WQCS00021_NOV-2024-DV-0451 Response to Notice_20241031

NORTH CAROLI NA
October 29, 2024
Vanessa Manuel, Assistant Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
RE: Notice of Violation
Tracking Number: NOV-2024-DV-0451
Sanitary Sewer Overflows- September 2024
Collection System Permit No. WQCS00021
Wilson Collection System
Wilson County
Ms. Manuel,
Incident # 202402092-On Tuesday, September 10, 2024, at approximately 1:00 PM, the water
infrastructure department became aware of a sanitary sewer overflow at 2812 Lancaster Road NW,
Wilson, NC. The cause of the overflow was grease. Crews were dispatched, and the overflow stopped
within 1 hour. Manholes and sewer lines in the area were flushed and vacuumed using a combo truck.
The area affected was cleaned and storm drains in the area were cleaned using a combo truck as well.
An estimated 500 gallons reached surface waters.
The City of Wilson distributes FOG materials to residents biannually to educate the public on what
should not be introduced into the sewer system. In addition, the water infrastructure also distributed
door hangers in the area of Chase Rd. and Christopher Dr. where grease is an ongoing issue.
In addition to actions taken to stop and clean up the spill, in the past month, the water infrastructure
division has cleaned and CCTV'd over eight thousand feet of sewer main from Chase Rd to Lancaster Rd.
After inspection it has been determined that residential grease was the factor that caused the overflow.
Regular monthly inspections will continue to insure no more overflows occur.
Incident # 202402621— On Friday, September 27, 2024, at approximately 5:00 PM, the water
infrastructure division became aware of a sanitary sewer overflow at 2628 Forest Hills Road SW, Wilson
NC. The cause of the overflow was severe natural conditions. The remnants of Hurricane Helene
resulted in unprecedented amounts of rainfall, which caused the sanitary sewer system to become
overwhelmed. Crews were dispatched, and the overflow stopped at approximately 6:00 PM. Crews
cleaned the area affected and flushed storm drains in the area.
An estimated 600 gallons reached surface waters.

The area where the overflow occurred is scheduled for cleaning and CCTV inspection within the next
month, to ensure there are no structural issues with the infrastructure.
Incident # 202402659- On Monday, September 30, 2024, at approximately 1:00 PM, the water
infrastructure division became aware of a sanitary sewer overflow near 2010 Willow Springs Drive
South. The cause of the overflow was pipe failure near manhole # 2355 on the Contentnea outfall.
Crews were dispatched near the break and began installing a temporary bypass. By 10:00 PM the bypass
was installed, and the overflow slowed. The next day a contractor was mobilized to do a temporary
repair. Also, a bypass contractor mobilized to set up a more permanent bypass so repairs could be
made. The remote location made it difficult to install the bypass, as we had to transport the discharge
pipe down Contentnea Creek, and under a railroad bridge. Also, the contractor had to mobilize off road
dump trucks and large excavators to make repairs. On October 4, 2024, over 1400' of bypass had been
installed, the contactor was working on the temporary repair and the spill stopped at approximately
6:00 AM. Areas affected were cleaned. Topsoil and lime were also added to affected areas.
Approximately 900,000 gallons reached surface waters.
The City's Compliance Team collected fecal and ammonia samples daily along Contentnea Creek. The
results of those samples are included with this letter. The results indicate ammonia levels were below
the detection level of our equipment. Additionally, the fecal coliform levels were inline with the
upstream samples (upstream sample location is CON100U), thus indicating minimal impact on water
quality. The City of Wilson was experiencing high rainfall amounts significantly diluting any impact the
sanitary sewer overflow caused.
As of October 30, 2024, the total cost of bypass pumping has been over $32,061. A temporary repair
was set up at the same time as the bypass operation at a cost of $41,672. A permanent repair of the
sewer line is scheduled for the week October 28, 2024. The permanent repairs have an estimated cost of
$149,210. The City of Wilson resources, including labor and equipment, have cost over $13,000. Thus,
the City of Wilson has committed to spending approximately $235,943 in response to this sanitary sewer
overflow. Attached are supporting documents for the costs incurred.
Additionally, the City of Wilson has begun evaluating options for in -situ lining of the other unlined
portions of the same sanitary sewer outfall. Green Engineering, PLLC has been tasked with presenting
various options to the City of Wilson for rehabilitation of the other potentially high -risk mains.
I can be reached at [phone] with further questions.
Sincerely,
6j. 41�� 6.1
L. Aaron Bailey
Lead Maintenance Superintendent
Cc: Grant W. Goings — City Manager
W. T. Bass IV, PE — Public Works Director
Kyle F. Manning, PE, CFM — Assistant Director of Public Works
Brooks Bunn — Water Infrastructure Division Manager

ia%h
10/212024
Conte ntnea Creek ■ Datio
IS.687978 N 77AU726w 1105 172 Np
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CONIOOU
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35.686562 N. 77.945392 W
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35.684413 N 77.941690 W
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35.668901 N, 77,910626 W

RALPH HODGE CONSTRUCTION COMPANY
PO BOX 7179
WILSON. NC 27893
TO: City of Wilson INVOICE DATE: 1 10/28/2024
PO Box 727 DUE DATE: 11/28/2024
Whitakers, NC 27891
IPO NUMBER: City of Wilson - Bill Bass I I IJOB SITE:
30" Outfall
EQUIP DESCRIPTION UNIT QTY PRICE TOTAL
10 30" Sewer Repair I-S 1 $ 41,671.56 $ 41,671.56
41,671.56

Item
Unit
Qty
Unit Cost
Total Cost
Mobilization
LS
1
$ 2,500.00
$
2,500.00
Labor*
LS
1
$ 8,304.78
$
8,304.78
Equipment**
LS
1
$ 15,762.40
$
15,762.40'`l`- U`��L��'-
Materials
LS
1
$ 8,159.12
$
8,159.12
�42�
Seeding / Clean Up
LS
0
$ -
$
-
pCl 3
Subtotal
$
34,726.30
4ee
Markup 20%
$
6,945.26
O
Total
$
41,671.56
Labor
HR
Total
Rate
Total Cost
Superintendant
40
40
$ 44.45
$
1,778.00
Foreman
40
40
$ 34.29
$
1,371.60
Operator
40
40
$ 25.40
$
1,016.00
Pipelayer
40
40
$ 22.86
$
914.40
Pipelayer
40
40
$ 22.86
$
914.40
Laborer
40
40
$ 20.32
$
812.80
Subtotal
$
6,807.20
Burden
$
1,497.58
Total
$
8,304.78
Equipment
HR
Total
Rate
Total Cost
Hitachi 330
40
40
$ 141.24
$
5,649.60
Pickup Truck
40
40
$ 45.28
$
1,811.20
Pickup Truck
40
40
$ 45.28
$
1,811.20
Offroad Dump Truck
20
20
$ 203.65
$
4,073.00
Volvo L90 Loader
20
20
$ 70.87
$
1,417.40
Quad Dump Truck
10
10
$ 100.00
$
1,000.00
Total
$
15,762.40
Materials
Unit
Qty
Price
Total
30" CMP
LF
20
$ 50.29
$
1,005.80
57 Stone
TN
111.1
$ 24.00
$
2,666.40
6" Bypass Pump
FIR
54
$ 80.00
$
4,320.00
Hydraulic Cement
BG
3
$ 55.64
$
166.92
$
8,159.12

e Manni
From:
Sent:
To:
Cc:
Subject:
[e-mail]
Wednesday, October 23, 2024 9:49 AM
Kyle Manning
Bill Bass; Brooks C. Bunn
RE: 30" Outfall
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you verify the sender. Please forward suspicious emails to
report,[e-mail]
Kyle,
Yes, I used the same bedding detail as Bloomery.
Here are the revised numbers with just the PS46 pipe.
Item
Description
Unit
Qty
Bid Unit
Bid Total
1
30" Sewer Dig/Replace w130" PS46 PVC
LF
242
$ 330.00
$
79,860.00
2
Manhole Replacement
EA
2
$26,000.00
$
52,000.00
3
30" Coupling
EA
2
$ 4,250.00
$
8,500.00
4
Mobilization
EA
1
$ 8,850.00
$
8,8%00
TOTAL $ 149,210.00
The manholes should be here tomorrow. The pipe is being loaded out of Indiana today. Guessing it will be here
Friday. We will start digging on Monday most likely.
Regards,
Ryan Walser
Vice President
Ralph Hodge Construction Company
O — [phone]
C — [phone]
From: Kyle Manning <[e-mail]>
Sent: Tuesday, October 22, 2024 4:41 PM
To: [e-mail]
Cc: Bill Bass <[e-mail]>; Brooks C. Bunn <[e-mail]>
Subject: RE: 30" Outfall
Ryan,
Please move forward with this work. Please use the PS46 PVC as that matches what we are using on the remainder
of the Bloomery Project that was recently bid. Stone bedding, correct?

Could you provide a revised "bid tab" with the PS115 removed from the total?
I'll have you a PO number by Friday (or potentially sooner).
Sincerely,
Kyle F. Manning, PE, CFM
Assistant Director of Public Works
City of Wilson, North Carolina
hLnannin LNJlsor}nc_or9
252-296-3416
Caution: Files equal to or over 20 MB will not be received.
From: [e-mail] <[e-mail]>
Sent: Tuesday, October 22, 2024 3:49 PM
To: Bill Bass <[e-mail]>; Kyle Manning <kmanning@wil onnc.orp,>
Subject: 30" Outfall
CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you verify the sender. Please forward suspicious emails to
report. sp am(a),wilsonnc. org
Kyle,
Here is the pricing for the leg of sewer from the manhole just downstream for the railroad to the next manhole. I priced
it with PS46 and PS115. PS46 is what we are using on Bloomery.
CP&P has 2 manholes we can get right away. But they have ConBlock Antimicrobial. So they are a bit more expensive
than the ones on Bloomery. Also, the pipe is available in Indiana. I could have it here first of next week. We could start
mobilizing tomorrow and start digging Monday or Tuesday.
I haven't included any erosion control and assumed the City would continue to handle the bypass.
Let me know if you have any questions.
Item Description Unit Qty Bid Unit Bid Total
1
30" Sewer Dig/Replace w/30" PS46 PVC
LF
242
$ 330.00
$
79,860,00
2
30" Sewer Dig/Replace w/30" PS115 PVC
LF
242
$ 400.00
$
96,800.00
3
Manhole Replacement
EA
2
$26,000.00
$
52,000.00
4
30" Coupling
EA
2
$ 4,250.00
$
8,500.00
5
Mobilization
EA
1
$ 8,850.00
$
8,850.00
TOTAL
$
246,010.00
Ryan Walser
Vice President

Ralph Hodge Construction Company
0 — [phone]
C — [phone]

BYPASS PRICING
Sunbelt Rentals Pump Solutions
4901 Unicon Dr
Wake Forest, NC 27587
[phone]
30 t pto
Bypass
Sunbelt Rentals Pump Solutions is pleased to offer you the following rental information regarding the 30
Bypass project referenced above. We are basing our proposal on Information provided by
Sunbelt Rentals Pump Solutions will provide you with System Pump Curves, and Pump Specification Sheet to
support our proposal upon award of the bypass. We strive to supply the best equipment, sales, service and
engineering departments in the sewer bypass market. Your confidentiality is greatly appreciated.
We appreciate the opportunity to quote you on this project. Sunbelt Rentals supports all our equipment with
the best possible service you would expect from one of the nation's largest equipment suppliers. If you have
any questions or require additional information, please feel free to contact us at the following phone numbers.
Sincerely,
Blake Horne
outside Sales Representative
Cell: [phone]
Email: [e-mail]
sunbeltrentals.com
X
Blake Horne
Sales Representative
Cc: Brian Medlin
Profit Center Manager
Cell: [phone]
Email: marshal[.inedlin(rPSunbt'ltrentals,com
Li
Brian Medlin
Branch Manager
Making It Happen For Our Customers!

Sunbelt Rentals Pump Solutions 30 t pto Bypass
■i �IVriiir5i���n 5'
4901 Unicon Drive [phone]
Wake Forest, NC
Project Scope & Pricing for Sout Bypass
Sunbelt Bypass System Includes:
o Auto -Priming Silenced Pumps w/ all hose and hardware to o Lump sum pricing for Equipment
complete the bypasses listed in the phases below. o Remote Auto Dialer for Main Bypass System
o Backup bypass pumps w/ AutoStart controls o Bypass System Test.
o Liquid Level Controls to save fuel costs. o Line flush at the end of the bypass.
o (1) Sewer plugs per the Iine to be bypassed. o Equipment for setup w/ Operators / Setup Supervisor.
Suction Point: SSMH # 1
Discharge Point: SSMH #2
Distance: approximately 250' up to 1400'
Flow: Max Flow 4000 M
To accomplish the Bypass, Sunbelt plans to utilize a total of (2) 8x8x12" Quiet Flow' Diesel Bypass Pumps.
The suction location will have (2) 8x8xl2" Quiet Flow"' Diesel pumps as the primary unit to meet the required peak flow, (1)
8x8x 12" Quiet FloivTM Diesel pumps as backup to provide 100% system redundancy. Each pump will have independent 12" HDPE
DR17 Suction Pipe placed in the Suction Inlet structure. The standby pump will be operated by auto start operated by a liquid
level transducer. Each pump will utilize independent 12" HDPE DR26 Discharge Pipe and will be connected by a 12" HDPE
Manifold. At each connection of the manifold, a gate valve will be placed to allow independent Isolation of each of the pumps, in
case of unforeseen circumstances the pump can be removed while under bypass and another set In its place. From the
manifold, 12" HDPE DR26 Discharge Pipe will travel approximately 250' -1400' LF along the path shown in the drawing
into the SSMH #2.
***customer to provide access for pulling pipe and equipment Into place and cleaning out any storm drains needed to cross under the
HWy***
BYPASS WEEKLY RENTAL (TAXES NOT INCLUDED)
• SITE SERVICING OF EQUIPMENT
_ • ALL BYPASS ITEMS REQUIRED TO PERFORM THE BYPASS AS STATED ABOVE_ $5,697.53/ $8,278.47
BYPASS 4 WEEK RENTAL (TAXES NOT INCLUDED)
• SITE SERVICING OF EQUIPMENT
• ALL BYPASS ITEMS REQUIRED TO PERFORM THE BYPASS AS STATED ABOVE $14,793.09/ r$1836.86
MOBILIZATION
• SETUP LABOR
• FREIGHT
• SYSTEM TEST $4,651.48/ $6,452.19
DEMOBILIZATION
• DISMANTLEMENT LABOR
• SYSTEM FLUSH
• FREIGHT $3,131.17 $5,271.74
BYPASS PUMP WATCH (FOR BYPASS SYSTEMS)14 HR (WITH FUEL)
• (1) CERTIFIED PUMP MECHANIC ONSITE
• FULLY STOCKED SERIVICE VEHICLE WITH SPARE PARTS Dail $2,409.84�
FUEL CHARGE: Cost Plus .30%
ENGINEER STAMP r $1,500
ft
r
ENGINEERED PUMPING SOLUTIONS /�,
Hem
*Terms; Any rental that results from this rloote WEI be subject to our standard terms and Conditions. wwW.5 unbeltRe Mal %.co miter kalconidAct

Sunbelt Rentals Pump Solutions 30 t pto pa
4901 Unicon Drive [phone]
Wake Forest, NC
Special Terms and Conditions:
Customer responsible for:
• OPERATION, FUELING OF PUMPS ONCE SETUP AND TEST HAS BEEN COMPLETED. (IF PUMP WATCH & SITE
FUELING IS NOT REQUESTED)
• CUSTOMER RESPONSIBLE FOR PROVIDING LARGE ENOUGH SUCTION AND DISCHARGE POINTS. INCLUDING
AND NOT LIMITED TO REMOVING CROWNS OF MANHOLES TO ELIMINATE SUCTION INTERFERENCES & SPACE
CONSTRAINTS.
• CUSTOMER RESPONSIBLE TO PROVIDING EQUIPMENT TO UNLOAD AND SET PUMPS IN PLACEAT SUCTION
POINT.
• CUSTOMER RESPONSIBLE TO PROVIDE EQUIPMENT TO REMOVE AND LOAD PUMP FOR TRANSPORTATION
FROM SITE
• SITE PREPARATION FOR PLACEMENT OF PUMPS AT SUCTION MANHOLES.
• LAYDOWN AREAS FOR MOBILIZATION AND DEMOBILIZATION.
• ALL PERMIT/PERMISION FOR SITEACCESS AND OR RIGHT OF ENTRY.
• WATER SOURCE FOR BYPASS FLUSH AND TEST.
• TRAFFIC CONTROL AS REQUIRED.
• ANY TRENCHING
• CUSTOMER RESPONSIBLE FOR PLACING AND REMOVING SEWER PLUGS.
• CUSTOMER RESPONSIBLE FOR SITE ACCESS ROAD, CLEARING, & GRADING FOR PUMP, PIPE PLACEMENT.
• SITE RESTORATION.
• PROVIDE MINIMUM 30 DAYS NOTICE FOR BYPASS SETUP DATEFOR MOBILIZATION OR PAYAPPLICABLE
CHARGES TO ACCOMMODATE LABOR SCHEDULING AND EQUIPMENT AVAILABILITY
Terms: QUOTE VALID FOR 120 DAYS, Tax Is not Included, customer to provide tax exempt certtflcate If applicable. Sunbelt Rentals bil'ing is on a 28
day rental cycle. The minimum billing period Is Daily @ 40% of weekly rate. Rental pricing based on net 30-day Terms without retainage. Customer
to pay full insurance value for equipment and accessories not returned or damaged. Any rental that resutts from this quote will be subject to our
standard terms and conditions•, wwwSunbeltRentals.com/re nta Icon race
Subcontract:
This quote In Its entirety Is to be executed and inserted Into the subcontract documents.
ENGINEERED PUMPING SOLUTIONS
*Terms: Any rental that results from this quote will be subject to our standard terms and conditions. www.sunbeltRentals.com/rentatcontract In
t� nF