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: |
Apex |
|
PWSID: |
03-92-045 |
Mailing Address: | P.O. Box 250 Apex, NC 27502 | Ownership: | Municipality |
|
Contact Person: | Lori Avent | Title: | Water Resources Specialist |
Phone: | 919-249-3366 | Cell/Mobile: | 919-606-6496 |
|
Secondary Contact: | Michael Deaton | | Phone: | 919-249-3413 |
Mailing Address: | PO Box 250 Apex, NC 27502 | Cell/Mobile: | 919-372-7475 |
Distribution System
Line Type |
Size Range (Inches) |
Estimated % of lines |
Asbestos Cement |
6-12 |
1.64 % |
Cast Iron |
6-8 |
1.62 % |
Ductile Iron |
4-30 |
94.17 % |
Galvanized Iron |
2 |
0.00 % |
Other |
2-12 |
0.06 % |
Polyvinyl Chloride |
2-8 |
2.51 % |
** The 0.06% "other" line material type is made up of 0.05% copper and 0.01% brass.
Finished water storage capacity tanks: Mason Street Tank - 0.5 MG, Hunter Street Tank - 1.0 MG, Tingen Street Tank - 1.5 MG, and Apex portion of the clear well storage at the Cary/Apex Water Treatment Plant - 1.84 MG. Currently under construction is the Pleasant Park Tank - 1.5 MG with estimated completion date of June 2026.
The oldest meters in the system are pulse meters that are scheduled to be replaced in Spring 2025 through the Apex Meter Service Upgrade Project. Programs
Apex is conducting a large scale meter replacement program to upgrade town meters to new advanced metering infrastructure (AMI) system that is expected be online Spring 2025. Water Conservation
The Increasing Block tiered rate structure was instituted in 2018.
2. Water Use Information
Service Area
Sub-Basin(s) | % of Service Population |
Haw River (02-1) | 66 % |
Neuse River (10-1) | 27 % |
Cape Fear River (02-3) | 7 % |
|
County(s) | % of Service Population |
Wake | 100 % |
|
Relative populations served in each sub-basin is based on the total gallons consumed in each basin. Water Use by Type
Type of Use |
Metered Connections |
Metered Average Use (MGD) |
Non-Metered Connections |
Non-Metered Estimated Use (MGD) |
Residential |
26,042 |
3.4800 |
0 |
0.0000 |
Commercial |
1,469 |
0.9370 |
0 |
0.0000 |
Industrial |
36 |
0.0500 |
0 |
0.0000 |
Institutional |
171 |
0.1510 |
0 |
0.0000 |
How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.8640 MGD
Bulk water sales are included in commercial as of 2022. Town metered use is classified as institutional as of 2023. All connections are metered with no un-metered water connections. System process breakdown: WTP backwash (Apex portion) = 0.8047 mgd and line flushing = 0.059 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 |
Feltonsville Community |
03-92-060 |
0.0078 |
365 |
0.0140 |
|
Yes |
Yes |
4 |
Regular |
Harnett County |
03-43-045 |
0.0000 |
0 |
0.0000 |
|
No |
No |
16 |
Emergency |
Holly Springs |
03-93-050 |
0.0000 |
0 |
0.0000 |
|
No |
No |
16 |
Emergency |
Merion Subdivision |
40-92-005 |
0.0000 |
0 |
0.0260 |
2030 |
No |
No |
12 |
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 |
5.5000 |
5.6600 |
May |
5.9400 |
6.8300 |
Sep |
5.6600 |
6.6900 |
Feb |
4.9700 |
5.3100 |
Jun |
7.1700 |
8.0600 |
Oct |
5.7200 |
6.7100 |
Mar |
5.4600 |
6.6600 |
Jul |
5.9200 |
7.1700 |
Nov |
5.5100 |
6.3800 |
Apr |
5.9900 |
6.8200 |
Aug |
6.2500 |
7.2500 |
Dec |
5.4500 |
6.2000 |

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 |
B. Everett Jordan |
5.8700 |
365 |
8.0600 |
10.6000 |
C |
1,582.0000 |
* 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 |
B. Everett Jordan |
1,690 |
Yes |
Haw River (02-1) |
Chatham |
|
Regular |
Apex and Cary have a joint IBT certificate to allow surface water sub-basin transfers that was modified and issued in 2015.
USACE is responsible for dam releases to maintain downstream flows. 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 |
Holly Springs |
03-93-050 |
0.0000 |
0 |
0.0000 |
|
No |
No |
16 |
Emergency |
Water Treatment Plants
Plant Name |
Permitted Capacity (MGD) |
Is Raw Water Metered? |
Is Finished Water Ouput Metered? |
Source |
Cary/Apex WTP |
56.0000 |
Yes |
Yes |
B. Everett Jordan Reservoir |
4. Wastewater Information
Monthly Discharges
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
|
Average Daily Discharge (MGD) |
Jan |
5.6700 |
May |
4.9000 |
Sep |
6.0800 |
Feb |
5.0200 |
Jun |
4.5700 |
Oct |
5.3000 |
Mar |
5.7400 |
Jul |
5.0500 |
Nov |
4.8500 |
Apr |
5.1000 |
Aug |
5.6900 |
Dec |
5.0900 |

*Monthly Discharge note: The monthly discharge values are the Apex WRF, the Apex portion of the WWRWRF and the S. Cary wastewater flows combined.
*Expansion note: A study is currently underway evaluating an expansion of the Western Wake Regional WRF from 18 MGD to 24 MGD. Wastewater Permits
Permit Number |
Type |
Permitted Capacity (MGD) |
Design Capacity (MGD) |
Average Annual Daily Discharge (MGD) |
Maximum Day Discharge (MGD) |
Receiving Stream |
Receiving Basin |
NC0064050 |
WWTP |
3.6000 |
3.6000 |
1.1800 |
3.7000 |
Tributary of Middle Creek |
Neuse River (10-1) |
NC0088846 |
WWTP |
18.0000 |
18.0000 |
7.7400 |
14.1900 |
Cape Fear River |
Cape Fear River (02-3) |
The reported data for permit # NC0088846 was for the facility as a whole. The Apex portion is 34% of the total capacity (6.12 mgd) and the Apex portion of the average daily flow for the WWRWRF facility is 4.05 mgd. Wastewater Interconnections
Water System |
PWSID |
Type |
Average Daily Amount |
Contract Maximum (MGD) |
MGD |
Days Used |
South Cary WRF |
00-65-102 |
Discharging |
0.0270 |
365 |
0.0510 |
Interconnect involves the Colvin Park pump station
5. Planning
Projections
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Year-Round Population |
79,963 |
113,720 |
138,470 |
165,040 |
190,600 |
212,000 |
Seasonal Population |
0 |
0 |
0 |
0 |
0 |
0 |
|
Residential |
3.4800 |
4.9800 |
6.1200 |
7.1700 |
8.2800 |
9.2100 |
Commercial |
0.9370 |
1.6200 |
1.9900 |
2.3300 |
2.7000 |
3.0000 |
Industrial |
0.0500 |
0.0300 |
0.0400 |
0.0500 |
0.0500 |
0.0600 |
Institutional |
0.1510 |
0.1200 |
0.1500 |
0.1800 |
0.2000 |
0.2300 |
System Process |
0.8640 |
1.3502 |
1.6727 |
1.9501 |
2.2509 |
2.5217 |
Unaccounted-for |
0.3642 |
0.8798 |
1.0873 |
1.2699 |
1.4691 |
1.6683 |
Projections are based on the 75th percentile forecast values from the Draft Triangle Area Water Partnership Regional Water Supply Plan (HDR/Hazen -2025) and from The Town of Apex Long Range Water Supply Plan (HDR - 2023). Future Supply Sources
Source Name |
PWSID |
Source Type |
Additional Supply |
Year Online |
Year Offline |
Type |
Recycled Process Water at CAWTP |
03-92-045 |
Surface |
0.7600 |
2030 |
|
Regular |
Recycled Process Water at CAWTP |
03-92-045 |
Surface |
0.2000 |
2040 |
|
Regular |
Recycled Process Water at CAWTP |
03-92-045 |
Surface |
0.1400 |
2050 |
|
Regular |
Recycled Process Water at CAWTP |
03-92-045 |
Surface |
0.0600 |
2060 |
|
Regular |
Round 5 Jordan Lake Allocation |
03-92-045 |
Surface |
6.1000 |
2040 |
|
Regular |
1. The future round of Jordan Lake water supply storage allocation requests are based on projected demands for year 2070.
2. The additional water supply storage allocation amount is consistent with the Cary Long Range Water Resources Plan (HDR, 2025) as well as the draft Regional Water Supply Plan being developed by the Triangle Water Supply Partnership (formerly the Jordan Lake Partnership) and the Apex LRWSP (HDR, 2023).
3. Recycling of process water use at the Cary Apex WTF is included as a potential future water supply and is approximated as 10% of the forecasted Raw Water Supply up to 5 MGD. The values provided are estimated and reflect 77% of the potential recovery based on Cary’s ownership share of CAWTF.
Demand v/s Percent of Supply
|
2024 |
2030 |
2040 |
2050 |
2060 |
2070 |
Surface Water Supply |
10.6000 |
10.6000 |
10.6000 |
10.6000 |
10.6000 |
10.6000 |
Ground Water Supply |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Purchases |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Future Supplies |
0.7600 |
7.0600 |
7.2000 |
7.2600 |
7.2600 |
Total Available Supply (MGD) |
10.6000 |
11.3600 |
17.6600 |
17.8000 |
17.8600 |
17.8600 |
Service Area Demand |
5.8462 |
8.9800 |
11.0600 |
12.9500 |
14.9500 |
16.6900 |
Sales |
0.0078 |
0.0140 |
0.0140 |
0.0140 |
0.0140 |
0.0140 |
Future Sales |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
0.0000 |
Total Demand (MGD) |
5.8540 |
8.9940 |
11.0740 |
12.9640 |
14.9640 |
16.7040 |
Demand as Percent of Supply |
55% |
79% |
63% |
73% |
84% |
94% |

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 44 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.
The Apex Long Range Water Resources Plan was updated in 2023 and includes an evaluation of water conservation programs with considerations and recommendations.
Are there other demand management practices you will implement to reduce your future supply needs? The Apex LRWRP was updated in 2023 by HDR and includes an evaluation of water conservation programs with considerations and recommendations such as utilizing reclaimed water to reduce drinking water demand and encouraging water-efficient landscaping choices such as xeriscaping and drought-tolerant plant selection.
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs? The Apex Long Range Water Resources Plan and the Triangle Water Partnership Regional Water Supply Plan Draft includes an evaluation of water supply alternatives including a phase IV WTP expansion and considering future potential sources.
How does the water system intend to implement the demand management and supply planning components above? Apex has committed to a regional approach for water demand management and supply planning by partnering with the towns of Cary and Morrisville to implement our Long Range Water Resources Plan which encompasses supply, demand, conservation, etc. The plan also encompasses strategies for potential water capacities, implementation requirements, regulatory considerations, policy implications, and general practices. Apex is also a member of The Central Pines Triangle Water Supply Partnership for long range demand and supply planning with other regional entities.
Additional Information
Has this system participated in regional water supply or water use planning? Yes, Yes. Apex is currently participating in the Central Pines Triangle Water Partnership Regional Water Supply Plan that is partnered with HDR, Hazen and regional utilities throughout the Triangle and surrounding areas.
What major water supply reports or studies were used for planning? The Town of Apex Long Range Water Supply Plan (HDR - 2023), The Triangle Water Partnership Regional Water Supply Plan Draft Apex forecast (HDR and Hazen 2024) and the Cary Long Range Water Supply Plan (HDR - 2025).
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:
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.
|