator (BOD) set to 20.0 degrees Celsius +/- 1.0 degrees?
❑
❑
M
❑
Comment: Field Cent # 196 some parameters are analyzed by Environment 1 or Meritech.
Influent Sampling
Yes
No
NA NE
# Is composite sampling flow proportional?
M
❑
❑
❑
Is sample collected above side streams?
0
❑
❑
❑
Is proper volume collected?
0
❑
❑
❑
Is the tubing clean?
0
❑
❑
❑
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
M
❑
❑
❑
Celsius)?
Is sampling performed according to the permit?
❑
❑
❑
Comment: The sampler temperature was noted as 3.1 degrees Celsius.
Flow Measurement - Influent
Yes No NA NE
# Is flow meter used for reporting?
❑
0
❑
❑
Is flow meter calibrated annually?
C
❑
❑
❑
Is the flow meter operational?
0
❑
❑
❑
(If units are separated) Does the chart recorder match the flow meter?
❑
❑
MEI
Page# 4
Permit: NC0020389
Inspection Date: 02/17/2020
Flow Measurement - Influent
Owner -Facility: Benson WWTP
Inspection Type: Compliance Evaluation
Comment: The influent flow meter was last calibrated 8-30-2019 by Clearwater.
Bar Screens
Type of bar screen
a.Manual
b.Mechanical
Are the bars adequately screening debris?
Is the screen free of excessive debris?
Is disposal of screening in compliance?
Is the unit in good condition?
Yes No NA NE
Yes No NA NE
• ❑ ❑ ❑
O ❑ ❑ ❑
■ ❑ ❑ ❑
■ ❑ ❑ ❑
Comment: Debris is collected in a rolling trash bin. then placed in a dumpster and picked uo by waste
management.
The ORC has implemented a higher frequency of observation to mitigate issues.
During the inspection. the chain inside of the unit came undone and was attended to
immediately.
The unit is noticeably older, rusted, and staff expressed a want to replace the entire arc bar
unit to increase efficiency.
Grit Removal
Yes
No NA NE
Type of grit removal
a.Manual
❑
b.Mechanical
Is the grit free of excessive organic matter?
❑
❑
❑
Is the grit free of excessive odor?
❑
❑
❑
# Is disposal of grit in compliance?
0
❑
❑
❑
Comment: The unit was offline and actively being rehabbed on the day of inspection.
It was scheduled
to be brought back online that afternoon. Repairs were made to the concrete floor and
walls, surfaces of unit and motor were painted and coated to help
prevent breakdown.
Staff
is to notify DWR when brought back online.
Equalization Basins
Is the basin aerated?
Is the basin free of bypass lines or structures to the natural environment?
Is the basin free of excessive grease?
Are all pumps present?
Are all pumps operable?
Are float controls operable?
Yes No NA NE
❑ ❑ M ❑
■ ❑ ❑ ❑
❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ ❑ M
Permit NCO020389
Inspection Date: 02/1712020
Equalization Basins
Owner -Facility: Benson WWTP
Inspection Type: Compliance Evaluation
Yes No NA NE
Are audible and visual alarms operable? ❑ ❑ ❑
# Is basin size/volume adequate? M ❑ ❑ ❑
Comment: Freeboard levels in both EQ basins are checked daily and documented. Staff are to
describe location and process in which freeboard levels are checked to ensure permit
compliance. See report for more details.
Lagoons
Yes No NA NE
Type of lagoons?
Facultative
# Number of lagoons in operation at time of visit?
3
Are lagoons operated in?
Parallel
# Is a re -circulation line present?
0
❑
❑
❑
Is lagoon free of excessive floating materials?
0
❑
❑
❑
# Are baffles between ponds or effluent baffles adjustable?
❑
❑
M
❑
Are dike slopes clear of woody vegetation?
M
❑
❑
❑
Are weeds controlled around the edge of the lagoon?
M
❑
❑
❑
Are dikes free of seepage?
0
❑
❑
❑
Are dikes free of erosion?
M
❑
❑
❑
Are dikes free of burrowing animals?
M
❑
❑
❑
# Has the sludge blanket in the lagoon (s) been measured periodically in multiple
M
❑
❑
❑
locations?
# If excessive algae is present, has barley straw been used to help control the growth?
❑
❑
0
❑
Is the lagoon surface free of weeds?
M
❑
❑
❑
Is the lagoon free of short circuiting?
0
❑
❑
❑
Comment: An evaluation of the lagoon depths was performed on 4-23-2019.
Grass area along edge is well maintained.
See report for more details.
Aerobic Digester
Yes
No
NA
NE
Is the capacity adequate?
M
❑
❑
❑
Is the mixing adequate?
❑
❑
M
❑
Is the site free of excessive foaming in the tank?
®
❑
❑
❑
# Is the odor acceptable?
®
❑
❑
❑
# Is tankage available for properly waste sludge?
0
❑
❑
❑
Comment:
Paye#. 6
Permit: NCO020389 Owner -Facility: oenson WWTP
Inspection Date: 02117'2020 Inspection Type: Compliance Evaluation
Secondary Clarifier
Is the clarifier free of black and odorous wastewater?
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
Is the drive unit operational?
Is the return rate acceptable (low turbulence)?
Is the overflow clear of excessive solids/pin floc?
Is the sludge blanket level acceptable? (Approximately % of the sidewall depth)
Yes
No
NA NE
■
❑
❑
❑
❑
❑
❑
■
❑
D
❑
■
❑
O
❑
❑
❑
❑
■
❑
❑
O
■
❑
❑
❑
M
❑
❑
❑
M
❑
❑
❑
❑
❑
❑
❑
❑
❑
Comment: All five clarifiers are in good workinq order. Sludge blankets are measured once Der day and
more frequently under inclement weather. Blanket levels appeared to be compliant Of the
5 clarifiers 2 are 10 ft in depth 2 are 12 ft in depth and the larger is 15ftin depth Algae is
cleaned from the weirs weekly or as needed and Placed in the sludge wasting pit to be sent
to the sludge holding lagoon.
Oxidation Ditches
Yes No
NA NE
Are the aerators operational?
M
❑
❑
❑
Are the aerators free of excessive solids build up?
E
❑
❑
❑
# Is the foam the proper color for the treatment process?
M
❑
❑
❑
Does the foam cover less than 25% of the basin's surface?
O
❑
❑
❑
Is the DO level acceptable?
N
❑
❑
❑
Are settleometer results acceptable (> 30 minutes)?
❑
❑
❑
Is the DO level acceptable?(1.0 to 3.0 mg/I)
M
❑
❑
❑
Are settelometer results acceptable?(400 to 800 ml/I in 30 minutes)
❑
❑
❑
M
Comment: Rotor #1 in Ditch #1 has been rehabbed. Concrete has been repaired and the motor has
been replaced. An electrical Part is on order and staff is to notify DWR when it is back
online. All other rotors appeared to be in working order: Ditch #2 did not have any rotors
running due to it being the designated anoxic zone.
Nutrient Removal Yes No NA NE
# Is total nitrogen removal required? M ❑ ❑ ❑
# Is total phosphorous removal required? 0 ❑ ❑ ❑
Type
# Is chemical feed required to sustain process?
Biological
■ ❑ ❑ ❑
P,,;ie: 7
i
Permit: NC0020389 Owner • Facility: Benson WwTP
Inspection Date: 02/1712020 Inspection Type: Compliance EvalLation
Nutrient Removal Yes No NA NE
Is nutrient removal process operating propedy? M ❑ ❑ ❑
Comment: Alum and Lime are no longer used at the facility.
Filtration (High Rate Tertiary)
Yes No NA NE
Type of operation:
Down flow
Is the filter media present?
® ❑
❑
❑
Is the filter surface free of clogging?
0 ❑
❑
❑
Is the filter free of growth?
M ❑
❑
❑
Is the air scour operational?
0 ❑
❑
❑
Is the scouring acceptable?
0 ❑
❑
❑
Is the clear well free of excessive solids and filter media?
0 ❑
❑
❑
Comment: 4 of 5 filters are online. The 5th filter contains broken
plates that are no longer
manufactured. Staff are continuing to look into best options
for bringing this unit back online.
All operable filters are backwashed on M. W. F or as needed and appeared to be operating
sufficiently.
Solids Handling Equipment
Is the equipment operational?
Is the chemical feed equipment operational?
Is storage adequate?
Is the site free of high level of solids in filtrate from filter presses or vacuum filters?
Is the site free of sludge buildup on belts and/or rollers of filter press?
Is the site free of excessive moisture in belt filter press sludge cake?
The facility has an approved sludge management plan?
Yes No NA NE
❑ ❑ ® ❑
❑ ❑ ■ ❑
❑ ❑ M ❑
❑ ❑ . ❑
❑ ❑ ® ❑
❑ ❑ M ❑
M ❑ ❑ ❑
Comment: New pumps and electrical equipment were added or replaced in the pump house to better
regulate flow to the different treatment units and the lagoon.
Disinfection -Liquid
Is there adequate reserve supply of disinfectant?
(Sodium Hypochlorite) Is pump feed system operational?
Is bulk storage tank containment area adequate? (free of leaks/open drains)
Is the level of chlorine residual acceptable?
Is the contact chamber free of growth, or sludge buildup?
Is there chlorine residual prior to de -chlorination?
Yes No NA NE
■❑❑❑
• ❑ ❑ ❑
■❑❑❑
n❑❑M■
M ❑ ❑ ❑
❑ ❑ O ■
Paget 8
Permit: NCO020389 Owner -Facility: Benson WWTP
Inspection Date: 02/17/2020 Inspection Type: Compliance Evaluation
Disinfection -Liquid
Yes No NA NE
Comment: Per the ORC, the plant has changed from using gas to liquid sodium hvpochlorite after
discussing the change with Central Office staff. Waterquard is scheduled to supply
material
every two weeks. The facility keeps a powder mix as a back-up. Estimated contact
time in
the chamber is 30 minutes.
De -chlorination
Yes No NA NE
Type of system ?
Liquid
Is the feed ratio proportional to chlorine amount (1 to 1)?
M ❑
❑
❑
Is storage appropriate for cylinders?
M ❑
❑
❑
# Is de -chlorination substance stored away from chlorine containers?
M ❑
❑
❑
Are the tablets the proper size and type?
❑ ❑
0
❑
Comment: Calcium thiosulfate is added and the effluent is post aerated by units from the bottom of the
chamber. Waterquard also supplies this material.
Are tablet de -chlorinators operational? ❑ ❑ ❑
Number of tubes in use?
Comment:
Flow Measurement - Effluent
# Is flow meter used for reporting?
Is flow meter calibrated annually?
Is the flow meter operational?
(If units are separated) Does the chart recorder match the flow meter?
Comment: The effluent flow meter is used for reporting and was last calibrated 8-30-2019 by
Clearwater. The meter display showed 1.88 MGD at approximately 11:40 AM.
Yes No NA NE
■ ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ ❑ ■
Effluent Pipe
Yes No
NA NE
Is right of way to the outfall properly maintained?
❑
❑
❑
Are the receiving water free of foam other than trace amounts and other debris?
❑
❑
❑
If effluent (diffuser pipes are required) are they operating properly?
❑
❑
M
❑
Comment: Outfall appears to have a "Y-split" and discharges from two separate outlets in the same
location. Staff is requested to verify and describe location of split.
Effluent Sampling
Yes
No
NA NE
Is composite sampling flow proportional?
M
❑
❑
❑
Is sample collected below all treatment units?
M
❑
❑
❑
Is proper volume collected?
M
❑
❑
❑
Pay 9
i
Permit: NCO020389 Owner• Facility: Benson WWTP
Inspection Date: 02/17t2020 Inspection Type: compliance Evaluation
Effluent Sampling
Yes
No
NA
NE
Is the tubing clean?
0
❑
❑
❑
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
M
❑
❑
❑
Celsius)?
Is the facility sampling performed as required by the permit (frequency, sampling type
❑
❑
❑
representative)?
Comment: The sampler temperature was noted as 3.0 degrees Celsius. The previous inspection noted
that samples were being collected at a rate that did not meet permit requirements. The
sampler is now set to collect 120 mL samples and is flow proportional.
Standby Power
Is automatically activated standby power available?
Is the generator tested by interrupting primary power source?
Is the generator tested under load?
Was generator tested & operational during the inspection?
Do the generator(s) have adequate capacity to operate the entire wastewater site?
Is there an emergency agreement with a fuel vendor for extended run on back-up power?
Is the generator fuel level monitored?
Yes No NA NE
Comment: The generator on site is eauiDDed to Drovide power for the entire Dlant. The unit is manual)
tested. The ORC stated that it has been several months since a test was last performed.
DWR staff recommended testing/auto-testing the generator on a regular basis and
periodically under load (with appropriate documentation) to ensure that it will function
properly when necessary.
Page# 10
Water. x ullution Control System Operate esignation Form
WPCSOCC
NCAC 15A 8G .0201
Permittee owner/Officer Name: Frederick D. Nelson / Interim Town Manager
Mailing Address: Post Office Box 69
City: Benson State: NC Zip: 27504 - Phone #: 919-894-3553
Email address: tnelson cQtownotbenson.com
Signature: Date:
.................................................................................................................................................
Facility Name: Benson WWfP Permit#: NCO020389
County: Johnston (CO.
... ............... ................. ............ ..........................I-
A
SEPARATE FORM FOR EACH TYPE SYSTEM! �
<o
00,
Land Application
........................................................................................... b
...................................
SUBMIT
Collect
Facility Type/Grade (CHECK ONLY ONE):
ion Physical/Chemical Surface Irrigation
Operator in Responsible Charge (ORC) R
Print Full Name: Brian P. Leavitt Email: bleavitt(a)townofbenson.com
Certificate Ty Grade / umber: -4 #1006366 Work Phone #: 919-9/02-9599
Signature: Date: 5/30// f
`9 certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the rules
and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: Steve A. Procter Email: sprocter0_)townofbenson.com
Certificate Type / Grade / Number: VVW-4 #26527 Work Phone #: 919-894-2373
Signature: 2t :A Pn;�k Date: J�LdO l !4
"I certify that 1 agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission.'
...................................................................................................................................................
Mail,fax or email the WPCSOCC, 1618 Mail Service Center, Raleigh, NC 27699-1618 Fax: 919.715.2726
orieinal to: Email: certadminAncdenr.gov
Mall orfax a coDv to the Asheville Fayetteville Mooresville Raleigh
appropriate Regional Office: 2090 US Hwy 70 225 Green St 610 E Center Ave 3800 Barrett Dr
Swannanoa 28778 Suite 714 Suite 301 Raleigh 27609
Fax: 828.299.7043 Fayetteville 28301.5043 Mooresville 28115 Fax: 919571.4718
Phone: 828.296.4500 Fax: 910A86.0707 Fax: 704.663.6040 Phone:919.791.4200
Phone: 910.433.3300 Phone: 704.663.16"
Washington Wilmington Winston-Salem
943 Washington Sq Mall 127 Cardinal Dr 450 W. Hanes Mall Rd
Washington 27889 Wilmington 28405-2845 Winston-Salem 27105
Fax:252.946.9215 Fax:910.350.2004 Fax:336.776.9797
Phone: 252.946.6481 Phone: 910.796.7215 Phone: 336.776.9800
C
Z
w
Fj
Revised 05-2015
Water
Permittee Owner/Officer Name:
Mailing Address:
ution Control System Operatoi
WPCSOCC
NCAC 15A 8G .0201
A�of
signation Form,/,4
N Per
City: Benson State: NC Zip: 27504 - Phone #: 919-894-3553
Email address: mzapp(a)town ofbenson. corn
Signature: moon-w Date: 12/31 /2018
Facility Name: Town of Benson WWTP Permit#: NCO020389
County: Johnston
.................................................................................................................................................
SUBMIT A SEPARATE FORM FOR EACH TYPE SYSTEM!
Facility Type/Grade (CHECK ONLY ONE):
Biological Collection Physical/Chemical Surface Irrigation Land Application
Operator in Responsible Charge (ORC)
Print Full Name: Steve A. Procter Email: sprocter(cNownofbenson.com
Certificate Type / Grade / Number: W W-4 #26527 Work Phone #: 919-894-2373
Signature: U" PS Date: 01/03/2019
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the rules
and regulations pertaining to the responsibilities of the ORC as set forth in I SA NCAC 08G .0204 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
.................................................................................................................................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: Brian P. Leavitt Email: bleavitt(Mtowndbenson.com
Certificate Type / Grade / mnber: W W- #1006366 Work Phone #: 919-894-2373
Signature: Date: 01/03/2019
`9 certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
...................................................................................................................................................
Mail, jar or email the WPCSOCC, 1618 Mail Service Center, Raleigh, NC 27699-1618 Fax: 919.715.2726
orieinal to: Email: certadminamederur.rov
Mail or fax a copv to the Asheville
appropriate Regional Office: 2090 US Hwy 70
Swannanoa 28778
Fax: 828.299.7043
Phone: 828.296.4500
Washington
943 Washington Sq Mall
Washington 27889
Fax: 252.946.9215
Phone: 252.946.6481
Fayetteville
225 Green St
Suite 714
Fayetteville 28301-5043
Fax: 910.486.0707
Phone: 910.433.3300
Wilmington
127 Cardinal Dr
Wilmington 28405-2845
Fax: 910350.2004
Phone: 910.796.7215
Mooresville
610 E Center Ave
Suite 301
Mooresville 28115
Fax: 704.663.6040
Phone: 704.663.1699
Winston-Salem
450 W. Hanes Mall Rd
Winston-Salem 27105
Fax: 336.776.9797
Phone: 336.776.9800
Raleigh
3800 Barrett Dr
Raleigh 27609
Fax: 919571.4718
Phone:919.79IA200
Revised 05-2015
State of North Carolina 6 d�
Department of Environment and Natural Resources
DWR Division of Water Resources
Collection System Sanitary Sewer Overflow Reporting Form IO 11S�Ig
Division of Water Resources Form CS-SSO
PART I:
This form shall be submitted to the appropriate DWR Regional Office within five business days of the first knowledge of the
sanitary sewer overflow (SSO).
Permit Number: NCO020389 (WQCS# if active, otherwise use WQCSD#)
Facility: Town of Benson W WTP Incident #: 201803200 Owner: Town of Benson
Region: Raleigh City: Benson County: Johnston
Source of SSO (check applicable): ® Sanitary Sewer ❑ Pump Station / Lift Station
SPECIFIC location of the SSO (be consistent in description from past reports or documentation - i.e. Pump
Station 6, Manhole at Westall & Bragg Street, etc.): Head works of wwtp
Manhole #:
Latitude (degrees/minute/second): Longitude (degrees/minute/second):
Incident Started Dt: 10/15/16 Time: 5:40pm Incident End Dt: 10/15/18 Time: 5:44pm
(mm-dd-yyyy) (hh:mm) AM/PM (mm-dd-yyyy) (hh:mm) AM/PM
Estimated volume of the SSO: 1,500 gallons Estimated Duration (round to nearest hour): 4 minutes hour(s)
Describe how the volume was determined: Area around parcheall flume
Weather conditions during the SSO event: Clear
Did the SSO reach surface waters? ❑ Yes ❑ No ® Unknown
Volume reaching surface waters: gallons Surface water name:
Did the SSO result in a fish kill? ❑ Yes ® No ❑ Unknown
If Yes, what is the estimated number of fish killed?
SPECIFIC cause(s) of the SSO
❑Severe Natural Conditions ❑ Grease ❑Roots [-]Inflow & Infiltration
❑Pump Station Equipment Failure ® Power Outage ❑Vandalism ❑ Debris in line ❑Pipe Failure (Break)
❑Other (Please explain in Part II)
24-hour verbal notification (name of person contacted): Stephanie Goss
®DWR ❑Emergency Management Date (mm-dd-yyy): 10/16/18 Time: (hh:mm AM/PM): 8:40am
Per G.S. 143-215.1 C(b), the owner or operator of any wastewater collection system shall:
In the event of a discharge of 1,000 gallons or more of untreated wastewater to the surface waters of the State, issue
a press release to all print and electronic news media that provide general coverage in the county where the
discharge occurred setting out the details of the discharge. The press release shall be issued within 24 hours after
the owner or operator has determined that the discharge has reached surface waters of the State.
In the event of a discharge of 15,000 gallons or more of untreated wastewater to the surface waters of the State,
publish a notice of the discharge in a newspaper having general circulation in the county in which the discharge
occurs and in each county downstream from the point of discharge that is significantly affected by the discharge. The
Regional Office shall determine which counties are significantly affected by the discharge and shall approve the form
and content of the notice and the newspapers in which the notice is published.
WHETHER OF NOT PART II IS COMPLETED, A SIGNATURE IS REQUIRED SEE PAGE 13
Form CS-SSO Page 1
In order to submit a claim for justification of an SSO, you must use Part II of form CS-SSO with additional documentation as
necessary. DW R staff will review the justification claim and determine if enforcement action is appropriate.
PART It:
ANSWER THE FOLLOWING QUESTIONS FOR EACH RELATED CAUSE CHECKED IN PART I OF THIS FORM AND
INCLUDE THE APPROPRIATE DOCUMENTATION AS REQUIRED OR DESIRED
COMPLETE ONLY THOSE SECTONS PERTAINING TO THE CAUSE OF THE SSO AS CHECKED IN PART I
(In the check boxes below, NA = Not Applicable and NE = Not Evaluated)
A HARDCOPY OF THIS FORM SHOULD BE SUBMITTED TO THE APPROPRIATE DWR REGIONAL OFFICE UNLESS
IS HAS BEEN SUBMITTED ELECTRONICALLY THROUGH THE ONLINE REPORTING SYSTEM
Form CS-SSO Page 2
Severe Natural Conditions (hurricane tornado etc.)
Describe the "severe natural condition" in detail:
How much advance warning did you have and what actions were taken in preparation for the event?
Comments:
Fonn CS-SSO Page 3
When was the last time this specific line (or wet well) was cleaned?
Do you have an enforceable grease ordinance that requires new or retrofit of
grease trapsfinterceptors? ❑ Yes
Have there been recent inspection and/or enforcement actions taken on near-
by restaurants or other nonresidential grease contributors? ❑ Yes
Explain:
Have there been other SSOs or blockages in this areas that were also caused
by grease ❑ Yes
When?
If yes, describe them:
Have cleaning and inspections ever been done at this location? ❑ Yes
Explain.
Have educational material about grease been distributed in the past? ❑ Yes
When:
and to whom:
Explain:
If the SSO occurred at a pump station, when was the wet well and pumps last checked
for grease accumulation:
Were the floats clean?
Comments:
Form CS-SSO
❑ No ❑ NA ❑ NE
❑ No DNA ❑ NE
❑ No DNA ❑ NE
❑ No ❑NA ❑ NE
❑ No
❑ Yes ❑ No
❑NA ❑ NE
DNA ❑ NE
Page 4
Roots 4
Do you have an active root control program on the line / area in question? ❑ Yes [—]No ❑NA ❑ NE
Describe:
Have cleaning and inspections ever been increased at this location because
of roots? ❑ Yes ❑ No ❑NA ❑ NE
Explain:
What corrective actions have been accomplished at the SSO location (and
surrounding system if associated with the SSO)?
What corrective actions are planned at the SSO location to reduce root intrusion?
Has the line been smoke tested or videoed within the past year? ❑ Yes ❑ No ❑NA ❑ NE
If Yes, when?
Comments:
Form CS-SSO Page 5
Inflow and Infiltration
Are you under an SOC (Special Order by Consent) or do you have a schedule
❑ Yes
❑ No
[]NA
❑ NE
in any permit that addresses III?
Explain if Yes:
What corrective actions have been taken to reduce or eliminate I & I related overflows this
spill location
within the last year?
Has there been any flow studies to determine III problems in the
❑ Yes
❑ No
❑NA
❑ NE
collection system at the SSO location?
If Yes, when was the study completed and what actions did it recommend?
Has the line been smoke tested or videoed within the past year?
❑ Yes
❑ No
❑NA
❑ NE
If Yes, when and what actions are necessary and the status of such actions:
Are there 1/1 related projects in your Capital Improvement Plan?
❑ Yes
❑ No
❑NA
❑ NE
If Yes, explain:
Have there been any grant or loan applications for 1/1 reduction projects?
❑ Yes
❑ No
❑NA
❑ NE
If Yes, explain:
Do you suspect any major sources of inflow or cross connections
❑ Yes
❑ No
❑NA
❑ NE
with storm sewers?
If Yes, explain:
Have all lines contacting surface waters in the SSO location and upstream
❑ Yes
❑ No
❑NA
❑ NE
been inspected recently?
If Yes, explain:
What other corrective actions are planned to prevent future UI related SSOs at
this location?
Comments:
Form CS-SSO Page 6
Pump Station Equipment Failure (Documentation of testing records etc should be provided upon request)
What kind of notification/alarm systems are present?
Auto-dialer/telemetry (one-way communication) ❑ Yes
Audible ❑ Yes
Visual ❑ Yes
SCADA (two-way communication) ❑ Yes
Emergency Contact Signage ❑ Yes
Other ❑ Yes
If Yes, explain:
Describe the equipment that failed:
What kind of situations trigger an alarm condition at this station (i.e. pump failure, power failure, high water, etc.)?
Were notification/alarm systems operable? ❑ Yes ❑ No ❑NA ❑ NE
In no, explain:
If a pump failed, when was the last maintenance and/or inspection performed?
What specifically was checked/maintained?
If a valve failed, when was it last exercised?
Were all pumps set to alternate?
❑ Yes
❑ No
❑NA
❑ NE
Did any pump show above normal run times prior to and during the SSO event?
❑ Yes
❑ No
❑NA
❑ NE
Were adequate spare parts on hand to fix the equipment
Was a spare or portable pump immediately available?
If a float problem, when were the floats last tested? How?
If an auto -dialer or SCADA, when was the system last tested? How?
Comments:
❑ Yes ❑ No ❑NA ❑ NE
❑ Yes ❑ No ❑NA ❑ NE
Form CS-SSO Page 7
Power outage (Documentation of testing records tee., should be provided of alternative Power source upon
request.)
What is your alternate power or pumping source? Deisel Generator
Did it function properly? ❑ Yes ® No ❑NA ❑ NE
Describe? The switch gear to the plant tripped and did not start the Generator
When was the alternate power or pumping source last tested under load? 1ll/18/18
If caused by a weather event, how much advance warning did you have and what actions were taken to prepare for the
event?
Comments: The switch gear to the plant tripped out and went into a fault condition and did not call for the generator to
crank, plant personell had to reset the switch for it to restore comercial power to the plant. Contractor has been called in to
repair the switch gear.
Form CS-SSO
Page 8
a
Vandalism
Provide police report number:
Was the site secured? ❑ Yes ❑ No
If Yes, how?
Have there been previous problems with vandalism at the SSO location?
If Yes, explain:
What security measures have been put in place to prevent similar ❑ Yes ❑ No
occurrences in the future?
Comments:
❑NA
❑NA
❑ NE
❑ NE
Form CS-SSO Page 9
Debris in line (Rocks sticks rags and other items not allowed in the collection system, etc.)
What type of debris has been found in the line?
Suspected cause or source of debris:
Are manholes in the area secure and intact? ❑ Yes ❑ No
When was the area last checked/cleaned?
Have cleaning and inspections ever been increased at this location ❑ Yes ❑ No
due to previous problems with debris?
Explain:
Are appropriate educational materials being developed and distributed ❑ Yes ❑ No
to prevent future similar occurrences?
Comments:
Form CS-SSO
❑NA ❑ NE
❑NA ❑ NE
❑NA ❑ NE
Page 10
r
Other (Pictures and police report, as applicable, must be available upon request.)
Describe:
Were adequate equipment and resources available to fix the problem?
If Yes, explain:
If the problem could not be immediately repaired, what actions
were taken to lessen the impact of the SSO?
Comments:
❑ Yes ❑ No ❑NA
❑ Yes ❑ No ❑NA
❑ NE
❑ NE
Form CS-SSO Page t1
Pipe Failure (Break)
Pipe size (inches)
What is the pipe material
What is the approximate age of the line/ pipe (years old)
Is this a gravity line?
Is this a force main line?
Is the line a "High Priority" line?
Last inspection date and findings
If a force main then,
Was the break on the force main vertical?
Was the break on the force main horizontal?
Was the leak at the joint due to gasket failure ?
Was the leak at the joint due to split bell?
❑ Yes
❑ No
❑NA
❑ NE
❑ Yes
❑ No
❑NA
❑ NE
❑ Yes
❑ No
❑NA
❑ NE
❑ Yes
❑ No
❑NA
❑ NE
❑ Yes
❑ No
[_]NA
❑ NE
❑ Yes
❑ No
❑NA
❑ NE
❑ Yes
❑ No
❑NA
❑ NE
When was the last inspection or test of the nearest air -release valve to determine if operable?
When was the last maintenance of the air release performed?
If gravity sewer then,
Does the line receive flow from a force main immediately upstream ❑ Yes ❑ No ❑NA ❑ NE
of the failed section of pipe?
If yes, what measures are taken to control the hydrogen sulfide production?
When was the line last inspected or videoed?
If line collapsed, what is the condition of the line up and down stream of the failure?
What type of repair was made?
If temporary, when is the permanent repair planned?
Have there been other failures of this line in the past five years? ❑ Yes ❑ No ❑NA ❑ NE
If so, then describe
Form CS-SSO Page 12
System Visitation
ORC
Backup
Name: David Paul Allen
Certification Number. 100638
Date visited: 10/16/18
Time visited: 8:30am
How was the SSO remediated (i./e. Stopped and cleaned up)?
® Yes
❑ Yes
Power was restored after the switch gear was reset and lime was applied to the area. Contrator has been called in to make
repairs to the switch gear.
As a representative for the responsible party, I certify that the information contained in this report is true and accurate to the
best of my knowledge.
Person submitting claim: David Paul Allen
Signature: Title:
Telephone Number: 919464-8766
Date: 10/16/18
Any additional information desired to be submitted should be sent to the appropriate Division Regional Office within five
business days of first knowledge of the SSO with reference to the incident number (the incident number is only generated
when electronic entry of this form is completed, if used).
Form CS-SSO Page 13
6
MAYOR
JERRY M. MEDLIN
MAYOR PRO-TEM
CASANDRA P. STACK
COMMISSIONER
MAXINE HOLLEY
JAMES D. JOHNSON JR.
DEAN MCLAMB
WILLIAM NEIGHBORS
DR. R. MAX RAYNOR
August 1, 2018
TOWN OF BENSON
P.O. BOX 69
303 EAST CHURCH STREET
BENSON, NC 27504
(919)894-3553
FAX (919) 894-1283
www.townotbenson.com
Mr. S. Daniel Smith
Water Quality Regional Supervisor
NCDENR Division of Water Resources Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Response to Notice of Violation
NOV-2018-PC-0214
Sludge Overflow from Sludge Lagoon
Town of Benson, North Carolina
Dear Mr. Smith:
TOWN MANAGER
MATT ZAPP
TOWN CLERK
TERRY HOBGOOD
FINANCE DIRECTOR
KIMBERLY T. PICKETT
TOWN ATTORNEY
R. ISAAC PARKER
Please accept this written response to the above -referenced Notice of Violation issued to the
Town of Benson for the sludge overflow from the aerobic sludge lagoon located at 770 Hannah
Creek Road, Four Oaks, NO. The Town acknowledges notice receipt on July 9, 2018. The Town's
management staff, legal representatives and engineering consultants have reviewed the Notice
of Violation and present the following information as requested:
a. Cause of Overflow
Benson operates a 3 million gallon aerobic sludge stabilization and storage basin (sludge
basin) with an 8-inch sludge decant line that discharges back into the smaller equalization
basin which subsequently discharges to the head -works of the treatment facility. On the
morning of June 111h, treatment plant personnel observed higher than usual water level in
the sludge basin. Further visual observation revealed that a 2x4 board and fiberglass grate
had become wedged in the decant line which prevented proper decanting. It is unclear how
the items became lodged in the decant line but Town staff believe it was either residual debris
from Hurricane Matthew that may have been deposited during the flooding event or it was
intentional interference (i.e. vandalism) at a later date. Nonetheless, the items were large
enough to cause backup of the water level within the sludge basin, which caused an overflow.
b. ORC Logbook
A copy of the ORO logbook is attached to this correspondence covering the period between
June 1, 2017 and July 31, 2018.
c. Date and Time of Overflow
On the morning of June 111 when the backup was observed, treatment plant personnel
began work on trying to remove the Items without success. On the evening of June 111h, a
large thunderstorm knocked out electrical power in the Benson service area for over 12
hours. Overnight and the following day, the Town Manager, ORC and treatment plant
C
nersonnel were addressing electrical Issues throuahout the Town an the W WTP, including
inspecting and ensuring operation of the eleven pump stations throughout the Town. Staff
did not observe overflow on June 121h. It is believed that the overflow occurred sometime
between June 131h and June 1411 and lasted less than 24 hours — the day prior to DWR
Raleigh Regional Office personnel visiting the site. Exact times of the overflow are unknown.
d. Efforts Expended
Extensive efforts have been undertaken by the Town Council and staff since the overflow
occurred:
1. Prior to the overflow, McGill Environmental was previously contracted for $55,000 to
remove approximately 400 tons of sludge from the lagoon at the beginning of the new
fiscal year which commenced July 1, 2018. See attachment of removal records. (It is
a regular and routine practice for the Town to collect bio solids throughout the year in
the lagoon and contract for removal after July 1 1. )
2. After the overflow occurred, the Town Council was updated and authorized another
$100,000 be appropriated from the Enterprise Fund capital reserves account for
removal of an additional 1,400 tons of sludge. This means that Benson has authorized
a total of 1,800 tons of sludge to be removed during FY 2018-19 with the objective
of creating 6-8' of freeboard in the sludge basin.
3. McGill Environmental mobilized during the week of July 2n° and began sludge
withdrawal on July 91h. Operations are currently ongoing and normally take 60-75 days
to complete. However, given other concurrent demands for McGill's services, it is
expected to take a total of 120-150 days to complete sludge removal operations.
4. Town wastewater treatment plant personnel are routinely inspecting the two
equalization and sludge basins for higher water levels or unusual obstructions that
may lead to another overflow event.
e. Sludge Recovery
Sludge was removed from the affected areas using shovels/backhoe/mini-excavator and
deposited into dump trucks and carried to the Johnston County Landfill. It is estimated that a
total of 100-tons of sludge was recovered based on three individuals working 8 hours per
day to clean-up the spill. A total of 168 man hours was expended between June 1911 and
June 291 to recover the sludge and debris. Remediation of the cause of the overflow, as
outlined in section "a" above, was necessary before sludge cleanup efforts could be initiated.
Vegetative Cover
Vegetative cover grows within the upper sludge blanket that is exposed to sufficient oxygen
and sunlight. The vegetation grows because the deposited solids are just beneath the sludge
basin and equalization basin water levels. Town personnel have previously attempted to
remove the vegetation by hand. However, the vegetation is thick and difficult to access from
either land or boat. Removing it with a weed or brush killer is not allowable since McGill
Environmental composts the removed vegetative material for other end uses. McGill
Environmental is currently removing vegetation along with the sludge.
The most effective way to prevent vegetative growth is to reduce the sludge levels in both
basins and maintain adequate water depth with the required freeboard. As outlined in our
response under item "d(1);' the Town regularly and routinely contracts with McGill
Environmental to remove sludge at the beginning of each fiscal year and it is the regular
practice of the Town to schedule vegetation removal at that time. Further, McGill
Environmental is currently removing 1,800 tons of solids, which will significantly decrease the
solids level in the sludge basin. This is expected to be completed within 120-150 calendar
days after July 2, 2018. McGill will be overseeing removal of the vegetation buildup as well.
g. Sludge Hauling irds
Copies of sludge disposal records between year 2008 and 2017 are attached for reference
prepared and provided by McGill Environmental.
In. Freeboard Violation
It is acknowledged that the sludge basin was operated in violation of 15A NCAC 02T
.0505(d). The Town has historically contracted sludge removal from the sludge basin
beginning July 1" of each year. The overflow occurred 15 days prior to the contract date
when the sludge levels in the sludge basin were at maximum operating level. The foreign
materials which became lodged in the decant pipe between the sludge basin and equalization
basin caused higher than normal water levels in the sludge basin which led to the overflow.
Under normal operating conditions, the Town maintains the required 2 feet of freeboard in
the sludge basin and two equalization basins. Since removal of the decant pipe blockage
and commencement of sludge withdrawal operations by McGill Environmental on July 91,
the required freeboard level is expected to be restored by August 24, 2018. This estimate
takes into account current weather conditions.
Report of Overflow
It is acknowledged that the Town failed to notify NCDEQ in the event of an overflow as
required in its NPDES Permit. It was not the Town's intention to deceive or hide the overflow
from NCDEQ. This was simply an atypical response given the other emergencies in Town.
As an example, the overflow that occurred at the I-40 pump station on June 16, 2018 was
immediately reported to NCDEQ.
Once the Town learned of the incident and began taking cleanup activities, NCDEQ was
onsite to investigate the anonymous complaint. In hindsight, the Town should have notified
NCDEQ of the decant pipe blockage on June 111 before the overflow occurred, but Town
staff were focused on restoring electrical power to the community the following day.
We appreciate your consideration of our response and remedial actions taken to date. Our
remedial actions certainly do not reprieve us of any wrongdoing, but be assured that Benson is
committed to mitigating future incidents of this nature by implementing best management
practices at our treatment facility. These practices will include:
1. More frequent visual inspections of the water levels and discharge structures in the two
equalization basins and sludge basin;
2. More frequent wasting of solids from the sludge basin (2x annually) to help maintain
required freeboard levels and reduce vegetative growth;
3. Review and update of the wastewater staff operations and maintenance plan to ensure
that NCDEQ is notified accordingly in an emergency event.
If you should have any questions or require additional information, please do not hesitate to
contact Matthew Zapp, Town Manager, or me.
Best Rega
1
aul Allen
WWTP Superintendent
cc: Matthew Zapp, Town Manager
att: Benson WWTP — Photo documentation
Benson WWTP — ORC Logbook (June 1, 2018 — present)
Benson WWTP — Land Application of Residuals Solids Annual Reports (2008-present)
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Date 07/18/18
Time 09:23:05
Accounts
Date Material
McGill Environmental Systems of NC
Material Analysis Report by Material
Inbound and outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
410176 - 410176 Customer Types - Z Materials - ZZZZZZZZZZ Material Types - ZZ
Type Customer Type Tickets Count Est. vol. Act. Vol. Est. Wt. Actual Wt.
Page 1
Cbarge
03/31/17
BOX RENTAL
T
410176
I
10-00384412
0
0
0
0.00
0.00
--------------
2,000.00
Total
---------- ----------
1
----------
0
----------
0
0
----------
0.00
----------
0.00
2,000.00
Average
0
0
0
0.00
0.00
21000.00
06/28/10
DROP
T
410176
I
10-00269209
1
40
0
0.00
0.00
0.00
09/26/13
DROP
T
410176
I
10-00349539
1
0
0
0.00
0.00
150.00
09/28/13
DROP
T
410176
I
10-00349570
1
0
0
0.00
0.00
150.00
09/30/13
DROP
T
410176
I
10-00349640
1
50
0
0.00
0.00
150.00
09/30/13
DROP
T
410176
I
10-00349643
1
0
0
0.00
0.00
150.00
10/01/13
DROP
T
410176
I
10-00349667
1
0
0
0.00
0.00
150.00
10/01/13
DROP
T
410176
I
10-00349668
1
50
0
0.00
0.00
150.00
05/06/15
DROP
T
410176
I
10-00366658
1
0
0
0.00
0.00
250.00
05/07/15
DROP
T
410176
I
10-00366712
1
0
0
0.00
0.00
250.00
05/07/15
DROP
T
410176
I
10-00366714
1
0
0
0.00
0.00
250.00
05/11/15
DROP
T
410176
I
10-00366800
1
0
0
0.00
0.00
250.00
05/19/15
DROP
T
410176
I
10-00367002
1
0
0
0.00
0.00
250.00
06/05/15
DROP
T
410176
I
10-00367514
1
50
0
0.00
0.00
250.00
06/15/15
DROP
T
410176
I
10-00367798
1
50
0
0.00
0.00
250.00
06/26/15
DROP
T
410176
I
10-00368105
1
0
0
0.00
0.00
250.00
07/14/15
DROP
T
410176
I
10-00368552
1
0
0
0.00
0.00
250.00
07/16/15
DROP
T
410176
I
10-00368615
1
0
0
0.00
0.00
250.00
07/17/15
DROP
T
410176
I
10-00368679
1
0
0
0.00
0.00
250.00
07/24/15
DROP
T
410176
I
10-00368824
1
0
0
0.00
0.00
250.00
08/18/15
DROP
T
410176
I
10-00369408
1
0
0
0.00
0.00
250.00
09/18/15
DROP
T
410176
I
10-00369410
1
0
0
0.00
0.00
250.00
08/19/15
DROP
T
410176
I
10-00369443
1
0
0
0.00
0.00
250.00
08/21/15
DROP
T
410176
I
10-00369497
1
50
0
0.00
0.00
250.00
09/09/15
DROP
T
.410176
I
10-00369786
1
0
0
0.00
0.00
250.00
09/09/15
DROP
T
410176
I
10-00369787
1
0
0
0.00
0.00
250.00
03/16/17
DROP
T
410176
I
10-00393922
1
0
0
0.00
0.00
250.00
03/16/17
DROP
T
410176
I
10-00383985
-1
0
0
0.00
0.00
-250.00
03/16/17
DROP
T
410176
I
10-00383986
1
0
0
0.00
0.00
275.00
03/27/17
DROP
T
410176
I
10-00384150
1
0
0
0.00
0.00
275.00
04/27/17
DROP
T
410176
I
10-00385046
1
0
0
0.00
0.00
275.00
05/15/17
DROP
T
410176
I
10-003B5599
1
0
0
0.00
0.00
275.00
05/26/17
➢ROP
T
410176
I
10-00385987
1
0
0
0.00
0.00
275.00
08/31/17
DROP
T
410176
I
10-003BB261
1
0
0
0.00
0.00
275.00
09/05/17
DROP
T
410176
I
10-00388358
1
50
0
0.00
0.00
275.00
06/25/10
DROP
T
410176
I
20-00269218
1
40
0
0.00
0.00
0.00
07/19/10
DROP
T
410176
1
20-00271869
1
40
0
0.00
0.00
0.00
Date 07/18/18 McGill Environmental Systems Of NC Page 2
Time 09:23:05
Material Analysis Report by Material
Inbound and outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
Accounts 410176 - 410176 Customer Types - Z Materials - ZZZ2ZZZZZZ Material Types - ZZ
Date Material Type Customer Type Tickets Count Est. vol. Act. Vol. Bet. Wt. Actual Wt. Charge
09/25/13
DROP
T
410176
I
20-00347709
1
0
0
0.00
D.00
150.0C
09/26/13
•
DROP
T
410176
20-00347735
1
0
0
0.00
O.DO
150.00
09/26/13
DROP
T
410176
I
20-00347736
1
0
0
0.00
0.00
150.00
07/20/15
DROP
T
410176
I
20-00366034
1
50
0
0.00
0.00
250.00
08/31/15
DROP
T
410176
I
20-00367027
1
SO
0
0.00
0.00
250.00
03/16/17
DROP
T
410176
I
20-00382560
1
0
0
0.00
0.00
250.00
03/16/17
DROP
T
410176
I
2C-00382667
-1
0
0
0.00
0.00
-250-00
03/16/17
DROP
T
410176
I
20-00382668
1
0
0
0.00
0.00
275.00
07/12/18
DROP
T
410176
I
20-00395089
1
50
0
0.00
0.00
275.00
07/12/18
DROP
T
410176
I
20-00395090
----------
1
------.-_--
50
---------- -----_____
0
----------
0.00
----------
0.00
275.00
_______-_
Total
----------
46
42
620
0
0.00
0.00
9,100.00
Average
1
13
0
0.00
0.00
197.83
10/04/13
DT 50
I
410176
I
10-00349821
1
50
0
0.00
0.00
300.00
10/07/13
DT 50
I
410176
I
10-00349864
1
50
0
0.00
0.00
300.00
10/08/13
DT 50
I
410176
I
10-00349918
1
50
0
0.00
0.00
300.00
10/09/13
DT 50
I
410176
I
10-00349942
1
50
0
0-00
0.00
300.00
10/10/13
OT 50
I
410176
I
10-00349965
1
SO
0
0.00
0.00
300.00
10/11/13
OT 50
I
410176
I
10-00350007
1
50
0
0.00
0.00
300.00
10/14/13
DT 50
I
410176
I
10-0035006S
1
50
0
0.00
0.00
300.00
10/15/13
DT 50
I
410176
I
10-00350074
1
50
0
0.00
0.00
300.00
10/17/13
DT 50
I
410176
I
10-00350202
1
50
0
0.00
0.00
300.00
10/18/13
DT 50
I
410176
I
10-00350244
1
50
0
0.00
0.00
300.00
10/21/13
•
DT 50
I
410176
I
10-00350297
1
50
0
0.00
0.00
300.00
10/22/13
DT 50
I
410176
I
10-00350345
1
50
0
0.00
0.00
300.00
10/23/13
DT 50
I
410176
I
10-00350376
1
50
0
0.00
0.00
3OD.00
10/24/13
DT 50
I
410176
I
10-00350396
1
50
0
0.00
0.00
30D.00
10/28/13
DT 50
_
410176
I
10-00350454
1
50
0
9.00
0-00
300.00
10/29/13
DT 50
I
410176
I
10-00350497
1
50
0
0.00
0.00
30D.00
10/11/13
DT 50
I
410176
I
10-00350704
-1
50
0
O.CO
0.00
-300.00
10/11/13
DT SO
I
410176
I
10-00350705
1
50
0
0.00
0.00
300.00
05/21/15
DT 50
I
410176
I
10-00367107
1
0
0
0.00
0.00
400.00
05/22/15
DT 50
I
410176
I
10-00367124
1
50
0
0.00
0.00
400.00
05/22/15
DT 50
I
410175
I
10-003672.25
1
50
0
0.00
0.00
400.00
OS/26/15
DT 50
I
410176
I
10-00367137
1
50
0
0.00
0.00
400.00
05/27/15
DT 50
I
41D176
I
10-00367142
1
50
0
0.00
0.00
400.00
05/28/15
DT 50
410176
I
10-00367148
1
0
0
0.00
0.00
400.00
05/29/1-5
DT 50
_
410176
I
10-00367379
1
50
0
0.00
0-00
40D.00
06/02/15
DT 50
I
410176
I
30-00367380
1
50
0
0.00
0.00
403.00
06/03/15
DT 50
I
410176
I
10-00367416
1
50
0
0.00
0.00
400.00
Date 07/18/18
Time 09:23:05
Accounts
Date material
Material
Inbound and
410176 - 410176
Type Customer Type
McGill Environmental Systems of NC
Analysis Report by Material
outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
Customer Types - Z Materials - ZZZZZZZZZZ Material Types
Tickets Count Est. vol. Act. Vol. Est. Wt. Actual
- ZZ
Wt.
Page 3
Charge
06/05/15
DT
50
I
410176
I
10-00367511
1
50
0
0.00
0.00
400.00
06/09/15
DT
50
I
410176
I
10-00367796
1
50
0
0.00
0.00
400.00
06/10/15
DT
50
I
410176
I
1D-00367797
1
0
0
0.00
0.00
400.00
07/27/15
DT
50
I
410176
I
10-00368879
1
50
0
0.00
0.00
400.00
07/28/15
DT
50
I
410176
I
10-00368903
1
0
0
0.00
0.00
400.00
07/30/15
DT
50
I
410176
i
10-00368936
1
50
0
0.00
0.00
400.00
06/05/15
DT
50
I
410176
i
10-00369127
1
50
0
0.00
0.00
400.00
08/06/15
DT
50
I
410176
I
10-003691-48
1
50
0
0.00
0.00
400.00
08/07/15
DT
50
I
410176
I
10-00369178
1
0
0
0.00
0.00
400.00
08/10/15
DT
SO
I
410176
I
10-00369212
1
50
0
0.00
0.00
400.00
08/11/15
DT
50
I
410176
I
10-00369240
1
50
0
0,00
0.00
400.00
08/12/15
DT
50
I
410176
1
10-00369249
1
50
0
0.00
0.00
400.00
08/13/15
DT
50
I
410176
I
10-00369289
1
50
0
0.00
0.00
400.00
08/14/15
DT
50
I
410176
I
10-00369296
1
0
0
0.00
0.00
400.00
08/17/15
DT
50
I
410176
I
10-00369371
1
0
0
0.00
0.00
400.00
08/20/15
DT
50
I
410176
I
10-00369449
1
50
0
0.00
0.00
400.00
08/21/15
DT
50
I
410176
I
10-00369492
1
0
0
0.00
0.00
400,00
08/21/15
DT
50
I
410176
I
10-00369495
1
50
0
0.00
0.00
400.00
08/24/15
➢T
50
I
410176
I
10-00369540
1
0
0
0_00
0.00
400.00
08/25/15
DT
50
I
410176
I
10-00369569
1
50
0
0.00
0.00
400.00
08/25/15
DT
50
I
410176
I
10-00369570
1
50
0
0.00
0.00
400.00
08/26/15
DT
50
I
410176
I
10-00369583
1
50
0
0.00
0.00
400.00
08/27/15
DT
50
I
410176
I
10-00369609
1
0
0
0.00
0.00
400.00
09/03/15
DT
50
i
410176
I
10-00369752
1
50
0
0.00
0.00
400.00
04/03/17
DT
50
T
410176
I
10-00384334
1
50
0
0.00
0.00
400.00
04/04/17
DT
50
I
410176
I
10-00384359
1
0
0
0.00
0.00
400.00
04/11/17
DT
50
I
410176
I
10-00384539
1
50
0
0.00
0.00
400.00
04/13/17
DT
50
I
410176
I
10-00384590
1
50
0
0.00
0.00
400.00
04/21/17
DT
50
I
410176
I
10-00384888
1
50
0
0.00
0.00
400.00
04/25/17
DT
50
I
410176
I
10-00384966
1
0
0
0.00
0.00
400.00
05/02/17
DT
50
I
410176
I
10-0038528E
1
0
0
0.00
0.00
400.00
05/04/17
➢T
50
I
410176
I
10-00365289
1
50
0
0.00
0.00
400.00
0.5/08/17
DT
50
I
410176
I
10-003BS412
1
50
0
0.00
0.00
400.00
05/09/17
DT
50
I
410176
I
10-00385413
1
50
0
0.00
0.00
400.00
05/17/17
DT
50
I
410176
I
10-00385701
1
0
0
0.00
0.00
400.00
05/18/17
DT
50
I
410176
I
10-00385721
1
50
0
0.00
O.DO
400.00
05/22/17
DT
50
I
410176
I
10-00385859
1
50
0
0.00
0.00
400.00
05/23/17
DT
50
I
410176
I
10-00385887
1
5o
0
0.00
0.00
400.OD
05/24/17
DT
50
I
410176
I
10-00385914
1
50
0
0.00
0.00
400.00
05/30/17
➢T
50
1
410176
I
10-00386016
1
50
0
0.00
0.00
400.00
05/30/17
DT
50
1
410176
1
10-00386017
1
0
0
0.00
0.00
400.00
Date 07/18/18 McGill Environmental Systems of NC
Time 09:23:05
Material Analysis Report by Material
Inbound and outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for sites: 1, 10, 20, 30
Accounts 410176 - 410176 Customer Types - Z Materials - ZZZZZZZZZZ Material Types - ZZ
Page 4
Date Material Type Customer Type Tickets Count Est. Vol. Act. Vol. Est. Wt. Actual Wt. Charge
09/02/17
DT
50
I
410176
I
10-00388292
1
0
0
0.00
0.00
400.00
09/06/17
DT
50
I
410176
I
10-00388405
1
0
0
0.00
0.00
400.00
09/06/17
DT
50
1
410176
I
10-00388406
1
50
0
0.00
0.00
400.00
09/07/17
DT
50
1
410176
I
10-00388491
1
50
0
0.00
0.00
400.00
09/08/17
DT
50
I
410176
I
10-00388529
1
0
0
0.00
0.00
400.00
09/11/17
DT
50
I
410176
I
10-00388562
1
50
0
0.00
0.00
400.00
09/12/17
DT
50
I
410176
I
10-00388605
1
0
0
0.00
0.00
4CO.00
09/13/17
DT
50
I
410176
I
10-00388644
1
0
0
0.00
0.00
4C0.00
09/14/17
DT
50
I
410176
I
10-00388702
1
50
0
0.00
0.00
400.00
09/14/17
DT
50
I
410176
I
10-00388703
1
50
0
0.00
0.00
400.00
09/15/17
DT
50
I
410176
I
10-00388707
1
50
0
0.00
0.00
400.00
09/18/17
DT
50
I
410176
I
10-00388749
1
50
0
0.00
0.00
400.00
09/19/17
DT
50
I
410176
I
10-00388788
1
50
0
0.00
0.00
400.00
09/20/17
DT
50
I
410176
I
10-00388804
1
50
0
0.00
0.00
400.00
09/20/17
DT
50
I
410176
I
10-00388805
1
0
0
0.00
0.00
400.00
09/21/17
DT
50
I
410176
I
10-00388831
1
50
0
0.00
0.00
400.00
09/21/17
DT
50
I
410176
I
10-00388832
1
0
0
0.00
0.00
400.00
09/22/17
DT
50
I
410176
I
10-00388886
1
0
0
0.00
0.00
400.00
09/25/17
DT
50
I
410176
I
10-00388320
1
50
0
0.00
0.00
400.00
09/26/17
DT
50
I
410176
I
10-00388942
1
0
0
0.00
0.00
400.00
09/27/17
DT
50
I
410176
I
10-00388966
1
50
0
0.00
0.00
400.00
09/27/17
DT
50
I
410176
I
10-00388967
1
50
0
0.00
0,00
400.00
09/28/17
DT
50
I
410176
I
10-00388995
1
50
0
0.00
0.00
400.00
10/01/13
DT
50
I
410176
I
20-00347861
1
50
0
0.00
0.00
300.00
04/05/17
•
DT
50
I
410176
I
20-00383134
1
0
0
0.00
0.00
400.00
04/10/17
DT
50
I
410176
I
20-00383250
1
0
0
0.00
0.00
400.00
04/17/17
➢T
50
I
410176
I
20-00383503
1
50
0
0.00
0.00
400.00
04/19/17
DT
50
I
410176
I
20-GO383504
1
SO
0
0.00
0.00
400.00
04/18/17
DT
50
I
410176
I
20-00383505.
1.
0
0
0.00
0.00
400.OD
09/23/17
DT
50
I
410176
I
20-00387749
1
50
0
0.00
0.00
400.00
09/28/17
DT
50
I
410176
I
20-00387917
1
50
0
0.00
0.00
400.00
09/29/17
DT
50
I
410176
I
20-00367918
----------
1
----------
50
----------
0
----------
0.00
----------
0.00
--------------
400.00
Total
----------
200
98
3650
0
0.00
0.00
37,500.00
Average
1
37
0
0.00
0.00
375.00
09/23/13
DWATERRENT
I
410176
I
10-00349437
1
0
0
0.00
0.00
1,500.00
09/26/13
DWATERRENT
I
410176
I
10-00349534
0
0
0
0.00
0.00
2,000.00
09/30/13
DWATERRENT
I
410176
I
10-00349571
0
0
0
0.00
0.00
5,000.00
10/30/13
DWATERRENT
I
410176
I
10-00350575
0
0
0
0_00
0.00
1,200.00
05/07/15
DWATERRENT
1
410176
I
10-00366703
0
0
0
0.00
0.00
21000.00
Date 07/18/18 McGill Environmental Systems of NO Page 5
Time 09:23:05
Material Analysis Report by Material
Inbound aad outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
Accounts 410176 - 410176 Customer Types - Z Materials - ZZZZZZZZZZ Material Types - ZZ
Date
material
Type
C stonier
Type
Tickets
Count
Est. vol.
Act. Vol.
Eat. Wt.
Actual Wt.
Marge
05/07/15
DWATERRENT
I
410176
I
10-00366704
0
0
0
0.00
0.00
2,000.00
05/19/15
DWATERRENT
I
410176
I
10-00366997
0
0
0
0.00
0.00
2,000.00
07/15/15
DWATERRENT
I
410176
I
10-00368785
0
0
0
0.00
0.00
3,000.00
07/15/15
DWATERRENT
I
410176
I
10-00368786
0
0
0
0.00
0.00
11.000.00
09/09/15
DWATERRENT
I
410176
I
10-00369804
0.
0
0
0.00
0.00
1,223.48
03/21/17
DWATERRENT
I
410176
I
10-00383908
1
0
0
0.00
0.00
3,000.00
03/21/17
DWATERRENT
I
410176
I
10-00383989
1
0
0
0.00
0.00
3,000.00
05/31/17
DWATERRENT
I
410176
I
10-00386108
-1
0
0
0.00
0.00
-2,927.90
09/30/17
=TERRENT
I
410176
I
10-00389106
1
0
0
0.00
0.00
3,000.00
09/30/17
DWATERRENT
I
410176
I
10-00389108
1
0
0
0.00
0.00
2,837.10
09/26/13
DWATERRENT
I
410176
I
20-00347734
0
0
----------
0
----
0.00
----------
0.00
---------- -_______--_---
3,000.00
Total
--------------------
16
4
0
0
0.00
0.00
32,832.68
Average
0
0
0
0.00
0.00
2,052.04
06/25/10
DWGALLONS
I
41C176
I
10-00269198
0
0
0
0.00
0.00
21,750.00
07/30/10
DWGALLONS
I
410176
I
10-00272613
0
0
----------
0
----------
0.00
----------
0.00
---------- --------------
3,574.55
Total
--------------------
2
0
0
0
0.00
0.00
25,324.55
Average
0
0
0
0.00
0.00
12,662.28
10/30/13
FUEL
T
410176
I
10-00350576
0
0
0
0.00
0.00
69.63
05/31/15
FUEL
T
410176
I
10-00367483
0
0
0
0.00
0.00
212.00
06/30/15
FUEL
T
410176
I
10-0036B257
0
0
0
0.00
0.00
94.32
07/31/15
FUEL
T
410176
I
10-00369029
0
0
0
0.00
0.00
76.64
08/31/15
FUEL
T
410176
I
10-00369690
0
0
0
__
0.00
----------
0.00
---------- __--__---_-.---
43.23
Total
--------------------
5
0
----------
0
0
0.00
0.00
495.82
Average
0
0
0
0.00
0.00
99.16
09/25/13
LABOR
I
410176
I
10-00349533
8
0
0
0.00
0.00
600.00
09/26/13
LABOR
I
410176
I
10-00349535
8
0
0
0.00
0.00
600.00
09/27/13
LABOR
I
410176
I
.10-00349567
9
0
0
0.00
0.00
675.00
09/27/13
LABOR
I
410176
I
10-00349568
9
0
0
0.00
0.00
675.00
09/30/13
LABOR
I
410176
1
10-00349644
8
0
0
0.00
0.00
600.00
10/04/13
LABOR
I
410176
I
10-00349821
6
50
0
0.00
0.00
450.00
10/07/13
LABOR
I
410176
L
10-00349864
6
50
0
0.00
0.00
450.00
10/06/13
LABOR
I
410176
I
10-00349918
6
50
0
0.00
0.00
450.00
10/09/13
LABOR
I
410176
I
10-00349942
6
SD
0
0.00
0.00
450.00
10/10/13
LABOR
I
410176
I
10-00349965
6
50
0
0.00
0.00
450.00
10/11/13
LABOR
I
410176
I
10-00350007
6
50
0
0.00
0.00
450.00
Date 07/18/18 McGill Environmental Systems of NO Page 6
Time 09:23:05
Material Analysis Report by Material
Found and outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
Accounts 410176 - 410176 Customer Types - Z Materials - ZZZZZZZZZZ Material Types - ZZ
Date Material Type Customer Type Tickets Count Est. vol. Act. Vol. Est. Wt. Actual Wt. Charge
10/14/13
LABOR
I
410176
I
10-00350065
6
50
0
0.00
0.00
450.00
10/15/13
•
LABOR
I
410176
I
10-00350074
6
50
0
0.00
0.00
450.00
10/17/13
LABOR
I
410176
I
10-00350202
6
50
0
0.00
0.00
450.00
10/18/13
LABOR
I
410176
I
10-00350244
6
50
0
0.00
0.00
450.00
10/21/13
LABOR
I
410176
I
10-00350297
4
50
0
0.00
0.00
300.00
10/22/13
LABOR
I
410176
I
10-00350345
6
50
0
0.00
0.00
450.00
20/23/13
LABOR
I
410176
I
10-00350376
6
50
0
0.00
0.00
450.00
10/24/13
LABOR
I
410176
I
10-00350396
6
50
0
0_00
0.00
450.00
10/28/13
LABOR
I
410176
I
10-00350454
6
50
0
0.00
D.00
450.00
10/29/13
LABOR
I
410176
I
10-00350497
6
50
0
0.00
0.00
450.00
10/11/13
LABOR
I
410176
I
10-00350703
-6
50
0
0.00
0.00
-450.00
10/11/13
LABOR
I
410176
i
10-00350705
6
50
0
0.00
0.00
450.00
05/07/15
LABOR
I
410176
I
10-00366708
8
0
0
0.00
0.00
600.00
05/15/15
LABOR
I
410176
I
10-00366969
6
0
0
0.00
0.00
450.00
05/12/15
LABOR
I
410176
I
10-00366979
6
0
0
0.00
0.00
450.00
05/15/15
LABOR
I
410176
I
10-00.166980
6
0
0
0.00
0.00
450.00
O5/21/15
LABOR
I
410176
I
10-00367107
5
0
0
0.00
0.00
375.00
05/22/15
LABOR
1
410176
I
10-00367124
5
50
0
0.00
0.00
375.00
05/22/15
LABOR
I
410176
I
10-00367125
5
50
0
0..00
0.00
375.00
05/26/15
LABOR
I
410176
I
10-00367137
5
50
0
0.00
0.00
375.00
05/27/15
LABOR
I
410176
I
10-00367142
5
50
0
0.00
0.00
375.00
05/28/15
LABOR
I
410176
1
10-00367148
6
0
0
0.00
0.00
450.00
05/29/15
LABOR
I
410176
I
10-00367379
7
50
0
0.00
0.00
525.00
06/02/15
LABOR
I
410176
I
10-OD367380
6
50
D
0.00
0.00
450.00
O6/03/15
•
LABOR
I
410176
I
10-00367416
6
50
0
0.00
0.00
450.00
06/05/15
LABOR
I
410176
I
10-00367511
6
50
0
0.00
0.00
450.00
06/09/15
LABOR
I
410176
I
10-00367796
7
50
0
0.00
0.00
525.00
06/10/15
LABOR
I
410-76
I
10-00367797
5
0
0
0.00
0.00
375.00
0.6/30/15
LABOR
I
410176
I
10-00365180
0
0
0
0.00
0.00
184.00
07/27/15
LABOR
I
410176
I
10-00368879
6
50
0
0.00
0.00
450.00
07/28/15
LABOR
I
410176
I
10-00368903
5
0
0
0.00
0.00
375.00
07/30/15
LABOR
I
410176
I
10-00368936
4
50
0
0.00
0.00
300.00
07/31/15
LABOR
I
410176
I
10-00369022
1
0
0
0.00
0.00
1,0000.00
08/05/15
LABOR
I
410176
I
10-00369127
4
50
0
0.00
0.00
300.00
08/06/15
LABOR
I
410176
I
10-00369148
5
50
0
0.00
0.00
375.00
08/07/15
LABOR
I
410176
I
10-00369178
4
0
0
0.00
0.00
300.00
08/10/15
LABOR
I
410176
I
10-00369212
4
50
0
0.00
0.00
300.00
08/11/15
LABOR
I
410176
I
10-00369240
4
50
0
0.00
0.00
300.00
08/12/15
LABOR
I
410176
I
10-00369249
4
50
0
0.00
0.00
300.00
08/13/15
LABOR
I
410176
I
10-00369289
4
50
0
0.00
0.00
300.00
06/14/15
LABOR
I
410176
I
10-00369296
5
0
0
0.00
0.00
375.00
Date 07/18/18
Time 09:23:05
Accounts
Date Material Type
Material
Inbound and
410176 - 410176
Customer Type
McGill Environmental Systems of NC
Analysis Report by Material
outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
Customer Types - Z Materials - ZZZZZZZZZZ Material Types
Tickets Count Est. vol. Act. Vol. Est. Wt. Actual
- ZZ
Wt.
Page 7
Charge
08/11/15
LABOR
I
410176
I
10-00369371
5
0
0
0.00
0.00
375.00
08/20/15
LABOR
I
410176
I
10-00369449
4
50
0
0.00
0.00
300.00
08/21/15
LABOR
I
410176
I
10-00369492
4
0
0
0.00
0.00
300.00
08/21/15
LABOR
I
410176
I
10-0036949S
5
50
0
0.00
0.00
375.00
08/24/15
LABOR
I
410776
I
10-00369540
4
0
0
0.00
0.00
300.00
08/25/15
LABOR
I
410176
I
10-00369569
4
SO
0
0.00
0.00
300.00
08/25/15
LABOR
I
410176
I
10-00369570
5
50
0
0,00
0.00
375.00
08/26/15
LABOR
I
410176
I
10-00369583
4
50
0
0.00
0.00
300.00
08/27/15
LABOR
I
410176
I
10-00369609
4
0
0
0.00
0.00
300.00
09/03/15
LABOR
I
410176
I
10-00369752
6
50
0
0.00
0.00
450.00
09/09/15
LABOR
I
410176
I
10-00369803
0
0
0
0.00
0.00
1,000.00
03/16/17
LABOR
I
410176
I
10-00383994
6
0
0
0.00
0.00
450.00
03/17/17
LABOR
I
410176
I
10-00383995
7
0
0
0.00
0.00
525.00
03/21/17
LABOR
I
410176
I
10-00384252
8
0
0
0.00
0.00
600.00
04/03/17
LABOR
I
410176
I
10-00384334
4
50
0
0.00
0.00
300.00
04/04/17
LABOR
I
410176
I
10-00384359
5
0
0
0.00
0.00
375..00
03/20/17
LABOR
I
410176
I
10-00384402
8
0
0
0.00
0.00
600.00
03/24/17
LABOR
1
410176
I
10-00384403
8
0
0
0.00
0.00
600.00
04/11/17
LABOR
I
410176
I
- 10-00384539
4
50
0
0.00
0.00
300.00
04/13/17
LABOR
I
410176
I
10-00384590
4
50
0
0.00
0.00
300.00
04/21/17
LABOR
I
410176
I
10-00384888
5
50
0
0,00
0.00
375.00
04/25/17
LABOR
I
410176
I
10-00384966
5
0
0
0.00
0.00
375.00
05/02/17
LABOR
I
410176
I
10-00385288
5
0
0
0.00
0.00
375.00
05/04/17
LABOR
I
410176
I
10-00385289
5
50
0
0.00
0.00
375.00
05/08/17
LABOR
I
410176
I
10-00385412
5
50
0
0.00
0.00
375.00
05/09/17
LABOR
I
410176
I
10-00385413
5
50
0
0.00
0.00
375.00
05/17/17
LABOR
I
410176
I
10-00385701
3
0
0
0.00
0.00
225.00
05/18/17
LABOR
I
410176
I
10-00385721
3
50
0
0.00
0.00
225.00
05/22/17
LABOR
I
410176
I
10-00385855
3
50
0
0.00
0.00
225.00
05/23/17
LABOR
I
410176
1
10-00385887
3
50
0
0.00
0.00
225.00
05/24/17
LABOR
I
410176
I
10-00385914
3
SO
0
0.00
0.00
225.00
05/30/17
LABOR
I
410176
I
10-00386016
2
50
0
0.00
0.00
150.00
05/30/17
LABOR
I
410176
I
10-00386017
2
0
0
0.00
0.00
150.00
09/02/17
LABOR
I
410176
I
10-00368292
4
0
0
0.00
0.00
300.00
09/06/17
LABOR
I
410176
I
10-00308405
4
0
0
0.00
0.00
300.00
09/06/17
LABOR
I
410176
I
10-00388406
4
50
0
0.00
0.00
300.00
09/07/17
LABOR
I
410176
I
10-00388491
4
SO
0
0.00
0.00
300.00
09/08/17
LABOR
I
410176
I
10-00388529
4
0
0
0.00
0.00
- 300.00
09/11/17
LABOR
I
410176
I
10-00398562
4
50
0
0.00
0-00
300.00
09/12/17
LABOR
i
410176
I
10-00388605
4
0
0
0.00
0.00
300.00
09/13/17
LABOR
I
410176
I
10-00388644
4
0
0
0.00
0.00
300.00
Date 07/18/18
McGill Environmental
Systems of NC
Page 8
Time 09:23:05
Material
Analysis Report
by Material
Inbound and outbouad materials
for the period 01/01/2008 -
07/18/2018
Detailed Report
for Sites:
1, 10, 20, 30
Accounts
410176
- 410176
Customer Types -
Z Materials
- ZZZZZZZZZZ
Material Types
- ZZ
Date
Material
Type
Customer
Type
Tickets
Count
Est. vol. Act. Vol.
Est. Wt. Actual Wt.
Charge
09/14/17
LABOR
I
410176
1
10-00398702
4
50
0
0.00
0.00
300.00
09/14/17
LABOR
I
410176
I
10-00388703
4
50
0
0.00
0.00
300.00
09/15/17
LABOR
I
410176
I
10-00388707
4
50
0
0.00
0.00
300.00
09/18/17
LABOR
I
410176
I
10-D0380749
4
50
0
0.00
0.00
300.00
09/19/17
LABOR
I
410176
I
10-00308788
4
50
0
0.00
0.00
300.00
09/20/17
LABOR
I
410176
I
10-00388804
4
50
0
0.00
0.00
300.00
09/20/17
LABOR
I
410176
I
1C-00388805
4
0
0
O.DO
0.00
300.00
09/21/17
LABOR
I
410176
I
10-00388831
4
50
0
0.00
O.DO
300.00
09/21/17
LABOR
I
410176
I
10-0038SS32
4
0
0
0.00
0.00
300.00
09/22/17
LABOR
I
410176
I
10-00388886
4
0
0
0.00
0.00
300.00
09/25/17
LABOR
I
410176
I
10-00388.920
4
50
0
0.00
0.00
300.00
09/26/17
LABOR
I
410176
I
10-00389942
4
0
0
0.00
0.00
300.00
09/27/17
LABOR
I
410176
I
10-00388966
4
50
0
0.00
0.00
300.00
09/27/17
LABOR
I
410176
I
10-00388967
4
50
0
0.00
0.00
300.00
09/28/17
LABOR
I
410176
I
10-00388995
4
50
0
0.00
0.00
300.00
09/30/17
LABOR
I
410176
I
1C-00389107
1
0
0
0.00
0.00.
3,000.00
04/05/17
LABOR
I
410176
I
20-00383134
5
0
C
0.00
0.00
375.00
04/10/17
LABOR
I
410176
I
20-00383250
5
0
0
0.00
0.00
375.00
04/17/17
LABOR
I
410176
I
20-00383503
4
50
0
0.00
0.00
300.00
04/19/17
LABOR
I
410176
I
20-00383504
4
50
O
0.00
0.00
300.00
04/18/17
LABOR
I
410176
I
20-00383505
4
0
0
0.00
0.00
300.00
09/23/17
LABOR
I
410176
I
20-00387749
4
50
0
0.00
0.00
300.00
09/28/17
LABOR
I
410176
I
20-00387917
6
50
0
0.00
0.00
450.00
' 09/29/17
LABOR
I
410176
I
20-00387918
___ __________
4
50 --_0
__________
-0.00
0.00
300.00
Total
117
557
3600
0
0.00
0.00
46,809.00
5
31
0
0.00
0.00
400.08
Average
09/23/13
MOBIL
I
410176
I
10-00349437
0
0
0
0.00
0.00
1,000.00
10/30/13
MOBIL
I
410176
I
10-00350574
0
0
0
0.00
0.00
1,000.00
05/06/15
MOBIL
I
410176
I
10-00366651
0
0 -
_____
0
-- 0_00 _
0_00
1,000.00
____
Total
__________
3
-
0
0
0
0.00
0.00
3,000.00
0
0
0
0_00
0.00
11000.00
Average
06/25/10
MONI-13I0
B
410176
I
10-00269196
0
0
0
0.00
0.00
5,775.00
06/30/10
MUNI-BIO
B
410176
I
10-00269478
0
40
0
17.13
17.13
0.00
07/01/10
MONI-BTO
B
410176
I
10-G0269574
0
0
0
18.15
18.15
0.00
07/02/10
MUNI-BIO
H
41C176
I
10-00269967
0
0
0
15.09
15.09
0.00
07/02/10
MONI-BIO
B
410176
I
10-00269968
0
40
0
15.57
15.57
0.00
07/06/10
MONI-BIO
B
410176
I
10-00269969
0
0
0
12.38
12.38
0.00
Date 07/18/18
McGill Environmental Systems of NC Page 9
Time 09:23:05
Material
Analysis
Report by Material
Inbound and
outbound materials
for the period 01/01/2008 - 07/18/2018
Detailed Report
for Sites: 1, 10, 20, 30
Accounts
410176 - 410176
Customer Types -
Z Materials - ZZZZZZZZZZ Material Types - ZZ
Date Material
Type Customer Type
Tickets
Count R.L. vol. Act. Vol. Est_ Wt. Actual Wt- Charge
07/07/10
MUNI-RIO
B
410176
I
10-00269970
0
40
0
15.52
15.52
0.00
07/07/10
MUNI-BIO
B
410176
I
10-00270134
0
40
0
16.68
16.68
0.00
07/07/10
MUNI-BID
B
410176
I
10-00270136
0
0
0
16.78
16.78
0.00
07/09/10
MUNI-BIO
B
410176
I
10-00270483
0
0
0
16.11
16.11
0.00
07/09/10
MUNI-BID
B
410176
I
10-00270484
0
40
0
16.42
16.42
0.00
07/12/10
MUNI-BIO
B
410176
I
10-00270603
0
0
0
15.38
15.38
0.00
07/14/10
MUNI-BIO
E
410176
I
10-00270883
0
0
0
16.94
16.94
0.00
07/14/10
MUNI-BIO
B
410176
I
10-00270884
0
0
0
15.14
15.14
0.00
07/15/10
MUNI-RIO
B
410176
I
10-00271757
0
40
0
15.67
15.67
0.00
07/16/10
MUNI-BIO
B
410176
I
10-00271758
0
40
0
14.77
14.77
0.00
07/22/10
MUNI-BIO
S
410176
I
10-00271759
0
40
0
13.88
13.88
0.00
07/22/10
MUNI-BIO
B
410176
I
10-00271760
0
40
0
16.23
16.13
0.00
07/23/10
MUNI-BIO
B
410176
I
10-00271761
0
40
0
12.13
12.13
0.00
07/23/10
MUNI-BIO
B
410176
I
10-00271762
0
40
0
15.42
15.42
0.00
07/26/10
MUNI-BIC
B
410176
I
10-00272102
0
40
0
16.27
16.27
0.00
07/27/10
MUNI-BIO
B
410176
I
10-00272103
0
40
0
16.98
16.98
0.00
07/27/10
MUNI-BIO
B
410176
I
10-00272104
0
40
0
16.46
16.46
0.00
07/30/10
MUNI-BIO
B
410176
I
10-00272611
0
0
0
0.00
0.00
11,475.45
06/30/10
MUNI-BIO
B
410176
I
20-00269507
----------
0
----------
40
----
0
----------
19.10
----------
19.10
--------------
0.00
Total
----------
25
0
600
0
364.10
364.10
17,250.45
Average
0
24
0
14.56
14.56
690.02
10/27/13
NO LOAD
T
410176
I
10-00350408
0
0
0
0.00
0.00
0.00
05/06/15
NO LOAD
T
410176
I
10-00366660
0
0
0
0.00
0.00
0.00
03/22/17
NO LOAD
T
410176
I
10-00384055
0
0
0
0.00
0.00
0.00
05/24/17
NO LOAD
T
410176
I
10-00385915.
0
0
0
0.00
0.00
0.00
10/05/17
NO LOAD
T
410176
I
10-00389154
0
----------
0
----------
0
----------
0.00
----------
0.00
--------------
0.00
Total
--------------------
5
0
0
0
0.00
0.00
0.00
Average
0
0
0
0.00
0.00
0.00
09/24/13
POLYMER
I
410176
I
10-00349474
55
0
0
0.00
0.00
935.00
10/14/13
POLYMER
I
410176
I
10-00350065
55
50
0
0.00
0.00
935.00
10/17/13
POLYMER
I
410176
I
10-00350200
55
0
0
0.00
0.00
935.00
10/21/13
POLYMER
I
410176
I
10-00350297
5
50
0
0.00
0.00
85.00
10/23/13
POLYMER
I
410176
I
10-00350376
55
50
0
0.00
0.00
935.00
05/21/15
POLYMER
I
410176
I
10-00367107
5
0
0
0.00
0.00
90.00
05/22/15
POLYMER
I
410176
I
10-DO367124
5
50
0
0.00
0.00
90.00
05/22/15
POLYMER
I
410176
I
10-00367125
5
50
0
0.00
0.00
90.00
05/26/15
POLYMER
I
410176
I
10-00367137
5
50
0
0.00
0.00
90.00
Date 07/18/18
McGill Environmental Systems of NO
Page 10
Time 09:23:05
Material Analysis
Report by Material
lnbovad sad outbound
materials for the period
01/01/2008 -
07/18/2018
Detailed Report for Sites: 1,
10, 20, 30
Accounts
410176
- 410176
Customer Types - Z
Materials
- ZZZZZZZZZZ
Material Types
- ZZ
Date
material
Type
Customer
Type
Tickets
Count Est.
vol. Act. Vol.
Est. Wt. Actual
Wt.
Charge
05/27/15
POLYMER
I
410176
I
10-00367142
5
50
0
0.00
0.00
90.00
05/27/15
•
POLYMER
I
410176
I
10-00367376
55
0
0
0.00
0.00
990.00
06/10/15
POLYMER
I
410176
1
10-00367797
5
0
0
0.00
0.00
90.00
07/23/15
POLYMER
I
410176
I
10-00368788
55
0
0
0.00
0.00
990.00
07/28/15
POLYMER
I
410176
1
10-00368903
8
0
0
0.00
0.00
144.00
07/30/15
POLYMER
1
410176
I
10-00368936
6
50
0
0.00
0.00
108.00
08/06/15
POLYMER
I
410176
I
10-00369148
8
50
0
0.00
0.00
144.00
O8/07/15
POLYMER
_
1
410176
1
10-00369178
8
0
0
0.00
0.00
144.00
08/10/15
POLYMER
I
410176
I
10-00369212
8
50
0
0.00
0.00
144.00
O8/11/15
POLYMER
I
410176
1
10-00369240
8
50
0
0.00
0.00
144.00
08/12/15
POLYMER
1
410176
2
10-00369249
6
50
0
0.00
0.00
144.00
08/13/15
POLYMER
I
410176
I
:-0-00369289
6
50
0
0.00
0.00
144.00
08/14/15
POLYMER
I
410176
I
:0-00369296
9
0
0
0.00
0.00
162.00
O8/17/15
POLYMER
I
410176
I
10-00369371
8
0
0
0.00
0.00
144.00
08/20/15
POLYMER
I
410176
I
----0-00369449
8
50
0
0.00
0.00
144.00
08/21/15
POLYMER
I
410176
1-0-00369492
B
0
0
0.00
0.00
144.00
08/21/15
POLYMER
I
420176
I
10-00369495
8
50
0
0.00
0.00
144.00
08/24/15
POLYMER
1
410176
I
10-00369540
8
0
0
0.00
0.00
144.00
08/25/15
POLYMER
1
410176
I
10-00369569
8
50
0
0.00
0.00
144.00
OS/25/15
POLYMER
I
410176
I
10-00369570
8
50
0
0.00
0.00
144.00
08/26/15
POLYMER
1
410176
I
10-00369583
8
50
0
0.00
0.00
144.00
08/27/15
POLYMER
I
410176
I
10-00369609
B
0
0
0.00
0.00
144.00
04/03/17
POLYMER
I
410176
I
10-00384334
10
50
0
0.00
0.00
180.00
04/04/17
POLYMER
1
410176
I
10-00384359
15
0
0
0.00
0.00
270.00.
04/11/17
•
POLYMER
I
410176
1
10-00364539
6
50
0
0.00
0.00
108.00
04/13/17
POLYMER
I
410176
I
10-00384590
6
50
0
0.00
0.00
108.00
04/21/17
POLYMER
I
410176
I
10-00384888
10
50
0
0.00
0.00
180.00
04/25/17
POLYMER
1
410176
1
10-00384966
8
0
0
0.00
0.00
144.00
05/02/17
POLYMER
I
410176
I
10-00385288
10
0
0
0.00
0.00
180.00
05/04/17
POLYMER
I
410176
I
10-00385289
12
50
0
0.00
0.00
216.00
05/08/17
POLYMER
I
410176
I
10-00385412
10
50
0
0.00
0.00
180.00
05/09/17
POLYMER
I
410176
I
10-00385413
15
50
0
0.00
0.00
270.00
05/17/17
POLYMER
I
410176
I
10-00385701
15
0
0
0.00
0.00
270.00
05/18/17
POLYMER
1
410276
I
10-00385721
13
50
0
0.00
0.00
234.00
05/22/17
POLYMER
I
410176
I
10-00385859
10
50
0
0.00
0.00
180.00
05/23/17
POLYMER
I
410176
I
10-00385887
12
50
0
0.00
0.00
216.00
05/24/17
POLYMER
I
410176
I
10-00385914
12
50
0
0.00
0.00
216.00
05/30/17
POLYMER
I
410176
I
10-00386016
8
50
0
0.00
0.00
144.00
05/30/17
POLYMER
1
410176
I
10-00386017
8
0
0
0.00
0.00
144.00
09/02/17
POLYMER
I
410176
I
10-00388292
10
0
0
0.00
0.00
180.00
09/06/17
POLYMER
I
410176
I
10-00388405
10
0
0
0.00
0.00
180.00
Date 07/18/18 McGill Environmental Systems of NC Page 11
Time 09:23:05
Material Analysis Report by Material
Inbound and outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
Accounts 410176 - 410176 Customer Types - Z Materials - ZZZZZZZZZZ Material Types - ZZ
Date Material Type Customer Type Tickets Count Est. vol. Act. Vol. Est. Wt. Actual Wt. Charge
09/06/17
POLYMER
I
410176 I
09/07/17
POLYMER
I
410176 I
09/08/17
POLYMER
I
410176 I
09/11/17
POLYMER
I
410176 I
09/12/17
POLYMER
I
410176 I
09/13/17
POLYMER
I
410176 I
09/14/17
POLYMER
I
410176 I
09/14/17
POLYMER
I
410176 1
09/15/17
POLYMER
I
410176 I
09/18/17
POLYMER
I
410176 I
09/19/17
POLYMER
I
410176 I
09/20/17
POLYMER
I
410176 I
09/20/17
POLYMER
I
410176 I
09/21/17
POLYMER
I
410176 I
09/21/17
POLYMER
I
410176 I
09/22/17
POLYMER
I
410176 I
09/25/17
POLYMER
I
410176 I
09/26/17
POLYMER
I
410176 I
09/27/17
POLYMER
I
410176 I
09/27/17
POLYMER
I
410176 I
09/28/17
POLYMER
I
410176 I
04/05/17
POLYMER
I
410176 I
04/10/17
POLYMER
I
410176 I
04/17/17
POLYMER
I
410176 I
04/19/17
POLYMER
I
410176 I
04/18/17
POLYMER
I
410176 I
09/23/17
POLYMER
I
410176 I
09/28/17
POLYMER
I
410176 I
09/29/17
POLYMER
I
410176 I
Total
Average
10/03/13
SAND
M
410176 I
10/29/13
SAND
M
410176 I
Total
Average
09/26/13
SLUDGE-BIC
B
410176 I
09/26/13
SLUDGE -BIG
B
410176 I
10-00388406
10
50
0
0.00
0.00
180.00
10-00388491
10
50
0
0.00
0.00
180.00
10-00388529
14
0
0
0.00
0.00
252.00
10-00388562
10
50
0
0.00
0.00
180.00
10-00388605
10
0
0
0.00
0.00
180.00
10-00389644
10
0
0
0.00
0.00
180.00
10-00388702
10
50
0
0.00
0.00
180.00
10-00388703
10
50
0
0.00
0.00
180.00
10-00388707
10
50
0
0.00
0.00
180.00
10-00388749
10
50
0
0.00
0.00
180.00
10-00388788
10
50
0
0.00
0.00
180.00
10-00388804
10
50
0
0.00
0.00
180.00
10-00388805
10
0
0
0.00
0.00
180.00
10-00388831
10
50
0
0.00
0.00
180.00
10-00388832
10
0
0
0.00
0.00
180.00
10-D0388886
10
0
0
0.00
0.00
180.00
10-D0388920
10
50
0
0.00
0.00
180.00
10-00388942
10
0
0
0,00
0.00
180.00
10-00388966
10
50
0
0.00
0.00
160.00
10-00388967
10
50
0
0.00
0.00
180.00
10-00388995
le
50
0
0.00
0.00
180.00
20-00383134
12
0
0
0.00
0.00
216.00
20-00383250
8
0
0
0.00
0.00
144.00
20-00383503
6
50
0
0.00
0.00
108.00
20-00383504
12
50
0
0.00
0.00
216.00
20-00381505
12
0
0
0.00
0.00
216.00
20-00387749
10
50
0
0.00
0.00
180.00
2D-00387917
10
50
0
0.00
0.00
180.00
20-00387918
10
----------
50
---------
0
----------
0_00
----------
0..00
--------------
180,00
------------------
78
0
0_0017,811.00
13
31
0
0.00
0.00
225.46
10-00349759
1
0
0
12.28
12.28
0.00
10-00350506
1
0
0
11.25
11.25
--------------
0.00
--------------------
2
----------
2
----------
0
----------
0
----------
23.53
23.53
0.00
1
0
0
11.77
11.77
0.00
10-00349536
0
0
0
4.38
4.38
144.54
10-00349537
0
0
0
7.12
7.12
234.96
Date 07/18/18
McGill Environmental Systems
Of MC
Page
12
Time 09:23:05
Material
Analysis
Report by
Material
Inbound and outbound materials for the period 01/01/2008
-
07/18/2018
Detailed Report for Sites: 1, 10,
20, 30
Accounts
410176
- 410176
Customer Types - Z
Materials -
ZZZZZZZZZZ
Material Types
-
ZZ
Date
Material Type
Customer
Type
Tickets
Count Est. vol. Act. Vol.
Est. Wt. Actual Wt.
Charge
09/26/13
SLUDGE-BIO
B
410176
I
10-00349538
0
0
0
5.54
5.54
182.62
09/27/13
SLUDGE-BIO
B
410176
I
10-00349565
0
0
0
7.98
7.98
263.34
09/27/13
SLUDGE-BIO
B
410176
I
10-00349566
0
0
0
7.72
7.72
254.76
09/27/13
SLUDGE-BIO
B
410176
I
10-00349569
0
0
0
7.10
7.10
234.30
09/30/13
SLUDGE-BIO
B
410176
I
10-00349641
0
0
0
7.31
7.31
241.23
09/30/13
SLUDGE-BIO
B
41D176
I
10-00349642
0
0
0
9.48
9.48
312.84
10/01/13
SLUDGE-BIO
B
410176
I
10-00349666
0
0
0
10.16
10.16
335.28
10/03/13
SLUDGE-BIO
B
410176
I
1D-00349757
0
0
0
7.45
7.45
245.85
10/04/13
SLUDGE-BIO
B
410176
I
10-00349758
0
0
0
9.66
9.66
318.78
10/04/13
SLUDGE-BIO
B
410176
I
10-00349821
0
50
0
21.49
21.49
709.17
10/07/13
SLUDGE-BIO
B
410176
I
10-00349864
0
50
0
12.73
12.73
420.09
10/08/13
SLUDGE-BIO
B
410176
I
10-00349918
0
50
0
20.07
20.07
662.31
10/09/13
SLUDGE-BIO
B
410176
I
10-00349942
0
50
0
17.61
17.61
581.13
10/10/13
SLUDGE-BIO
B
410176
I
10-00349965
0
50
0
20.36
20.36
671.88
1D/11/13
SLUDGE-BIO
B
410176
I
10-00350007
0
50
0
20.11
20.11
663.63
10/14/13
SLUDGE-BIO
B
410176
I
10-00350065
0
50
0
17.21
17.21
567.93
10/15/13
SLUDGE-BIO
B
410176
I
10-00350074
0
50
0
19.13
19.13
631.29
10/17/13
SLUDGE-BIO
B
410176
I
10-00350202
0
50
0
20-72
20.72
683..76
10/18/13
SLUDGE-BIO
B
410176
I
10-00350244
0
50
0
18_34
18.34
605_22
10/21/13
SLUDGE-BIO
B
410176
I
10-00350297
0
50
0
14.90
14.90
491.70
10/22/13
SLUDGE-BIO
B
4.10176
I
10-00350345
0
50
0
24.31
24.31
802.23
10/23/13
SLUDGE-BIO
B
410176
I
10-00350376
0
50
0
14.36
14.36
473.88
10/24/13
SLUDGE-BIO
B
410176
I
10-00350396
0
50
0
14.15
14.15
466.95
10/28/13
SLUDGE-BIO
S
410176
I
10-00350454
0
50
0
22.41
22.41
739.53
10/29/13
•
SLUDGE-BIO
B
410176
I
10-00350497
0
50
0
20.86
20.86
688.38
10/11/13
SLUDGE-SIO
B
410176
I
10-00350701
0
50
0
-20.11
-20.11
-663.63
10/11/13
SLUDGE-BIO
B
410176
I
10-00350705
0
50
0
20.11
20.11
663.63
05/08/15
SLUDGE-BIO
B
410176
I
10-00366760
0
0
0
8.48
8.48
296.80
05/08./15.
SLUDGE-BIO
B
410176
I
10-00366761
0
0
0
8.34
8.34
291.90
05/08/15
SLUDGE-BIO
B
410176
I
10-00366762
0
0
0
9.39
9.39
326.65
05/11/15
SLUDGE-SIO
B
410176
I
10-00366802
0
0
0
12.72
12.72
445.20
05/12/15
SLUDGE-BIO
B
410176
I
10-00366842
0
0
0
8.78
8.78
307.30
05/12/15
SLUDGE-SIO
B
410176
I
10-00366843
0
0
0
8.57
8.57
299.95
05/13/15
SLUDGE-BIO
B
410176
I
10-00366868
0
0
0
5.74
5.74
200.90
05/13/15
SLUDGE-BIO
B
410176
I
10-00366871
0
0
0
8.37
8.37
292.95
05/14/15
SLUDGE-BIO
B
410176
1
10-00366884
0
0
0
8.17
8.17
285.95
05/14/15
SLUDGE-BIO
B
410176
I
10-00366885
0
0
0
4.90
4.90
171.50
05/14/15
SLUDGE-BIO
B
410176
I
10-00366886
0
0
0
6.91
6.91
241.85
05/14/15
SLUDGE-BIO
B
410176
I
10-00366887
0
0
0
11.65
11.65
407.75
05/15/15
SLUDGE-BIO
B
410176
I
10-DO366970
0
0
0
6.32
6.32
221.20
05/19/15
SLUDGE-BIO
B
410176
I
10-DO367000
0
0
0
5.96
5.96
208.60
Date 07/18/18
Time 09:23:05
Accounts
Date Material
McGill Environmental Systems of MC
Material Analysis Report by Material
Inbound and outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
410176 - 410176 Customer Types - Z Materials - ZZZZZZZZZZ Material Types - ZZ
Type Customer Type Tickets Count Est. Vol. Act. Vol. Est. Wt. Actual Wt.
Page 13
Charge
05/19/15
SLUDGE-BIO
B
410176
I 10-00367001
C
0
0
7.69
7.69
269,15
05/21/15
SLUDGE-810
B
410176
I 10-00367107
0
0
0
15.34
15.34
536.90
05/22/15
SLUDGE-SIO
B
410176
I 10-00367124
0
50
0
20.92
20.92
732.2C
05/22/15
SLUDGE-BIO
B
410176
I 10-00367125
0
50
0
11.56
i1.56
404.6C
05/26/15
SLUDGE-BIO
B
410176
I 10-00367137
0
50
0
13.57
13.57
474.95
05/27/15
SLUDGE-EIO
B
410176
I 10-00367142
0
50
0
15.23
15.23
533.05
05/28/15
SLUDGE-BIC
B
410176
I 10-00367148
0
0
0
14.28
14.28
499.80
05/29/15
SLUDGE-BIO
B
410176
I 10-00367379
0
50
0
13.90
13.90
486.50
06/02/15
SLUDGE -BIG
B
410176
I 10-00367380
0
50
0
12.64
12.64
442,40
06/01/15
SLUDGE-BIC
B
410176
I 10-00367416
0
50
0
13.76
13.76
481.60
06/OS/15
SLUDGE-BIO
B
410176
I 10-00367511
0
50
0
15.56
15.56
544.60
06/09/15
SLUDGE-BIO
B
410176
i 1C-00367796
0
50
0
18.51
18.51
647.85
06/10/15
SLUDGE-BIO
B
410176
I 10-00367797
0
0
0
13.22
13.22
462.70
06/18/15
SLUDGE-BIO
B
410176
I 10-00367888
0
50
0
12.94
12.94
452.90
06/22/15
SLUDGE-BIO
B
410176
I 10-00367947
0
50
0
12.05
12.05
421.75
06/24/15
SLUDGE-BIO
B
410176
I 10-00368051
0
50
0
11.88
11.88
415.80
06/26/15
SLUDGE-BIO
B
410176
I 10-00368106
0
0
0
19.05
19.05
666.75
07/17/15
SLUDGE-BIO
B
410176
I 10-00368678
0
0
0
5.39
5.39
188.65
07/21/15
SLUDGE-BIO
E
410176
I 10-00368741
0
0
0
5.99
5.99
209.65
07/22/15
SLUDGE-BIO
B
410176
I 10-00368747
0
0
0
8.51
8.51
297.85
07/22/15
SLUDGE-BIO
B
410176
I 10-00368748
0
0
0
7.30
7.30
255.50
07/22/15
SLUDGE-BIO
B
410176
I 10-00368749
0
0
0
19.26
19.26
674.10
07/27/15
SLUDGE-BIO
B
410176
I 10-00368879
0
50
0
15.10
15.10
528.50
07/28/15
SLUDGE-BIO
B
410176
I 10-00368903
0
0
0
15.54
15.54
543.90
07/30/15
SLUDGE-BIO
B
410176
I 10-00368936
0
50
0
18.78
18.78
657.30
08/05/15
SLUDGE-BIC
B
410176
I 10-00369127
0
50
0
16.73
16.73
585.55
08/06/15
SLUDGE-BIO
B
410176
I 10-00369148
0
50
0
15.46
15.46
541.10
08/07/15
SLUDGE-BIO
B
410176
I 10-00369178
0
0
0
14.91
14.91
521.85
08/10/15
SLUDGE-BIO
B
410176
I 10-00369212
0
50
0
10.30
10.30
360.50
08/11/15
SLUDGE-BIO
B
410176
I 10-00369240
0
50
0
12.81
12.81
448.3.5
08/12/15
SLUDGE-BIO
B
410176
I 10-00369249
0
50
0
19.75
19.75
691.25
08/13/15
SLUDGE-BIO
8
410176
I 10-00369289
0
50
0
13.96
13.96
488.60
08/14/15
SLUDGE-BIO
8
410176
I 10-00369296
0
0
0
15.14
15.14
529.90
08/17/15
SLUDGE-BIC
B
410176
I 10-00369371
0
0
0
9.63
9.63
337.05
08/20/15
SLUDGE-BIO
B
410176
I 10-00369449
0
50
0
12.55
12.55
439.25
08/21/15
SLUDGE-BIO
B
410176
I 10-00369492
0
0
0
15.35
15.35
537.25
08/21/15
SLUDGE -BID
B
410176
I 10-00369495
0
50
0
10.42
10.42
364.70
08/24/15
SLUDGE-BIO
B
410176
I 10-00369540
0
0
0
18.70
18.70
654.50
08/25/15
SLUDGE -BID
B
410176
I 10-00369569
0
50
0
19.67
19.67
688.45
08/25/15
SLUDGE-BIO
B
410176
I 10-D0369570
0
50
0
18.80
18.80
658.00
08/26/15
SLUDGE-BIO
B
410176
I 10-00369583
0
50
0
16.65
16.65
582.75
Date 07/18/18
McGill Environmental Systems
of NC
Page
14
Time 09:23:05
Material
Analysis
Report by
Material
Inbound and outbound materials for the period 01/01/2008
-
07/18/2018
Detailed Report for Sites_ 1, 10,
20, 30
Accounts
410176
- 410176
Customer Types - Z
Materials -
ZZZZZZZZZZ
Material Types
- ZZ
Date
Material
Type
Customer
Type
Tickets
Count Est. vol. Act. Vol.
Est. Wt. Actual Wt.
Charge
08/27/15
SLUDGE-BIO
B
410176
I
10-00369609
0
0
0
16.22
16.22
567.70
09/03/15
SLUDGE-BIO
B
410176
I
10-00369752
0
50
0
17.41
17.41
609.35
09/08/15
SLUDGE-BIO
B
410176
I
10-00369778
0
50
0
11.20
11.20
392.00
09/09/15
SLUDGE-BIO
B
410176
I
10-00369785
0
0
0
8.26
8.26
289.10
03/20/17
SLUDGE-BIO
B
410176
I
10-00383987
0
0
0
10.29
10.29
360.15
03/21/27
SLUDGE-BIO
E
410176
I
10-00384019
0
0
0
15.88
15.8E
555.80
03/24/17
SLUDGE-BIO
B
410176.
I
10-00384065
0
0
0
5.03
5.03
176.05
03/27/17
SLUDGE-BIO
B
410176
I
10-00384151
0
0
0
9.87
9.87
345.45
04/03/17
SLUDGE-SIO
B
410176
I
10-00384334
0
50
0
8.34
8.34
291.90
04/04/17
SLUDGE -SIG
B
410176
I
10-00384359
0
0
0
10.93
10.93
382.55
04/11/17
SLUDGE-BIO
B
410176
I
10-00384539
0
50
0
13.51
13.91
486.85
04/13/17
SLUDGE-BIO
B
410176
I
10-00384590
0
50
0
22.61
22.61
791.35
04/21/17
SLUDGE-BIO
B
410176
I
10-00384888
0
50
0
13.79
13.79
482.65
04/25/17
SLUDGE-BIO
B
410176
I
10-00384966
0
0
0
13.22
13.22
462.70
05/02/17
SLUDGE-BIO
B
410176
I
10-00385288
0
0
0
12.54
12.54
438.90
05/04/17
SLUDGE-810
B
410176
I
10-00385289
0
50
0
17.50
17.50
612.50
05/08/17
SLUDGE-EIO
B
410176
I
10-00385412
0
50
0
16.87
16.87
590,45
OS/09/17
SLUDGB-510
B
410176
I
10-00385413
0
50
0
18.17
18.17
635.95
05/17/17
SLUDGE-BIO
B
410176
I
10-00385701
0
0
0
16.72
16,72
565.20
05/18/17
SLUDGE-BIO
B
410176
I
10-00385721
0
50
0
13.34
13.34
466.90
05/22/17
SLUDGE-BIO
B
410176
I
10-00385859
0
50
0
11.37
11.37
397.95
05/23/17
SLUDGE -BID
B
410176
I
10-00385887
0
50
0
20.00
20.00
700.00
05/24/17
SLUDGE -BID
B
410176
I
10-00385914
0
50
0
9.28
9.28
324.80
05/30/17
SLUDGE -BID
B
410176
I
10-00386016
0
50
0
10.87
10.87
380.45
05/30/17
•
SLUDGE-BIO
B
410176
I
10-00386017
0
0
0
11.50
11.50
402.50
05/31/17
SLUDGE-BIO
B
410176
I
10-00386064
0
0
0
6.38
6.38
223.30
09/02/17
SLUDGE-BIO
E
410179
I
10-00388292
0
0
0
17.90
17.90
626.50
09/06/17
SLUDGE-BIO
B
41C176
I
10-00388405
0
0
0
20.06
20.06
702.10
09/06/17
SLUDGE -BYO
B
410176
I
10-00388406
0
50
0
14.68
14.6E
513.80
09/07/17
SLUDGE-BIO
B
410176
I
10-00388491
0 -
50
0
12.97
12.97
453.95
09/08/17
SLUDGE-BIO
B
410176
I
10-00388529
0
0
0
14.70
14.70
514.50
09/11/17
SLUDGE -BID
B
410176
I
10-00388562
0
50
0
16.53
16.53
578.55
09/12/17
SLUDGE-BIO
B
410176
I
10-00388605
0
0
0
18.10
18.10
633.50
09/13/17
SLUDGE-BIO
B
410176
I
10-00388644
0
0
0
16.49
16.49
577.15
09/14/17
SLUDGE-BIO
B
4102.76
I
10-00388702
0
50
0
15.07
15.07
527.45
09/14/17
SLUDGE-BIO
B
410176
I
10-00388703
0
50
0
16.17
16.17
565.95
09/15/17
SLUDGE-BIO
B
410176
I
10-00388707
0
50
0
13.22
13.22
462.70
09/18/17
SLUDGE-BIO
B
410176
I
10-00388749
0
50
0
16.65
16,65
582.75
09/19/17
SLUDGE-BIO
B
410176
1
10-00388788
0
50
0
19.51
19.51
682.85
09/20/17
SLUDGE-BIO
B
410176
I
10-00388804
0
50
0
19.66
19.66
688.10
09/20/17
SLUDGE-BIO
B
410176
I
10-00388805
0
0
0
18.96
18.96
663.60
Date 07/18/18 McGill Environmental Systems of NC Page 15
Time 09:23:05
Material Analysis Report by Material
Inbound and outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
Accounts 410176 - 410176 Customer Types - Z Materials - ZZZEZZZZZZ Material Types - ZZ
Date Material Type Customer Type Tickets Count Est. vol. Act. Vol. Est. Wt. Actual Wt. charge
09/21/17
SLUDGE-BIC
B
410176
I
10-00388831.
0
50
0
20.39
20.39
713.65
09/21/17
SLUDGE-BIO
B
410176
I
10-00388832
0
0
0
18.58
18.58
650.30
09/22/17
SLUDGE-BIO
B
410176
I
10-00388886
0
0
0
18.04
18.04
631.40
09/25/17
SLUDGE-810
B
410176
I
10-00388920
0
50
0
15.79
15.79
552.65
09/26/17
SLUDGE-BIO
B
410176
I
10-00388942
0
0
0
16.79
16.79
587.65
09/27/17
SLUDGE-BIO
B
410176
I
10-0.0388966
0
50
0
17.43
17.43
610.05
09/27/17
SLUDGE-BIO
B
410176
I
10-00388967
0
50
0
19.47
19.47
681.45
09/28/17
SLUDGE-BIO
B
410176
I
10-00388995
0
50
0
19.12
19.12
669.20
09/26/13
SLUDGE-BIO
B
410176
I
20-00347789
0
0
0
4.32
4.32
142.56
09/27/13
SLUDGE-BIO
B
410176
I
20-00347790
0
0
0
8.22
8.22
271.26
10/01/13
SLUDGE-BIO
B
410176
I
20-00347861
0
50
0
17.57
17.57
579.81
10/01/13
SLUDGE-BIO
B
410176
I
20-00347862
0
0
0
10.12
10.12
333.96
04/05/17
SLUDGE-BIO
B
410176
I
20-00383134
0
0
0
17.35
17.35
607.25
04/10/17
SLUDGE-BIO
B
410176
I
20-00383250
0
0
0
13.20
13.20
462.00
04/17/17
SLUDGE-BIO
B
410176
I
20-00383503
0
50
0
21.31
22.31
745.85
04/19/17
SLUDGE-BIO
B
410176
I
20-00383504
0
50
0
19.67
19.67
688.45
04/18/17
SLUDGE-BIO
B
410176
I
20-00383505
0
0
0
19.00
19.00
665.00
09/23/17
SLUDGE-BIO
B
410176
I
20-00387749
0
50
0
18.36
18.36
642.60
09/28/17
SLUDGE-BIO
B
410176
I
20-00387917
0
50
0
12.53
12.53
438.55
09/29/17
SLUDGE-BIO
B
410176
I
20-00387918
0
50
----------
0
----------
19.57
----------
19.57
--------------
684.95
Total
--------------------
145
----------
0
3850
0
1994.76
1994.76
68,970.82
Average
0
27
0
13.76
13.76
475.66
06/25/10
TRANS -FLAT
T
410176
I
10-00269197
0
0
0
0.00
0.00
2,475.00
06/30/10
TRANS -FLAT
T
420176
I
10-00269478
1
40
0
0.00
0.00
0.00
07/01/10
TRANS -FLAT
T
410176
I
10-00269574
1
0
0
0.00
0.00
0.00
07/02/10
TRANS -FLAT
T
410176
I
10-00269967
1
0
0
0.00
0.00
0.00
07/02/10
TRANS -FLAT
T
410176
I
10-00269968
1
40
0
0.00
0.00
0.00
07/06/10
TRANS -FLAT
T
410176
I
10-00269969
1
0
0
0.00
0.00
0.00
07/07/10
TRANS -FLAT
T
410176
I
10-00269970
1
40
0
0.00
0.00
0.00
07/07/10
TRANS -FLAT
T
410176
I
10-00270134
1
40
0
0.00
0.00
0.00
07/07/10
TRANS -FLAT
T
410176
I
10-00270136
1
0
0
0.00
0.00
0.00
07/09/10
TRANS -FLAT
T
410176
I
10-00270483
1
0
0
0.00
0.00
0.00
07/09/10
TRANS -FLAT
T
410176
I
10-00270484
1
40
0
0.00
0.00
0.00
07/12/10
TRANS -FLAT
T
410176
I
10-00270603
1
0
0
0.00
0.00
0.00
07/14/10
TRANS -FLAT
T
410176
I
10-00270883
1
0
0
0.00
0.00
0.00
07/14/10
TRANS -FLAT
T
410176
I
10-00270884
1
0
0
0.00
0.00
0_00
07/15/10
TRANS -FLAT
T
410176
I
10-00271757
1
40
0
0.00
0.00
0.00
07/16/10
TRANS -FLAT
T
410176
I
10-00271758
1
40
0
0.00
0.00
0.00
07/22/10
TRANS -FLAT
1
410176
I
10-00271759
1
40
0
0.00
0.00
0..00
Date 07/18/18
McGill Enviro=ental Systems of NC
Page 16
Time 09:23:05
Material
Analysis
Report by Material
Inbound and
outbound materials
for the period
01/01/2008
- 07/18/2018
Detailed Report
for Sites: 1,
10, 20, 30
Accounts
410176
- 410176
Customer Types -
Z Materials
- ZZZZZZZZZZ Material
Types
- ZZ
Date
Material
Type
Customer Type
Tickets
Count Est.
Vol. Act.
Vol.
Est. Wt. Actual
Wt.
Charge
07/22/10
TRANS -FLAT
T
410176
I
10-00271760
1
40
0
0.00
0.00
0.00
07/23/10
TRANS -FLAT
T
410176
I
10-00271761
1
40
0
0.00
0.00
0.00
07/23/10
TRANS -FLAT
T
410176
I
10-00271762
1
40
0
0.00
0.00
0.00
07/26/10
TRANS -FLAT
T
410176
I
10-00272102
1
40
0
0.00
0.00
0.00
07/27/10
TRANS -FLAT
T
410176
I
10-00272103
1
40
0
0.00
0.00
0.00
07/27/10
TRANS -FLAT
T
410176
I
10-00272104
1
40
0
0.00
0.00
0.00
07/30/10
TRANS -FLAT
T
410176
I
10-00272612
0
0
0
0.00
0.00
4,950.00
09/26/13
TRANS -FLAT
T
410176
10-00349536
1
0
0
D.00
0.00
200.DO
09/26/13
TRANS -FLAT
T
410176
I
10-00349538
1
0
0
0.00
0.00
200,00
09/27/13
TRANS -FLAT
T
410176
I
10-00349565
1
0
0
0.00
0.00
200.00
09/27/13
TRANS -FLAT
T
410176
I
10-00349566
1
0
0
0.00
0.00
200.00
09/30/13
TRANS -FLAT
T
410176
I
10-00349642
1
0
0
0.00
0.00
200.00
09/30/13
TRANS -FLAT
T
410176
I
10-00349642
1
0
0
0.00
0.00
200.00
10/01/13
TRANS -FLAT
T
410176
I
10-00349666
1
0
0
0.00
0.00
200.00
10/03/13
TRANS -FLAT
T
410176
I
10-00349757
1
0
0
0.00
0.00
200.00
10/04/13
TRANS -FLAT
T
410176
I
10-00349758
1
0
0
0.00
0.00
200.DC
10/03/13
TRANS -FLAT
T
410176
I
10-00349759
1
0
0
0.00
0.00
200.00
10/03/13
TRANS -FLAT
T
410176
I
10-00349750
1
0
0
0.00
0.00
200.00
10/04/13
TRANS -FLAT
T
410176
1
10-00349821
1
50
0
0.00
0.00
200_00
10/07/13
TRANS -FLAT
T
410176
I
10-00349894
1
50
0
0.00
0.00
200-00
10/08/13
TRANS -FLAT
T
410176
I
10-00349918
1
50
0
0.00
0.00
200.00
10/09/13
TRANS -FLAT
T
410176
I
10-00349942
1
50
C
0.00
0.00
200.00
10/10/13
TRANS -FLAT
T
410176
I
10-00349965
1
50
C
0.00
0.00
200.00
10/11/13
TRANS -FLAT
T
410176
I
10-00350007
1
50
0
0.00
0.00
200.00
10/14/13
•
TRANS -FLAT
T
410176
I
10-003SO065
1
50
0
0.00
0.00
200.00
10/15/13
TRANS -FLAT
T
410176
I
10-00350074
1
50
0
0.00
0.00
200.00
10/17/13
TRANS -FLAT
T
410176
I
10-00350202
1
50
0
0.00
0.00
200.00
10/18/13
TRANS -FLAT
T
410176
I
10-00350244
1
50
C
0.00
0.00
200.00
10/21/13
TRANS -FLAT
T
410176
I
10-00350297
1
50
0
0.00
0.00
200.00
10/22/13
TRANS -FLAT
T
410176
I
10-00350345
1
50
0
0.00
0.00
200.00
10/23/13
TRANS -FLAT
T
410176
I
10-00350376
1
50
0
0.00
0.00
200.00
10/24/13
TRANS -FLAT
T
410176
I
10-00350396
1
50
0
O.0C
0.00
200.00
10/28/13
TRANS -FLAT
T
410176
I
10-0035D454
1
50
0
0.00
0.00
200.00
10/29/13
TRANS -FLAT
T
410176
I
10-003SD497
1
50
0
0.00
0.00
200.0C
10/29/13
TRANS -FLAT
T
410176
I
10-00350506
1
0
0
0.00
0.00
200.00
10/11/13
TRANS -FLAT
T
410176
I
10-00350702
-1
SO
0
0.00
0.00
-200.00
10/11/13
TRANS -FLAT
T
410176
I
10-00350705
1
50
0
0.00
0.00
200.00
05/08/15
TRANS -FLAT
T
410176
I
10-00366760
1
0
0
0.00
0.00
250.00
05/08/15
TRANS -FLAT
T -
410176
I
10-00366761
1
0
0
0.00
0.00
250.00
05/08/15
TRANS -FLAT
T
410176
I
10-00366762
1
0
0
0_00
0.00
250-OC
05/11/15
TRANS -FLAT
T
410176
I
10-00366801
1
0
0
0.00
0.00
250.00
Date 07/18/18
Time 09:23:05
Accounts
Date Material
McGill Environmental Systems of NC
Material Analysis Report by Material
Inbouad and outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
410176 - 410176 Customer Types - Z Materials - ZZZZZZZZZZ Material Types - ZZ
Type Customer Type Tickets Count Est. vol. Act. Vol. Eat. Wt. Actual Wt.
Page 17
Charge
05/12/15
TRANS -FLAT
T
410176
I
10-00366842
1
0
0
0.00
0.00
250.00
05/12/15
TRANS -FLAT
T
410176
I
10-00366843
1
0
0
0.00
0.00
250.00
05/13/15
TRANS -FLAT
T
410176
I
10-00366868
1
0
0
0.00
0.00
250.00
05/23/15
TRANS -FLAT
T
410176
I
10-00366871
1
0
0
0.00
0.00
250.00
05/14/15
TRANS -FLAT
T
410176
I
10-00366884
1
0
0
0.00
0.00
250.00
05/14/15
TRANS -FLAT
T
410176
I
10-00366885
1
0
0
0.00
0.00
250.00
05/14/15
TRANS -FLAT
T
410176
I
10-00366886
1
0
0
0.00
0.00
250.00
05/14/15
TRANS -FLAT
T
410176
I
10-00366887
1
0
0
0.00
0.00
250.00
05/15/15
TRANS -FLAT
T
410176
I
10-00366970
1
0
0
0.00
0.00
250.00
OS/19/15
TRANS -FLAT
T
410176
I
10-00367000
1
0
0
0.00
0.00
250.00
05/19/15
TRANS -FLAT
T
410176
I
10-00367001
1
0
0
0.00
0.00
250.00
05/21/15
TRANS -FLAT
T
410176
I
10-00367107
1
0
0
0.00
0.00
250.00
05/22/15
TRANS -FLAT
T
410176
I
10-00367124
1
SO
0
0.00
0.00
250.00
05/22/15
TRANS -FLAT
T
410176
I
10-00367125
1
50
0
0.00
0.00
250.00
05/26/15
TRANS -FLAT
T
410176
I
10-00367137
1
50
0
0.00
0.00
250.00
05/27/15
TRANS -FLAT
T
410176
I
10-00367142
1
50
0
0.00
0.00
250.00
05/28/15
TRANS -FLAT
T
410176
I
10-00367148
1
0
0
0.00
0.00
250.00
05/29/15
TRANS -FLAT
T
410176
I
10-00367379
1
50
0
0.00
0.00
250.0.0
06/02/15
TRANS -FLAT
T
410176
I
10-00367380
1
50
0
0..00
0.00
250,00
06/03/15
TRANS -FLAT
T
410176
I
10-00367416
1
50
0
0.00
0.00
250.00
06/05/15
TRANS -FLAT
T
410176
I
10-00367511
1
50
0
0.00
0.00
250.00
06/09/15
TRANS -FLAT
T
410176
I
10-00367796
1
50
0
0.00
0.00
250.00
06/10/15
TRANS -FLAT
T
410176
I
10-00367797
1
0
0
0.00
0.00
250.00
06/18/15
TRANS -FLAT
T
410176
I
10-00367888
1
50
0
0.00
0.00
250.00
06/22/15
TRANS -FLAT
T
410176
I
10-00367947
1
50
0
0.00
0.00
250.QO
06/24/15
TRANS -FLAT
T
410176
I
10-00368051
1
50
0
0..00
0.00
250.00
06/26/15
TRANS -FLAT
T
410176
I
10-00368106
1
0
0
0.00
0.00
250.00
07/17/15
TRANS -FLAT
T
410176
I
10-003GB678
1
0
0
0.00
0.00
250.00
07/21/15
TRANS -FLAT
T
410176
I
10-00360741
1
0
0
0.00
0.00
250.00
07/22/15
TRANS -FLAT
T
410176
I
10-00368747
1
0
0
0.00
0.00
250.00
07/22/15
TRANS -FLAT
T
410176
I
10-00368748
1
0
0
0.00
0.00
250.00
07/22/15
TRANS -FLAT
T
410176
I
10-00368749
1
0
0
0.00
0.00
250.00
07/27/15
TRANS -FLAT
T
410176
I
10-00368879
1
50
0
0.00
0.00
250.00
07/28/15
TRANS -FLAT
T
410176
I
10-00368903
1
0
0
0.00
0.00
250.00
07/30/15
TRANS -FLAT
T
410176
I
10-00368936
1
50
0
0.00
0.00
250.00
08/05/15
TRANS -FLAT
T
410176
I
10-00369127
1
50
0
0.00
0.00
250.00
08/06/15
TRANS -FLAT
T
410176
I
10-00369148
1
50
0
0.00
0.00
250.00
08/07/15
TRANS -FLAT
T
410176
I
10-00369178
1
0
0
0.00
0.00
250.00
08/10/15
TRANS -FLAT
T
410176
I
10-00369212
1
50
0
0.00
0.00
250.00
08/11/15
TRANS -FLAT
T
410176
I
10-00369240
1
50
0
0.00
0.00
250.00
08/12/15
TRANS -FLAT
T
410176
I
10-00369249
1
50
0
0.00
0.00
250.00
Date 07/18/18
McGill Environmental
Systems of NC
Page
18
Time 09:23:05
Material
Analysis
Report
by Material
Inbound and outbound materials
for the period 01/01/200B -
07/18/2018
Detailed Report
for Sites:
1, 10, 20, 30
Accounts
410176
- 410176
Customer
Types -
Z Materials
- ZZZZZZZZZZ
Material Types
- ZZ
Date
Material
Type
Customer Type
Tickets
Count
Est.. vol. Act. Vol.
Est. Wt. Actual Wt.
Charge
08/13/15
TRANS -FLAT
T
410176
I
10-00369289
1
50
0
0.00
0.00
250.00
08/14/15
TRANS -FLAT
T
410176
I
10-00369296
1
0
0
0.00
0.00
250.00
08/17/15
TRANS -FLAT
T
410176
I
10-00369371
1
0
0
0.00
0.00
250.00
08/20/15
TRANS -FLAT
T
410176
I
10-00369449
1
50
0
0.00
0.00
250.00
08/21/15
TRANS -FLAT
T
410176
I
10-00369492
1
0
0
0.00
0.00
250.00
08/21/15
TRANS -FLAT
T
410176
I
10-00369495
1
50
0
0.00
0.00
250.00
08/24/15
TRANS -FLAT
T
410176
I
10-0036954C
1
0
0
0,00
0.00
250.00
08/25/15
TRANS -FLAT
T
410i76
I
10-00369569
1
50
0
0.00
0.00
250.00
08/25/15
TRANS -FLAT
T
410176
I
10-00369570
1
50
0
0.00
0.00
250.00
08/26/15
TRANS -FLAT
T
410176
I
10-00369583
1
50
0
0.00
0.00
250.00
08/27/15
TRANS -FLAT
T
410176
I
10-00369609
1
0
0
0.00
0.00
250.00
09/03/15
TRANS -FLAT
T
410176
I
10-00369752
1
50
0
0.00
0.00
250.00
09/08/15
TRANS -FLAT
T
410176
I
10-00369778
1
50
0
0.00
0.00
250.00
09/09/15
TRANS -FLAT
T
410176
I
10-00369785
1
0
0
0.00
0.00
250.00
03/20/17
TRANS -FLAT
T
410176
I
10-00383987
1
0
0
0.00
0.00
275.00
03/21/17
TRANS -FIAT
T
410176
I
10-00384019
1
0
0
0.00
0.00
275.00
03/24/17
TRANS -FLAT
T
410176
I
L0-00384065
1
0
0
0.00
0.00
275.00
03/27/17
TRANS -FLAT
T
410176
I
'_0-00384151
1
0
0
0.00
0_00
275.00
04/03/17
TRANS -FLAT
T
410176
I
10-00384334
1
50
0
0.00
0.00
275.00
04/04/17
TRANS -FLAT
T
410176
I
10-00384359
1
0
0
0.00
0.00
275.00
04/11/17
TRANS -FLAT
T
410176
I
10-00384539
1
50
0
0.00
0.00
275.00
04/13/17
TRANS -FLAT
T
410176
I
10-00384590
1
50
0
0.00
0.00
275.00
04/21/17
TRANS -FLAT
T
410176
I
10-00384888
1
SO
0
0.00
0.00
275.00
04/25/17
TRANS -FLAT
T
410176
I
10-00384966
1
0
0
0.00
0.00
275.00
05/02/17
.
TRANS -FLAT
T
410176
I
10-00385288
1
0
0
0.00
0.00
275.00
05/04/17
TRANS -FLAT
T
410176
I
10-00385289
1
50
0
0.00
0.00
275.00
05/08/17
TRANS -FLAT
T
410176
I
10-00385412
1
50
0
0.00
0.00
275.00
05/09/17
TRANS -FLAT
T
410176
I
10-00385413
1
50
0
0.00
0.00
275.00
05/17/17
TRANS -FLAT
T
410176
I
10-00385701
1
0
0
0.00
0.00
275.00
05/18/17
TRANS -FLAT
T
410176
I
10-00385721
1
50
0
0.00
0.00
275.00
05/22/17
TRANS -FLAT
T
410176
I
10-00385859
1
50
0
0.00
0.00
275.00
05/23/17
TRANS -FLAT
T
410176
I
10-00385887
1
50
0
0.00
0.00
275.00
05/24/17
TRANS -FLAT
T
410176
I
10-00385914
1
50
0
0.00
0.00
275.00
05/24/17
TRANS -FLAT
T
410176
I
10-00385915
1
0
0
0.00
0.00
275.00
05/30/17
TRANS -FLAT
T
410176
I
10-00386016
1
50
0
0.00
0.00
275.00
05/30/17
TRANS -FLAT
T
410176
I
10-00386017
1
0
0
0.00
0.00
275.00
05/31/17
.TRANS -FLAT
T
410176
I
10-00386064
1
0
0
0.00
0.00
275.00
09/02/17
TRANS -FLAT
T
410176
I
10-00388292
1
0
0
0.00
0.00
275.00
09/06/17
TRANS -FLAT
T
410176
I
10-00388405
1
0
0
0.00
0.00
275.00
09/06/17
TRANS -FLAT
T
410176
I
10-00388406
1
50
0
0.00
0.00
275.00
09/07/17
TRANS -FLAT
Ta
410176
I
10-00388491
1
50
0
0.00
0.00
275.00
Date 07/18/18 McGill Environmental Systems of NC page 19
Time 09:23:05
Material Analysis Report by Material
Inbound and outbound materials for the period 01/01/2008 - 07/18/2018
Detailed Report for Sites: 1, 10, 20, 30
Accounts 410176 - 410176 Customer Types - Z Materials - ZZZZZZZZZZ Material Types - ZZ
Date Material Type Customer Type Tickets Count Est. Vol. Act. Vol. Est. Wt. Actual Wt. Charge
09/08/17
TRANS -FLAT
T
410176 I
09/11/17
TRANS -FLAT
T
410176 I
09/12/17
TRANS -FLAT
T
410176 I
09/13/17
TRANS -FLAT
T
410176 I
09/14/17
TRANS -FLAT
T
410176 I
09/14/17
TRANS -FLAT
T
410176 I
09/15/17
TRANS -FLAT
T
410176 I
09/18/17
TRANS -FLAT
T
410176 I
09/19/17
TRANS -FLAT
T
410176 I
09/20/17
TRANS -FLAT
T
410176 I
09/20/17
TRANS -FLAT
T
410176 I
09/21/17
TRANS -FLAT
T
410176 I
09/21/17
TRANS -FLAT
T
410176 -
09/22/17
TRANS -FLAT
T
410176 I
09/25/17
TRANS -FLAT
T
410176 I
09/26/17
TRANS -FLAT
T
410176 1
09/27/17
TRANS -FLAT
T
410176 I
09/27/17
TRANS -FLAT
T
410176 I
09/28/17
TRANS -FLAT
T
410176 I
06/30/10
TRANS -FLAT
T
410176 I
10/01/13
TRANS -FLAT
T
410176 I
04/05/17
TRANS -FLAT
T
410176 I
04/10/17
TRANS -FLAT
T
410176 I
04/17/17
TRANS -FLAT
T
410176 I
04/19/17
TRANS -FLAT
T
410176 i
04/18/17
TRANS -FLAT
T
410176 I
09/23/17
TRANS -FLAT
T
410176 I
09/28/17
TRANS -FLAT
T
410176 I
09/29/17
TRANS -FLAT
T
410176 I
Total
Average
Report Total
Report Average
10-00388529
1
0
0
0.00
0.00
275.00
10-00388562
1
50
0
0.00
0.00
275.00
10-00388605
1
0
0
0.00
0.00
275.00
10-00388644
1
0
0
0.00
0.00
275.00
10-00388702
1
50
0
0.00
0.00
275.00
10-00388703
1
50
0
0.00
0.00
275.00
10-00388707
1
50
0
0.00
0.00
275.00
10-00388749
1
50
0
0.00
0.00
275.00
10-00388788
1
50
0
0.00
0.00
275.00
10-00388804
1
50
0
0.00
0.00
275.00
10-00388805
1
0
0
0.00
0.00
275.00
10-00388831
1
50
0
0.00
0.00
275.00
10-00388632
1
0
0
0.00
0.00
275.00
10-00398886
1
0
0
0.00
0.00
275.00
10-00388920
1
50
0
0.00
0.00
275.00
10-00388942
1
0
0
0.00
0.00
275.00
10-00388966
1
50
0
0.00
0.00
275.00
10-00388967
1
50
0
0.00
0.00
275.00
10-00388995
1
50
0
0.00
0.00
275.00
20-00269507
1
40
0
0.00
0.00
0.00
20-00347861
1
50
0
0.00
0.00
200.00
20-00383134
1
0
0
0.00
0.00
275.00
20-00383250
1
0
0
0.00
0.00
275.00
20-00383503
1
50
0
0.00
0.00
275.00
20-00383504
1
50
0
0.00
0.00
275.00
20-00383505
1
0
0
0.00
0.00
275.00
20-00387749
1
50
0
0.00
0.00
27S.00
20-00367917
1
50
0
0.00
0.00
275.00
20-00387918
1
50
0
0..00
----------
0.00
--------------
275.00
--------------------
169
----------
165
----------
4450
----------
0
0.00
0.00
42,825.00
1
26
0
0.00
0.00
253.40
715
1870
19220
0
2382.39
2382.39
303,919.32
3
27
0
3.33
3.33
425.06
Certified Mail # 7014 3490 0001 8821 2907
Return Receipt Requested
July 19, 2016
Matthew Zapp, Manager Town
Town of Benson
PO Box 69
Benson, NC 27504-0069
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2016-LV-0407
Permit No. NCO020389
Benson WWTP
Johnston County
Dear Mr. Zapp:
PAT MCCRORx
Games
DQNALD'R: VAN DER, VAAR:7
sivomy
.5: S1CX'ZIMMER2rSs1N
D4abi
RECEIVED/NCDE121MR.
JUL 2 6 2016
Water Quality
Permitting Section
A review of the May 2016 Discharge Monitoring Report (DMR) for the subject facility revealed the violation
indicated below:
Limit Exceedance Violationfsl:
Sample Limit Reported
Location Parameter Date Value Value Type of Violation
001 Effluent BOD, 5-Day (20 Deg. C) - 5/7/2016 7.5 8.48 Weekly Average Exceeded
Concentration (C0310)
Remedial actions, if not already implemented, should be taken to correct any noted problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of a
continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent (SOC).
If you have any questions concerning this matter or to apply for an SOC, please contact Mitchell Hayes of the
Raleigh Regional Office at 919-791-4200.
i
Sincere ,
GtC�
anny Smi ,Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
Cc: WQS Raleigh Regional Office - Enforcement File
NPDES Compliance/Enforcement Unit - Enforcement File
State of North Carolina I Enviroumental Quality I Water Resources
1628 Mail Service Center, Raleigh, NC 27699-1628
919-791-4200
Hayes, Mitch
From: Benson WWTP <wwtp@townofbenson.com>
Sent: Wednesday, June 27, 2018 10:43 AM
To: Hayes, Mitch
Subject: [External] Town of Benson WWTP
Mr. Hayes,
Thank you for speaking with me today regarding our clean-up project. Per our phone conversation at 09:30 on 6/27/18,
we are moving forward with disposing of the cleared soil at a permitted C&D waste facility. I appreciate your assistance
with this matter.
Sincerely,
Brian Leavitt
Plant Mechanic
Town of Benson WWTP
919-894-2373
A(tV
MAYOR
JERRY M. MEDLIN
MAYOR PRO-TEM
CASANDRA P.STACK
MAXINE HOLLEY
JAMES D. JOHNSON JR.
DEAN MCLAMB
WILLIAM NEIGHBORS
DR. R. MAX RAYNOR
Danny Smith Regional Supervisor
NCDWR
Raleigh Regional Office
1628Mail Service center
Raleigh NC 27699
Dear Mr. Smith
TOWN OF BENSON
P.O. BOX 69
303 EAST CHURCH STREET
BENSON, NC 27504
(919)894-3553
FAX (919)894-1283
www.townothenson.com
March 19 2018
NOV-2018-LV-0222
TOWN MANAGER
MATTHEW ZAPP
ASSISTANT TOWN MANAGER
BRASTON A. NEWTON
TOWN CLERK
TERRY HOBGOOD
FINANCE DIRECTOR
KIMBERLY T. PICKETT
TOWN ATTORNEY
R. ISAAC PARKER
JQC Dept of Environmental Ouality
Raleigh Regional OfficL
This written is in regards to the monthly average of ammonia in January 2018. We are asking for
remittance due to the following conditions that were out of our control.
During the month of January 2018 we had a wide range of temperatures that made keeping the biology
in a somewhat stable environment very difficult if not impossible. We had daily high temperatures from
29 degrees to 72 degrees. We had 1.5 inches of snow on January V, 1 inch of snow on January 4th and
then 3 inches of snow on January 17th. With an unstable weather pattern such as we had the micro
biology stayed in a state of transition between the wide temperature swings. Your consideration in this
matter will be greatly appreciated.
Sincerely
< ]� // e 00/Z
David Allen Benson Wastewater superintendent
MAYOR
WILLIAM W. MASSENGILL, JR.
MAYOR PRO-TEM
FREDERICK D. NELSON, JR.
WILL T. CHANDLER
JERRY M. MEDLIN
DR. R. MAX RAYNOR
DEAN MCLAMB
CASANDRA P.STACK
TOWN OF BENSON
P.O. BOX 69
303 EAST CHURCH STREET
BENSON,NC27504
(919)894-3553
FAX (919) 894-1283
www.townofbenson.com
October 19, 2017
Danny Smith Regional Supervisor
NCDWR
Raleigh Reginal Office
1628 Mail Service Center
Raleigh NC 27699-1628
NOV-2017-LV-0671
Dear MR Smith:
e01
TOWN MANAGER
MATTHEW.ZAPP
TOWN ASSISTANT MANAGER
BRASTON A. NEWTON
TOWN CLERK
Terry Hobgood
FINANCE DIRECTOR
KIMBERLY T. PICKETT
TOWN ATTORNEY
NC Dept of �nlvSIronmental Quality
OCT 25 2V
Raleigh Regional Office
This written response is in regard to the weekly BOD NOV. for July 22 2017. We have
investigated this issue and have concluded that we had a minor upset due to a combination of
the following. On the Sunday July 16' sometime after the weekend operator left the plant
sludge pump number 2 had a 100 amp breaker and the motor starter to bum up causing the
pump to stop pumping the sludge from the clarifiers back to the oxidation ditch. This along
with the 0.98 inches of rain on that day caused the sludge blankets to become slightly higher
and of thicker consistency than normal due to the excess flow caused by the rain and the
pump not returning the sludge back to the oxidation ditches, (none of the sludge went over
the weirs of the clarifiers but was of a thick consistency). On Monday morning July 17th the
problem was found and the 100 amp breaker and the motor starter were replaced along with
some of the wires that were damaged. Once the repairs were made with parts on hand the
pump was restarted and began pumping down the clarifiers. Once all this was complete it
took 4 days for the blankets to return to normal constancy and then additional time for the
plant to stabilize after this instance.
We would appreciate any consideration in this matter as extensive repairs were made on the
same day as they were found. As with any biologic process it took time to regulate itself.
Sincerely
Paul Allen Benson Wastewater Superintendent
r
LYarer Resources
[NVIXUNMkX11. W/41fv
Certified Mail # 7016 2140 0000 4368 5227
Return Receipt Requested
October 5, 2017
Matthew R Zapp, Town Manager
Town of Benson
PO Box 69
Benson, NC 27504-0069
ROY COOPER
C ..,Xo.
MICHAEL S. REGAN
s. 'e.
S. JAY ZIMMERMAN
NI 1.
SUBJECT: NOTICE OF VIOLATION & INTENT TO ASSESS CIVIL PENALTY
Tracking Number: NOV-2017-LV-0671
Permit No. NCO020389
Benson WWTP
Johnston County
Dear Mr. Zapp:
A review of the July 2017 Discharge Monitoring Report (DMR) for the subject facility revealed the violation(s)
indicated below:
Limit Exceedance Violation(s):
Sample Limit Reported
Location Parameter Date Value Value Type of Violation
001 Effluent BOD, 5-Day (20 Deg. C) - 7/22/2017 7.5 9 Weekly Average Exceeded
Concentration (C0310)
A Notice of Violation/Intent to Issue Civil Penalty is being issued for the noted violation of North Carolina General
Statute (G.S.) 143-215.1 and the facility's NPDES WW Permit. Pursuant to G.S. 143-215.6A, a civil penalty of
not more than twenty-five thousand dollars ($25,000.00) may be assessed against any person who violates or
fails to act in accordance with the terms, conditions, or requirements of any permit issued pursuant to G.S.
143-215.1.
If you wish to provide additional information regarding the noted violation, request technical assistance, or
discuss overall compliance please respond in writing within ten (10) business days after receipt of this Notice. A
review of your response will be considered along with any information provided on the submitted Monitoring
Report(s). You will then be notified of any civil penalties that may be assessed regarding the violations. If no
response is received in this Office within the 10-day period, a civil penalty assessment may be
prepared.
Stale of North Carolina I Environmental Quality I Water Resources
1628 Mail Service Center, Raleigh, NC 27699-1628
919-791-4200
0
Kr.
water ResourccS
¢N1"MWAI WAu'
Certified Mail # 7016 2140 0000 4368 5227
Return Receipt Requested
October 5, 2017
Matthew R Zapp, Town Manager
Town of Benson
PO Box 69
Benson, NC 27504-0069
ROY COOPER
Gm
MICHAEL S. REGAN
S"WwO
S. JAY ZIMMERMAN
04' rw
SUBJECT: NOTICE OF VIOLATION & INTENT TO ASSESS CIVIL PENALTY
Tracking Number: NOV-2017-LV-0671
Permit No. NCO020389
Benson WWTP
Johnston County
Dear Mr. Zapp:
A review of the July 2017 Discharge Monitoring Report (DMR) for the subject facility revealed the violation(s)
indicated below:
Limit Exceedance Violation(s):
Sample
Location Parameter
Limit Reported
Date Value Value Type of Violation
001 Effluent BOD, 5-Day (20 Deg. C) - 7/22/2017 7.5 9 Weekly Average Exceeded
Concentration (C0310)
A Notice of Violation/Intent to Issue Civil Penalty is being issued for the noted violation of North Carolina General
Statute (G.S.) 143-215.1 and the facility's NPDES WW Permit. Pursuant to G.S. 143-215.6A, a civil penalty of
not more than twenty-five thousand dollars ($25,000.00) may be assessed against any person who violates or
fails to act in accordance with the terms, conditions, or requirements of any permit issued pursuant to G.S.
143-215.1.
If you wish to provide additional information regarding the noted violation, request technical assistance, or
discuss overall compliance please respond in writing within ten (10) business days after receipt of this Notice. A
review of your response will be considered along with any information provided on the submitted Monitoring
Report(s). You will then be notified of any civil penalties that may be assessed regarding the violations. If no
response is received in this Office within the 30-day period, a civil penalty assessment may be
prepared.
State of North Carolina I Environmental Quality I Water Resources
1628 Mail Service Center, Raleigh, NC 27699-1628
919-791-4200
a
0
Remedial actions should have already been taken to correct this problem and prevent further occurrences in the
future. The Division of Water Resources may pursue enforcement action for this and any additional violations of
State law. If the violations are of a continuing nature, not related to operation and/or maintenance problems,
and you anticipate remedial construction activities, then you may wish to consider applying for a Special Order by
Consent.
Reminder: Pursuant to Permit Condition 6 in Section E, the Permittee is required to verbally notify the Regional
Office as soon as possible, not to exceed 24 hours, from first knowledge of any non-compliance at
the facility including limit violations, bypasses of, or failure of a treatment unit. A written report may
be required within 5 days if directed by Division staff. Prior notice should be given for anticipated or
potential problems due to planned maintenance activities, taking units off-line, etc.
If you have any questions concerning this matter or to apply for an SOC, pleas contact Mitchell Hayes of the
Raleigh Regional Office at 919-791-4200.
ncer ly,
Danny Smith, egional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
Cc: WQS Raleigh Regional Office - Enforcement File
NPDES Compliance/Enforcement Unit - Enforcement File
Stale of North Carolina I Environmental Quality I Water Resources
1628 Mail Service Center, Raleigh, NC 27099-1628
919-791-4200
74-Pe'T
�prrr�'+ i.-f)8. Dq, 90i3
DENR/DWQ
FACT SHEET FOR NPDES PERMIT RENEWAL DEVELOPMENT
NPDES No. NCO020389
Facility Information
Applicant/Facility Name:
Town of Benson WWTP
Applicant Address:
P.O. Box 69; Benson, North Carolina 27504
Facility Address:
770 Hannah Creek Road; Four Oaks, North Carolina 27524
Permitted Flow
1.9 MGD
Type of Waste:
domestic/industrial with pretreatment program
Facility/Permit Status:
Class IV /Active; Renewal
County:
Johnston County
Miscellaneous
Receiving Stream:
Hannah Creek
Stream Classification:
C, NSW
Subbasin:
03-04-04
Index No.
27-52-6
Drama e Area mi :
10.5
303 d Listed?
Yes
Summer 7 10 cfs
0
Regional Office:
Raleigh
Winter 7Q10 (cfs):
0.12
State Grid / USGS
Quad:
F24NE Benson, NC
30Q2 (cfs)
0.25
Permit Writer:
Sergei Chemikov,
Ph.D.
Average Flow cfs :
12.0
1 Date:
05/20/2013
IWC C/o):
100%
BACKGROUND
The Town of Benson operates a 1.9 MGD wastewater treatment system, that serves Benson,
population 3,311, and the surrounding community. There is one major non -categorical industrial
discharger, PGI Nonwoven, that utilizes 33% of the existing treatment capacity, a pretreatment
program is in place. The permit will continue to require the Town to implement its pretreatment
program.
The Benson Plant discharges treated domestic/industrial wastewater to Hannah Creek, a class C
Nutrient Sensitive Water (NSW) water in the Neuse River Basin. This portion of Hannah Creek
thatreceives the Benson facility discharge is impairedfor low oxygen, biological integrity, and low
pH.
A permit modification for 1.9 MGD was approved and issued in January 2006 with a new 50%
reduced compliance limit for ammonia nitrogen and with no increase in total pounds of annual total
nitrogen discharge. The ammonia as nitrogen limits meet water quality standards butwere reduced to
sustain the total oxygen consumption loading at a level less than the 1.5 MGD oxygen consumption
loading capacity. The Authorization to Construct the 1.9 MGD expansion was issued September
2006 and provided advance technology to improve nutrient reduction and other increased capacity
treatment processes. The NPDES renewal application requested a renewal permit for thel.9 MGD
capacity.The signed Engineering Certificate for the 1.9 MGD capacity has been received.
Hannah Creek is impaired, an ambient station was installed upstream of the Benson facility.
Subsequent intream (2008 report) studies have shown the oxygen impairmentand fecal coliform
variation in Hannah Creek were from other sources not the Benson treatment facility. The DMR
data indicates no reported effluent dissolved oxygen levels below the water quality minimum
standard.
Fact Sheet
NPDES NC0020389
Page 1 of 5
The treatment process uses a bar screen, a grit chamber, and threeextended oxidation ditches to
provide aerobic and anaerobic zones for nutrient reduction. Two lagoons serve as a equalization
basin. The wastewater exists the ditches, goes through a clarifier system, and then through a final
tertiary filter. The filtered water is chlorinated, dechlorinated, aerated, and then discharged. A third
lagoon is used to separate and store sludge.
The permittee has an approved sludge management plan. The facility has a permit to irrigate local
sport fields with designated reuse water. The Pemuttee plans on adding other reuse water
opportunities.
Water Quality Considerations - Nitrogen
The Environmental Management Commission adopted Nutrient Management Strategy rules in
December 1997, classifying the entire Neuse River Basin as Nutrient Sensitive Waters. The point
source rule (T15A NCAC 2B .0234) sets Total Nitrogen (N) discharge limits for all point source
dischargers larger than 0.5 MGD. The nitrogen allocation for this permit is based on the Neuse
River Nutrient TMDL. The individual nitrogen allocations for the facilities in the Neuse River
Watershed are defined in NCC000001.
The rule also allows dischargers to form a group compliance association and work together to
reduce nitrogen; this option allows the association members added flexibility in controlling nitrogen
discharges. At the same time, the association is subject to a group NPDES permit ensuring that the
association and its individual members are accountable if they exceed the applicable nitrogen limits.
Under the rule, there are three types of TN limit in the Neuse:
1. the individual limits in the dischargers' individual permits,
2. the aggregate limit in an association's group NPDES permit, and
3. the individual allocations/limits for each Association member, also in that association
permit.
A discharger may be subject to the first type of limit, or to the second and third, but never to all
three at the same time. The discharger is first subject to the TN limit (f any) in its individual
NPDES permit If becomes a co-pemrittee to a compliance association's group NPDES permit, it is
then governed by the TN limits in that permit. If the association complies with its group TN limit in
a given year, all members are deemed to be in compliance with their individual allocations/ limits in
the group permit If the association exceeds its limit, the members then become subject to their
individual allocations/ limits as well.
Regardless of which permit governs a TN discharge, allocations/ limits will likely change over time
as the dischargers purchase, sell, trade, lease, or otherwise transfer nitrogen allocations. The Division
will modify the affected permits as necessary to ensure that the limits are kept up to date and reflect
any such transactions.
VIOLATIONS 2008-2013
There was one permit violation:
• BOD limit exceeded on 10/30/2010.
PERMITTING STRATEGY
Reasonable Potential Analysis (RPA)
The Division conducted EPA -recommended analyses to determine the reasonable potential for Cr,
Cu, Hg, Ni, and Zn to be discharged by this facility, based on DMR data (please see attached).
Fact Sheet
NPDES NC0020389
Page 2 of 5
i i
Chromium, mercury, ana nickel snowed no trasonable potential toceea prevailing water quality
standards. Therefore, the limit and monitoring for mercury will be removed, the monitoring for
chromium will be removed and monitoring for nickel will be reduced to quarterly.
Copper and Zinc demonstrated a Reasonable Potential to violate the state water quality standard.
The limits for these parameters were not added to the permit because these are the action level
standards as defined in 15A NCAC 02B .0211(4).
Whole Effluent Toxicity
The permit requires quarterly chronic toxicity testing using ceriodapbniadubia, at 90% effluent
concentration. The facility has been consistently passing the toxicity test during the last permit cycle.
Instream Data
The Permittee joined the Lower Neuse Basin Association in 2004. The Association is responsible
for all instream monitoring for its members. As a result the Permittee requested and was granted a
wavier for instream monitoring. A modified permit was issued in 2004 reflecting the wavier
condition. Will continue the same wavier condition in this permit.
Ammonia as Nitrogen (NH, -I,
During the current permit cycle no violations occurred. Ammonia as nitrogen is a primary toxicant
parameter and oxygen consumer. The 1.9 MGD ammonia as nitrogen limits were established to
setthe oxygen consumption loading to be the same as the 1.5 MGD oxygen consumption loading.
The monitoring /limits will continue.
The ammonia limits in the permit are based on the Ammonia Toxicity Policy, the Division uses
ammonia criteria that were developed by EPA: 1 mg/L - summer; 1.8 mg/L — winter. Please see
attached spreadsheet for the calculations.
Total Phosphorus (TPl
During the current permit cycle no violations occurred. TP is a nutrient of concern and is limited by
the nutrient rules, the TP monitoring/limit will continue. The Town's 2.0 mg/L Total Phosphorus
limit is carried forward in the new permit. It is a quarterly average limit to conform with the new
rule. Total Phosphorus limits are based on the Neuse River Nutrient TMDL and established in 15A
NCAC 2B .0234(6)(b).
Merg=
The mercury evaluation was conducted in accordance with the Permitting Guidelines for Statewide
Mercury TMDL.
Year
2008
2009
2010
2011
2012
Annual average
0.62
1.43
1.80
1.33
1.14
concentration n /L
Maximum sampling
2.7
6.7
7.8
7.9
5.2
result n /L
WQBEL allowable concentration for this facility is 12 ng/L. All Annual average mercury
concentrations are below allowable and below TBEL of 47 ng/L. Based on the Permitting
Guidelines for Statewide Mercury TMDL, the limits and monitoring for mercury will be deleted
from the permit. The facility will be monitoring mercury through 3 Priority Pollutant Analysis.
Fact Sheet
NPDES NCO020389
Page 3 of 5
•
TN Load
The permit includes nutrient limits consistent with the Nutrient Management Strategy rule (T15A
NCAC 2B .234). Under the new rule the Permittee receiveda TN Load limit of 33,790 lb/yr, a
calendar year. Effective January 1, 2009 the Permittee was granted approval to sell 720 lb/yr to
Johnston County and reduced its TN Load limit to 33,070 lb/yr, a calendar year. The Permittee is a
member of the Neuse River Compliance Association at this time. So long as it remains a co-
pemrittee member, it is deemed to be in compliance with the TNLoad limit in this permit, and its
TN Load discharge is governed instead by the Association group NPDES permit, issued December
30, 2002.
Lagoon Freeboard Height Requirement
The lagoon freeboard height is a narrative safety limit established for this facility. The same special
condition will continue for all three lagoons.
Total Nitrogen Allocations
A summary of the Permittee annual TN Load allocation including any adjustments to sales or
purchases of TN Load were listed. Further details on the applicable transport factor and impact to
the Neuse River estuary were also included.
SUMMARY OF PROPOSED CHANGES
• A Mercury Minimization Plan Special Condition was added to the permit (Please see A. (8)).
The Special Condition was added to implement a Statewide Mercury TMDL.
• Limit for Hg has been eliminated from the permit and monitoring has been removed based on
the Permitting Guidelines for Statewide Mercury TMDL. However, the monitoring for Hg will
continue through Priority Pollutant Analysis.
• Monitoring for Cr has been eliminated from the permit based on the statistical analysis of the
effluent data.
• Monitoring for Ni, Cu, and Zn has been reduced to quarterly based on the statistical analysis of
the effluent data.
PERMIT LIMITS
• BOD limits in the permit are based on the water quality model.
• TSS limits in the permit are based on the requirements of the 40 CFR 133.102.
• Ammonia limits in the permit are based on the Ammonia Toxicity Policy, the Division uses
ammonia criteria that were developed by EPA: 1 mg/L - summer; 1.8 mg/L — winter. Please
see attached spreadsheet for the calculations.
• DO limit in the permit is based on the water quality model.
• Fecal coliform limits in the permit are based on the November 30, 2007 revisions to the
North Carolina water quality standards [15A NCAC 2B .0200].
• TRC limit in the permit is based on the North Carolina water quality standards [15A NCAC
2B .0200].
• Total Nitrogen load is established in accordance with the Nutrient Management Strategy rule
(T15A NCAC 2B .234). Under the new rule the Permittee received a IN Load limit of
33,0701b/yr, a calendar year.
• Total Phosphorus limits are based on the Neuse River Nutrient TMDL and established in
15A NCAC 2B .0234(6)(b).
• pH limits limit in the permit are based on the North Carolina water quality standards [15A
NCAC 2B .0200].
Fact Sheet
NPDES NC0020389
Page 4 of 5
SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice: June 5, 2013
Permit Scheduled to Issue: August 1, 2013
NPDES DIVISION CONTACT
If you have questions regarding any of the above information or on the attached permit, please
contact Sergei Chemikov at (919) 807-6393 or email sergei.chernikov@ncdenr.gov.
CHANGES IN THE FINAL PERMIT
A Mercury Minimization Plan Special Condition has been eliminated from the permit based on the
updated Permitting Guidelines for Statewide Mercury TMDL.
Fact Sheet
NPDES NC0020389
Page 5 of 5
North Carolil )epartment of Environment d Natural Resources
DWR
Dlvlslon of Water Resources
NC DENR Raleigh Regional Office
WWTP Upset, Spill, or Bypass 5-Day Reporting Form
(Please Print or Type Use Attachments if Needed)
Permittee: Town of Benson Permit Number: tie O o,O 3 s9
Facility Name: _Benson Wastewater Plant County: _Johnston_
Incident Started: Date: 10/9/2016 Time: 8:OOam
Incident Ended: Date: 10/13/2016 Time: 7:30am
Level of Treatment:
_x_None _Primary Treatment _Secondary Treatment _Chlorination/Disinfection Only
Estimated Volume of Spill/Bypass: _3 Million gallons (must be given even if it is a rough
estimate)
Did the Spill/Bypass reach the Surface Waters? _x_Yes No
If yes, please list the following:
Volume Reaching Surface Waters: _3 Million gallons Surface Water Name: Hannah
Creek
Did the Spill/Bypass result in a Fish Kill? _Yes _x_No
Was WWTP compliant with permit requirements? Yes _x_No
Were samples taken during event? X Yes No
Source of the Upset/Spill/Bypass (Location or Treatment Unit):
Hurricane Matthew dumped approximately 16 inches of rain on the area. As a result, major parts of the towns
collections system was under water. Hannah Creek also flowed over its banks and completely flooded the
entire waste water plant and caused the equalization ponds to fill and run over.
Cause or Reason for the Upset/Spill/Bypass:
Storm water from Hurricane Matthew that entered the collection system and flooding from Hannah Creek
caused the entire wastewater plant to go underwater. The oxidation ditches showed signs that solids ran out
onto the ground as well as the clarifiers. Equalization pond #2 had the top of a man hole cone break off due
to the hydraulic pressure from the pond. With all of the flooding the microorganisms are severely diluted. On
Saturday Oct.8 we had a daily total of 5 mgd go through the plant.
Describe the Repairs Made or Actions Taken:
We will have to replace the top of the cone on the manhole
Spill/Bypass Reporting Form (August 2014)
WWTP Upset, Spill, ypass 5-Day Reporting Form
Page 2
Action Taken to Contain Spill Clean Ug and Remediate the Site (i
We are spreading lime to the affected area and are cleaning up any
so much water and debris in the affected area
we can get to but is difficult due to
Additional Comments About the Event
Before the storm hit we had 3 feet of freeboard on the ponds and would have easily held the 4 to 6 inched of
rain we were predicted to have. However, it is my belief that even if the ponds were empty we would not have
been able to held this much water. We had over 5 million gallons go through the plant on Saturday 10/8/2016
and the entire plant was under water at one point.
24-Hour Report Made to: Division of Water Resources _x_ Emergency Management _
Contact Name: Jerry Remmer Date: 10/9/2016 Time: 1:16pm
Other Agencies Notified (Health Dept., etc.): _EPA came out for an onsite inspection of the plant due
to all of the flooding_
Person Reporting Event: David Paul Allen_ Phone Number: 919-464-8766
Did DWR Request an Additional Written Report? _Yes _x_No
If Yes, What Additional Information is Needed:
Spill/Bypass Reporting Form (August 2014)
United States Environmental Protection Agency
Form Approved.
EPA Washington, O.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCs)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fee Type
1 IN i 2 15 i 3 I NCO020389 I11 121 18/10/12 17 18' R I 19 ICI 20I I
211111111111111111111I11111111111 1111111111L_I�6
Inspection Work Days Facility Self -Monitoring Evaluation Rating 137 CAReserve
671 I 70Lj 71 Ll72 �73174 75II I I I 80
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also indude
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
01:30PM 16/10/12
13/09/01
Benson WWfP
Exit Time/Dale
Permit Expiration Dale
770 Hannah Creek Rd
02:SOPM 16/10/12
18/04/30
Benson NC 27504
Names) of Onsite Represenwtive(s)/Titles(s)/Phone and Fax Numbers)
Other Facility Data
David Paul AIIen/ORC/919-8942373/
Name, Address of Responsible OfficialrNBe/Phone and Fax Number
Contacted
Keith Ryker LangdogPO Box 69 Benson NC 275040069/Town No
Manager/919-8944953/9198941283
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Flow Measurement 0 Operations & Maintenance M Facility Site Review 0 Storm Water
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Names) and Signatures) of Inspeotor(s) Agency/Office/Phone and Fax Numbers Date
Jerry Rimmer RRO GW///
Signature of Management O A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#
NPDES yr/molday Inspection Type
31 N00020389 12 16/10/12 17 18 J R 1
(Cont.)
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Staff of Division of Water Resources (DWR), Raleigh Regional Office (RRO)accompanied by Scott
English of US Corp. of Engineers and Louis Salyvero of Region IV US -EPA visited the Benson
Wastewater Treatment facility October 12, 2016. The purpose of the visit was to evaluate impact of
flooding from Hurricane Matthew which inundated the entire facility at Benson.
Paul Allen assisted with this inspection. He stated that water was flowing over 140 down into the
treatment facility. The influent/barscreen and grit chamber and the final filters and one new clarifier did
not apparently flood, but the influent meter area, the treatment ditches, 3 clarifiers and the two
equalization basins were fully submerged. Benson staff shut the units down and left the facility at
11:30 am Saturday, Oct. 8 as flood water began to cover the plant. Staff returned 9:00 am Sunday,
October 9 morning. Floods overtopped most of equipment and was two feet above top of EQ lagoons.
Automatic sampler was lost and a spare is in place. Effluent sampler is intact. A dumpster for clarifier
scum, etc. washed to fenceline west of lagoons and was retrieved. A sump pump in the filter drain
area shorted out and will be replaced.
Two rotors were restarted Tuesday, Oct. 11 and appear to operate property. Will by-pass filters until all
valves are repaired and flows return to within design levels to allow proper functioning. #1 Clarifier rake
is not properly functioning and will be repaired. Manhole #2 on lagoon bank prior to pump station to
return EQ volume washed out and prevented the pressure building up and saved the lagoon banks as
no erosion was noted on the lagoons. Still overflowing to creek. Two inlet sewer lines were
undamaged. Flows were above capability of meter during flood period (over 7.3MGD), but were at
1.94MGD at time of inspection. Plant area was cleaned up and lime applied where wastewater flowed.
Benson collections system had one lift station totally flooded and 3 submerged during the event. All are
working now.
ORC reported that overflow from lagoons ceased Thursday morning (10/13/16) and seed from Clayton
WWTP was received Friday, October 14. System is fully running Friday and is recovering adequately.
Page*
Permit: NCO020389 Owner -Facility: Benson WWTP
Inspection Data: 10/1212016 Inspection Type: Reconnaissance
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? 0 ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable ❑ ❑ ❑ N
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: Facility was inundated by Hurricane Matthew Rains. All equipment appears to be operable.
They lost automatic sampler at influent and are using back-up unit Flows are drooping and
were 1.94 MGD at time of inspection Operators are cleaning up and checking all electrical
connections and starting up equipment as inspected and verified that it is operable
Page# 3
Aug.13.2016 10:59AM
No.0401 P. 1
Fax
8/23/2016
.......... _. _ ............. _... ... _... _... .... ... ..............
From: Paul Allen
Phone: 919-894-2373
Fax 919-894-5808
Company Name: Town of Benson WWTP
To:
Raleigh
Phone:
919-571-4718
Fax:
919-791-4200
Company Name:
WPCSOCC
Comments:
'i eA 141
AUG 2 3 2016
• UENR Raleigh Regional Office
Faxed copy of ORC/Back up ORC designation form For the Town of Benson WWTP if you have any further
questions you may contact Paul Allen at the contact Information listed above
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Aug,23.2016 10 59AM
WATER POLLUTIO
No.0401 P. 2
)NTROL SYSTEM OPERATOR DESIG"' -TION FORM (WPCSOCC)
NCAC 15A 8G .0201
Press TAB to enter information
Permittee Owner/Officer Name: Matthew R Zapp
Mailing Address: 303 East Church Street Phone: 919-894-3553
City: Benson State: NC Zip: 27504
Email Address:
Signature:
Facility Name: Town of Benson W W I V
County: Johnston
Permit # NCO020389
YOU MUST SUBMIT A SEPARATE FORM FOR EACH TYPE AND CLASSIFICATION OF SYSTEM:
Type: WW
Grade: IV
OPERATOR IN RESPONSIBLE CHARGE (ORC)
Print Full Name. David Paul Allen Work Phone: 919-894-2373
Certificate Type: WW ED Certificate Grade: IV Q Certificate m 1000638
Email Address:
Signature: - \� ) C "or Date:
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in ISA NCAC 086 .0204 and foiling to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP ORC
Print Full Name: Steve Procter Work Phone:919-894-2373
Certificate Type: WW Q Certificate Grade: IV 0 Certificate #:26527
Email address: sproc.tAer@townofbe/n�son.com
Signature: �X� Ca„ Date:
"I certify that 1 agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth In 1SA NCAC 08G.0204 and failing to do so can result In
Disciplinary Actions by the Water Pollution Control System Operators Certlfkatlon Commission."
Mail, fax or email WPCSOCC, 1618 Mail Service Center, Fax: 919-715-2726 Email: tertadmin@ncdenr.gov
ORIGINALto: Raleigh, NC 27699-1618
Mail or Fax Asheville
a COPY to: 2090 US Hwy 70
Swannanoa, NC 28778
Fax:828-299-7043
Phone;828-296.4500
Washington
943 Washington Sq. Mall
Washington, NC 27889
Fax:252-946-9215
Phone:252-946-6481
Fayetteville
225 Green St., Suite 714
Fayetteville, NC 28301.5043
Fax:910-486-0707
Phone:910-433-3100
Wilmington
127 Cardinal Dr.
Wilmington, NC 28405-2945
Fax:910-350-2004
Phone:910-796.7215
Mooresville
Raleigh
610 E. Center Ave., Suite 301
3900 Barrett Dr.
Mooresville, NC 2811S
Raleigh, NC 27609
Fax:704-663-6040
Fax:919-S71-4718
Phone:704-663-1699
Phone:919-791-4200
winston4alem
45 W. Hanes Mall Rd.
Winston-Salem, NC 27105
Fax:336-776.9797
Phone:336-776-9800 PbVMW4,2016
WoterResources
BNwW WRMK W4LItt
Certified Mail # 7014 3490 00018821 2907
Return Receipt Reauested
Matthew Zapp, Manager Town
Town of Benson
PO Box 69
Benson, NC 27504-0069
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2016-LV-0407
Permit No. NCO020389
Benson WWTP
Johnston County
PAT MCCRORY
w D NALD R. VAN DER VAART
S�
S. JAY ZIMMERMAN
Dvamr
July 19, 2016
Dear Mr. Zapp:
A review of the May 2016 Discharge Monitoring Report (DMR) for the subject facility revealed the violation
indicated below:
Limit Exceedance Violationlsl:
Sample Limit Reported
Location Parameter Date Value Value Type of Violation
001 Effluent BOD, 5-Day (20 Deg. C) - 5/7/2016 7.5 8.48 Weekly Average Exceeded
Concentration (C0310)
Remedial actions, if not already implemented, should be taken to correct any noted problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of a
continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent (SOC).
If you have any questions concerning this matter or to apply for an SOC, please contact Mitchell Hayes of the
Raleigh Regional Office at 919-791-4200.
Sincere
U a�� 1.
L anny Smit , Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
Cc: WQS Raleigh Regional Office - Enforcement File
NPDES Compliance/Enforcement Unit - Enforcement File
State of North Carolina I Environmental Quality I Water Resources
1628 Mail Service Center, Raleigh, NC 27699-1628
919-791-4200
i
2016 8;13AW r
MAYOR
WILLIAM W. MASSENGILL, JR.
MAYOR PRO•TEM
FREDERICK D. NELSON, JR,
COMMISSIONER
WILL T. CHANDLER
JOHN R. BONNER
CASANDRA P. STACK
JERRY M. MEDLIN
DR. R. MAX RAYNOR
TOWN OF BENSON
P.O. BOX 69
303 EAST CHURCH STREET
BENSON, NG 27504
(919)894-3553
FAX (919) 894-1203
www.townolbenaon.c m
TOWN MANAGER
MATTHEN R.'APF )
TOWN CLERK ! 1
CONNIE A! SORRELL 1
INTERIM FiWNCE OFFICIFR
KIMBERL`" 7 I-I^KF- r
i
TOWN AY"ORNE'Y
Fax Cover Sheet:
To: Sam Knies:
From: Martin Morris
In voices from the sludge hauling that was conducted h, r
Town of Benson
Jan. 7, 2016 6:14AM
Invoice
IMFGiIIEnvi
ronmenta
l Systems
Paox 61bB
Hlb, NC 28444EG'L32-2639,hone, . The compost peopleliFix: 910-632.2542
A
Benson, Town of(Dewatering)
Attn: M.Morris PO#2015-0567 Code t0 Acct 6
'770 Hannah Creek Rd
Four Oaks, NC27524 rma Net30
Mail Payments To: Post Office Box 890458 Charlotte, NC 28289-0458
F mvpd 7'2Wl5
fFACCOO
--!226 - •
DATE
TIdKE?
Truck
- Brit."
DEBCkIt'TION
djIANTIi'y AaidtlilY
06/02/15
1M0367380
MC-JJ
97193
50YDDswaterTrailer
IN 400.00
06/02/15
10-00367380
MC-JJ
07193
Labor Perbay1HrNNk/
6.00 450.00
06/02116
10-00367380
MC-JJ
97193
Sludge- Biosolids
12.64 I 442.40
06/02/15
10-00367380
MC-JJ
97193
Transportation
1,DC 250.00
06/03/15
10-00367416
MC -RR
97539
50YD Dewater Trailer
1.00 400.00
06/03/15
10-00367416
MC -RR
97539
Labor Per Day/HrNVk/
6.00 45C.00
00/03/16
10-00367416
MC -RR
97639
Sludge - Biosolids
13.76 481.60
06/03/15
10.00367416
MC -RR
97539
Transportation
1.00 250,00
06/05/15
10-00367511
MC -RR
97667
60YDDewaterTrailer
1,00 400.00
06/06/15
10-00367511
MC -RR
9756
Labor Per Day/HrAVk/
6.00 411,11
1 06/05/15
10-00367511
i
MC-RIR
?Il QQ
976
Sludge - Bidsolids
15.56 544.60
06/05/15
10-00307611
MC -RR
�! 976�
Transportation
1,00 �250.00
06105/15
10.00367514
MC -RR
97 Q
Drop Box/Trlr/Lc d
1,00 ' $0 00
06/09/15
10-00367796
MC-CRB
975�$
50YDDewaterTraiter
0.00
06/09/15
10-00367796
MC-CRB
97593
Labor Per tlati/Hr/VVk/
J1.0C
00 5.001
06/09/15
10-00387796
MC CRB
97593
Sludge - Biosolids
1 .6t 47.85'1
06/09/15
10-00367796
MC-CRB
97593
Transportation
1.00 250.00
06/10/15
10-00367797
MC-DLH
97702
50YD Dewater Trailer
1.00 400,00
06/10/15
10-00367797
MC-DLH
97702
Labor Per Day/HrNVk/
5.00 375.00
06/10/16
10-00367797
MC-DLH
97702
Polymer
5,00 90.00
06/10/15
10-00367797
MC-DLH
97702
Sludge - Biosolids
13.22 462,70
06/10/15
10-00367797
MC-DLH
97702
Transportation
1.00 250.00
06/15/15
10-00367798
MC-JJ
97680
Drop Box/Trlr/Load
1.00 250.00
06/18/15
10-00367888
MC -RR
97891
Sludge - Biosolids
12.94 452.90
MUM
10.00367888
MC -RR
97891
Transportation
1.00 250,00
06/22/15
10-00367947
MC -RR
97900
Sludge - Biosolids
12.05 1 421.75
06/22/15
10-00367947
MC -RR
97900
Transportation
1.0C 250.06
06/24/15
10-00368051
MC-JJ
97849
Sludge - Biosolids
11.88 415,80
00124/15
10-00368051
MC-JJ
97849
Transportation
1,00 250.00
0626/15
10-00368105
MC -RR
98081
Drop BoxITdr/Load
100 250.00
06/26/15
10-00368106
MC -RR
98085
Sludge - Bigsolids
19.05 666.75
06/26115
10-00368106
MC -RR
98085
Transportation
1.00 250,00
06130/15
1M03681so
T.FLOYD
Labor Fargay/Hr/Wk/
1,00 184.00
06/30/15
10-00368257
Fuel Surcharge
1.00 94.32
1�
ti
!
Invoice Total $12;164.67
On tho web at www.megllleomppst.com
ILLMcGill Environmental Systems
PO Box 81
Harrells, NC 28444
MEGPhone:910-632.2639
The Compost people® Fax: 910-532-2642
Y "DD�Y
� W
Four Oaks, NC 27524 Terms Nat 30
I
1 �I,
Mall PaYini Jtq(tt 4*40 P�X 890458 Chahotte,'INC 2e28e-a4a9
Benson, Town of (Dewatering)
Attn: M.Morris PO*2016-0014
770 Hannah Creek Rd
Invoice
F'; illrad 8 (42015
DhSe
TICKET
Tmel _
-'-DE i P I
QUANTITY AMQWT-
07/14115
10-00368562
MC -AD
Drop BoxfTdr/Load
1.00 � , 0.00
07115/15
10-00368785
EXCAVATOR'
Dewatering'Equipment
1.00 60.00
07115/15
10-00368786
CONTAINERS
Dewatering Equipment
1.00 1000.00
07/16/15
10-00368616
MC -AD
98426
Drop Box/T11r/Load
1.00 , 50.00
07/17/16
10-00368678
MC -AD
98431
Sludge - Biosolids
5.38 188.65
07/17/15
10-00368678
MC -AD
90431
Transportation
1.00 250.00
07/17/15
10-00368671)
MC -AD
98432
Drop Box/Trlr/Load
1.00 250.00
07/20/15
20-00386034
MGFBS
MO 90682
Drop Box/Trir/Load
1.00 j 250.00
07/21115
10-00368741
MC -AD
98501
Sludge - Biosolids
5.99 209.65
07/21/15
10-00368741
MC -AD
98501
Transportation
10G 250.00
07/22/15
10-00368747
MC-DLH
98414
Sludge - Biosolids
8.51 797.85
07/22/15
10-00368747
MC-DLH
98414
Transportation
1.00 250.00
07/22/16
10-00368748
MC-DLH
98415
Sludge - Biosolids
790 255.50
07/22/15
10-00368748
MC-DLH
98415
Transportation
'..00 250,00
07/22/15
10-00368749
MC-CRB
98469
Sludge - Biosolids
19,26 674.10
07/22/15
10-00368749
MC-CRB
98469
Transportation
1.00 250.00
07123/15
10-00368788
Polymer
55.00 990,00
07/24/16
10-00368824
MC -RR
98642
Drop Box/Trlr/Load
1.00 250.00
0727/15
10-00368879
MC -RR
I 98848
50YD Dewater Trailer
100 400.00
107127115
10-00368879
MC Rj�
"BeLabor
Per Day/H(,NW
6.00 450.00
07/27/15
10-00308879
MG.Rj
i y96
Sludge Bigsjlidg
15.10 528.50
07/27/15
10-00388879
MC-R
96
Transportatioqq j
1�.00 250.00
07128/15
10-00368903
MC -RR
{I
r. 986
50YD De 0 Tr9flor
1'.00 4W.00
0728/15
10-00368903
MC -RR
9864Q
Labor Per Qpyll-fffM
5'.00 3X5.00
0728115
10-00368903
MC -RR
98640
Polymer
U0 144.00
07/28/15
10-00368903
MC -RR
98648
Sludge - Biosolids
15,64 543.90
07/28115
10-00308903
MC -RR
98848
Transportation
1.00 250.00
07/30/15
10-00368936
MC -RR
96654
50YD Dewaar Trailer
1.0C: 1100.0D
07/30/15
10-00368936
MC -RR
98654
Labor Per Day/HrNVk/
4.00 300.00
07/30/15
10-00368936
MC -RR
98654
Polymer
6.00 106.00
07130/15
10-00368936
MC -RR
98654
Sludge - Biosolids
18.78 657.30
07/30/15
10-00368936
MC -RR
98654
Transportation
1.00 250.00
07/31/15
10-00369022
MANAGEMENT
Labor Per Day/HrAW
1.00 1000.00
07/31/15
10-00369029
Fuel Surcharge
100 76.64
Invoice To"ai $15,249.09II
On the web of www.mcgillcompost.com
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Jan. i, 2016 8:16AM,
TOrrf� yr 66,430N
I I' OST OFFICE BOX 69
I03 E CHURCH ST
t I I qENSON,NC 27604 I f
II 119-894-3553
Ship To:
WASTEWATER 111111 I P
770 HANNAH CREEK RD °'
FOUR OAKS NC 27524
Pdiuiaism v e
13CC14
POType: Regular
PO''Date: 7/08/2(1 E
Req. #:
Req.Date: 7/0812('�'i
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Ordering Unit:
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Vendor#:3816
MCGILL ENVIRONMENTAL
SYSTEMS
P O BOX 090458
CHARLOTTE NC 282890458
Onty. Unit Mfg # Description Unit Price
1.0000 FA REMOVE 400 TONS OF SLUDGE 50,000.00
Fund/ACct 30 8220.7600 SLUDGE DISPOSAL 50,000.00
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OFFICE COPY
Date
Jan. 7.2016 8:17AM
DEPARTMENT:
REQUESTER:
QUANTITY
2REQUEST
VENDOR/DESCRIPTION COST
r"81I1s -Yo Remove 50/000
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���"'� SI�PyQ GAyoon
PURCHASE ORDER#
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TOTAL COST OF PURCHASE ORDER: # 000 J
DIRECTOR APPROVAL: '
TOWN MANAGERAPPROVAL:—
Manager limit is $5000
This instrument has been preaudited in the manner required by
the Local Government Budget & F ca RoolAct,
FINANCEDIRECTOR�
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Subject: RE: henson quote
I
From: Orlon Kelleher <bkelleher@mcplk:ompostcom>
Date: Thu, Jul 02, 2015 9:35 am
To: Paul Allen<pallen@townofbenson,com>
Paul, for the $500001 can remove 400 tons.
Do you need a formal quote or will this email do?
Brian Kelleher
Industrial SerAces Manager
McGill Environmental Systems
910-282-7435
www.mcgillcompost.com
-------Original message—
From: Paul Alen <pallen(�townotbe so , > f
Date: 2910612015 12:58PM(✓;MT-05i60). '
To: Brian Kelleher <bkelleher@mcgillcomptistcom>I i
t
Subject: Re: bens on quote '
i
That sounds good we will have $50,000 to playwith in July
Sentfrom myiPhone
Paul Alen
Benson WWfP Chief Operator
On Jun 29, 2015, at 9:53 AM, Brian Kelleher <bkelleher mcail1compos com> wrote
Paul, I have pulled over the 350 ton made
we will plan to come back In mid Julyto keep going.
Once you have your final $ amount letme know and I will send you updated quote
Brian Kelleher
Industrial Ser'Aces Nlanaoer
McGill Environmental Systems 'i t
910-282-7435I��
www.mcailicombost.com I
I I
-- Original message -- `
From: Paul Alen <nallend ownolbenson.com>
Date: 17/06/20155:51 PM(OMT-05:00)
To: Brian Kelleher <bkelleheramcolllcomoast com>
Subject: Re: behson quote
i
Brian, I spoke to the town manager today, the ne)d board meetings main topic is the budget and shocid know
how much moneywe will haw for sludge disposal and will be able td give you a po# July tat, as of It is
afternoon we had gotten the dollar amount up to $50,000 that maychange bulwlll letyuu know once the
budgethas passed
Sent from my [Phone
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Mc0111 Environmental Systems
PO BOx 81
Harrells, NC 28444
Phone 910-532-2539
The Compost people® Fax: 910-532-2642
E!, Benson, Town of (Dewatering)
Attn: M.Morrls PO#2016-0014
770 Hannah Creek Rd
Four Oaks, NC 27524 terms Nst30
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DATA
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Im!o12rs Number
^<56^5
MOUNT DU! AMOUNT PAID
$ 29,138.98 3
ACQO'.._
410,76
DATE
TICKET
Trn
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IP 0,
pUANT17Y
AM
T'
08/05/15
10.00369127
MC -MOM j
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8
50YDDeW t Tailer!
-
1.00 0, Q
08/05/15
10-00369127
MC Mbm
987
Labor Per a /H /Wk/
4 00
08/05/15
10-00369127
MC-MDM
9876?1
Sludge - Biosolids
08/05/15
10.00369127
MC-MDM
9876'1
Transportation
1.0p 0.04
08106/15
10-00369148
MC -RR
98779
50YD Dewiter Trailer
1.00 00.00'
08/06/16
10-00369140
MC -RR
98779
Labor Per Gay/Hr/W /
5.00 375.00
08/06/15
10-00369148
MC -RR
98779
Polymer ,
8.00 144.00
08/06/15
10-00369148
MC -RR
96779
Sludge - Biosolids
15.46 541.10
08/06/15
10-0036914a
MC -RR
98779
Transportation
1.00 ' 50,00
08/07/16
10-00369178
MC -RR
98783
50YDDewaterTrailer
1,60 400,00
08/07/15
10-00369178
MC -RR
98783
Labor Per 4ay/HrIWk/
4.0J 300.00
08/07/15
10-00369178
MC -RR
98783
Polymer
8.00 144.00
08/07/16
10-00369178
MC -RR
98783
Sludge - Biosolids
14,91 521.85
08/07/15
10-00369178
MC -RR
98783
Transportation
1 on 250.00
00110/15
10-00369212
MC -RR
98785
50YD Dewater Trailer
1.00 400.00
08/10/15
10-00369212
MC -RR
98785
Labor Per qay/HrNVk/
4.V 300.00
08/10/15
10-00369212
MC -RR
98785
Polymer
eon 144.00
08/10/15
10-00369212
MC -RR
98785
Sludge - Biosolids
10.30 360.50
08/10/15
10.00369212
MC -RR
98785
Transportation
100 250.00
08/11/15
10-00369240
MC -RR
9878
50YD Dew r Troller
1.00 4)0,00
08/11/15
08/11J15
08/11/16
10-00369240
�110-00369240
MC
MC
987
8 j!
Labor Per E a Hr
Polymer I ° 3
4.00 300.00
8.00 �44,00
10-00369240
MC
87
Sludge - BI s lid I!
12.8' .35
08/11/15
10-00369240
MJ
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Transportat
1 00 0.2
08l12N5
10-00369249
MC-JJ
987
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08/12/15
10-00369249
MC-JJ
98713
Labor Per ppp3 H
4.G0 0A6
08/12/15
10-00369249
MC-JJ
98713
Polymer
goo I
08112/16
10-00369240
MC-JJ
98713
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Sludge - Bl olids
.do
19.75 g91.25
08112115
10-0o369249
MC-JJ
98713
Transportat n
00 250.00
08/13/15
10-00369289
MG -RR
98942
50YD Dewater Trailer
100 400.00
08/13/15
10-00369289
MC -RR
98942
Labor Per Day/Hr/Wk/
4.00 m,00
08/13/15
10.00369289
MC -RR
98942
Polymer
8.00 144.00
08/13/16
10-00389289
MC -RR
98942
Sludge - Biosolids
13.96 488,60
08/13/15
10-00369289
MC -RR
98942
Transportation
1.00 250.00
08/14/15
10-00369296
MC -RR
98945
50YO Dewater Trailer
1.00 400,00
On the web at www.meglllcompost.com
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PO Box 61
Narrella, NC 28444
910-632-2539
The compost people ® Fax: 910-532.2542
S
Benson, Town of (Dewatering)
Attn, M,Morris PO#2018-0014
770 Hannah Creek Rd j
Four Oaks, NC 27524 Terms Net3�
Moll Payml nfdlro�Poo! sa 8. x 890469 Chi oho, Ci
DATE
TICKET
TDU6kr
09/03/15
10-00369752
MC -AD
09/03/15
10-00369752
MC -AD
09/03/15
10-00369752
MC -AD
09/03/16
10-00369752
MC -AD
09/08/15
10-00369778
MC-DLH
09/06/15
10-00369778
MC-DLH
09/09/15
10.00369785
MC -AD
09/09/15
10-00369785
MC -AD
09/09/15
10-00369786
MC-CRB
09/09/15
10-00369787
MC-CRB
09/09/15
10-00369803
MC -AD
09/00/16
10-00369804
MC -AD
A I1
99205
60YDDewajerTrailer
99206
Labor Per D'ey/Hr/Wk!
99205
Sludge - Bidsolids
99205
Transportation
99257
Sludge - Bigsollds
99257
Transportation
99213
Sludge - Bidsolids
99213
Transportation
PICK UP
Drop Box/Tdr/Load
RETURNED
Drop Box/Tdr/Load
T FLOYD
Labor Per Day/HrMlk/
99213
Dewatering Equipment
Invoiice
Pri,t4, 1012':^1 -
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QUANTITY ,
A4t*T
1.00
460.0o
G.00
450,00
609.35
1.00
250,00
11.20
392.00
1.00
250.00
, -
8.26
289.10
1 00
250.00
1 00
250.00
1.0ii
250.00
1.0r1
1000.00
1 00
1223.48
Invoice Ton al y $5,613.93