WQCS00195_Application_20201208

COMMISStONFRS
Jim McIntosh
J.C. Parrish
Tim Cranford
Tanya Kenyon
Tim ,Matthews
November 30, 2020
NCDEQ-DWR
Water Quality Permitting Section
Attention; PERCS Unit Supervisor
1617 Mail Service Center
Raleigh, NC 27699- 1617
Ramseur
bVher,. : arilily rrr�i � rirnri> Nil el
TOWN OF RAMSEUR
724 Liberty Street, PO Box 545
Ramseur, North Carolina 27316
336-824-8530
MAYOR
VICKI CAUDLE
RECEIVED
DEC 0 8 2020
NCDEQ/DWRINPDES
TOWN CLERK
Carol Akers
Interim FO
Carol Akers
Dear Sir:
Enclosed please find the WWCS Renewal Forms and Documents for the Town of Ramseur WWCS #0195.
We have submitted this information based upon the records that we have compiled for the years and believe them to be true
and factual.
Should you need any other information please feel free to contact us. Thank you.
Sincerely,
The Town of Ramseur
Vicki Caudle
Mayor

. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): 41 L itACl r) cc i 4'4
2. Facility Information: Name: Collection System Permit No.: WQCS00 ! 7 S
3. Applicant type: .® Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: per 15A NCAC 02T .0106(b) ''1 CIS., C R4-'
Title: _ 61( I
5. Applicant's(�mailing address: Po (2TUY S-a 5
City: t .0 State: 1.3(.._ Zip: Z--0 ao
6. Applicant's contact information:
Phone number: (,76) - 4111 Fax number: () - Email address: VYiaia'1r® 1-OYtieF1(1 -ro
IL CONTACT/CONSULTANT INFORMATION:
1. Contact Name:
2. Title/Affiliation:
3. Contact's mailing address:
4. City: State: Zip:
5. Contact's information:
Phone number: () Fax number: () _ Email address:
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New P] Renewal
2. County System is located in: County QIrAtdc Iph
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): /CUM) Or" K�. e p�
4. WWTF Permit Number(s): Z 40 5 (ps
5. What is the wastewater type? 7r % Domestic or /G % Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? 17ig Yes or ❑ No
6. Wastewater flow:, / d MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: //9e' MGD
8. Explain how the wastewater flow was determined: gl ] 5A NCAC 02T .0114 or ❑ Representative Data
4. Population served by the collection system: /700'
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description
Length
Gravity Sewer
34
(miles)
Force Main
; 3
(miles)
Vacuum Sewer
0
(miles)
Pressure Sewer
(miles)
apn
APPLICATION CSA 04-16
5
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2. Pump Stations for Collection System:
Pump Station Type
Number
Simplex Pump Stations (Serving Single Building)
0
Simplex Pump Stations (Serving Multiple Buildings)
CJ
Duplex Pump Stations
//
3. Submit a list of all major (i.e. not simplex pump station serving a single family home) pump stations. Include the following
information:
➢ Pump Station Name
➢ Physical Location
> Alarm Type (i.e, audible, visual, telemetry, SCADA)
> Pump Reliability (Can convey peak hourly wastewater flow with largest single pump out of service)
➢ Reliability Source (permanent/portable generator, portable pumps)
> Capacity of Station (Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402 (2) known to exist in the collection system. Head
the list with "Attachment A for Condition V(4)" and include the system name.
> Use the same line identification regularly used by the applicant
> Indicate type of high priority line (i.e. aerial), material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
EEC f
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: rfnickt it
Back -Up ORC Name: 6-0--e IcLN Y
Certification Number: .
Certification Number:
See the "WQCS Contacts and ORC Report" for a current listing of the ORC(s) the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only:
$ kyf(JiE✓;C�
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑ Yes or ONo
8. Do any satellite systems discharge to this collection system ❑ Yes or ❑ No (If yes complete table below)
Satellite System
Contact Information (Name, Address, Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD (Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
APPLICATION GSA 04-16
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VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place 0 Yes or ❑ No
2. If Yes, submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place? 0 Yes or ❑ No
4. If Yes, submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ❑/ Yes or ❑ No
6. Submit a submit a copy of the collection system map (CD or hardcopy) or indicate a schedule for completion
7. Thoroughly read and review the System -Wide Collection System Permit Conditions. Typically compliance schedules
are only -offered to'NEWp;ermit applicants and NOTJpertnit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Permit Condition
Current
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
I(4) — Grease ordinance with legal authority to inspect/enforce
0.Yes ❑ No
12 — 18 mo.
I(5) — Grease inspection and enforcement program
Z Yes • No
12 —18 mo.
I(6) — Three to five year current Capital Improvement Plan.
Q Yes ❑ No
12 — 18 mo.
I(8) — Pump station contingency plan
21 Yes ❑ No
3 mo.
I(9) — Pump station identification signs.
GI Yes ❑ No
3 mo.
I(1 1) — Functional and conspicuous audible and visual alarms.
E Yes ❑ No
3 — 6 mo.
II(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2nd pump is
the spare if pump reliability is met).
❑ Yes 2 No
4411-ue
Semi
6 — 9 mo.
II(7) — Accessible right-of-ways and easements.
II(9) — Response action plan with Items 9 (a — h).
© Yes ❑ No
6 — 12 mo.
3 mo.
► Yes ❑ No
III(3) — Comprehensive collection system map
2 Yes ❑ No
10% per year
For conditions not listed, compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet (attach clarification if needed):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b):
I' • &tai&
attest that this application for / p LA/1 D4T flt,Sp.i/47
(Signature Authority's Name & Title from Item 1.4) (Facility name from Item I. I)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Note: In accordance with NC Genera] Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil penalties up to $25,000 per violation.
Signature:
�C.ILG C'ik Date: 11 13r0(2o2-0
APPLICATION CSA 04-16
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THE TOWN OF RAMSEUR HAS ELEVEN [11] PUMP STATIONS
The town also has approximately 34 miles of sewer ranging from 6 inch to
12 inches in diameter and over 4 miles of force main .
PUMP STATION CAPACITIES AND LOCATIONS
418 King Road 80 gpm Dialer and [ fenced]
217 Holly Hill 30 gpm alarm and light
5090 Foushee Road 175gpm alarm -light and dialer
217 NC Hwy 22 180 gpm alarm -light
127 Reed Creek 150 gpm alarm -light and dialer
2512 Meagan Drive 30 gpm alarm -light
1341 West Ridge [Main PS] 1450 gpm 3 pumps alarm -light and dialer and
100 KW Generator
154 Brady Street 30 gpm alarm -light
5962 Jordan Road -US 64 — Tower Components 80 gpm dialer [fenced]
4588 Huntingwood Road 80 gpm alarm -light
4735 Roundleaf Road 160 gpm alarm -light [fenced] and 60 KW generator
100 KW generator at 1341 west Ridge Street w/automatic transfer switch
60 KW generator at 4735 Roundleaf Road w/automatic transfer switch

TOWN OF RAMSEUR WASTEWATER AND SPILL RESPONSE
PROCEDURES
This plan is to be implemented in the event of an overflow or spill at a
manhole or a pumping station .
INITIAL RESPONSE
The Town of Ramseur Public Works and its staff must assess a sewage
spill within 2 hours of first notice or report . The Public Works will get the
necessary equipment ready to remove the blockage if one occurs and
clean the site . Some materials needed to do so are rakes , shovels and
lime . These employees are to be equipped with [ppe] to avoid
contamination and to keep the public out of the spill area .
Should the spill occur on the pavement : Stop the flow from getting into the
storm drains by blocking the drains with dirt and our straw bales , try to
capture the wastewater and pump into the downstream manholes . Place
caution tape around the area and keep the public out , wash the area down
with water .
Should the spill get in a creek or ditch try to dam up the area , have septic
tank haulers pump the water out and discharge into the downstream
manholes , take water samples downstream and if necessary dam the area
further downstream and pump the water out and discharge to manholes .
Always keep the public out and use the appropriate [ppe].
Any spill which reaches surface waters must be reported to the Division of
Water Quality .
If we have a spill in a persons yard treat it the same as any any spill .

PUMP STATION FAILURE
in the event of a pump or power failure , always check breakers , check for
downed power lines and vandalism. Do not attempt to do anything that you
are not familiar with. Notify your supervisor always . We will start contacting
the appropriate personnel.
POST SPILL RESPONSE
After blockages are removed , you must report the amount and duration of
the spill to the Division of Water Quality , you must also submit the location
of it also . This information is to called in to a speaking person not a voice
mail within [4] hours of the occurrence and after 5:00 pm it is to be reported
to the Division of Emergency Management . Any spill over 1000 gallons or
any amount which can reach surface waters is to be reported . Continue to
monitor the site .

CONTINGENCY PLAN
Submersible pumps and above ground pumps
Check floats make sure they are in the correct position
Always check breakers
Reset Breaker
Turn pump on see if it runs and if it does operate manually call for an
electrician
If it does not run at all , check to see if a transformer has tripped out and if
so call Duke Energy and give them the account number which is written in
the panel box
Cali the septic tank providers and pump personnel , to set up bypass if we
have one or to pull pump for repair
Have the septic tank personnel pump the wastewater until service is
returned
Do not try to perform anything function that you are not familiar with which,
could result in serious injury

RESPONSE EQUIPMENT
Sewer Jetter 700 gallon
Straw bales -lime
Tractor
Mini Excavator
Backhoe
Pumps
Generator
REMEMBER THESE NUMBERS
Division of Water Quality 336-776-9800 -- Report Spills during work hours
must talk to a live person
Division of Emergency Management 1-800-858-0368 after 5:00 must tell
location-- permit number -time

AERIAL SEWER LINES AND LOCATION
Old Factory Road off Main Street approximately 140 If of 8 inch CIP
Old Factory Road off Main Street -- two sections of 8 inch CIP
approximately 50 feet

KEY PERSONNEL AND CONTACT NUMBERS
Jim McIntosh ORC 336-824-5100 336-302-3154
Greg Kenyon Supervisor 336-460-6296
Terry Lewallen 336-267-1875
Chad Evans 336-465-8701
Mark Fields 336-465-5916
Town Hall 336-824-4111
CONTRACTORS AND ELECTRICAL
Charles Underwood
Terrys Plumbing
919-775-2463
336-625-1090
Randy Cheek septic tank 336-879-3764
Sanford Industrial Electric 919-718-1179
Mitch McCoy Sanford Electric 919-602-3113
Duke Energy 1-800-419-6356
PARTS AND EQUIPMENT
Carolina Water Systems 336-622-6969
Rodders and Jets 800-293-2012-- Mike Butner 336-681-3840
Town of Liberty 336-622-3090

TOWN OF RAMSEUR 20-YEAR CAPITAL IMPROVEMENT PLAN
CONSTRUCTION COST ESTIMATE
0 - 6 Year Horizon - SUMMARY
WATER DISTRIBUTION SYSTEM EXPENDITURES IN 0 - 6 YEAR HORIZON
Project Description
Construction
Costs
+
Total Project
Cost
1
Brooklyn Avenue - Replace 2" and 1" Galvanized mains with 6" PVC water
main
$95,000
$118,750
2.
Jones Street - Replace 2" and 1" Galvanized mains with 6" PVC water main
$78,500
$98,125
3.
Construct new Raw Water By -Pass Pump Station at the old WTP Site
$521,000
$651,250
4.
West Main St. - Dig and Replace 8" Cast Iron Downtown Water Main from
Coleridge Rd to Salisbury Street with 8" DIP
$186,278
$232,847
5
Liberty Street - Replace existing 8" CI water mains with 8" DIP (Hwy 22 to
W Main St)
$66,903
$83,628
6
RepIace existing small diameter water lines and cast iron water lines around
Ramseur 1,000 if per year in the 0-6 year horizon
$210,000
$262,500
Sub - Total Water Distribution System Needs 0 - 6 Year Horizon
$1,157,681
$1,447,101
SEWER COLLECTION SYSTEM EXPENDITURES IN 0 - 6 YEAR HORIZON
Project Description
Construction
Costs
Total Project
Cost
1
Dig and Replace Watkins St. 8" DIP Outfall 0-8 ft cut (deleted from 2007
CWMTF Grant)
$198,250
$218,075
2.
Rehab existing 8" VCP gravity sewer lines along Hwy 64 from Watkins St. to
Holly Hill St.
$516,500
$645,625
3.
Rehab Foushee Road 5' diameter Wetwell
$151,250
$189,063
4
East River Pump Station, Brady Street, Holly Hill, Hwy 22, Foushee Rd.,
Huntington Wood Pump Stations - Upgrade controls, add Auto Dialer
$54,000
$67,500
5'
Replace 8" Cast Iron Deep Rivet Sewer Force Main Crossing with HDPE
DR11 Pipe by Directional Bore
$189 625
$237,031
6.Rehabilitate
interior of existing 4' manholes with cement liner and epoxy
coating affected by Hydrogen Sulfide (5 Total)
$21,500
$26,875
7.
Clean and Camera 8" VCP Gravity Sewer Mains
$285,000
$356,250
Sub - Total of Sewer Collection Needs 0 - 6 Year Horizon
$1,416,125
$1,740,419
TOTAL WATER & SEWER NEEDS 0 - 6 YEAR HORIZON
$2,573,806
$3,187,519
0-6 Year Project Summary
Page 1 of 14

Water Expenses
30-7200-003
30-7200-004
30-7200-005
30-7200-006
30-7200-007
30-7200-011
30-7200-012
30-7200-013
30-7200-014
30-7200-015
30-7200-016
30-7200-045
30-7200-054
30-7200-057
30-7200-073
30-7200-074
30-7200-075
30-7200-091
30-7200-092
Salary- Billing Clerk $ 29,099.00
Professional Services $ 1,500.00
FICA taxes $ 2,226.00
Group Insurance $ 7,440.00
Retirement Expense $ 3,332.00
Telephone & Postage $ 6,000.00
Departmental Supplies $ 10,000.00
Utilities $ 2,500.00
Travel & School $ 200.00
Maintenance & Repairs Bldg. $ 5,000.00
Maintenance & Repairs Equipment $ 23,000.00
Analysis - Contracts $ 4,000.00
Insurance $ 4,000.00
Miscellaneous Expenses $ 4,000.00
Capital Outlay - Equipment $ 18,000.00
Contracted Services $ 450,000.00
Capital Outlay - Water Line Projects $ 170,000.00
Water Debt Principal $ 145,000.00
Interest on Debt Expenses $ 8,500.00
Total Water Department Expenses 893,797.00
Sewer Expense
30-8100-004 Professional Services $ 5,000.00
30-8100-011 Telephone & Postage $ 6,500.00
30-8100-012 Departmental Supplies $ 6,000.00
30-8100-013 Utilities $ 28,153.00
30-8100-014 Travel & School $ 1,500.00
30-8100-015 Maintenance & Repairs Bldg. $ 15,000.00
30-8100-016 Maintenance & Repairs Equipment $ 25,000.00
30-8100-045 Analysis - Contracts $ 4,500.00
30-8100-054 Insurance $ 2,500.00
30-8100-057 Miscellaneous Expenses $ 4,500.00
30-8100-073 Capital Outlay - Equipment $ 100,000.00
30-8100-074 Contracted Services $ 115,000.00
30-8100-075 Capital Outlay - Sewer Projects $ 140,000.00
Total Sewer Department Expenses 453,653.00
Total Water & Sewer Expenses 1,347,450.00
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