Hickory

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: Hickory   PWSID: 01-18-010
Mailing Address:P.O. Box 398
Hickory, NC 28603
Ownership:Municipality
 
Contact Person:William HamblinTitle:Public Utilities Director
Phone:828-323-7427Cell/Mobile:--
 
Secondary Contact:David Cox Phone:828-323-7427
Mailing Address:PO Box 398
Hickory, NC 28603
Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12 1.50 %
Cast Iron 2-8 3.00 %
Ductile Iron 6-30 24.50 %
Galvanized Iron 2 1.00 %
Polyvinyl Chloride 2-12 70.00 %
What are the estimated total miles of distribution system lines?   748 Miles
How many feet of distribution lines were replaced during 2024?   512 Feet
How many feet of new water mains were added during 2024?   19,546 Feet
How many meters were replaced in 2024?   322
How old are the oldest meters in this system?   35 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   1,177
What is this system's finished water storage capacity?   11.1000 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, Annually
Does this system have a valve exercise program?   Yes, Annually
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
Water Conservation
What type of rate structure is used?   Flat/Fixed, Uniform
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 Hickory is connected with multiple PWS's. These include Burke County, Icard Water, Caldwell County, Granite Falls, Newton, & Mooresville. No contracts exist for the operations of these interconnects.

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Catawba River (03-1)80 %
South Fork Catawba River (03-2)20 %
County(s)% of Service Population
Catawba96 %
Alexander3 %
Burke1 %
What was the year-round population served in 2024?   70,228
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 27,649 3.6848 0 0.0000
Commercial 3,295 5.7179 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.3761 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
Alexander County 01-02-020 1.1834 365 2.0000 2026 Yes Yes 8 &12 Regular
Catawba 01-18-040 0.0710 365 0.2250 Yes Yes 12 Regular
Conover 01-18-020 1.8730 365 3.0000 Yes Yes 12,20 Regular
Icard Township WC 01-12-060 0.5274 365 1.0000 2033 Yes Yes 12, 8 Regular
Longview 01-18-025 0.7884 365 2.5000 2039 Yes Yes 12&8 Regular
Maiden 01-18-030 1.0512 365 3.0000 2027 Yes Yes 36 Regular
Mooresville 00-01-958 0.0000 0 0.5000 2020 No Yes 16 Emergency
Newton 01-18-015 0.0000 0 0.0000 No Yes 8,12 Emergency
Southeast Catawba County 20-18-004 0.4433 365 1.0000 2040 Yes Yes 12,20 Regular

Icard Township Water purchases water from the City of Hickory in two locations (0.4611 MGD from the Airport and 0.0663 MGD from the Old Shelby Rd.) and from the Town of Valdese in one location. Sales shown for the City of Hickory total these two locations whereas purchases reported by Icard are for the main (Airport) location only.

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 15.4634 May 17.2382 Sep 18.4997
Feb 15.7287 Jun 20.4829 Oct 19.1603
Mar 14.7956 Jul 20.6081 Nov 16.4392
Apr 16.1897 Aug 19.3351 Dec 15.1986

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
Catawba River Lake Hickory 17.4283 365 0.0000 32.0000 C 16,129.0000

* 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
Catawba River Lake Hickory 1,118 Yes Catawba River (03-1) Catawba Regular
What is this system's off-stream raw water supply storage capacity?   0 Million gallons
Are surface water sources monitored?   Yes, Daily
Are you required to maintain minimum flows downstream of its intake or dam?   No
Does this system anticipate transferring surface water between river basins?   Yes

The Henry Fork WWTF discharges into the South Fork of the Catawba River Basin.

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
Granite Falls 01-14-030 0.0749 365 0.0000 2023 Yes Yes 8 Regular

This water purchase is for one specific location. Meter readings showed 27344200 or 0.0749 MGD.

Water Treatment Plants
Plant Name Permitted Capacity
(MGD)
Is Raw Water Metered? Is Finished Water Ouput Metered? Source
Hickory WTP 32.0000 Yes Yes Catawba River
Did average daily water production exceed 80% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Did average daily water production exceed 90% of approved plant capacity for five consecutive days during 2024?  No
     If yes, was any water conservation implemented?  
Are peak day demands expected to exceed the water treatment plant capacity in the next 10 years?  No

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Average Daily
Discharge (MGD)
Jan 7.3243 May 6.7636 Sep 7.1793
Feb 5.7074 Jun 5.2995 Oct 5.7797
Mar 6.6739 Jul 5.8403 Nov 5.3502
Apr 5.5413 Aug 6.8015 Dec 6.0466

How many sewer connections does this system have?   18,204
How many water service connections with septic systems does this system have?   9,445
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
NC0020401 WWTP 6.0000 6.0000 2.9113 Catawba River Catawba River (03-1)
NC0040797 WWTP 9.0000 9.0000 3.1246 Henry Fork River South Fork Catawba River (03-2)
NCG590036 WTP 0.0000 0.0000 0.1840 Catawba River Catawba River (03-1)

NCG590036 is the discharge for a water treatment facility and is process water only.

Wastewater Interconnections
Water System PWSID Type Average Daily Amount Contract
Maximum (MGD)
MGD Days Used
Alexander County 01-02-020 Receiving 0.0942 365 0.5000
Burke Co 01-12-065 Receiving 0.4724 365 0.5000
Longview 01-18-025 Receiving 0.3672 365 1.5000

Burke County sewer passes through Longview. The Longview flow has been adjusted to accommodate this pass through.

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 70,228 71,282 72,351 73,436 74,538 75,656
Seasonal Population 0 0 0 0 0 0
 
Residential 3.6848 3.7401 3.7962 3.8531 3.9109 3.9696
Commercial 5.7179 5.8323 5.9489 6.0679 6.1893 6.3131
Industrial 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
System Process 0.3761 0.3818 0.3875 0.3933 0.3992 0.4052
Unaccounted-for 1.7551 1.8134 1.8406 1.8683 1.8963 1.9247
Demand v/s Percent of Supply
  2024 2030 2040 2050 2060 2070
Surface Water Supply 32.0000 32.0000 32.0000 32.0000 32.0000 32.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Purchases 0.0749 0.0749 0.0749 0.0749 0.0749 0.0749
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 32.0749 32.0749 32.0749 32.0749 32.0749 32.0749
Service Area Demand 11.5339 11.7676 11.9732 12.1826 12.3957 12.6126
Sales 5.9215 12.7250 12.7250 12.7250 12.7250 12.7250
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 17.4554 24.4926 24.6982 24.9076 25.1207 25.3376
Demand as Percent of Supply 54% 76% 77% 78% 78% 79%

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 52 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.    

Are there other demand management practices you will implement to reduce your future supply needs?   

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   

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, Yes, we participate in the CWWMG Integrated Water Resources Planning and water use study as well as the annual water audit.

What major water supply reports or studies were used for planning?  

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.