Oxford

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.

1. System Information

Contact Information

Complete

Water System Name: Oxford   PWSID: 02-39-010
Mailing Address:PO BOX 506
Oxford, NC 27565		Ownership:Municipality
 
Contact Person:Ronald ParkerTitle:ORC
Phone:919-603-1152Cell/Mobile:919-939-3226
 
Secondary Contact:Stephen Blasko Phone:919-603-1151
Mailing Address:PO Box 506
Oxford, NC 27565		Cell/Mobile:919-482-2504
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 16-20 3.13 %
Cast Iron 4-6 22.18 %
Ductile Iron 6-24 20.93 %
Galvanized Iron 2 0.61 %
Polyvinyl Chloride 2-12 53.15 %
What are the estimated total miles of distribution system lines?   97 Miles
How many feet of distribution lines were replaced during 2024?   5,450 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   127
How old are the oldest meters in this system?   15 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   264
What is this system's finished water storage capacity?   1.3500 Million Gallons
Has water pressure been inadequate in any part of the system since last update? Line breaks that were repaired quickly should not be included.   No
Programs
Does this system have a program to work or flush hydrants?   Yes, 2 Years or More
Does this system have a valve exercise program?   Yes, As Needed
Does this system have a cross-connection program?   Yes
Does this system have a program to replace meters?   Yes
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   Yes
Does this system have a leak detection program?   Yes

The City has started installing an AMI meter system.

Water Conservation
What type of rate structure is used?   Decreasing Block, Increasing Block
How much reclaimed water does this system use?   0.0000 MGD   For how many connections?   0
Does this system have an interconnection with another system capable of providing water in an emergency?   Yes

The City of Oxford has an increasing block structure from 0 to 20,000 gallons and then a decreasing rate structure for over 20,001 gallons. We purchase water from KLRWS which is metered through two separate meters. The city has two separate feed lines from KLRWS.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Tar River (15-1)100 %
County(s)% of Service Population
Granville100 %
What was the year-round population served in 2024?   8,721
Has this system acquired another system since last report?   No
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 3,486 0.3315 0 0.0000
Commercial 471 0.1881 0 0.0000
Industrial 40 0.2647 0 0.0000
Institutional 62 0.1375 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0244 MGD

Water Sales
Purchaser PWSID Average
Daily Sold
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Town of Stovall 02-39-018 0.0310 366 0.0750 2045 Yes Yes 8 Regular

3. Water Supply Sources

Monthly Withdrawals & Purchases
Average Daily
Use (MGD)		 Max Day
Use (MGD)		 Average Daily
Use (MGD)		 Max Day
Use (MGD)		 Average Daily
Use (MGD)		 Max Day
Use (MGD)
Jan 0.9016 1.2888 May 1.0827 1.5825 Sep 1.1522 1.8170
Feb 1.0013 1.3989 Jun 1.2341 2.2894 Oct 1.1811 2.2985
Mar 1.0068 1.9243 Jul 1.1612 2.1479 Nov 1.0529 1.8630
Apr 0.9682 1.8663 Aug 1.3870 3.0204 Dec 0.9782 1.6827

Water Purchases From Other Systems
Seller PWSID Average
Daily Purchased
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Kerr Lake Regional Water System 02-91-010 1.0927 366 2.0000 2047 Yes Yes 20 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 1.2400 May 1.3900 Sep 1.3500
Feb 0.9400 Jun 0.9710 Oct 1.0100
Mar 1.3800 Jul 1.6400 Nov 0.8100
Apr 1.0000 Aug 1.5600 Dec 0.7700

How many sewer connections does this system have?   3,824
How many water service connections with septic systems does this system have?   265
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No
Wastewater Permits
Permit Number Type Permitted Capacity
(MGD)		 Design Capacity
(MGD)		 Average Annual
Daily Discharge
(MGD)		 Maximum Day Discharge
(MGD)		 Receiving Stream Receiving Basin
NC0025054 WWTP 3.5000 8.7500 1.1700 7.9000 Fishing Creek Tar River (15-1)

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 8,721 9,524 9,912 10,841 11,857 12,968
Seasonal Population 0 0 0 0 0 0
 
Residential 0.3315 0.3385 0.3684 0.4010 0.4385 0.4820
Commercial 0.1881 0.1938 0.2140 0.2365 0.2612 0.2886
Industrial 0.2647 0.2663 0.2690 0.2717 0.2744 0.2772
Institutional 0.1375 0.1383 0.1397 0.1411 0.1425 0.1498
System Process 0.0244 0.0244 0.0247 0.0257 0.0267 0.0290
Unaccounted-for 0.1155 0.1300 0.1436 0.1586 0.1752 0.1936
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
Kerr Lake Regional 02-91-010 Surface 2.0000 2020 2100 Regular
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000
Future Supplies 2.0000 2.0000 2.0000 2.0000 2.0000
Total Available Supply (MGD) 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000
Service Area Demand 1.0617 1.0913 1.1594 1.2346 1.3185 1.4202
Sales 0.0310 0.0750 0.0750 0.0750 0.0750 0.0750
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 1.0927 1.1663 1.2344 1.3096 1.3935 1.4952
Demand as Percent of Supply 55% 29% 31% 33% 35% 37%

The purpose of the above chart is to show a general indication of how the long-term per capita water demand changes over time. The per capita water demand may actually be different than indicated due to seasonal populations and the accuracy of data submitted. Water systems that have calculated long-term per capita water demand based on a methodology that produces different results may submit their information in the notes field.

Your long-term water demand is 38 gallons per capita per day. What demand management practices do you plan to implement to reduce the per capita water demand (i.e. conduct regular water audits, implement a plumbing retrofit program, employ practices such as rainwater harvesting or reclaimed water)? If these practices are covered elsewhere in your plan, indicate where the practices are discussed here.    no changes

Are there other demand management practices you will implement to reduce your future supply needs?   The City of Oxford does a water audit every three to five years.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   Kerr Lake Regional water plant expansion is currently under construction.

How does the water system intend to implement the demand management and supply planning components above?   

Additional Information

Has this system participated in regional water supply or water use planning?  Yes, An inter basin transfer study was done in 2015 KLRWS for Henderson, Oxford and Warren County for an increase in the withdrawal allowed at Kerr Lake from 10mgd to 20mgd. The plant expansion is currently under construction. At completion Oxford will receive 2mgd.

What major water supply reports or studies were used for planning?  Kerr Lake Regional water study by CH2M Hill. The city completed an assessment plan and a 10 year CIP.

Please describe any other needs or issues regarding your water supply sources, any water system deficiencies or needed improvements (storage, treatment, etc.) or your ability to meet present and future water needs. Include both quantity and quality considerations, as well as financial, technical, managerial, permitting, and compliance issues:   Over the past 8 Years the city has replaced miles of water lines. These projects are still on going and was done with grants and loans through DWI and USDA.

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.