The Harbour / The Point

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: The Harbour / The Point   PWSID: 01-49-185
Mailing Address:P.O. Box 240908
Charlotte, NC 28224		Ownership:Business
 
Contact Person:Harshna PatelTitle:Water Quality Coordinator
Phone:704-608-4974Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Ductile Iron 8" 2.40 %
Polyvinyl Chloride 2-12 97.60 %
What are the estimated total miles of distribution system lines?   45 Miles
How many feet of distribution lines were replaced during 2024?   0 Feet
How many feet of new water mains were added during 2024?   0 Feet
How many meters were replaced in 2024?   13
How old are the oldest meters in this system?   1 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   30
What is this system's finished water storage capacity?   0.5410 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

The 29 water connections listed are those not going to septic tanks: 8 connections are for boat docks/misc, 22 commercial/residential irrigation.

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

With the AMI meters installed over past years, customers have ability to track water usage via their My Utility Account portal. These assists to track monthly use and compare it to previous periods to help reduce non-revenue water loss. Also, the AMI meters help detect leaks with unusual water usage activity.
The company's water accountability program tracks pumpage, known water loss (from system processes, identified leaks, etc.) and water sold to determine monthly unaccounted for water loss. Water produced is compared to water billed. Higher or unusual customer usage is flagged when compared to customer's usage history. Outsource to private contractors to find water loss in the system based on company’s annual unaccounted water loss report.

Water Conservation
What type of rate structure is used?   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

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Catawba River (03-1)100 %
County(s)% of Service Population
Iredell100 %
What was the year-round population served in 2024?   4,076
Has this system acquired another system since last report?   No

Population is determined by multiplying the number of connections (minus irrigation/boat docs) by 2.57 which is the average persons per household as
determined by the 2019-2023 census data for Iredell County NC.
https://www.census.gov/quickfacts/fact/table/iredellcountynorthcarolina,US/HSD310223#HSD310223

Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 1,591 0.5328 0 0.0000
Commercial 25 0.0061 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.)?   0.0002 MGD

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 0.3595 0.4711 May 0.5294 0.7038 Sep 0.7022 0.9200
Feb 0.3512 0.4311 Jun 1.1040 1.3351 Oct 0.7769 0.8851
Mar 0.3471 0.4189 Jul 0.8333 1.1712 Nov 0.4715 0.6873
Apr 0.4770 0.6373 Aug 0.6528 0.8618 Dec 0.3604 0.4349

Ground Water Sources
Name or Number Average Daily Withdrawal (MGD) Max Day Withdrawal (MGD) 12-Hour Supply
(MGD)		 CUA Reduction Year Offline Use Type
MGD Days Used
03 0.0000 0 0 0.0220 Regular
05 0.0157 362 0.05 0.0400 Regular
11 0.0250 354 0.043 0.0720 Regular
12 0.0346 364 0.075 0.0850 Regular
13 0.0126 364 0.033 0.0190 Regular
24 0.0171 340 0.038 0.0420 Regular
25 0.0120 352 0.024 0.0560 Regular
26 0.0173 360 0.089 0.0400 Regular
27 0.0275 351 0.087 0.0720 Regular
28 0.0165 364 0.041 0.0430 Regular
29 0.0062 359 0.017 0.0130 Regular
30 0.0128 344 0.031 0.0270 Regular
32 0.0000 0 0 0.0150 Regular
33 0.0051 215 0.010 0.0250 Regular
34 0.0119 360 0.028 0.0230 Regular
Ground Water Sources (continued)
Name or Number Well Depth (Feet) Casing Depth
(Feet)		 Screen Depth (Feet) Well Diameter (Inches) Pump Intake Depth (Feet) Metered?
Top Bottom
03 765 64 8 390 Yes
05 705 80 8 325 Yes
11 725 78 8 462 Yes
12 630 65 8 547 Yes
13 700 52 8 420 Yes
24 800 80 8 430 Yes
25 800 77 8 450 Yes
26 800 52 8 310 Yes
27 800 84 8 420 Yes
28 600 85 8 336 Yes
29 800 90 8 400 Yes
30 800 55 8 425 Yes
32 925 84 8 399 Yes
33 800 63 8 399 Yes
34 750 118 8 357 Yes
Are ground water levels monitored?   Yes, As Needed
Does this system have a wellhead protection program?   Yes

Removed Wells 1, 2, 4, 14-23, 31, 6-10 (19 wells) from inventory.

As of 3/30/23 this wells were deactivated and will not be used for future use. 2nd interconnect was installed with Mooresville..

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
Town of Mooresville 01-49-015 0.3738 366 0.6560 2033 Yes Yes 8 Regular

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.0000
Mar 0.0000 Jul 0.0000 Nov 0.0000
Apr 0.0000 Aug 0.0000 Dec 0.0000

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   1,586
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

Backwash permit rescinded

5. Planning

Projections
  2024 2030 2040 2050 2060 2070
Year-Round Population 4,076 4,254 4,456 4,473 4,473 4,490
Seasonal Population 0 0 0 0 0 0
 
Residential 0.5328 0.5467 0.5718 0.5736 0.5754 0.5773
Commercial 0.0061 0.0171 0.0179 0.0179 0.0180 0.0180
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 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002
Unaccounted-for 0.0414 0.0433 0.0453 0.0454 0.0456 0.0457
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 0.5940 0.5940 0.5940 0.5940 0.5940 0.5940
Purchases 0.6560 0.6560 0.6560 0.6560 0.6560 0.6560
Future Supplies 0.0000 0.0000 0.0000 0.0000 0.0000
Total Available Supply (MGD) 1.2500 1.2500 1.2500 1.2500 1.2500 1.2500
Service Area Demand 0.5805 0.6073 0.6352 0.6371 0.6392 0.6412
Sales 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000 0.0000 0.0000
Total Demand (MGD) 0.5805 0.6073 0.6352 0.6371 0.6392 0.6412
Demand as Percent of Supply 46% 49% 51% 51% 51% 51%

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 131 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?   Continue to utilize the annual Consumer Confidence Report and our website to promote water conservation. Water Efficiency Rebate Program for Water Conservation. Continue to implement water loss detection services within the distribution system. Company has allocated budgetary resources for professional services related to water loss detection within the distribution system.

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   None at this time. If needed, we can negotiate additional water purchase from Town of Mooresville.

How does the water system intend to implement the demand management and supply planning components above?   We would pursue engineering design and state approval for any changes to our water supply.

Additional Information

Has this system participated in regional water supply or water use planning?  No

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.