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: |
Chatham County North Water System |
|
PWSID: |
03-19-126 |
Mailing Address: | Post Office Box 910 Pittsboro, NC 27312 | Ownership: | County |
|
Contact Person: | Blake Mills | Title: | Public Utilities Director |
Phone: | 919-542-8238 | Cell/Mobile: | 919-548-4847 |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Asbestos Cement |
6 |
1.00 % |
Ductile Iron |
6-24 |
41.00 % |
Galvanized Iron |
2 |
1.00 % |
Polyvinyl Chloride |
2-12 |
57.00 % |
Programs
Water Conservation
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Haw River (02-1) | 99 % |
Deep River (02-2) | 1 % |
|
County(s) | % of Service Population |
Chatham | 100 % |
|
Population was calculated based upon 9,344 residential domestic water meters (not counting residential irrigation meters) at 2.5 persons per meter equals 23,360. Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
10,280 |
1.6029 |
0 |
0.0000 |
Commercial |
328 |
0.1698 |
0 |
0.0000 |
Industrial |
30 |
0.2442 |
0 |
0.0000 |
Institutional |
0 |
0.0000 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.5658 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 |
Chatham County Asbury Water System |
40-19-010 |
0.0000 |
0 |
|
|
Yes |
Yes |
16 |
Emergency |
City of Durham |
03-32-010 |
0.0000 |
0 |
0.0000 |
|
Yes |
Yes |
16 |
Emergency |
City of Sanford |
03-53-010 |
0.0000 |
0 |
|
|
Yes |
Yes |
8 |
Emergency |
Orange Water and Sewer Authority |
03-68-010 |
0.0000 |
0 |
|
|
No |
No |
16 |
Emergency |
Town of Pittsboro |
03-19-015 |
0.0000 |
0 |
|
|
Yes |
Yes |
8 |
Emergency |
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 |
2.4036 |
|
May |
2.7913 |
|
Sep |
2.8003 |
|
Feb |
2.3175 |
|
Jun |
3.8654 |
|
Oct |
2.8903 |
|
Mar |
2.1157 |
|
Jul |
3.4295 |
|
Nov |
2.4948 |
|
Apr |
2.5855 |
|
Aug |
3.1848 |
|
Dec |
2.0590 |
|

Surface Water Sources
Stream |
Reservoir |
Average Daily Withdrawal |
Maximum Day Withdrawal (MGD) |
Available Raw Water Supply |
Usable On-Stream Raw Water Supply Storage (MG) |
MGD |
Days Used |
MGD |
* Qualifier |
Haw River-Jordan Lake |
Jordan Lake Reservoir |
2.5734 |
365 |
3.1248 |
3.0000 |
C |
896.0000 |
* Qualifier: C=Contract Amount, SY20=20-year Safe Yield, SY50=50-year Safe Yield, F=20% of 7Q10 or other instream flow requirement, CUA=Capacity Use Area Permit
Surface Water Sources (continued)
Stream |
Reservoir |
Drainage Area (sq mi) |
Metered? |
Sub-Basin |
County |
Year Offline |
Use Type |
Haw River-Jordan Lake |
Jordan Lake Reservoir |
1,700 |
Yes |
Haw River (02-1) |
Chatham |
|
Regular |
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 |
Chatham County Asbury Water System |
40-19-010 |
0.0000 |
0 |
0.0000 |
|
|
Yes |
16 |
Emergency |
City of Durham |
03-32-010 |
0.1728 |
365 |
4.0000 |
2031 |
No |
Yes |
16 |
Regular |
City of Sanford |
03-53-010 |
0.0000 |
0 |
0.5000 |
|
Yes |
Yes |
8 |
Emergency |
Orange Water and Sewer Authority |
03-68-010 |
0.0000 |
0 |
0.0000 |
|
No |
No |
16 |
Emergency |
Town of Pittsboro |
03-19-015 |
0.0000 |
0 |
0.5000 |
|
Yes |
Yes |
6 |
Emergency |
Water Treatment Plants
Plant Name |
Permitted Capacity (MGD) |
Is Raw Water Metered? |
Is Finished Water Ouput Metered? |
Source |
Jordan Lake WTP |
3.0000 |
Yes |
Yes |
Jordan Lake |
Chatham County and the City of Durham have amended their contract for the City of Durham to supply up to 4 MGD of treated water to Chatham County until the new regional Western Wake Intake Partners (Durham, Chatham County, TriRiver Water, and OWASA) Water Treatment Plant is operational which is expected in 2031.
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
0.1502 |
May |
0.1634 |
Sep |
0.1622 |
Feb |
0.1034 |
Jun |
0.1763 |
Oct |
0.1497 |
Mar |
0.0775 |
Jul |
0.2347 |
Nov |
0.1455 |
Apr |
0.0863 |
Aug |
0.1784 |
Dec |
0.1045 |

Wastewater Permits
Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
NC0035866 |
WWTP |
0.0250 |
0.0250 |
0.0031 |
|
Haw River |
Haw River (02-1) |
NCG590014 |
WTP |
0.0000 |
0.0000 |
0.1416 |
0.2333 |
Jordan Lake - New Hope arm |
Haw River (02-1) |
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
23,360 |
26,360 |
31,360 |
36,360 |
41,360 |
46,360 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
1.6029 |
1.8088 |
2.1518 |
2.4950 |
2.8380 |
3.1811 |
Commercial |
0.1698 |
0.1916 |
0.2280 |
0.2643 |
0.3006 |
0.3370 |
Industrial |
0.2442 |
0.2756 |
0.3278 |
0.3801 |
0.4323 |
0.4846 |
Institutional |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
System Process |
0.5658 |
0.6385 |
0.7596 |
0.8807 |
1.0017 |
1.1229 |
Unaccounted-for |
0.1560 |
0.5019 |
0.5599 |
0.6185 |
0.6764 |
0.7347 |
Growth projections were based on the Western Wake Intake Partnership. Growth projections were based on an increase of 200 houses per year plus a similar percentage of growth for commercial and industrial. Future Water Sales
Purchaser |
PWSID |
Contract |
Pipe Size(s) (Inches) |
Use Type |
MGD |
Year Begin |
Year End |
Asbury |
40-19-010 |
1.7500 |
2030 |
|
16 |
Regular |
Future Supply Sources
Source Name |
PWSID |
Source Type |
Additional Supply |
Year Online |
Year Offline |
Type |
Western Intake Partners Water Treatment Plant |
03-19-010 |
Surface |
4.0000 |
2031 |
|
Regular |
Western Intake Partners Water Treatment Plant |
03-19-126 |
Surface |
3.5000 |
2040 |
|
Regular |
Chatham County has a 13 MGD Jordan Lake Allocation and can currently get 3 MGD from the existing Water Treatment Plant on Beaver Creek Road. Chatham County is working on a Regional Water Treatment Plant with the City of Durham, Pittsboro and OWASA with is expected to be constructed and operating in 20231. Chatham County is working on a Based on demand projections Chatham County will need to expand the Water Treatment Plant in the year 2040 by an additional 3.5 MGD. Demand v/s Percent of Supply
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Surface Water Supply |
3.0000 |
3.0000 |
3.0000 |
3.0000 |
3.0000 |
3.0000 |
Ground Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Purchases |
4.0000 |
4.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Future Supplies |
0.0000 |
7.5000 |
7.5000 |
7.5000 |
7.5000 |
Total Available Supply (MGD) |
7.0000 |
7.0000 |
10.5000 |
10.5000 |
10.5000 |
10.5000 |
Service Area Demand |
2.7387 |
3.4164 |
4.0271 |
4.6386 |
5.2490 |
5.8603 |
Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Future Sales |
1.7500 |
1.7500 |
1.7500 |
1.7500 |
1.7500 |
Total Demand (MGD) |
2.7387 |
5.1664 |
5.7771 |
6.3886 |
6.9990 |
7.6103 |
Demand as Percent of Supply |
39% |
74% |
55% |
61% |
67% |
72% |

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 69 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.
Water leakage studies on conducted on an as needed basis. Promote water conservation practices on water bills.
Are there other demand management practices you will implement to reduce your future supply needs? Chatham County has year round water conservation ordinance in place for irrigation, which allows only twice per week (midnight to 7 a.m.) and limited to 1 inch per week. Effective July 1, 2025, Chatham County started charging Water System Development Fees for irrigation meters which the cost (current fee is $8,000), is intended to discourage irrigation systems and promote Bermuda grass rather than fescue and drought resistant plants.
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? No other water supplies are needed, Chatham County hs 13 MGD allocation from Jordan Lake (currently using 3 MGD) and can produce treated water to meet future needs through a combination of our own WTP (290 Beaver Creek) and the Regional Western Intake Partners WTP.
How does the water system intend to implement the demand management and supply planning components above? We have the WTP expansion and improvements funded in our CIP
Additional Information
Has this system participated in regional water supply or water use planning? Yes, Chatham County is constructing a regional water treatment plant and raw water intake on Jordan Lake with the Western Intake Partners (City of Durham, Pittsboro and OWASA). The new WIP WTP is planned to be operational in 2031.
What major water supply reports or studies were used for planning? Western Intake Partnership Water Intake and Transmission Infrastructure: Water Capacity Requirements by Hazen Sawyer, The Chatham County Beaver Creek Water Treatment Plant Expansion Study Expand existing plant from 3 MGD to 6 MGD by Hazen Sawyer. Triangle Water Partners Regional Water Supply Plan with HDR and Hazen and is sponsored by Central Pines. Chatham County Water Master Plan for North, Asbury and Southwest Water Systems - determines long-term water service areas, water demands and transmission and distribution watermain alignments and capacities by Freese Nichols.
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: Chatham County is merging our water system with Sanford/TriRiver Water July 1, 2025, which will provided additional resources to met future needs. The merger of water utilities ensures a more robust, interconnected system, which creates a more resilient and efficient water system.
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.
|