Catawba IBT Annual Report 2020

2020 Annual Report on
Interbasin Transfers from the
Catawba River Basin
North Carolina Division of Water Resources
DWR
Division of Water Resources
Department of Environmental Quality
September 2020

INTRODUCTION
This report has been prepared in accordance with the Settlement Agreement signed on
December 3, 2010 reached between the States of South Carolina and North Carolina,
Duke Energy Carolinas LLC, and the Catawba River Water Supply Project. As a condition
of that agreement, "each State shall prepare an annual report of the average daily
transfer amounts for each entity holding an [Interbasin Transfer] IBT certificate and
provide it to the other State." Therefore, this annual report is intended to be a summary
of IBTs to and from the Catawba River Basin that are conducted by IBT certificate
holders.
BACKGROUND: IBT LAW IN NORTH CAROLINA
In 1993, the North Carolina Legislature enacted General Statute G.S. §143-215.22I as
part of An Act to Regulate Interbasin Transfers (Session Law 1993-348). This law
regulated large surface water transfers between river basins by requiring a certificate
from the Environmental Management Commission (EMC). Following General Statute
G.S. §143-215.221, a transfer certificate was required for new surface water transfers of
2.0 million gallons per day (MGD) or more.
Due to the fact that the Surface Water Transfer Act was first adopted in 1993, many of
the IBT rules and requirements reference a system's daily flows and capacity at that
time. Facilities that were in existence prior to 1993 are said to have Grandfathered
Transfers up to either 25 percent above their average daily flow at that time, their
maximum system capacity at that time, or 2 MGD - whichever is greater. If a facility
existed or was under construction by July 1, 1993, a certificate is not required up to the
full capacity of that facility to transfer water, regardless of the transfer amount.
An important point in North Carolina's IBT law is that it creates its own, specific
definition of a "river basin." According to G.S. §143-215.22G, there are 38 designated
river basins. An IBT certificate is required for any transfer, meeting the statutorily
defined thresholds, between any of these defined river basins. Figure 1 illustrates the
designated river basins.
1

Figure 1: Statutorily designated IBT river basins
Designated Interbasin Transfer River Basins
As defined in G.S. §143-215.22G
13.1
BASIN NAME
1-1 Broad River
2-1 Haw River
2-2 Deep River
2-3 Cape Fear River
2-4 South liver
2-5 Northeast Cape Fear River
2-6 New River
BASIN NAME BASIN NAME
7-1 Little Tennessee River 15-1 Tar River
7-2 Tuskasegee River 15-2 Fishing Creek
15-3 Pamlico River & Sound
8-1 Savannah River
9-1 Lumber River
9-2 Big Shoe Heel Creek
9-3 Waccamaw River
9-4 Shallotte River
3-1 Catawba River
3-2 South Fork Catawba River 10-1 Neuse River
10-2 Contentnea Creek
4-1 Chowan River 10-3 Trent River
4-2 Meherrin River
5-1 Nolichucky River
5-2 French Broad River
5-3 Pigeon River
6-1 Hiwassee River
11-1 New River
12-1 Albemarle Sound
13-1 Ocoee River
14-1 Roanoke River
14-
16-1 Watauga River
17-1 White Oak River
18-1 Yadkin River
18-2 South Yadkin River
18-3 Uwhanie River
18-4 Rocky River
The current procedure for obtaining an IBT Certificate is specifically laid out in
G.S. § 143-215.22L. The full process can take three to five years (or more), requires local
and interstate notification, and offers a number of opportunities for public comment
and review. The passage in 2013 of Session Law 2013-388 changed the way in which a
proposed IBT is calculated, among other revisions. Instead of a maximum daily transfer,
the revised calculation is based on an average daily transfer calculated over a calendar
month. Even though the statistical calculation was changed, the 2.0 MGD threshold
remained the same. The full text of IBT statute §143-215.22L is included as Appendix A
in this report. Previous IBT statutes are available on the Division of Water Resources
(DWR) website at: DWR IBT Rules & Regulations.
As of September 2021, the North Carolina EMC has issued nine IBT certificates. Two of
these certificates directly affect the Catawba River Basin. Those two certificates,
Charlotte Water (formerly Charlotte Mecklenburg Utilities) and the Cities of Concord
and Kannapolis, are further discussed in this report. Throughout North Carolina there
are approximately 130 water systems that have surface water transfers, most of which
transfer less than 2.0 MGD on a maximum day basis. These water systems are not
required to obtain an IBT certificate until they exceed the statutory thresholds. Since
these systems are not required to obtain an IBT certificate, they are not discussed in this
document.
2

CHARLOTTE WATER
Charlotte Water, formerly Charlotte Mecklenburg Utilities, has held an IBT certificate
since March 14, 2002. The certificate allows Charlotte Water to transfer up to 33.0
MGD from the Catawba River Basin to the Rocky River basin. Figure 2 illustrates
Charlotte Water's two water intakes (identified by yellow stars) in the Catawba River
basin, and five wastewater treatment plants (identified by red stars) throughout the
Catawba and Rocky River basins. The utility pursued this certificate in order to meet
projected demands through 2030 in eastern Mecklenburg County. Specific details of
Charlotte Water's service area and sales are included in Appendix B, Charlotte Water
2020 IBT Annual Report.
Figure 2: Charlotte Water Service Area
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rmanln;-k
cDowe!! Creek
and Lake take
ON
NC 1 SC State Line
ine Creek
Ma
MECKLENBURG
'ugar CreekWWTP
ROWAN
CABARRUS
Cabarrus Co RR
and Creek WWTP
'poi
UNION
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3

In May 2013, Charlotte Water was granted a modification to the original IBT Certificate
from the EMC, which removed Condition 3 from the Certificate. Condition 3 stated that,
"the Goose Creek subbasin in Mecklenburg County is removed from the area to be served
by the IBT. A moratorium on the installation of new interbasin transfer water lines
(water lines crossing the ridgeline) into Goose Creek subbasin is in effect until the
impacts of additional urban growth on the endangered species are fully evaluated." This
condition was removed after the EMC determined that the Town of Mint Hill's 2010
Post -Construction Ordinance (PCO) permanently implemented appropriate mitigation
measures for impacts to the Carolina Heelsplitter (Lasmigona decorata) in the Goose
Creek watershed. Removal of this condition allows Charlotte Water to provide water
service to customers in the Goose Creek watershed.
Charlotte Water provides water to retail customers in the Rocky River basin, including
customers in the City of Concord and Town of Harrisburg, in neighboring Cabarrus
County. Charlotte Water can transfer treated potable water to the Town of Harrisburg
through two metered connections to their water system. Harrisburg's service area is
entirely within the Rocky River basin and is included in Charlotte Water's IBT amounts.
Water is only provided to Concord as an emergency backup to Concord's primary supply
consisting of Lake Howell and several smaller reservoirs. All of these reservoirs are
within the Rocky River basin. The Cities of Concord and Kannapolis received an IBT
Certificate in January 2007 for the transfer of up to 10.0 MGD from the Catawba River
basin to the Rocky River basin; therefore, any water sold to Concord is not applied to
Charlotte Water's IBT amount.
Charlotte Water's IBT calculation methodology was approved by DWR in June 2006. Per
the certificate, Charlotte Water reports the maximum daily IBT amounts annually to
DWR until such time as the transfer amount exceeds 80 percent of the authorized
amount. Once that amount is exceeded, Charlotte Water is required to report monthly.
To date, Charlotte Water has not exceeded 80 percent of the authorized IBT amount.
Charlotte Water's IBT certificate requires an annual report listing the maximum daily
transfer for the calendar year. The average daily and maximum daily transfers for 2020
are presented below in Table 1. Charlotte Water's 2020 IBT annual report is included in
Appendix B. Annual reports from 2002-2020 are available on the division's website at,
Charlotte Water IBT Page.
Table 1: Charlotte Water 2020 Interbasin Transfers
Calendar Year
Avg. Annual IBT (MGD)
Max. Day IBT (MGD)
2020
17.74 (53.7%)
23.66 (71.7%)
Values in parentheses represent the percentage of the total allowable transfer per the IBT Certificate.
4

CONCORD AND KANNAPOLIS
The Cities of Concord and Kannapolis (the cities) have held an IBT certificate since
January 2007. This certificate authorizes the transfer of up to 10.0 MGD from the
Catawba River basin to the Rocky River basin and 10.0 MGD from the Yadkin River basin
to the Rocky River basin. These amounts were authorized based on the cities' needs
through 2035 and an analysis of the yield of available water sources. In addition, the
cities have a grandfathered transfer capacity (based on infrastructure in place prior to
1993) of 6.0 MGD from the South Yadkin River basin to the Rocky River basin. Figure 3
illustrates the cities' service area and interbasin transfers. Specific details of the cities'
service area and sales are included in Appendix C, Concord and Kannapolis' 2020 IBT
Annual Report.
Figure 3: Concord and Kannapolis Service Area
In 2010, the cities reached a settlement in a lawsuit filed by the Catawba River
Foundation, Inc. and the Protect the Catawba Coalition. While this settlement
agreement does not affect the IBT Certificate, its conditions, or required reporting, the
5

cities did agree to several operational conditions in the Catawba River basin. Until July 1,
2015, the cities agreed to transfer no more than 3.0 MGD (on a maximum day basis)
from the Catawba River basin. Thereafter, the cities must first transfer 5.0 MGD from
the Yadkin River basin before exceeding an IBT of 3.0 MGD from the Catawba River
basin. During designated droughts beyond July 1, 2015, following either Low Inflow
Protocol (LIP) or Drought Management Advisory Council (DMAC) Drought Stage
declaration, the cities have agreed to limit the Catawba River basin IBT so that it
corresponds to water use reduction goals. Further details about this agreement,
including the water use reduction goals after July 2015, can be found in Appendix C.
The cities' IBT certificate requires an annual report listing the maximum daily transfer
for the calendar year. The average daily and maximum daily transfers for 2020 are
summarized below in Table 2.
Table 2: Concord and Kannapolis 2020 Interbasin Transfers
Calendar
Year
Catawba to Rocky'
Yadkin to Rocky2
Second Creek (South
Yadkin) to Rocky3
Avg. Daily
(MGD)
Max. Day
(MGD)
Avg. Daily
(MGD)
Max. Day
(MGD)
Avg. Daily
(MGD)
Max. Day
(MGD)
2020
0.006
(0.06%)4
1.83
(18.3%)
3.46
(34.6%)
4.49
(44.9%)
-0.27
(-4.5%)
-0.19
(-3.17%)
1 Maximum Day IBT of 10 MGD from the Catawba River Basin to the Rocky River Basin.
2 Maximum Day IBT of 10 MGD from the Yadkin River Basin to the Rocky River Basin.
3 The grandfathered 6 MGD Max -Day IBT from the South Yadkin into the Rocky is not included in the 10 MGD IBT
limit from the Yadkin.
4 Values in parentheses represent the percentage of the total allowable transfer per the Concord Kannapolis IBT
Certificate. No value listed is effectively zero.
In 2020, the maximum day IBT from the Catawba River Basin was 1.83 MGD, which
represents 18.3 percent of the permitted maximum day transfer of 10 MGD under the
IBT Certificate approved by the EMC in January 2007. The maximum day IBT from the
Yadkin River Basin during the calendar year 2020 was 4.49 MGD, which represents 44.9
percent of the permitted maximum day of 10 MGD IBT from the Yadkin River Basin
under the IBT Certificate.
The average day IBT from the Catawba River Basin was 0.006 MGD, which represents
0.06 percent of the permitted maximum day transfer of 10 MGD. The average day IBT
from the Yadkin River Basin was 3.46 MGD, which represents 34.6 percent of the
permitted maximum day transfer of 10 MGD. There was a transfer of raw water from
Second Creek with a maximum day of -0.19 MGD, which represents -3.17 percent of the
allowable maximum day transfer of 6 MGD from the South Yadkin River Basin under the
grandfathered transfer. The 2020 annual report is included in Appendix C. Annual
reports from 2007-2020 are available on the division's website at, Concord & Kannapolis
IBT Page.
6

CONCLUSION
Based on the information previously discussed in this report, the Division of Water
Resources estimates that IBT certificate holders transferred approximately 21.21 MGD,
on an average daily basis, from the Catawba River basin in 2020. On a maximum day
basis, approximately 29.98 MGD was transferred from the Catawba River basin in 2020.
None of the transfers from the Catawba River basin exceeded 80 percent of the
allowable transfer; therefore, annual reports will continue to be the required
monitoring procedure. For any questions concerning these IBTs please contact Kim
Nimmer with the NC Division of Water Resources at [phone]. Further
information about North Carolina's Interbasin Transfer program can be found on DWR's
website at, DWR IBT Page. Past annual reports on the interbasin transfers from the
Catawba River Basin, as well as the South Carolina vs. North Carolina Settlement
Agreement can be found at, Catawba Settlement Agreement.
7

Appendix A:
North Carolina General Statute §143-215.22L
8

§ 143-215.22L. Regulation of surface water transfers.
(a) Certificate Required. — No person, without first obtaining a certificate from the
Commission, may:
(1) Initiate a transfer of 2,000,000 gallons of water or more per day, calculated
as a daily average of a calendar month and not to exceed 3,000,000 gallons
per day in any one day, from one river basin to another.
(2) Increase the amount of an existing transfer of water from one river basin to
another by twenty-five percent (25%) or more above the average daily
amount transferred during the year ending 1 July 1993 if the total transfer
including the increase is 2,000,000 gallons or more per day.
(3) Increase an existing transfer of water from one river basin to another above
the amount approved by the Commission in a certificate issued under G.S.
162A-7 prior to 1 July 1993.
(b) Exception. — Notwithstanding the provisions of subsection (a) of this section, a
certificate shall not be required to transfer water from one river basin to another up to the full
capacity of a facility to transfer water from one basin to another if the facility was in existence
or under construction on 1 July 1993.
(c) Notice of Intent to File a Petition. — An applicant shall prepare a notice of intent to
file a petition that includes a nontechnical description of the applicant's request and an
identification of the proposed water source. Within 90 days after the applicant files a notice of
intent to file a petition, the applicant shall hold at least one public meeting in the source river
basin upstream from the proposed point of withdrawal, at least one public meeting in the source
river basin downstream from the proposed point of withdrawal, and at least one public meeting
in the receiving river basin to provide information to interested parties and the public regarding
the nature and extent of the proposed transfer and to receive comment on the scope of the
environmental documents. Written notice of the public meetings shall be provided at least 30
days before the public meetings. At the time the applicant gives notice of the public meetings,
the applicant shall request comment on the alternatives and issues that should be addressed in
the environmental documents required by this section. The applicant shall accept written
comment on the scope of the environmental documents for a minimum of 30 days following
the last public meeting. Notice of the public meetings and opportunity to comment on the scope
of the environmental documents shall be provided as follows:
(1) By publishing notice in the North Carolina Register.
(2) By publishing notice in a newspaper of general circulation in:
a. Each county in this State located in whole or in part of the area of the
source river basin upstream from the proposed point of withdrawal.
b. Each city or county located in a state located in whole or in part of
the surface drainage basin area of the source river basin that also falls
within, in whole or in part, the area denoted by one of the following
eight -digit cataloging units as organized by the United States
Geological Survey:
03050105 (Broad River: NC and SC);
03050106 (Broad River: SC);
03050107 (Broad River: SC);
03050108 (Broad River: SC);
05050001 (New River: NC and VA);
05050002 (New River: VA and WV);
03050101 (Catawba River: NC and SC);
03050103 (Catawba River: NC and SC);
03050104 (Catawba River: SC);
G.S. 143-215.22L Page 1

(3)
G.S. 143-215.22L
03010203 (Chowan River: NC and VA);
03010204 (Chowan River: NC and VA);
06010105 (French Broad River: NC and TN);
06010106 (French Broad River: NC and TN);
06010107 (French Broad River: TN);
06010108 (French Broad River: NC and TN);
06020001 (Hiwassee River: AL, GA, TN);
06020002 (Hiwassee River: GA, NC, TN);
06010201 (Little Tennessee River: TN);
06010202 (Little Tennessee River: TN, GA, and NC);
06010204 (Little Tennessee River: NC and TN);
03060101 (Savannah River: NC and SC);
03060102 (Savannah River: GA, NC, and SC);
03060103 (Savannah River: GA and SC);
03060104 (Savannah River: GA);
03060105 (Savannah River: GA);
03040203 (Lumber River: NC and SC);
03040204 (Lumber River: NC and SC);
03040206 (Lumber River: NC and SC);
03040207 (Lumber River: NC and SC);
03010205 (Albemarle Sound: NC and VA);
06020003 (Ocoee River: GA, NC, and TN);
03010101 (Roanoke River: VA);
03010102 (Roanoke River: NC and VA);
03010103 (Roanoke River: NC and VA);
03010104 (Roanoke River: NC and VA);
03010105 (Roanoke River: VA);
03010106 (Roanoke River: NC and VA);
06010102 (Watauga River: TN and VA);
06010103 (Watauga River: NC and TN);
03040101 (Yadkin River: VA and NC);
03040104 (Yadkin River: NC and SC);
03040105 (Yadkin River: NC and SC);
03040201 (Yadkin River: NC and SC);
03040202 (Yadkin River: NC and SC).
c. Each county in this State located in whole or in part of the area of the
source river basin downstream from the proposed point of
withdrawal.
d. Any area in the State in a river basin for which the source river basin
has been identified as a future source of water in a local water supply
plan prepared pursuant to G.S. 143-355(1).
e. Each county in the State located in whole or in part of the receiving
river basin.
By giving notice by first-class mail or electronic mail to each of the
following:
a. The board of commissioners of each county in this State or the
governing body of any county or city that is politically independent
of a county in any state that is located entirely or partially within the
source river basin of the proposed transfer and that also falls within,
in whole or in part, the area denoted by one of the eight -digit
Page 2

cataloging units listed in sub -subdivision b. of subdivision (2) of this
subsection.
b. The board of commissioners of each county in this State or the
governing body of any county or city that is politically independent
of a county in any state that is located entirely or partially within the
receiving river basin of the proposed transfer and that also falls
within, in whole or in part, the area denoted by one of the eight -digit
cataloging units listed in sub -subdivision b. of subdivision (2) of this
subsection.
c. The governing body of any public water system that withdraws water
upstream or downstream from the withdrawal point of the proposed
transfer.
d. If any portion of the source or receiving river basins is located in
another state, all state water management or use agencies,
environmental protection agencies, and the office of the governor in
that state upstream or downstream from the withdrawal point of the
proposed transfer.
e. All persons who have registered a water withdrawal or transfer from
the proposed source river basin under this Part or under similar law
in an another state.
f. All persons who hold a certificate for a transfer of water from the
proposed source river basin under this Part or under similar law in an
another state.
g. All persons who hold a National Pollutant Discharge Elimination
System (NPDES) wastewater discharge permit for a discharge of
100,000 gallons per day or more upstream or downstream from the
proposed point of withdrawal.
h. To any other person who submits to the applicant a written request to
receive all notices relating to the petition.
(d) Environmental Documents. — Except as provided in this subsection, the definitions
set out in G.S. 113A-9 apply to this section. Notwithstanding the thresholds for significant
expenditure of public monies or use of public land set forth in G.S. 113A-9, the Department
shall conduct a study of the environmental impacts of any proposed transfer of water for which
a certificate is required under this section. The study shall meet all of the requirements set forth
in G.S. 113A-4 and rules adopted pursuant to G.S. 113A-4. Notwithstanding G.S. 113A-4(2),
the study shall include secondary and cumulative impacts. An environmental assessment shall
be prepared for any petition for a certificate under this section. The determination of whether an
environmental impact statement shall also be required shall be made in accordance with the
provisions of Article 1 of Chapter 113A of the General Statutes; except that an environmental
impact statement shall be prepared for every proposed transfer of water from one major river
basin to another for which a certificate is required under this section. The applicant who
petitions the Commission for a certificate under this section shall pay the cost of special studies
necessary to comply with Article 1 of Chapter 113A of the General Statutes. An environmental
impact statement prepared pursuant to this subsection shall include all of the following:
(1) A comprehensive analysis of the impacts that would occur in the source river
basin and the receiving river basin if the petition for a certificate is granted.
(2) An evaluation of alternatives to the proposed interbasin transfer, including
water supply sources that do not require an interbasin transfer and use of
water conservation measures.
G.S. 143-215.22L Page 3

(3) A description of measures to mitigate any adverse impacts that may arise
from the proposed interbasin transfer.
(e) Public Hearing on the Draft Environmental Document. — The Commission shall
hold a public hearing on the draft environmental document for a proposed interbasin transfer
after giving at least 30 days' written notice of the hearing in the Environmental Bulletin and as
provided in subdivisions (2) and (3) of subsection (c) of this section. The notice shall indicate
where a copy of the environmental document can be reviewed and the procedure to be followed
by anyone wishing to submit written comments and questions on the environmental document.
The Commission shall prepare a record of all comments and written responses to questions
posed in writing. The record shall include complete copies of scientific or technical comments
related to the potential impact of the interbasin transfer. The Commission shall accept written
comment on the draft environmental document for a minimum of 30 days following the last
public hearing. The applicant who petitions the Commission for a certificate under this section
shall pay the costs associated with the notice and public hearing on the draft environmental
document.
(f) Determination of Adequacy of Environmental Document. — The Commission shall
not act on any petition for an interbasin transfer until the Commission has determined that the
environmental document is complete and adequate. A decision on the adequacy of the
environmental document is subject to review in a contested case on the decision of the
Commission to issue or deny a certificate under this section.
(g) Petition. — An applicant for a certificate shall petition the Commission for the
certificate. The petition shall be in writing and shall include all of the following:
(1) A general description of the facilities to be used to transfer the water,
including current and projected areas to be served by the transfer, current
and projected capacities of intakes, and other relevant facilities.
(2) A description of all the proposed consumptive and nonconsumptive uses of
the water to be transferred.
(3) A description of the water quality of the source river and receiving river,
including information on aquatic habitat for rare, threatened, and endangered
species; in -stream flow data for segments of the source and receiving rivers
that may be affected by the transfer; and any waters that are impaired
pursuant to section 303(d) of the federal Clean Water Act (33 U.S.C. §
1313(d)).
(4) A description of the water conservation measures used by the applicant at
the time of the petition and any additional water conservation measures that
the applicant will implement if the certificate is granted.
(5) A description of all sources of water within the receiving river basin,
including surface water impoundments, groundwater wells, reinjection
storage, and purchase of water from another source within the river basin,
that is a practicable alternative to the proposed transfer that would meet the
applicant's water supply needs. The description of water sources shall
include sources available at the time of the petition for a certificate and any
planned or potential water sources.
(6) A description of water transfers and withdrawals registered under G.S.
143-215.22H or included in a local water supply plan prepared pursuant to
G.S. 143-355(1) from the source river basin, including transfers and
withdrawals at the time of the petition for a certificate and any planned or
reasonably foreseeable transfers or withdrawals by a public water system
with service area located within the source river basin.
G.S. 143-215.22L Page 4

(7) A demonstration that the proposed transfer, if added to all other transfers and
withdrawals required to be registered under G.S. 143-215.22H or included in
any local water supply plan prepared by a public water system with service
area located within the source basin pursuant to G.S. 143-355(1) from the
source river basin at the time of the petition for a certificate, would not
reduce the amount of water available for use in the source river basin to a
degree that would impair existing uses, pursuant to the antidegradation
policy set out in 40 Code of Federal Regulation § 131.12 (Antidegradation
Policy) (1 July 2006 Edition) and the statewide antidegradation policy
adopted pursuant thereto, or existing and planned consumptive and
nonconsumptive uses of the water in the source river basin. If the proposed
transfer would impact a reservoir within the source river basin, the
demonstration must include a finding that the transfer would not result in a
water level in the reservoir that is inadequate to support existing uses of the
reservoir, including recreational uses.
(8) The applicant's future water supply needs and the present and reasonably
foreseeable future water supply needs for public water systems with service
area located within the source river basin. The analysis of future water
supply needs shall include agricultural, recreational, and industrial uses, and
electric power generation. Local water supply plans prepared pursuant to
G.S. 143-355(1) for water systems with service area located within the
source river basin shall be used to evaluate the projected future water needs
in the source river basin that will be met by public water systems.
(9) The applicant's water supply plan prepared pursuant to G.S. 143-355(1). If
the applicant's water supply plan is more than two years old at the time of
the petition, then the applicant shall include with the petition an updated
water supply plan.
(10) Any other information deemed necessary by the Commission for review of
the proposed water transfer.
(h) Settlement Discussions. — Upon the request of the applicant, any interested party, or
the Department, or upon its own motion, the Commission may appoint a mediation officer. The
mediation officer may be a member of the Commission, an employee of the Department, or a
neutral third party but shall not be a hearing officer under subsections (e) or (j) of this section.
The mediation officer shall make a reasonable effort to initiate settlement discussions between
the applicant and all other interested parties. Evidence of statements made and conduct that
occurs in a settlement discussion conducted under this subsection, whether attributable to a
party, a mediation officer, or other person shall not be subject to discovery and shall be
inadmissible in any subsequent proceeding on the petition for a certificate. The Commission
may adopt rules to govern the conduct of the mediation process.
(i) Draft Determination. — Within 90 days after the Commission determines that the
environmental document prepared in accordance with subsection (d) of this section is adequate
or the applicant submits its petition for a certificate, whichever occurs later, the Commission
shall issue a draft determination on whether to grant the certificate. The draft determination
shall be based on the criteria set out in this section and shall include the conditions and
limitations, findings of fact, and conclusions of law that would be required in a final
determination. Notice of the draft determination shall be given as provided in subsection (c) of
this section.
(j) Public Hearing on the Draft Determination. — Within 60 days of the issuance of the
draft determination as provided in subsection (i) of this section, the Commission shall hold
public hearings on the draft determination. At least one hearing shall be held in the affected
G.S. 143-215.22L Page 5

area of the source river basin, and at least one hearing shall be held in the affected area of the
receiving river basin. In determining whether more than one public hearing should be held
within either the source or receiving river basins, the Commission shall consider the differing
or conflicting interests that may exist within the river basins, including the interests of both
upstream and downstream parties potentially affected by the proposed transfer. The public
hearings shall be conducted by one or more hearing officers appointed by the Chair of the
Commission. The hearing officers may be members of the Commission or employees of the
Department. The Commission shall give at least 30 days' written notice of the public hearing as
provided in subsection (c) of this section. The Commission shall accept written comment on the
draft determination for a minimum of 30 days following the last public hearing. The
Commission shall prepare a record of all comments and written responses to questions posed in
writing. The record shall include complete copies of scientific or technical comments related to
the potential impact of the interbasin transfer. The applicant who petitions the Commission for
a certificate under this section shall pay the costs associated with the notice and public hearing
on the draft determination.
(k) Final Determination: Factors to be Considered. — In determining whether a
certificate may be issued for the transfer, the Commission shall specifically consider each of
the following items and state in writing its findings of fact and conclusions of law with regard
to each item:
(1) The necessity and reasonableness of the amount of surface water proposed to
be transferred and its proposed uses.
(2) The present and reasonably foreseeable future detrimental effects on the
source river basin, including present and future effects on public, industrial,
economic, recreational, and agricultural water supply needs, wastewater
assimilation, water quality, fish and wildlife habitat, electric power
generation, navigation, and recreation. Local water supply plans for public
water systems with service area located within the source river basin
prepared pursuant to G.S. 143-355(1) shall be used to evaluate the projected
future water needs in the source river basin that will be met by public water
systems. Information on projected future water needs for public water
systems with service area located within the source river basin that is more
recent than the local water supply plans may be used if the Commission
finds the information to be reliable. The determination shall include a
specific finding as to measures that are necessary or advisable to mitigate or
avoid detrimental impacts on the source river basin.
(3) The cumulative effect on the source major river basin of any water transfer
or consumptive water use that, at the time the Commission considers the
petition for a certificate is occurring, is authorized under this section, or is
projected in any local water supply plan for public water systems with
service area located within the source river basin that has been submitted to
the Department in accordance with G.S. 143-355(1).
(4) The present and reasonably foreseeable future beneficial and detrimental
effects on the receiving river basin, including present and future effects on
public, industrial, economic, recreational, and agricultural water supply
needs, wastewater assimilation, water quality, fish and wildlife habitat,
electric power generation, navigation, and recreation. Local water supply
plans prepared pursuant to G.S. 143-355(1) that affect the receiving river
basin shall be used to evaluate the projected future water needs in the
receiving river basin that will be met by public water systems. Information
on projected future water needs that is more recent than the local water
G.S. 143-215.22L Page 6

supply plans may be used if the Commission finds the information to be
reliable. The determination shall include a specific finding as to measures
that are necessary or advisable to mitigate or avoid detrimental impacts on
the receiving river basin.
(5) The availability of reasonable alternatives to the proposed transfer, including
the potential capacity of alternative sources of water, the potential of each
alternative to reduce the amount of or avoid the proposed transfer, probable
costs, and environmental impacts. In considering alternatives, the
Commission is not limited to consideration of alternatives that have been
proposed, studied, or considered by the applicant. The determination shall
include a specific finding as to why the applicant's need for water cannot be
satisfied by alternatives within the receiving basin, including unused
capacity under a transfer for which a certificate is in effect or that is
otherwise authorized by law at the time the applicant submits the petition.
The determination shall consider the extent to which access to potential
sources of surface water or groundwater within the receiving river basin is
no longer available due to depletion, contamination, or the declaration of a
capacity use area under Part 2 of Article 21 of Chapter 143 of the General
Statutes. The determination shall consider the feasibility of the applicant's
purchase of water from other water suppliers within the receiving basin and
of the transfer of water from another sub -basin within the receiving major
river basin. Except in circumstances of technical or economic infeasibility or
adverse environmental impact, the Commission's determination as to
reasonable alternatives shall give preference to alternatives that would
involve a transfer from one sub -basin to another within the major receiving
river basin over alternatives that would involve a transfer from one major
river basin to another major river basin.
(6) If applicable to the proposed project, the applicant's present and proposed
use of impoundment storage capacity to store water during high -flow periods
for use during low -flow periods and the applicant's right of withdrawal under
G.S. 143-215.44 through G.S. 143-215.50.
(7) If the water to be withdrawn or transferred is stored in a multipurpose
reservoir constructed by the United States Army Corps of Engineers, the
purposes and water storage allocations established for the reservoir at the
time the reservoir was authorized by the Congress of the United States.
(8) Whether the service area of the applicant is located in both the source river
basin and the receiving river basin.
(9) Any other facts and circumstances that are reasonably necessary to carry out
the purposes of this Part.
(1) Final Determination: Information to be Considered. — In determining whether a
certificate may be issued for the transfer, the Commission shall consider all of the following
sources of information:
(1) The petition.
(2) The environmental document prepared pursuant to subsection (d) of this
section.
(3) All oral and written comment and all accompanying materials or evidence
submitted pursuant to subsections (e) and (j) of this section.
(4) Information developed by or available to the Department on the water
quality of the source river basin and the receiving river basin, including
waters that are identified as impaired pursuant to section 303(d) of the
G.S. 143-215.22L Page 7

federal Clean Water Act (33 U.S.C. § 1313(d)), that are subject to a total
maximum daily load (TMDL) limit under subsections (d) and (e) of section
303 of the federal Clean Water Act, or that would have their assimilative
capacity impaired if the certificate is issued.
(5) Any other information that the Commission determines to be relevant and
useful.
(m) Final Determination: Burden and Standard of Proof; Specific Findings. — The
Commission shall grant a certificate for a water transfer if the Commission finds that the
applicant has established by a preponderance of the evidence all of the following:
(1) The benefits of the proposed transfer outweigh the detriments of the
proposed transfer. In making this determination, the Commission shall be
guided by the approved environmental document and the policy set out in
subsection (t) of this section.
(2) The detriments have been or will be mitigated to the maximum degree
practicable.
(3) The amount of the transfer does not exceed the amount of the projected
shortfall under the applicant's water supply plan after first taking into
account all other sources of water that are available to the applicant.
(4) There are no reasonable alternatives to the proposed transfer.
(n) Final Determination: Certificate Conditions and Limitations. — The Commission
may grant the certificate in whole or in part, or deny the certificate. The Commission may
impose any conditions or limitations on a certificate that the Commission finds necessary to
achieve the purposes of this Part including a limit on the period for which the certificate is
valid. The conditions and limitations shall include any mitigation measures proposed by the
applicant to minimize any detrimental effects within the source and receiving river basins. In
addition, the certificate shall require all of the following conditions and limitations:
(1) A water conservation plan that specifies the water conservation measures
that will be implemented by the applicant in the receiving river basin to
ensure the efficient use of the transferred water. Except in circumstances of
technical or economic infeasibility or adverse environmental impact, the
water conservation plan shall provide for the mandatory implementation of
water conservation measures by the applicant that equal or exceed the most
stringent water conservation plan implemented by a public water system that
withdraws water from the source river basin.
(2) A drought management plan that specifies how the transfer shall be managed
to protect the source river basin during drought conditions or other
emergencies that occur within the source river basin. Except in
circumstances of technical or economic infeasibility or adverse
environmental impact, this drought management plan shall include
mandatory reductions in the permitted amount of the transfer based on the
severity and duration of a drought occurring within the source river basin
and shall provide for the mandatory implementation of a drought
management plan by the applicant that equals or exceeds the most stringent
water conservation plan implemented by a public water system that
withdraws water from the source river basin.
(3) The maximum amount of water that may be transferred, calculated as a daily
average of a calendar month, and methods or devices required to be installed
and operated that measure the amount of water that is transferred.
(4) A provision that the Commission may amend a certificate to reduce the
maximum amount of water authorized to be transferred whenever it appears
G.S. 143-215.22L Page 8

that an alternative source of water is available to the certificate holder from
within the receiving river basin, including, but not limited to, the purchase of
water from another water supplier within the receiving basin or to the
transfer of water from another sub -basin within the receiving major river
basin.
(5) A provision that the Commission shall amend the certificate to reduce the
maximum amount of water authorized to be transferred if the Commission
finds that the applicant's current projected water needs are significantly less
than the applicant's projected water needs at the time the certificate was
granted.
(6) A requirement that the certificate holder report the quantity of water
transferred during each calendar quarter. The report required by this
subdivision shall be submitted to the Commission no later than 30 days after
the end of the quarter.
(7) Except as provided in this subdivision, a provision that the applicant will not
resell the water that would be transferred pursuant to the certificate to
another public water system. This limitation shall not apply in the case of a
proposed resale or transfer among public water systems within the receiving
river basin as part of an interlocal agreement or other regional water supply
arrangement, provided that each participant in the interlocal agreement or
regional water supply arrangement is a co -applicant for the certificate and
will be subject to all the terms, conditions, and limitations made applicable
to any lead or primary applicant.
(o) Administrative and Judicial Review. — Administrative and judicial review of a final
decision on a petition for a certificate under this section shall be governed by Chapter 150B of
the General Statutes.
(p) Certain Preexisting Transfers. — In cases where an applicant requests approval to
increase a transfer that existed on 1 July 1993, the Commission may approve or disapprove
only the amount of the increase. If the Commission approves the increase, the certificate shall
be issued for the amount of the preexisting transfer plus any increase approved by the
Commission. A certificate for a transfer approved by the Commission under G.S. 162A-7 shall
remain in effect as approved by the Commission and shall have the same effect as a certificate
issued under this Part. A certificate for the increase of a preexisting transfer shall contain all of
the conditions and limitations required by subsection (m) of this section.
(q) Emergency Transfers. — In the case of water supply problems caused by drought, a
pollution incident, temporary failure of a water plant, or any other temporary condition in
which the public health, safety, or welfare requires a transfer of water, the Secretary of
Environmental Quality may grant approval for a temporary transfer. Prior to approving a
temporary transfer, the Secretary shall consult with those parties listed in subdivision (3) of
subsection (c) of this section that are likely to be affected by the proposed transfer. However,
the Secretary shall not be required to satisfy the public notice requirements of this section or
make written findings of fact and conclusions of law in approving a temporary transfer under
this subsection. If the Secretary approves a temporary transfer under this subsection, the
Secretary shall specify conditions to protect other water users. A temporary transfer shall not
exceed six months in duration, but the approval may be renewed for a period of six months by
the Secretary based on demonstrated need as set forth in this subsection.
(r) Relationship to Federal Law. — The substantive restrictions, conditions, and
limitations upon surface water transfers authorized in this section may be imposed pursuant to
any federal law that permits the State to certify, restrict, or condition any new or continuing
transfers or related activities licensed, relicensed, or otherwise authorized by the federal
G.S. 143-215.22L Page 9

government. This section shall govern the transfer of water from one river basin to another
unless preempted by federal law.
(s) Planning Requirements. — When any transfer for which a certificate was issued
under this section equals or exceeds eighty percent (80%) of the maximum amount authorized
in the certificate, the applicant shall submit to the Department a detailed plan that specifies how
the applicant intends to address future foreseeable water needs. If the applicant is required to
have a local water supply plan, then this plan shall be an amendment to the local water supply
plan required by G.S.143-355(1). When the transfer equals or exceeds ninety percent (90%) of
the maximum amount authorized in the certificate, the applicant shall begin implementation of
the plan submitted to the Department.
(t) Statement of Policy. — It is the public policy of the State to maintain, protect, and
enhance water quality within North Carolina. It is the public policy of this State that the
reasonably foreseeable future water needs of a public water system with its service area located
primarily in the receiving river basin are subordinate to the reasonably foreseeable future water
needs of a public water system with its service area located primarily in the source river basin.
Further, it is the public policy of the State that the cumulative impact of transfers from a source
river basin shall not result in a violation of the antidegradation policy set out in 40 Code of
Federal Regulations § 131.12 (1 July 2006 Edition) and the statewide antidegradation policy
adopted pursuant thereto.
(u) Repealed by Session Laws 2013-388, s. 2, effective August 23, 2013.
(v) Modification of Certificate. — A certificate may be modified as provided in this
subsection:
(1) The Commission or the Department may make any of the following
modifications to a certificate after providing electronic notice to persons who
have identified themselves in writing as interested parties:
a. Correction of typographical errors.
b. Clarification of existing conditions or language.
c. Updates, requested by the certificate holder, to a conservation plan,
drought management plan, or compliance and monitoring plan.
d. Modifications requested by the certificate holder to reflect altered
requirements due to the amendment of this section.
(2) A person who holds a certificate for an interbasin transfer of water may
request that the Commission modify the certificate. The request shall be
considered and a determination made according to the following procedures:
a. The certificate must have been issued pursuant to G.S. 162A-7,
143-215.22I, or 143-215.22L and the certificate holder must be in
substantial compliance with the certificate.
b. The certificate holder shall file a notice of intent to file a request for
modification that includes a nontechnical description of the
certificate holder's request and identification of the proposed water
source.
c. The certificate holder shall prepare an environmental document
pursuant to subsection (d) of this section, except that an
environmental impact statement shall not be required for the
modification of a certificate unless it would otherwise be required by
Article 1 of Chapter 113A of the General Statutes.
d. Upon determining that the documentation submitted by the certificate
holder is adequate to satisfy the requirements of this subsection, the
Department shall publish a notice of the request for modification in
the North Carolina Register and shall hold a public hearing at a
G.S. 143-215.22L Page 10

location convenient to both the source and receiving river basins. The
Department shall provide written notice of the request for the
modification and the public hearing in the Environmental Bulletin, a
newspaper of general circulation in the source river basin, a
newspaper of general circulation in the receiving river basin, and as
provided in subdivision (3) of subsection (c) of this section. The
certificate holder who petitions the Commission for a modification
under this subdivision shall pay the costs associated with the notice
and public hearing.
e. The Department shall accept comments on the requested
modification for a minimum of 30 days following the public hearing.
f. The Commission or the Department may require the certificate
holder to provide any additional information or documentation it
deems reasonably necessary in order to make a final determination.
g. The Commission shall make a final determination whether to grant
the requested modification based on the factors set out in subsection
(k) of this section, information provided by the certificate holder, and
any other information the Commission deems relevant. The
Commission shall state in writing its findings of fact and conclusions
of law with regard to each factor.
h. The Commission shall grant the requested modification if it finds that
the certificate holder has established by a preponderance of the
evidence that the requested modification satisfies the requirements of
subsection (m) of this section. The Commission may grant the
requested modification in whole or in part, or deny the request, and
may impose such limitations and conditions on the modified
certificate as it deems necessary and relevant to the modification.
i. The Commission shall not grant a request for modification if the
modification would result in the transfer of water to an additional
major river basin.
j. The Commission shall not grant a request for modification if the
modification would be inconsistent with the December 3, 2010
Settlement Agreement entered into between the State of North
Carolina, the State of South Carolina, Duke Energy Carolinas, and
the Catawba River Water Supply Project.
(w) Requirements for Coastal Counties and Reservoirs Constructed by the United States
Army Corps of Engineers. — A petition for a certificate (i) to transfer surface water to
supplement ground water supplies in the 15 counties designated as the Central Capacity Use
Area under 15A NCAC 2E.0501, (ii) to transfer surface water withdrawn from the mainstem of
a river to provide service to one of the coastal area counties designated pursuant to G.S.
113A-103, or (iii) to withdraw or transfer water stored in any multipurpose reservoir
constructed by the United States Army Corps of Engineers and partially located in a state
adjacent to North Carolina, provided the United States Army Corps of Engineers approved the
withdrawal or transfer on or before July 1, 2014, shall be considered and a determination made
according to the following procedures:
(1) The applicant shall file a notice of intent that includes a nontechnical
description of the applicant's request and identification of the proposed water
source.
(2) The applicant shall prepare an environmental document pursuant to
subsection (d) of this section, except that an environmental impact statement
G.S. 143-215.22L Page 11

shall not be required unless it would otherwise be required by Article 1 of
Chapter 113A of the General Statutes.
(3) Upon determining that the documentation submitted by the applicant is
adequate to satisfy the requirements of this subsection, the Department shall
publish a notice of the petition in the North Carolina Register and shall hold
a public hearing at a location convenient to both the source and receiving
river basins. The Department shall provide written notice of the petition and
the public hearing in the Environmental Bulletin, a newspaper of general
circulation in the source river basin, a newspaper of general circulation in
the receiving river basin, and as provided in subdivision (3) of subsection (c)
of this section. The applicant who petitions the Commission for a certificate
under this subdivision shall pay the costs associated with the notice and
public hearing.
(4) The Department shall accept comments on the petition for a minimum of 30
days following the public hearing.
(5) The Commission or the Department may require the applicant to provide any
additional information or documentation it deems reasonably necessary in
order to make a final determination.
(6) The Commission shall make a final determination whether to grant the
certificate based on the factors set out in subsection (k) of this section,
information provided by the applicant, and any other information the
Commission deems relevant. The Commission shall state in writing its
findings of fact and conclusions of law with regard to each factor.
(7) The Commission shall grant the certificate if it finds that the applicant has
established by a preponderance of the evidence that the petition satisfies the
requirements of subsection (m) of this section. The Commission may grant
the certificate in whole or in part, or deny the request, and may impose such
limitations and conditions on the certificate as it deems necessary and
relevant. (1993, c. 348, s. 1; 1997-443, ss. 11A.119(a), 15.48(c); 1997-524,
s. 1; 1998-168, s. 4; 2001-474, s. 28; 2007-484, s. 43.7C; 2007-518, s. 3;
2008-125, s. 1; 2008-198, s. 11.5; 2010-155, ss. 2, 3; 2011-398, s. 50;
2013-388, s. 2; 2014-120, s. 37; 2015-90, s. 7; 2015-241, s. 14.30(v).)
G.S. 143-215.22L Page 12

Appendix B:
Charlotte Water's 2020 IBT Annual Report
9

CHARLOTTE
WTER
July 26, 2021
Ms. Kim Nimmer
Water Supply Planning Branch
N.C. Division of Water Resources
1611 Mail Service Center
Raleigh, North Carolina 27699-1611
Subject: IBT Report for 2020
Dear Ms. Nimmer:
We are sending our calendar year 2020 IBT Annual Report. We are also transmitting this report to
you electronically. The report follows the format of earlier reports and includes a narrative section
with background and program progress reports along with spreadsheets detailing the IBT amount
calculation.
For calendar year 2020, we experienced an actual maximum day IBT based in July billing data of
23.66 mgd. Of our authorized 33 mgd IBT, this value was approximately 71.7%. The average IBT
was 17.74 mgd, approximately 53.7% of authorized IBT.
As of December 31, 2020, there were additional outstanding IBT commitments of 3.66 mgd. This
total takes into account permitted donated projects (largely subdivisions) and non -activated master
metered connections. We are aware of the impact of these additional flows on our current IBT.
Please let me know if you have any questions.
Sincerely,
CHARLOTTE WATER
Alan Gaines, PE
Senior Engineer — Engineering Planning Section
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
t ? Operated by the City of Charlotte

CHARLOTTE
W TER
Charlotte Water
Annual Report on Interbasin Transfer
Calendar Year 2020
INTRODUCTION
The North Carolina Environmental Management Commission (EMC) approved Charlotte Water's
(CLTWater's) petition to increase the amount of water transferred from the Catawba River basin
to the Rocky River basin. An interbasin transfer (IBT) Certificate was issued on March 14, 2002,
that authorizes CLTWater to transfer up to 33 million gallons per day (mgd) between the river
basins.
The IBT Certificate requires CLTWater to report maximum daily IBT amounts annually to the
North Carolina Division of Water Resources (NC DWR) until such time as the transfer amount
exceeds 80% of the authorized amount. Once that amount is exceeded, CLTWater is required to
report monthly. CLTWater has not exceeded 80% of the authorized IBT amount.
SYSTEM OVERVIEW
CLTWater operates the water and wastewater systems that serve Charlotte, Cornelius, Davidson,
Huntersville, Mint Hill, Matthews, Pineville, and much of the unincorporated areas of
Mecklenburg County. This system is divided between two river basins designated by NC General
Statutes for regulation of IBT water. The western portion of the system is within the Catawba River
basin and the eastern portion is within the Rocky River basin. Water transferred from the Catawba
River basin to the Rocky River basin that is not returned to the Catawba river basin is regulated
IBT.
Water for distribution to CLTWater's customers is withdrawn from the Catawba River basin at
two locations. An intake at Lake Norman sends water to the Lee S. Dukes Water Treatment Plant.
A second intake at Mountain Island Lake sends water to the Walter M. Franklin Water Treatment
Plant and to the Vest Water Treatment Plant. Potable water from these three plants is delivered
through an interconnected distribution system to retail customers throughout CLTWater's service
area in Mecklenburg County and in small areas of Iredell, Cabarrus, and Union Counties.
CLTWater also provides wholesale water to municipal systems for resale including: City of
Concord (NC), Town of Harrisburg (NC), Union County (NC), Lancaster County Water and Sewer
District (SC), and Lue Granite — Lake Wylie (SC).
CLTWater treats wastewater at five advanced wastewater treatment plants (WWTP's) that
discharge into small streams in Mecklenburg County. Four of the streams are tributary to the
Catawba River basin and one (Mallard Creek) is tributary to the Rocky River basin. CLTW also
treats wastewater at two smaller package plants that discharge into streams tributary to the Rocky
River Basin. CLTWater also conveys wastewater generated in portions of Mecklenburg County to
the Rocky River Regional Wastewater Treatment Plant (RRRWWTP) operated by the Water and
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CHARLOTTE
W TER
Sewer Authority of Cabarrus County (WSACC). The RRRWWTP discharges treated effluent to
the Rocky River.
IBT MONITORING
Water supplied to CLTWater's retail customers in the Rocky River Basin, that is not returned to
the Catawba basin, is included in the reported IBT amounts. Water provided to municipalities with
service areas in the Rocky River basin includes the City of Concord and the Town of Harrisburg.
CLTWater can transfer treated potable water to the City of Concord through three metered
connections to their water system. All of Concord's service area is within the Rocky River basin;
therefore, any water purchased by them becomes an IBT. Water service is only provided as an
emergency back-up to Concord's routine supply, which are Lake Howell and several smaller
reservoirs. All of these reservoirs are within the Rocky River basin. Wastewater from Concord is
treated at the RRRWWTP. CLTWater's agreement with Concord is that water will be supplied to
them subject to availability and subject to regulatory constraints including IBT and Federal Energy
Regulatory Commission (FERC) limitations.
Concord received an IBT Certificate in January 2007 for the transfer of up to 10 mgd from the
Catawba River basin to the Rocky River basin. NC DWR advised CLTWater that water sold to
Concord should not be applied to CLTWater's IBT amount. For calendar year 2020, Concord did
purchase water for 54 days at an average of 0.4030 MGD. Therefore, the average day IBT estimate
was adjusted to reflect this potential consumption.
CLTWater can transfer treated potable water to the Town of Harrisburg through three metered
connections to their water system. Harrisburg's service area is entirely within the Rocky River
basin and is included in CLTWater's IBT amounts.
Table 1 summarizes actual IBT amounts for calendar years 2002 through 2020 (all amounts were
calculated using the methodology approved by NC DWR in June of 2006). The table considers the
daily amounts of water transferred from the Catawba River basin to customers within the Rocky
River basin that is not returned to the Catawba River basin.
The maximum daily IBT for calendar year 2020 was 23.66 mgd in July, which was 71.7% of the
authorized IBT of 33 mgd. The average IBT for 2020 was 17.74 mgd, 53.7% of the authorized
IBT. In addition to the actual amount of IBT reported in Table 1, CLTWater has committed to
provide IBT to development that has been proposed but has not yet been activated within the Rocky
River basin. As of December 31, 2020, 2.379 mgd was committed to permitted donated projects
(subdivisions) that have not been activated and 1.278 mgd was committed to master meter
connections (generally commercial or multi -family developments) that have not been activated;
both commitments are based on maximum day estimates. The combined actual plus committed
maximum day IBT for 2020 was 27.32 mgd, approximately 82.8% of the authorized IBT.
Page 3 of 6

CHARLOTTE
W ,TER
Table 1: Actual IBT Summary
Calendar Year Avg. Annual IBT (mgd) Max. Day IBT (mgd)
2002 6.74 11.97
2003 6.91 9.82
2004 7.79 12.56
2005 8.66 13.79
2006 9.56 14.35
2007 9.96 17.22
2008 11.39 17.42
2009 12.04 16.00
2010 13.33 18.33
2011 13.11 18.82
2012 12.18 17.67
2013 12.99 16.80
2014 15.02 21.44
2015 16.59 24.19
2016 17.32 22.39
2017 16.27 21.97
2018 19.13 25.81
2019 18.06 25.26
2020 17.74 23.66
COMPLIANCE WITH CERTIFICATE CONDITIONS
Condition 1: S. W.I.M. Program Summary
Mecklenburg County is required to annually summarize progress in implementation of watershed
management approaches of the Surface Water Improvement and Management (S.W.I.M.)
Program. Provided below is the summary of progress made during calendar year (CY)
2020. The Division of Water Resources shall have the authority to approve modifications to and
need for continued reporting as necessary.
During CY2020, watershed management approaches continued to be implemented by
Charlotte -Mecklenburg Storm Water Services (CMSWS) as part of Mecklenburg County's
S.W.I.M. Program. Efforts continued to focus on McDowell and Goose Creeks, as initiated
in 2007, as well as on the West Branch of the Rocky River in Davidson that began in
2009. During calendar year 2020, the following work was completed in the three (3)
watersheds by CMSWS:
Page 4 of 6

CHARLOTTE
W TER
McDowell Creek (including the Torrence Creek Tributary to McDowell Creek)
1. CMSWS is working with Cornelius on the Willow Pond Project. The pond has been
dewatered and bid documents for construction of the free flowing stream and
downstream stream restoration project have been released.
2. CMSWS in partnership with the Town of Huntersville has begun construction of a
stream restoration project downstream of North Mecklenburg Park through the
Hamptons Neighborhood to Statesville Road.
Goose Creek (including the Stevens Creek Tributary to Goose Creek)
1. Freshwater mussels were reintroduced to the completed Stevens Creek stream
restoration project area by US Fish and Wildlife.
Rocky River
1. Construction began on Phase I of the restoration of a tributary of the South Prong of
the West Branch of the Rocky River. The remaining two (2) phases of the project,
which are on the South Prong of the Rocky River, will be constructed as funding
allows.
2. Easement acquisition was underway for the restoration of approximately 1.5 miles of
a tributary of the South Prong West Branch of the Rocky River. The project is
awaiting allocation of funding prior to hiring a design consultant
Condition 2: Stakeholder Process (Completed)
A stakeholder process is required to investigate, develop, adopt, and implement storm water
ordinances that control water quantity from single-family development and water quality for all
development until completed. The requirements of Condition 2 were completed in 2007.
Condition 3: Goose Creek Subbasin (Completed)
The IBT Certificate removed the Goose Creek subbasin from the area to be served by the IBT, and
imposed a moratorium on the installation of new IBT water lines (water lines crossing the
ridgeline) into Goose Creek subbasin until the impacts of additional growth on the endangered
species were fully evaluated.
CLTWater submitted the final Environmental Assessment of new development in the Goose
Creek basin (Mint Hill area) to the NC Division of Water Resources (DWR) in February
of 2013. The Environmental Management Commission approved the Environmental
Assessment in May of 2013 and has removed the requirements under Condition 3.
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CHARLOTTE
WTER
Condition 4: Environmental Management Commission
The IBT Certificate provides that the Environmental Management Commission may reopen the
Certificate under certain circumstances. This did not occur in 2020.
Condition 5: Compliance and Monitoring Plan
The IBT Certificate requires CLTWater to develop a compliance and monitoring plan for reporting
maximum daily transfer amounts, compliance with certificate conditions, and progress on
mitigation measures, and drought management activities. CLTWater's monitoring plan and
reporting format were approved in June of 2006 by NC DWR and continue to be used for 2020.
Charlotte Water monitored water treatment plant pump rates, streamflow and lake storage
indicators, the US Drought Monitor, and other factors in accordance with the CLTWater
Water Shortage Response Plan. Measurements were assessed monthly to identify
designated triggers that could indicate developing drought conditions. All appropriate
planning, communication and preparation were in place to respond as needed to changing
conditions.
In coordination with 17 other utilities in the Catawba-Wateree river basin, CLTWater
participated in regional drought response planning and response activities as directed by
the Catawba Basin Low Inflow Protocol.
SUMMARY
The actual maximum day amount of water transferred from the Catawba River basin to the Rocky
River basin was 23.66 mgd, which was 71.7% of the authorized maximum day value of 33 mgd.
The combined total of actual and outstanding IBT volumes was 27.32 mgd, which was
approximately 82.8% of the authorized maximum day value. CLTWater was in full compliance
with IBT authorizations and compliance conditions for calendar year 2020.
Page 6 of 6

Water System:
Source Basin:
Charlotte Water
Catawba River
Receiving Basin(s): Rocky River
Year2 Water System
(A)
2010
2017
2018
2019
2020
2030
2040
2050
2060
2070
(B)
Charlotte Water
Charlotte Water
Charlotte Water
Charlotte Water
Charlotte Water
Charlotte Water
Charlotte Water
Charlotte Water
Charlotte Water
Charlotte Water
INTERBASIN TRANSFER WATER BALANCE TABLE
- AVERAGE DAILY TRANSFER ESTIMATES -
Date: July 23, 2021
Prepared By: Alan Gaines, PE
Consumptive Loss" Wastewater Discharge'
Withdrawal
from Source Receiving Source Receiving
Source" Basin Basin3 Basin Basin3
(MGD) (MGD) (MGD) (MGD) (MGD)
(C) (D) (E) (F) (G)
101.83
104.04
107.37
110.29
104.54
132.31
157.59
182.87
208.15
233.42
14.72
17.36
13.99
14.40
6.47
8.19
9.76
11.32
12.89
14.45
6.40
7.21
5.16
5.16
2.96
3.74
4.46
5.17
5.89
6.60
72.74
69.85
74.23
78.12
80.66
102.08
121.58
141.08
160.59
180.09
10.13
13.42
13.99
13.95
14.46
18.30
21.79
25.29
28.78
32.28
Total Return Total Surface
to Source Water
Basin" Transfer'
(MGD) (MGD)
(H)=(D)+(F) (I)=(C)-(H)
87.46
87.21
88.22
92.51
87.13
110.27
131.34
152.41
173.47
194.54
14.37
16.83
19.15
17.78
17.41
22.04
26.25
30.46
34.67
38.88
Notes:
1. All numbers are expressed in million gallons per day (MGD) rounded to two decimal places.
2. The row marked 2010 should be used to estimate current data (change date to reflect current year). Future years should account for a 50-year planning timeframe (consistent with
LWSP projections). Additional rows may be added to mark system milestones or critical planning timeframes (planned expansions, increased industrial user contributions, etc.)
3. If there is more than one receiving basin, you may add additional columns for each basin.

INTERBASIN TRANSFER WATER BALANCE TABLE
- MAXIMUM DAILY TRANSFER ESTIMATES -
Water System: Charlotte Water Date: July 23, 2020
Source Basin: Catawba River
Receiving Basin(s): Rocky River
Year2 Water System
(A)
2010
2017
2018
2019
2020
(B)
Charlotte Water
Charlotte Water
Charlotte Water
Charlotte Water
Charlotte Water
Withdrawal
from
Source'
(MGD)
(C)
126.91
134.11
149.44
148.24
137.28
Prepared By: Alan Gaines, PE
Consumptive Loss' Wastewater Discharge)
Source
Basin
(MGD)
(D)
33.26
31.64
43.40
36.74
36.75
Receiving
Basin3
(MGD)
(E)
6.48
10.11
14.76
10.19
9.99
Source
Basin
(MGD)
(F)
76.22
81.17
80.23
86.59
77.11
Receiving
Basin3
(MGD)
(G)
10.95
11.18
11.05
14.72
13.42
Total Return
to Source
Basin'
(MGD)
(H)=(D)+(F)
109.48
112.82
123.63
123.32
113.87
Total Surface
Water
Transfer'
(MGD)
(I)=(C)-(H)
17.43
21.29
25.81
24.92
23.41
2030
Charlotte Water
173.73
46.51
12.64
97.59
16.98
144.11
29.63
2040
Charlotte Water
206.93
55.40
15.06
116.24
20.23
171.64
35.29
2050
Charlotte Water
240.12
64.29
17.48
134.88
23.47
199.17
40.95
2060
Charlotte Water
273.32
73.18
19.89
153.53
26.72
226.71
46.61
2070
Charlotte Water
306.52
82.07
22.31
172.18
29.97
254.24
52.27
Notes:
1. All numbers are expressed in million gallons per day (MGD) rounded to two decimal places.
2. The row marked 2010 should be used to estimate current data (change date to reflect current year). Future years should account for a 50-year planning timeframe (consistent with LWSP
projections). Additional rows may be added to mark system milestones or critical planning timeframes (planned expansions, increased industrial user contributions, etc.).
3. If there is more than one receiving basin, you may add additional columns for each basin.

Appendix C:
Concord and Kannapolis' 2020 IBT Annual Report
10

2020 Annual Report on Interbasin Transfers
for
The Cities of Concord and Kannapolis
Prepared for and by:
City of Concord
NORTH CAROLINA
High Performance Living
■■■■■immm
City of Kannapolis
KAN
Submitted to:
North Carolina Division of Water Resources
February 2021

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
Executive Summary
The 2020 Annual Report on Interbasin Transfers (IBTs) for the Cities of Concord and Kannapolis
(Cities) includes monitoring data for daily tracking of IBT amounts and documentation of
compliance with all IBT Certificate conditions. Annual reports were previously prepared for
calendar years 2007 through 2019 and are available on the North Carolina Division of Water
Resources (NCDWR) website. The reports for earlier years can be found at the following website:
https://den.nc.gov/node/82755.
The North Carolina Environmental Management Commission (EMC) approved the Cities' IBT
Certificate in January 2007 authorizing transfers of up to 10 million gallons per day (mgd) from
the Catawba River Basin to the Rocky River Basin and 10 mgd from the Yadkin River Basin to the
Rocky River Basin. Additionally, a grandfathered IBT of 6 mgd authorizes transfer from Second
Creek, located in the South Yadkin River Basin, to the Rocky River Basin. The terms "Cities" and
"Certificate Holders" are used interchangeably herein.
In 2020, the Certificate Holders complied with all conditions of their IBT Certificate. The Cities of
Concord and Kannapolis had a maximum daily transfer from the Catawba River Basin of 1.83
mgd during 2020. The maximum daily transfer from the Yadkin River Basin was 4.49 mgd.
In 2020, the City of Kannapolis pumped water from Second Creek to Kannapolis Lake under its
South Yadkin River Basin grandfathered IBT. The maximum daily transfer under the
grandfathered IBT from the South Yadkin River Basin to the Rocky River Basin in 2020 was -0.19
mgd. The 2020 IBT daily transfers for Concord and Kannapolis are shown in Figure ES-1.
In addition, a settlement was reached in 2010 on a lawsuit filed by the Catawba River
Foundation, Inc. and the Protect the Catawba Coalition. While this does not change the IBT
Certificate or required reporting in any way, the Cities did agree to some operational conditions
regarding the Catawba River Basin during times of drought.

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
Table ES-1
2020 IBT Average Annual & Maximum Day Demands for Concord and Kannapolis Service Areas
Catawba River Basin
Water Purchase
Year (mgd)
Average Max.
Annual Day
2020 0.006 1.83
IBT as % of
Certificated
Max. Day
18.32%
Yadkin River Basin
Water Purchase
(mgd)
Average Max.
Annual Day
3.46 4.49
IBT as % of
Certificatebx
Max. Day
44.90%
Water Transfer
(mgd)
Average
Annual
-0.27
Second CreekcA
(South Yadkin River Basin)
IBT as
of Grand -
fathered
amount
Max.
Day Max. Day
-0.19 -3.10%
a Maximum Day IBT of 10 mgd from the Catawba River Basin
b Maximum Day IBT of 10 mgd from the Yadkin River Basin.
The grandfathered 6-mgd Maximum Day IBT limit from Second Creek (South Yadkin River Basin) into the
Rocky River Basin is not included in the 10-mgd Maximum Day IBT limit for the Yadkin River Basin.
d There was no transfer from Second Creek, therefore these numbers are negative.
ii

5.000
4.500
4.000
3.500
3.000
2.500
2.000
1.500
1.000
0.500
0.000
�o
fro
\�ti
2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
2020 Daily IBT Per Basin (mgd)
w
1
1
MD
Co
�o /<,
(,c Asti 4 0)\ 4 \ ,N.
t Yadkin t Catawba
Fisure ES-1
2020 Daily Interbasin Transfers by Basin
lll

Table of Contents
Executive Summary i
1.0 Introduction 1
2.0 IBT Monitoring 3
2.1 Service Area Water Demand 3
2.2 Interbasin Transfers 3
3.0 Other Related Information 5
4.0 Compliance with Certificate Conditions 6
4.1 Condition 1 (Federal Energy Regulatory Commission [FERC]
Licensure) 6
4.2 Condition 2 (Drought Management Plan) 6
4.3 Condition 3 (Disaggregation of IBT Amount) 9
4.4 Condition 4 (Compliance and Monitoring Plan) 9
4.5 Condition 5 (EMC Consideration of Impacts) 9
4.6 Condition 6 (20-Year Certificate Evaluation) 9
4.7 Condition 7 (Limit of Certificate) 10
Appendix
Daily Interbasin Transfer Amounts for 2020
Acronyms and Abbreviations
DMAC Drought Management Advisory Council
EMC Environmental Management Commission
FERC Federal Energy Regulatory Commission
IBT Interbasin Transfer
LIP Low Inflow Protocol
mgd million gallons per day
NCDWR North Carolina Division of Water Resources
WSRP Water Shortage Response Plan
WTP Water Treatment Plant

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
1.0 - Introduction
The Cities of Concord and Kannapolis (Cities) received an interbasin transfer (IBT) Certificate,
which was originally approved on January 10, 2007, and signed into effect on January 25, 2007.
The North Carolina Environmental Management Commission (EMC) has authorized transfers of
up to 10 million gallons per day (mgd) from the Catawba River Basin to the Rocky River Basin
and 10 mgd from the Yadkin River Basin to the Rocky River Basin. As a condition of the IBT
Certificate, the Cities are required to produce an Annual Report that documents transfers over
the past year. Annual reports were also prepared for calendar years 2007 through 2019 and are
available on the North Carolina Division of Water Resources (NCDWR) website. The reports for
earlier years can be found at the following website: hays://deq.ngov/node/82755.
The Cities provide water to each other, various municipalities in the area (including: Mount
Pleasant, Midland, Harrisburg, and Landis), and unincorporated areas of Cabarrus County.
Concord owns and operates the water distribution system used by the Town of Midland.
Charlotte Water and the City of Salisbury currently have contracts to provide water to the Cities
from the Catawba and Yadkin River Basins, respectively.
The terms "Cities" and "Certificate Holders" are used interchangeably herein. Figure 1-1
illustrates the ability to transfer water among the Certificate Holders and all municipalities
served by the Certificate Holders.
1

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
Figure 1-1
Water Connections of the Certificate Holders and All Municipalities Served by the Certificate Holders
South Yadkin
River Basin
Landis /
Catawba
River Basin
Charlotte
Water
Second
Creek
Concord
Harrisburg
C---) Township/Utility
Salisbury
Rocky
River
Basin
Yadkin
River Basin
Albemarle
Mt. Pleasant
Midland
Raw Water
- ► Finished Water
- Water Sales
2

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
2.0 - IBT Monitoring
2.1 - Service Area Water Demand
Table 2-1 presents 2020 annual average water production for the Certificate Holders based on
finished water produced at the Hillgrove, Coddle Creek, and Kannapolis Water Treatment Plants
(WTPs). It also shows finished water purchases from Charlotte Water, the City of Salisbury and
the City of Albemarle, if they occurred. Additionally, Table 2-1 presents the 2020 annual average
IBT (or water purchases) from each basin covered by the IBT Certificate and from Second Creek,
from which transfers are authorized by a grandfathered IBT. In 2020, finished water production
averaged 12.87 mgd, purchased IBT finished water averaged 0.006 mgd for Catawba River Basin,
3.46 mgd for the Yadkin River Basin and -0.27 mgd for Second Creek. The combined 2020 annual
average water use for the Certificate Holders was 16.07 mgd.
Table 2-1
2020 Water Production or Purchases by River Basin
2020
Annual Average Purchased Water
(mgd)
Annual
Average
Annual Average Catawba Yadkin Combined
Finished Water River River Second Water Use
Certificate Holders Produceda (mgd) Basinb Basin Creek (mgd)
Concord & Kannapolis 12.87 0.006 3.46 -0.27 16.07
a Water produced within Rocky River Basin; may include water from Second Creek transferred
directly into Kannapolis Lake.
2.2 - Interbasin Transfers
Daily IBT amounts for the Certificate Holders are included in the Appendix. Data is provided for
the period January 1, 2020 through December 31, 2020. The maximum day IBT from the Catawba
River Basin during the calendar year 2020 was 1.83 mgd. This represents 18.32% of the permitted
maximum day, 10 mgd IBT from the Catawba River Basin under the Certificate approved by the
EMC in January 2007. The maximum day IBT from the Yadkin River Basin during the calendar
year 2020 was 4.49 mgd. This represents 44.90% of the permitted maximum day, 10 mgd IBT
from the Yadkin River Basin under the Certificate. There were transfers of water to Second Creek
with a maximum day IBT -0.19 mgd, which represents -3.10% of the permitted maximum day, 6
mgd IBT from the South Yadkin River Basin under the grandfathered Certificate. Table 2-2 shows
the IBT use for the Certificate Holders and the percentage of use from the Catawba and Yadkin
River Basins.
3

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
Table 2-2
2020 IBT Average Annual & Maximum Day Demands for Concord and Kannapolis Service Areas
Catawba River Basin
Water Purchase
Year (mgd)
Average Max.
Annual Day
2020 0.006 1.83
IBT as % of
Certificated
Max. Day
18.32%
Yadkin River Basin
Water Purchase
(mgd)
Average Max.
Annual Day
3.46 4.49
IBT as % of
Certificate
Max. Day
44.90%
Water Transfer
(mgd)
Average Max.
Annual Day Max. Day
-0.27 -0.19 -3.10%
Second Creek
(South Yadkin River Basin)
IBT as % of
Grand -fathered
amount
a Maximum Day IBT of 10 mgd from the Catawba River Basin.
b Maximum Day IBT of 10 mgd from the Yadkin River Basin.
c The grandfathered 6-mgd Maximum Day IBT limit from Second Creek (South Yadkin River Basin) into the Rocky
River Basin is not included in the 10-mgd Maximum Day IBT limit for the Yadkin River Basin.
d There was no transfer from Second Creek, therefore these numbers are negative.
Figure 2-1 displays the daily IBT amounts for water purchases from the Catawba and Yadkin
River Basins.
Figure 2-1
2020 Daily Interbasin Transfers by Basin
2020 Daily IBT Per Basin (mgd)
5.000
4.500
4.000
3.500
3.000
2.500
2.000
1.500
1.000
0.500
0.000
cco do do 1° �o �o �o �o �o �o �o �o
�`10 (10 �(10 �(10 (10 Selo �`10 �(10 �`10 �'V Selo �(10
N, el, \ti c\ti <0\ti 0\ti tio�1 tititi�~
—•— Yadkin t Catawba
4

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
3.0 - Other Related Information
In 2010, a settlement was reached in a lawsuit filed by the Catawba River Foundation, Inc. and
the Protect the Catawba Coalition. While this does not affect the IBT Certificate, its conditions, or
required reporting in any way, the Cities did agree to some operational conditions regarding the
Catawba River Basin during times of drought.
During designated droughts beyond July 1, 2015, following either Low Inflow Protocol (LIP) or
Drought Management Advisory Council (DMAC) Drought Stage declaration, the Cities have
agreed to limit the Catawba River Basin IBT so that it corresponds to water use reduction goals.
A summary of this agreement is presented in Table 3-1.
Table 3-1
Catawba River Basin IBT during Drought Conditions
LIP Stage or DMAC Drought Stage Maximum Day Transfer (mgd)
0 / Abnormally Dry 10.0
1 / Moderate Drought 9.0
2 / Severe Drought 8.5
3 / Extreme Drought 7.0
4 / Exceptional Drought 6.0
5

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
4.0 - Compliance with Certificate
Conditions
A summary of the conditions of the IBT Certificate approved on January 10, 2007 along with the
current status of compliance for each is provided below. Language from the certificate is followed
by actions for each condition.
4.1- Condition 1 (Federal Energy Regulatory
Commission [FERC] Licensure)
If at any time any legal requirement that (a) governs the operation of the hydroelectric facilities in the
Catawba River Basin currently licensed as Federal Energy Regulatory Commission (FERC) Project No. P-
2232 or in the Yadkin Pee -Dee River Basin currently licensed as FERC Project Nos. P-2206 and P-2197
and (b) governs or affects water use and/or quality, substantially differs from the actual or anticipated
FERC license conditions or other legal requirement upon which the analysis underlying this Certificate is
based, such as changes to minimum flow requirements or drought mitigation measures, the Commission
may reopen and modify this Certificate.
This condition requires no action by the Certificate Holders.
4.2 - Condition 2 (Drought Management Plan)
Each Certificate Holder shall prepare a Drought Management Plan. The Cities shall implement measures
corresponding to the most severe level of drought conditions in either the Catawba or Yadkin River Basins.
The Cities shall not transfer any water to any other jurisdictions unless that jurisdiction agrees to be bound
by this condition in full.
The Cities submitted the Drought Management Plan on July 31, 2007; comments were received
on November 11, 2007, and the revised plan was submitted on January 8, 2008. The Drought
Management Plan was incorporated into an updated Water Shortage Response Plan (WSRP) in
2010. The WSRP, prepared as a joint document for the Certificate Holders, is available on the
NCDWR website at the following web address:
http://www.ncwater.org/Water_Supply_Planning/Water_Shortage_Response_Plans/plan
Table 4-1 shows Normal and Drought Stages 0-4, the names of each, the date the Catawba River
Basin managers implemented Draft LIP actions in response to drought monitoring, the Yadkin -
Pee Dee River Basin drought monitor, and the associated actions taken by the Cities.
Beginning in the winter of 2008, drought conditions in the state began to decrease, permitting an
easing of drought restrictions for both the Catawba and Yadkin River Basins. Level 0, Normal
Responsible Water Use, was in place from January 1 through December 31 of 2020 (Figure 4-1).
Other outdoor water use conservation measures are encouraged but not required.
6

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
During the year, the Cities drought stages follow the drought stages of the Catawba-Wateree
Water Management Group; hence the Cities stayed in Normal Responsible Water Use Level.
Normal Responsible Water Use
Level 0
VoFu ntary Water Restrictions
Level 1
Mandatory Water Restrictions
k Level z
Enhanced Mandatory
Level 3
The Cities have agreements in place that include enforcement policies with other systems that
purchase water from them.
7

Table 4-1
Concord and Kannapolis 2020 Normal and Drought Stages
Drought
Stage
0
Drought
Monitor
Classification
Normal
Abnormally
Dry
1 Moderate
Drought
2 Severe
Drought
3 Extreme
Drought
4 Exceptional
Drought
2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
2020 Period of Drought
Catawba River Basina Yadkin River Basinb
(NC Drought Monitor) (NC Drought Monitor)
Action by Cities Cities' Actions Taken
a The Catawba River Basin is listed as the drought stage declared by the Catawba-Wateree Water Management Group.
b The Yadkin River Basin is listed as the highest classification within the basin at a given date. Portions of the basin may be in a lower category.
8

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
4.3 - Condition 3 (Disaggregation of IBT Amount)
If the Certificate Holders discontinue their cooperative service agreement, then the permitted IBT amount
will be allocated amongst the Certificate Holders based on their projected 2030 needs.
The cooperative service agreement between the Certificate Holders remained in effect throughout
2020.
The Cities and local municipalities cooperatively and effectively communicate and manage their
respective water distribution systems. The Cities sell water to each other and reconcile billing
monthly. Additionally, Concord owns and operates the water distribution system for Midland,
providing water service to all Midland customers. Harrisburg purchases water from Concord,
measured by six meters. Concord also provides water service to unincorporated areas of
Cabarrus County. Mount Pleasant did not purchase water from the City of Concord in 2020.
Further emphasizing the interconnected nature of the Cities and local municipalities, Kannapolis
provides water to Landis, located in the South Yadkin River Basin, which is not subject to this IBT
Certificate.
4.4 - Condition 4 (Compliance and Monitoring Plan)
In cooperation with the Division of Water Resources, the Certificate Holders shall develop an IBT
Compliance and Monitoring Plan.
The Cities submitted the Compliance and Monitoring Plan on July 31, 2007. This plan was
finalized in December 2007.
4.5 - Condition 5 (EMC Consideration of Impacts)
The EMC may reopen the Certificate and adjust existing or require new conditions to ensure detrimental
impacts are mitigated if environmental impacts are found to be substantially different from those projected
in the EMC's Findings of Fact.
This condition requires no action by the Certificate Holders. The EMC did not take action on this
condition in 2020.
4.6 - Condition 6 (20-Year Certificate Evaluation)
In twenty years from the date of the Certificate, the Cities shall submit a written report to the EMC to
include: (a) summary of transfers for the previous twenty years, (b) discussion of any changes to the
environmental impacts assessment from IBT transfers, (c) summary of all actions to address actual or
potential drought conditions, (d) recommendations for any changes to the Certificate, (e) details on
consultation with interested stakeholders, and (f) certification of compliance with Certificate. This will
continue at 20-year intervals.
9

2020 ANNUAL REPORT ON INTERBASIN TRANSFERS FOR THE CITIES OF CONCORD AND KANNAPOLIS
The IBT Certificate was approved on January 10, 2007 and signed into effect on January 25, 2007;
therefore, the first 20-year certificate evaluation report will be completed in 2027.
4.7 - Condition 7 (Limit of Certificate)
The Certificate does not exempt the Cities from compliance with any other requirements of law.
This condition requires no action by the Cities.
10

APPENDIX
Daily Interbasin Transfer Amounts for 2020

2020 Concord-Kannapolis IBT Tracking
Condition of IBT Certificate (January 25, 2007)
Maximum day transfer from the Catawba River Basin 10 MGD
Maximum day transfer from the Yadkin Pee -Dee River Basin 10 MGD
Maximum day transfer from the South Yadkin River Basin (grandfather) 6 MGD
Maximum day transfer to the South Yadkin River Basin (cannot exceed transfer from South Yadkin by more than 1 99 MGD)
Water Transfer (MGD) to Rocky River Basin
Map Code
Source Basin South Yadkin
Salisbury 1 Albemarle 1 Charlotte 1-3
Yadkin Yadkin Catawba
Raw Water to Salisbury Finished Albemarle Charlotte Water
Kannapolis Lake water Finished water Finished water
from Second Interconnection Interconnection Interconnections
DATE Creek with Kannapolis with Concord with Concord
1/1/2020 0.000 0 000
1/2/2020 0.000 0.000
1/3/2020 0.000 0000
1/4/2020 0.000 0.000
1/5/2020 0.000 0000
1/6/2020 0.000 0.000
1/7/2020 0.000 0000
1/8/2020 0.000 0.000
1/9/2020 0.000 0000
1/10/2020 0.000 0.000
1/11/2020 0.000 0000
1/12/2020 0.000 0.000
1/13/2020 0.000 0000
1/14/2020 0.000 0.000
1/15/2020 0.000 0000
1/16/2020 0.000 0.000
1/17/2020 0.000 0000
1/18/2020 0.000 0.000
1/19/2020 0.000 0000
1/20/2020 0.000 0.000
1/21/2020 0.000 0000
1/22/2020 0.000 0.000
1/23/2020 0.000 0
1/24/2020 0.000 0.000
1 /25/2020 0.000 0
1/26/2020 0.000 0.000
1 /27/2020 0.000 0000
1/28/2020 0.000 0.000
1/29/2020 0.000 0000
1/30/2020 0.000 0.000
1/31/2020 0.000 0000
2/1/2020 0.000 0.000
2/2/2020 0.000 0 000
2/3/2020 0.000 0.000
2/4/2020 0.000 0 000
2/5/2020 0.000 0.000
2/6/2020 0.000 0 000
2/7/2020 0.000 0.000
2/8/2020 0.000 0 000
2/9/2020 0.000 0.000
2/10/2020 0.000 0 000
2/11/2020 0.000 0.000
2/12/2020 0.000 0 000
2/13/2020 0.000 0.000
2/14/2020 0.000 0 000
2/15/2020 0.000 0.000
2/16/2020 0.000 0 000
2/17/2020 0.000 0.000
2/18/2020 0.000 0 000
2/19/2020 0.000 0.000
2/20/2020 0.000 0 000
2/22/2020 0.000 0.000
2/22/2020 0.000 0 000
2/23/2020 0.000 0.000 il
2/24/2020 0.000 0 000
2/25/2020 0.000 0.000
2/26/2020 0.000 0 000
2/27/2020 0.000 0.000
2/28/2020 0.000 0 000 411
2/29/2020 0.000 0.000
3/1/2020 0.000 0000
3/2/2020 0.000 0.000 3.261
2.975
2.922
2.952
3.110
3.083
2.973
3.349
3.271
3.515
3.217
3.563
1.248
0.000
0.000
0.000
0.000
0.000
0.000
0.000
1.969
3.267
2.975
3.099
2.992
3.169
2.944
3.137
3.202
3.326
3.262
3.236
3.377
3.307
3.274
3.122
3.207
3.307
3.245
3.301
3.235
3.241
3.124
3.051
3.005
3.105
3.063
3.155
3.055
3.057
3.111
3.031
3.001
3.254
3.094
3.110
3.247
3.198
3.161
Water Sales (MGD) IBT Totals Per Basin
NOTE All Wastewater discharge is to the Rocky River
from RRW WTP, excluding water sales to Landis
(subtracted from Thai South Yadkin IBT).
South Yadkin
Kannapolis Finished
water sales to Landis
South Yadkin Yadkin Catawba
Total South Total Yadkin Total Catawba
Yadkin IBT' IBT IBT
Calculated Fields
of Grandfathered IBT
Permitted from Second Creek IBT from Yadkin to
% of Permred MDD - South Yadkin % of Permitted MDD South Yadkin River % of PermMed
Catawba MDD Transfer Yadkin Transfer River Basin Transfer Basin MDD Transfer
0 186 -0 186 2.921 0.000 1 1 0.000 0.000% 2.921 29 210% -0.186 • -3 100% 0.186
0.248
0 211
0.253
0.21
0.250
0 252
0.214
0 249
0.245
0 212
0.255
0 222
0.243
0 256
0.249
0 202
0.251
0 204
0.255
0 251
0.246
0.22
0.252
0 262
0.268
0 259
0.251
0 260
0.212
0 251
-0.248
-0211
-0.253
-0 210
-0.250
-0 252
-0.214
-0 249
-0.245
-0 212
-0.255
-0 222
-0.243
-0 256
-0.249
-0 202
-0.251
-0 204
-0.255
-0 251
-0.246
-0 220
-0.252
-0 262
-0.268
-0 259
-0.251
-0 260
-0.212
-0 251
2.975
2.922
2.952
3.110
3.083
2.973
3.349
3.271
3.515
3.217
3.563
1.248
0.000
0.000
0.000
0.000
0.000
0.000
0.000
1.969
3.267
2.975
3.099
2.992
3.169
2.944
3.137
3.202
3.326
3.262
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
2.975
2.922
2.952
3.110
3.083
2.973
3.349
3.271
3.515
3.217
3.563
1.248
0.000
0.000
0.000
0.000
0.000
0.000
0.000
1.969
3.267
2.975
3.099
2.992
3.169
2.944
3.137
3.202
3.326
3.262
29.750%
29 220%
29.520 %
31 100%
30.830%
29 730%
33.490%
32 705%
35.150%
32 170%
35.630%
12 480%
0.000%
0 000%
0.000%
0 000%
0.000%
0 000%
0.000%
19 690%
32.670%
29 750%
30.990%
29 920%
31.690%
29 440%
31.370%
32 020%
33.260%
32 620%
-0.248
-0.211
-0.253
-0.210
-0.250
-0.252
-0.214
-0.249
-0.245
-0.212
-0.255
-0.222
-0.243
-0.256
-0.249
-0.202
-0.251
-0.204
-0.255
-0.251
-0.246
-0.220
-0.252
-0.262
-0.268
-0.259
-0.251
-0.260
-0.212
-0.251
-4.133 %
-3 517%
-4.217%
-3 500%
-4.167%
-4 200%
-3.567%
-4 150%
-4.083%
-3 533%
-4.250%
-3 700%
-4.050%
-4 267%
-4.150%
-3 367%
-4.183%
-3 400%
-4.250%
-4 183%
-4.100%
-3 667%
-4.200%
-4 367%
-4.467%
-4 317%
-4.183%
-4 333%
-3.533%
-4 183%
0.248
0.211
0.253
0.210
0.250
0.252
0.214
0.249
0.245
0.212
0.255
0.222
0.243
0.256
0.249
0.202
0.251
0.204
0.255
0.251
0.246
0.220
0.252
0.262
0.268
0.259
0.251
0.260
0.212
0.251
12.462%
10.603%
12.714%
10.553%
12.563%
12.663%
10.754%
12.513%
12.312%
10.653%
12.814%
11.156%
12.211%
12.864%
12.513%
10.151%
12.613%
10.251%
12.814%
12.613%
12.362%
11.055%
12.663%
13.166%
13.467%
13.015%
12.613%
13.065%
10.653%
12.613%
0.256 1 -0.256 3.083 0.000 0.000% 3.083 30.8308/ -0.256-4.2678/= 12.864%I
0 269
0.247
0 216
0.204
0 246
0.248
0.25
0.254
0 242
0.204
0 258
0.243
0 203
0.250
0 207
0.257
0 229
0.228
0266
0.203
0 255
0.206
0 225
0.255
0 254
0.253
0247
0.204
-0 269
-0.247
-0 216
-0.204
-0 246
-0.248
-0 250
-0.254
-0 242
-0.204
-0 258
-0.243
-0 203
-0.250
-0 207
-0.257
-0 229
-0.228
-0 266
-0.203
-0 255
-0.206
-0 225
-0.255
-0 254
-0.253
-0 247
-0.204
3.236
3.377
3.307
3.274
3.122
3.207
3.307
3.245
3.301
3.235
3.241
3.124
3.051
3.005
3.105
3.063
3.155
3.055
3.057
3.111
3.031
3.001
3.254
3.094
3.110
3.247
3.198
3.161
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
2.999 0.000
3.261 0.000 0.000
0 256 -0 256
0.252 -0.252
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
13.518%
12.412%
10.854%
10.251%
12.362%
12.462%
12.563%
12.764%
12.161%
10.251%
12.965%
12.211%
10.201%
12.563%
10.402%
12.915%
11.508%
11.457%
13.367%
10.201%
12.814%
10.352%
11.307%
12.814%
12.764%
12.714%
12.412%
10.251%
0.000% 2.999 29 990% 0.256 12.864
0.000% 3.261 32.610% -0.252-4.2008/ 0.252 12.663%
3.236
3.377
3.307
3.274
3.122
3.207
3.307
3.245
3.301
3.235
3.241
3.124
3.051
3.005
3.105
3.063
3.155
3.055
3.057
3.111
3.031
3.001
3.254
3.094
3.110
3.247
3.198
3.161
32 360%
33.770 %
33 070%
32.740%
31 220%
32.070%
33 070%
32.450%
33 010%
32.350%
32 410%
31.240%
30 510%
30.050%
31 050%
30.630%
31 550%
30.550%
30 570%
31.110%
30 310%
30.010%
32 540%
30.940%
31 100%
32.470%
31 980%
31.610%
-0.269
-0.247
-0.216
-0.204
-0.246
-0.248
-0.250
-0.254
-0.242
-0.204
-0.258
-0.243
-0.203
-0.250
-0.207
-0.257
-0.229
-0.228
-0.266
-0.203
-0.255
-0.206
-0.225
-0.255
-0.254
-0.253
-0.247
-0.204
-4 483%
-4.117%
-3 600%
-3.400%
-4 100%
-4.133%
-4 167%
-4.233%
-4 033%
-3.400%
-4 300%
-4.050%
-3 383%
-4.167%
-3 450%
-4.283%
-3 817%
-3.800%
-4 433%
-3.383%
-4 250%
-3.433%
-3 750%
-4.250%
-4 233%
-4.217%
-4 117%
-3.400%
0.269
0.247
0.216
0.204
0.246
0.248
0.250
0.254
0.242
0.204
0.258
0.243
0.203
0.250
0.207
0.257
0.229
0.228
0.266
0.203
0.255
0.206
0.225
0.255
0.254
0.253
0.247
0.204

Water Transfer (MGD) to Rocky River Basin
Map Code
Source Basin South Yadkin
DATE
3/3/2020
3/4/2020
3/5/2020
3/6/2020
3/7/2020
3/8/2020
3/9/2020
3/10/2020
3/11/2020
3/12/2020
3/13/2020
3/14/2020
3/15/2020
3/16/2020
3/17/2020
3/18/2020
3/19/2020
3/20/2020
3/21/2020
3/22/2020
3/23/2020
3/24/2020
3/25/2020
3/26/2020
3/27/2020
3/28/2020
3/29/2020
3/30/2020
3/31/2020
4/1/2020
4/2/2020
4/3/2020
4/4/2020
4/5/2020
4/6/2020
4/7/2020
4/8/2020
4/9/2020
4/10/2020
4/11/2020
4/12/2020
4/13/2020
4/14/2020
4/15/2020
4/16/2020
4/17/2020
4/18/2020
4/19/2020
4/20/2020
4/21/2020
4/22/2020
4/23/2020
4/24/2020
4/25/2020
4/26/2020
4/27/2020
4/28/2020
4/29/2020
4/30/2020
5/1/2020
5/2/2020
5/3/2020
5/4/2020
5/5/2020
5/6/2020
5/7/2020
5/8/2020
5/9/2020
5/10/2020
5/11/2020
Salisbury 1 Albemarle 1 Charlotte 1-3
Yadkin Yadkin Catawba
Raw Water to Salisbury Finished Albemarle Charlotte Water
Kannapolis Lake water Finished water Finished water
from Second Interconnection Interconnection Interconnections
Creek with Kannapolis with Concord with Concord
0.000 0.000 3.123
0.000 0 000 3.199
0.000 0.000 3.144
0.000 0 000 3.173
0.000 0.000 2.966
0.000 0 000 3.121
0.000 0.000 3.157
0.000 0 000 3.093
0.000 0.000 3.176
0.000 0 000 3.138
0.000 0.000 3.250
0.000 0 000 3.089
0.000 0.000 3.175
0.000 0 000 3.162
0.000 0.000 3.304
0.000 0 000 3.261
0.000 0.000 3.057
0.000 0 000 3.343
0.000 0.126 3.252
0.000 0 302 3.083
0.000 0.000 3.038
0.000 0 000 3.104
0.000 0.000 2.972
0.000 0 000 3.145
0.000 0.000 3.109
0.000 0 000 3.380
0.000 0.000 3.445
0.000 0 000 3.197
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000 •
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000
0.000 0 000
0.000 0.000 •0.000 0 000 3.359
0.000 0.000 3.545
0.000 0 000 3.596
0.000 0.000 3.554
0.000 0 000 3.443
0.000 0.000 3.347
0.000 0 000 3.354
0.000 0.000 3.428
0.000 0 000 3.352
0.000 0.000 3.426
0.000 0 000 3.432
3.100
3.157
3.199
3.067
3.356
3.351
3.220
3.235
3.179
3.136
3.133
3.060
3.151
3.237
3.131
3.284
3.248
3.282
3.124
3.023
2.986
3.344
3.124
3.250
3.190
3.096
3.160
3.427
3.439
Water Sales (MGD)
IBT Totals Per Basin
NOTE All Wastewater discharge is to the Rocky River
from RRWWTP, excluding water sales to Landis
(subtracted from Total South Yadkin IBT).
South Yadkin
South Yadkin Yadkin Catawba
Kannapolis Finished
water sales to Landis
Total South Total Yadkin Total Catawba
Yadkin IBT' IBT IBT
0.213
0 255
0.234
0 218
0.235
0 227
0.257
0 257
0.217
0 248
0.246
0 201
0.248
0 208
0.302
0 220
0.204
0 251
0.260
0 213
0.237
0 201
0.242
0 232
0.252
0 211
0.260
0 255
-0.213
-0 255
-0.234
-0 218
-0.235
-0 227
-0.257
-0 257
-0.217
-0 248
-0.246
-0 201
-0.248
-0 208
-0.302
-0 220
-0.204
-0 251
-0.260
-0 213
-0.237
-0 201
-0.242
-0 232
-0.252
-0211
-0.260
-0 255
3.123
3.199
3.144
3.173
2.966
3.121
3.157
3.093
3.176
3.138
3.250
3.089
3.175
3.162
3.304
3.261
3.057
3.343
3.378
3.385
3.038
3.104
2.972
3.145
3.109
3.380
3.445
3.197
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.286
-0.286 3.051
0 303
0.272
0 293
0.303
0 266
0.301
0 257
0.303
0 293
0.263
0 239
0.279
0.23
0.233
0 286
0.241
0 261
0.242
0 280
0.228
0 237
0.295
0 227
0.27
0 244
0.283
0 268
0.242
0 287
-0 303
-0.272
-0 293
-0.303
-0 266
-0.301
-0 257
-0.303
-0 293
-0.263
-0 239
-0.279
-0 230
-0.233
-0 286
-0.241
-0 261
-0.242
-0 280
-0.228
-0 237
-0.295
-0 227
-0.270
-0 244
-0.283
-0 268
-0.242
-0 287
3.100
3.157
3.199
3.067
3.356
3.351
3.220
3.235
3.179
3.136
3.133
3.060
3.151
3.237
3.131
3.284
3.248
3.282
3.124
3.023
2.986
3.344
3.124
3.250
3.190
3.096
3.160
3.427
3.439
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.231
-0.231 3.401
0 253
0.269
0 283
0.282
0 259
0.276
0 238
0.232
0 256
0.271
0 262
-0 253
-0.269
-0 283
-0.282
-0 259
-0.276
-0 238
-0.232
-0 256
-0.271
-0 262
3.359
3.545
3.596
3.554
3.443
3.347
3.354
3.428
3.352
3.426
3.432
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
of Grandfathered IBT
Permitted from Second Creek IBT from Yadkin to
% of PermMed MDD - South Yadkin % of Permitted MDD South Yadkin River % of PermMed
Catawba MDD Transfer Yadkin Transfer River Basin Transfer Basin MDD Transfer
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
3.123
3.199
3.144
3.173
2.966
3.121
3.157
3.093
3.176
3.138
3.250
3.089
3.175
3.162
3.304
3.261
3.057
3.343
3.378
3.385
3.038
3.104
2.972
3.145
3.109
3.380
3.445
3.197
31.230 %
31 990%
31.440 %
31 730%
29.660 %
31 210%
31.570%
30 930%
31.760%
31 380%
32.500%
30 890%
31.750 %
31 620%
33.040 %
32 610%
30.570 %
33 430%
33.780 %
33 850%
30.380 %
31 040%
29.720 %
31 450%
31.090 %
33 800%
34.450 %
31 970%
-0.213
-0.255
-0.234
-0.218
-0.235
-0.227
-0.257
-0.257
-0.217
-0.248
-0.246
-0.201
-0.248
-0.208
-0.302
-0.220
-0.204
-0.251
-0.260
-0.213
-0.237
-0.201
-0.242
-0.232
-0.252
-0.211
-0.260
-0.255
-3.550 %
-4 250%
-3.900 %
-3 633%
-3.917 %
-3 783%
-4.283 %
-4 283%
-3.617 %
-4 133%
-4.100%
-3 350%
-4.133%
-3 467%
-5.033 %
-3 667%
-3.400 %
-4 183%
-4.333 %
-3 550%
-3.950 %
-3 350%
-4.033 %
-3 867%
-4.200 %
-3 517%
-4.333 %
-4 250%
0.213
0.255
0.234
0.218
0.235
0.227
0.257
0.257
0.217
0.248
0.246
0.201
0.248
0.208
0.302
0.220
0.204
0.251
0.260
0.213
0.237
0.201
0.242
0.232
0.252
0.211
0.260
0.255
10.704%
12.814%
11.759%
10.955%
11.809%
11.407%
12.915%
12.915%
10.905%
12.462%
12.362%
10.101%
12.462%
10.452%
15.176%
11.055%
10.251%
12.613%
13.065%
10.704%
11.910%
10.101%
12.161%
11.658%
12.663%
10.603%
13.065%
12.814%
0.000 0.000% 3.051 30.510% 14.372%
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
3.100
3.157
3.199
3.067
3.356
3.351
3.220
3.235
3.179
3.136
3.133
3.060
3.151
3.237
3.131
3.284
3.248
3.282
3.124
3.023
2.986
3.344
3.124
3.250
3.190
3.096
3.160
3.427
3.439
31 000%
31.570 %
31 990%
30.670 %
33 560%
33.510 %
32 200%
32.350 %
31 790%
31.360%
31 330%
30.600%
31 510%
32.370 %
31 310%
32.840 %
32 480%
32.820 %
31 240%
30.230 %
29 860%
33.440 %
31 240%
32.500%
31 900%
30.960%
31 600%
34.270%
34 390%
-0.303
-0.272
-0.293
-0.303
-0.266
-0.301
-0.257
-0.303
-0.293
-0.263
-0.239
-0.279
-0.230
-0.233
-0.286
-0.241
-0.261
-0.242
-0.280
-0.228
-0.237
-0.295
-0.227
-0.270
-0.244
-0.283
-0.268
-0.242
-0.287
-5 050%
-4.533 %
-4 883%
-5.050 %
-4 433%
-5.017 %
-4 283%
-5.050 %
-4 883%
-4.383 %
-3 983%
-4.650 %
-3 833%
-3.883%
-4 767%
-4.017%
-4 350%
-4.033%
-4 667%
-3.800%
-3 950%
-4.917%
-3 783%
-4.500%
-4 067%
-4.717%
-4 467%
-4.033%
-4 783%
0.303
0.272
0.293
0.303
0.266
0.301
0.257
0.303
0.293
0.263
0.239
0.279
0.230
0.233
0.286
0.241
0.261
0.242
0.280
0.228
0.237
0.295
0.227
0.270
0.244
0.283
0.268
0.242
0.287
15.226%
13.668%
14.724%
15.226%
13.367 %
15.126%
12.915%
15.226%
14.724%
13.216%
12.010%
14.020%
11.558 %
11.709%
14.372%
12.111%
13.116%
12.161%
14.070%
11.457%
11.910%
14.824%
11.407%
13.568%
12.261%
14.221%
13.467%
12.161%
14.422%
0.000 0.000% 3.401 34.010% 11.608%
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
3.359
3.545
3.596
3.554
3.443
3.347
3.354
3.428
3.352
3.426
3.432
33 590%
35.450%
35 960%
35.540%
34 430%
33.470%
33 540%
34.280%
33 520%
34.260%
34 320%
-0.253
-0.269
-0.283
-0.282
-0.259
-0.276
-0.238
-0.232
-0.256
-0.271
-0.262
-4 217%
-4.483%
-4 717%
-4.700%
-4 317%
-4.600%
-3 967%
-3.867%
-4 267%
-4.517%
-4 367%
0.253
0.269
0.283
0.282
0.259
0.276
0.238
0.232
0.256
0.271
0.262
12.714%
13.518%
14.221%
14.171%
13.015%
13.869%
11.960%
11.658%
12.864%
13.618%
13.166%

Water Transfer (MGD) to Rocky River Basin
Map Code Salisbury 1 Albemarle 1 Charlotte 1-3
Source Basin South Yadkin Yadkin Yadkin Catawba
Raw Water to Salisbury Finished Albemarle Charlotte Water
Kannapolis Lake water Finished water Finished water
from Second Interconnection Interconnection Interconnections
DATE Creek with Kannapolis with Concord with Concord
5/12/2020 0.000 0.000 3.327
5/13/2020 0.000 0 000 3.170
5/14/2020 0.000 0.000 3.382
5/15/2020 0.000 0 000 3.448
5/16/2020 0.000 0.000 3.408
5/17/2020 0.000 0 000 3.271
5/18/2020 0.000 0.000 3.146
5/19/2020 0.000 0 000 3.362
5/20/2020 0.000 0.000 3.006
5/21/2020 0.000 0000 3.146
5/22/2020 0.000 0.000 3.231
5/23/2020 0.000 0 000 3.203
5/24/2020 0.000 0.000 3.178
5/25/2020 0.000 0 000 3.190
5/26/2020 0.000 0.000 3.272
5/27/2020 0.000 0 000 3.202
5/28/2020 0.000 0.000 • 3.074
5/29/2020 0.000 0 000 3.339
5/30/2020 0.000 0.000 3.195
5/31/2020 0.000 0000
6/1/2020 0.000 0.000
6/2/2020 0.000 0 000
6/3/2020 0.000 0.000
6/4/2020 0.000 0 000
6/5/2020 0.000 0.000
6/6/2020 0.000 0 000
6/7/2020 0.000 0.000
6/8/2020 0.000 0 000
6/9/2020 0.000 0.000
6/10/2020 0.000 0 000
6/11/2020 0.000 0.000
6/12/2020 0.000 0 000
6/13/2020 0.000 0.000
6/14/2020 0.000 0 000
6/15/2020 0.000 0.000
6/16/2020 0.000 0 000
6/17/2020 0.000 0.000
6/18/2020 0.000 0 000
6/19/2020 0.000 0.000
6/20/2020 0.000 0 000
6/21/2020 0.000 0.000
6/22/2020 0.000 0 000 0
6/23/2020 0.000 0.000
6/24/2020 0.000 0 000
6/25/2020 0.000 0.000
6/26/2020 0.000 0 000
6/27/2020 0.000 0.000
6/28/2020 0.000 0 000 411
6/29/2020 0.000 0.000
6/30/2020 0.000 0 000
7/1/2020 0.000 0.000 3.090
7/2/2020 0.000 0 000 3.359
7/3/2020 0.000 0.000 3.363
7/4/2020 0.000 0 000 3.331
7/5/2020 0.000 0.000 3.341
7/6/2020 0.000 0 000 3.294
7/7/2020 0.000 0.000 3.393
7/8/2020 0.000 0 000 3.257
7/9/2020 0.000 0.000 3.491
7/10/2020 0.000 0 000 3.534
7/11/2020 0.000 0.000 3.318
7/12/2020 0.000 0 000 3.423
7/13/2020 0.000 0.000 3.340
7/14/2020 0.000 0 000 3.691
7/15/2020 0.000 0.000 3.536
7/16/2020 0.000 0 000 3.437
7/17/2020 0.000 0.000 3.271
7/18/2020 0.000 0 000 3.203
7/19/2020 0.000 0.000 3.162
7/20/2020 0.000 0 000 3.114
3.261
3.321
3.297
3.368
3.277
3.401
3.449
3.451
3.508
3.398
3.417
3.442
3.279
3.216
3.174
2.983
3.361
3.096
3.044
3.268
3.230
3.097
3.417
3.486
3.242
3.411
3.354
3.268
3.149
0.405
1.832
Water Sales (MGD)
IBT Totals Per Basin
NOTE All Wastewater discharge is to the Rocky River
from RRWWTP, excluding water sales to Landis
(subtracted from Total South Yadkin IBT).
South Yadkin
Kannapolis Finished
water sales to Landis
0.279
0 231
0.335
0 294
0.301
0 278
0.305
0 363
0.247
0 274
0.264
0 243
0.273
0 204
0.269
0 231
0.328
0 299
0.331
South Yadkin Yadkin Catawba
Total South Total Yadkin Total Catawba
Yadkin IBT' IBT IBT
-0.279 3.327 0.000
-0 231 3.170 0.000
-0.335 3.382 0.000
-0 294 3.448 0.000
-0.301 3.408 0.000
-0 278 3.271 0.000
-0.305 3.146 0.000
-0 363 3.362 0.000
-0.247 3.006 0.000
-0 274 3.146 0.000
-0.264 3.231 0.000
-0 243 3.203 0.000
-0.273 3.178 0.000
-0 204 3.190 0.000
-0.269 3.272 0.000
-0 231 3.202 0.000
-0.328 3.074 0.000
-0 299 3.339 0.000
-0.331 3.195 0.000
of Grandfathered IBT
Permitted from Second Creek IBT from Yadkin to
% of PermMed MDD - South Yadkin % of Permitted MDD South Yadkin River % of PermMed
Catawba MDD Transfer Yadkin Transfer River Basin Transfer Basin MDD Transfer
0.000 0.000% 3.327 33.270% -0.279-4.65010 0.279 14.020%
0.000 0.000% 3.170 31 700% -0.231 -3 850 % 0.231 11.608%
0.000 0.000% 3.382 33.820 % -0.335 -5.583 % 0.335 16.834%
0.000 0.000% 3.448 34 480% -0.294 -4 900% 0.294 14.774%
0.000 0.000% 3.408 34.080% -0.301-5.01710 0.301 15.126%
0.000 0.000% 3.271 32 710% -0.278 -4 633% 0.278 13.970%
0.000 0.000% 3.146 31.460% -0.305-5.08310 0.305 15.327%
0.000 0.000% 3.362 33 620% -0.363 -6 050% 0.363 18.241%
0.000 0.000% 3.006 30.060% -0.247-4.11710 0.247 12.412%
0.000 0.000% 3.146 31 460% -0.274 -4 567% 0.274 13.769%
0.000 0.000% 3.231 32.310% -0.264-4.40010 0.264 13.266%
0.000 0.000% 3.203 32 030% -0.243 -4 050 % 0.243 12.211%
0.000 0.000% 3.178 31.780% -0.273-4.55010 0.273 13.719%
0.000 0.000% 3.190 31 900% -0.204 -3 400% 0.204 10.251%
0.000 0.000% 3.272 32.720% -0.269-4.48310 0.269 13.518%
0.000 0.000% 3.202 32 020% -0.231 -3 850 % 0.231 11.608%
0.000 0.000% 3.074 30.740% -0.328-5.46710 0.328 16.482%
0.000 0.000% 3.339 33 390% -0.299 -4 983% 0.299 15.025%
0.000 0.000% 3.195 31.950% -0.331-5.51710 0.331 16.633%
0 275 -0 275 3.192 0.000 0.000% 3.192 31 920%
0.345
0 319
0.298
0 304
0.270
0 329
0.259
0 280
0.310
0 295
0.283
0 311
0.286
0 307
0.320
0 293
0.330
0 266
0.313
0 262
0.304
0 314
0.320
0 362
0.346
0 334
0.328
0 312
0.327
-0.345
-0 319
-0.298
-0 304
-0.270
-0 329
-0.259
-0 280
-0.310
-0 295
-0.283
-0 311
-0.286
-0 307
-0.320
-0 293
-0.330
-0 266
-0.313
-0 262
-0.304
-0 314
-0.320
-0 362
-0.346
-0 334
-0.328
-0 312
-0.327
3.261
3.321
3.297
3.368
3.277
3.401
3.449
3.451
3.508
3.398
3.417
3.442
3.279
3.216
3.174
2.983
3.361
3.096
3.044
3.268
3.230
3.097
3.417
3.486
3.242
3.411
3.354
3.268
3.149
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.405
1.832
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.405
1.832
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
4.055%
18.320%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
3.261
3.321
3.297
3.368
3.277
3.401
3.449
3.451
3.508
3.398
3.417
3.442
3.279
3.216
3.174
2.983
3.361
3.096
3.044
3.268
3.230
3.097
3.417
3.486
3.242
3.411
3.354
3.268
3.149
32.610%
33 210%
32.970%
33 680%
32.770%
34 010%
34.490 %
34 510%
35.080 %
33 980%
34.170 %
34 420%
32.790 %
32 160%
31.740 %
29 830%
33.610 %
30 960%
30.440 %
32 680%
32.300 %
30 970%
34.170%
34 860%
32.420 %
34 110%
33.540 %
32 680%
31.490 %
-0.345
-0.319
-0.233
-0.304
-0.270
-0.329
-0.259
-0.280
-0.310
-0.295
-0.283
-0.311
-0.286
-0.307
-0.320
-0.293
-0.330
-0.266
-0.313
-0.262
-0.304
-0.314
-0.320
-0.362
-0.346
-0.334
-0.328
-0.312
-0.327
-5.750 %
-5 317%
-3.883 %
-5 067%
-4.500 %
-5 483%
-4.317 %
-4 667%
-5.167%
-4 917%
-4.717 %
-5 183%
-4.767 %
-5 117%
-5.333 %
-4 883%
-5.500 %
-4 433%
-5.217 %
-4 367%
-5.067 %
-5 233%
-5.333%
-6 033%
-5.767%
-5 567%
-5.467%
-5 200%
-5.450%
0.178
0.162
0.233
0.208
0.215
0.229
0.251
0.277
0.294
0.181
0.189
0.218
0.248
0.157
0.180
0.274
0.288
0.138
0.206
0.325
0.324
0.225
0.173
0.257
0.251
0.193
0.251
0.239
0.295
8.945%
8.141%
11.709%
10.452%
10.804%
11.508%
12.613%
13.920%
14.774%
9.095%
9.497%
10.955%
12.462%
7.889%
9.045%
13.769%
14.472%
6.935%
10.352%
16.332%
16.281
11.307%
8.693%
12.915%
12.613%
9.698%
12.613%
12.010%
14.824%
0 331 1 -0.331 3.221 CIMIM0.000 0.000% 3.221 32 210% 14.623%I
0.344
0 317
0.335
0294
0.318
0 297
0.320
0 289
0.337
0 300
0.329
0 272
0.342
0 312
0.309
0340
0.324
0 270
0.361
0 313
-0.344
-0 317
-0.335
-0 294
-0.318
-0 297
-0.320
-0 289
-0.337
-0 300
-0.329
-0 272
-0.342
-0312
-0.309
-0 340
-0.324
-0 270
-0.361
-0313
3.090
3.359
3.363
3.331
3.341
3.294
3.393
0.300
3.491
3.534
3.318
3.423
3.340
3.691
3.536
3.437
3.271
3.203
3.162
3.114
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
3.090
3.359
3.363
3.331
3.341
3.294
3.393
0.300
3.491
3.534
3.318
3.423
3.340
3.691
3.536
3.437
3.271
3.203
3.162
3.114
30.900%
33 590%
33.630%
33 310%
33.410%
32 940%
33.930%
3 000%
34.910%
35 340%
33.180%
34 230%
33.400%
36 910%
35.360%
34 370%
32.710%
32 030%
31.620%
31 140%
-0.344
-0.317
-0.335
-0.294
-0.318
-0.297
-0.320
-0.289
-0.337
-0.300
-0.329
-0.272
-0.342
-0.312
-0.309
-0.340
-0.324
-0.270
-0.361
-0.313
-5.733%
-5 283%
-5.583%
-4 900%
-5.300%
-4 950%
-5.333%
-4 817%
-5.617%
-5 000%
-5.483%
-4 533%
-5.700%
-5 200%
-5.150%
-5 667%
-5.400%
-4 500%
-6.017%
-5 217%
0.291
0.442
0.356
0.194
0.245
0.191
0.200
0.290
0.300
0.290
0.290
0.267
0.158
0.224
0.224
0.220
0.230
0.220
0.215
0.225
14.623%
22.211%
17.889%
9.749%
12.312%
9.598%
10.050%
14.573%
15.075%
14.573%
14.573%
13.417%
7.940%
11.256%
11.256%
11.055%
11.558%
11.055%
10.804%
11.307%

Water Transfer (MGD) to Rocky River Basin
Map Code Salisbury 1 Albemarle 1 Charlotte 1-3
Source Basin South Yadkin Yadkin Yadkin Catawba
Raw Water to Salisbury Finished Albemarle Charlotte Water
Kannapolis Lake water Finished water Finished water
from Second Interconnection Interconnection Interconnections
DATE Creek with Kannapolis with Concord with Concord
7/21/2020 0.000 0.000 3.387
7/22/2020 0.000 0•000 3.380
7/23/2020 0.000 0.000 3.252
7/24/2020 0.000 0 000 3.663
7/25/2020 0.000 0.000 3.884
7/26/2020 0.000 0 000 4.065
7/27/2020 0.000 0.000 4.193
7/28/2020 0.000 0 000 4.350
7/29/2020 0.000 0.000 3.665
7/30/2020 0.000 0 000 4.005
7/31/2020 0.000 0.000 I
8/1/2020 0.000 0000
8/2/2020 0.000 0.000
8/3/2020 0.000 0 000
8/4/2020 0.000 0.000
8/5/2020 0.000 0 000
8/6/202070.000 0.000
8//2020 0.000 0 000
8/8/2020 0.000 0.000
8/9/2020 0.000 0 000
8/10/2020 0.000 0.000
8/11/2020 0.000 0000
8/12/2020 0.000 0.000
8/13/2020 0.000 0 000
8/14/2020 0.000 0.000
8/15/2020 0.000 0 000
8/16/2020 0.000 0.000
8/17/2020 0.000 0 000
8/18/2020 0.000 0.000
8/19/2020 0.000 0 000
8/20/2020 0.000 0.000 ill
8/21/2020 0.000 0000
8/22/2020 0.000 0.000
8/23/2020 0.000 0 000
8/24/2020 0.000 0.000
8/25/2020 0.000 0 000
8/26/2020 0.000 0.000
8/27/2020 0.000 0 000
8/28/2020 0.000 0.000
8/29/2020 0.000 0 000
8/30/2020 0.000 0.000
8/31/2020 0.000 0000 3.1. I
9/1/2020 0.000 0.000 3.960
9/2/2020 0.000 0 000 2.727
9/3/2020 0.000 0.00041
4.002
9/4/2020 0.000 0 000 4.203
9/5/2020 0.000 0.000 3.882
9/6/2020 0.000 0 000 3.882
9/7/2020 0.000 0.000 3.911
9/8/2020 0.000 0 000 3.961
9/9/2020 0.000 0.000 4.012
9/10/2020 0.000 0 000 3.993
9/11/2020 0.000 0.000 3.968
9/12/2020 0.000 0 000 3.953
9/13/2020 0.000 0.000 4.033
9/14/2020 0.000 0 000 3.908
9/15/2020 0.000 0.000 4.048
9/16/2020 0.000 0 000 3.833
9/17/2020 0.000 0.000 3.649
9/18/2020 0.000 0 000 3.857
9/19/2020 0.000 0.000 4.068
9/20/2020 0.000 0 000 3.790
9/21/2020 0.000 0.000 3.910
9/22/2020 0.000 0 000 3.929
9/23/2020 0.000 0.000 3.912
9/24/2020 0.000 0 000 3.757
9/25/2020 0.000 0.000 3.875
9/26/2020 0.000 0 000 3.551
9/27/2020 0.000 0.000 3.805
9/28/2020 0.000 0 000 3.843
4.215
4.239
4.217
3.964
4.207
4.166
4.077
4.188
4.236
4.248
4.093
4.014
3.920
3.971
4.001
3.951
3.972
4.023
3.980
4.014
3.975
3.838
3.893
3.982
4.071
4.288
4.284
4.102
3.944
3.946
Water Sales (MGD) IBT Totals Per Basin
NOTE All Wastewater discharge is to the Rocky River
from RRWWTP, excluding water sales to Landis
(subtracted from Total South Yadkin IBT).
South Yadkin
South Yadkin Yadkin Catawba
Kannapolis Finished
water sales to Landis
Total South Total Yadkin Total Catawba
Yadkin IBT' IBT IBT
0.321
0 334
0.350
0 312
0.384
0 316
0.371
0348
0.314
0 315
0.342
-0.321
-0 334
-0.350
-0 312
-0.384
-0 316
-0.371
-0 348
-0.314
-0 315
-0.342
3.387
3.380
3.252
3.663
3.884
4.065
4.193
4.350
3.665
4.005
4.170
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0 322
0.348
0 305
0.375
0 312
0.392
0 415
0.342
0 334
0.368
0 411
0.386
0 355
0.381
0 326
0.267
0 355
0.325
0 329
0.281
0 329
0.320
0294
0.274
0 322
0.307
0 302
0.311
0349
0.303
-0 322
-0.348
-0 305
-0.375
-0 312
-0.392
-0 415
-0.342
-0 334
-0.368
-0411
-0.386
-0 355
-0.381
-0 326
-0.267
-0 355
-0.325
-0 329
-0.281
-0 329
-0.320
-0 294
-0.274
-0 322
-0.307
-0 302
-0.311
-0 349
-0.303
4.215
4.239
4.217
3.964
4.207
4.166
4.077
4.188
4.236
4.248
4.093
4.014
3.920
3.971
4.001
3.951
3.972
4.023
3.980
4.014
3.975
3.838
3.893
3.982
4.071
4.288
4.284
4.102
3.944
3.946
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0 287
-0 287 3.899
0.319
0 252
0.304
0 313
0.278
0 307
0.284
0 300
0.302
0 271
0.279
0 307
0.321
0 330
0.259
0 330
0.241
0 289
0.306
0 281
0.284
0 282
0.287
0 268
0.295
0 306
0.272
0 290
-0.319
-0 252
-0.304
-0 313
-0.278
-0 307
-0.284
-0 300
-0.302
-0 271
-0.279
-0 307
-0.321
-0 330
-0.259
-0 330
-0.241
-0 289
-0.306
-0 281
-0.284
-0 282
-0.287
-0 268
-0.295
-0 306
-0.272
-0 290
3.960
2.727
4.002
4.203
3.882
3.882
3.911
3.961
4.012
3.993
3.968
3.953
4.033
3.908
4.048
3.833
3.649
3.857
4.068
3.790
3.910
3.929
3.912
3.757
3.875
3.551
3.805
3.843
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
% of Grandfathered IBT
Permitted from Second Creek IBT from Yadkin to
% of PermMed MDD - South Yadkin % of Permitted MDD South Yadkin River % of PermMed
Catawba MDD Transfer Yadkin Transfer River Basin Transfer Basin MDD Transfer
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
3.387
3.380
3.252
3.663
3.884
4.065
4.193
4.350
3.665
4.005
33.870%
33 800%
32.520%
36 630%
38.840%
40 650%
41.930%
43 500%
36.650%
40 050%
-0.321
-0.334
-0.350
-0.312
-0.384
-0.316
-0.371
-0.348
-0.314
-0.315
-5.350%
-5 567%
-5.833%
-5 200%
-6.400 %
-5 267%
-6.183%
-5 800%
-5.233%
-5 250%
0.223
0.235
0.250
0.243
0.280
0.381
0.265
0.266
0.250
0.245
11.206%
11.809%
12.563%
12.211%
14.070%
19.146%
13.317%
13.367%
12.563%
12.312%
0.000 0.000% 4.170 41.700% -0.342 -5.7005 0.300 15.075%
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
4.215
4.239
4.217
3.964
4.207
4.166
4.077
4.188
4.236
4.248
4.093
4.014
3.920
3.971
4.001
3.951
3.972
4.023
3.980
4.014
3.975
3.838
3.893
3.982
4.071
4.288
4.284
4.102
3.944
3.946
42 150%
42.390%
42 170%
39.640%
42 070%
41.660%
40 770%
41.880%
42 360%
42.480%
40 930%
40.140%
39 200%
39.710%
40 010%
39.510%
39 720%
40.230%
39 800%
40.140%
39 750%
38.380%
38 930%
39.820%
40 710%
42.880%
42 840%
41.020%
39 440%
39 460%
-0.322
-0.348
-0.305
-0.375
-0.312
-0.392
-0.415
-0.342
-0.334
-0.368
-0.411
-0.386
-0.355
-0.381
-0.326
-0.267
-0.355
-0.325
-0.329
-0.281
-0.329
-0.320
-0.294
-0.274
-0.322
-0.307
-0.302
-0.311
-0.349
-0.303
-5 367%
-5.800%
-5 083%
-6.250 %
-5 200%
-6.533 %
-6 917%
-5.700 %
-5 567%
-6.133%
-6 850%
-6.433 %
-5 917%
-6.350 %
-5 433%
-4.450 %
-5 917%
-5.417 %
-5 483%
-4.683 %
-5 483%
-5.333 %
-4 900%
-4.567 %
-5 367%
-5.117%
-5 033%
-5.183%
-5 817%
-5.050%
0.279
0.262
0.316
0.218
0.245
0.274
0.235
0.230
0.251
0.219
0.237
0.215
0.220
0.190
0.225
0.273
0.235
0.242
0.175
0.260
0.180
0.236
0.261
0.248
0.234
0.269
0.295
0.200
0.170
0.374
14.020%
13.166%
15.879%
10.955%
12.312%
13.769%
11.809%
11.558%
12.613%
11.005%
11.910%
10.804%
11.055%
9.548%
11.307%
13.719%
11.809%
12.161%
8.794
13.065%
9.045%
11.859%
13.116%
12.462%
11.759%
13.518%
14.824%
10.050%
8.543%
18.794
0.000 0.000 % 3.899 38 990%
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
3.960
2.727
4.002
4.203
3.882
3.882
3.911
3.961
4.012
3.993
3.968
3.953
4.033
3.908
4.048
3.833
3.649
3.857
4.068
3.790
3.910
3.929
3.912
3.757
3.875
3.551
3.805
3.843
39.600%
27 270%
40.020%
42 030%
38.820%
38 820%
39.110%
39 610%
40.120%
39 930%
39.680%
39 530%
40.330%
39 080%
40.480%
38 330%
36.490%
38 570%
40.680%
37 900%
39.100%
39 290%
39.120%
37 570%
38.750%
35 510%
38.050%
38 430%
-0.319
-0.252
-0.304
-0.313
-0.278
-0.307
-0.284
-0.300
-0.302
-0.271
-0.279
-0.307
-0.321
-0.330
-0.259
-0.330
-0.241
-0.289
-0.306
-0.281
-0.284
-0.282
-0.287
-0.268
-0.295
-0.306
-0.272
-0.290
-5.317%
-4 200%
-5.067%
-5 217%
-4.633%
-5 117%
-4.733%
-5 000%
-5.033%
-4 517%
-4.650%
-5 117%
-5.350%
-5 500%
-4.317%
-5 500%
-4.017%
-4 817%
-5.100%
-4 683%
-4.733%
-4 700%
-4.783%
-4 467%
-4.917%
-5 100%
-4.533%
-4 833%
0.319
0.252
0.304
0.313
0.278
0.307
0.284
0.300
0.302
0.271
0.279
0.307
0.321
0.330
0.259
0.330
0.241
0.289
0.306
0.281
0.284
0.282
0.287
0.268
0.295
0.306
0.272
0.290
16.030%
12.663%
15.276%
15.729%
13.970%
15.427%
14.271%
15.075%
15.176%
13.618%
14.020%
15.427%
16.131%
16.583%
13.015%
16.583 %
12.111%
14.523%
15.377%
14.121%
14.271%
14.171%
14.422%
13.467%
14.824%
15.377%
13.668%
14.573%

Water Transfer (MGD) to Rocky River Basin
Map Code
Source Basin South Yadkin
Salisbury 1 Albemarle 1 Charlotte 1-3
Yadkin Yadkin Catawba
Raw Water to Salisbury Finished Albemarle Charlotte Water
Kannapolis Lake water Finished water Finished water
from Second Interconnection Interconnection Interconnections
DATE Creek with Kannapolis with Concord with Concord
9/29/2020 0.000 0.000 3.900
9/30/2020 0.000 0000
10/1/2020 0.000 0.000
10/2/2020 0.000 0 000
10/3/2020 0.000 0.000
10/4/2020 0.000 0 000
10/5/2020 0.000 0.000
10/6/2020 0.000 0 000
10/7/2020 0.000 0.000
10/8/2020 0.000 0 000
10/9/2020 0.000 0.000
0/10/2020 0.000 0 000 III
0/11/2020 0.000 0.000
0/12/2020 0.000 0 000
0/13/2020 0.000 0.000
0/14/2020 0.000 0 000
0/15/2020 0.000 0.000
0/16/2020 0.000 0 000 II
0/17/2020 0.000 0.000
0/18/2020 0.000 0 000
0/19/2020 0.000 0.000
0/20/2020 0.000 0 000
0/21/2020 0.000 0.000
0/22/2020 0.000 0 000
0/23/2020 0.000 0.000
0/24/2020 0.000 0 000
0/25/2020 0.000 0.000
0/26/2020 0.000 0 000
0/27/2020 0.000 0.000
0/29/2020 0.000 0 000
0/29/2020 0.000 0.000
0/30/2020 0.000 0 000
0/31/2020 0.000 0.000
11/1/2020 0.000 0000
11/2/2020 0.000 0.000
11/3/2020 0.000 0 000
11/4/2020 0.000 0.000 ii
11/5/2020 0.000 0000
11/6/2020 0.000 0.000
11/7/2020 0.000 0 000
11/8/2020 0.000 0.000
11/9/2020 0.000 0 000
11/10/2020 0.000 0.000
11/11/2020 0.000 0000
11/12/2020 0.000 0.000
11/13/2020 0.000 0000
11/14/2020 0.000 0.000
11/15/2020 0.000 0000
11/16/2020 0.000 0.000
11/17/2020 0.000 0000
11/18/2020 0.000 0.000
11/19/2020 0.000 0000
11/20/2020 0.000 0.000
11/21/2020 0.000 0000
11/23/2020 0.000 0.000
11/23/2020 0.000 0000
11/24/2020 0.000 0.000
11/25/2020 0.000 0000
11/26/2020 0.000 0.000
11/27/2020 0.000 0000
11/28/2020 0.000 0.000
11/29/2020 0.000 0000
11/30/2020 0.000 0.000
12/1/2020 0.000 0000 3.903
12/2/2020 0.000 0.000 3.972
12/3/2020 0.000 0 000 3.767
12/4/2020 0.000 0.000 3.561
12/5/2020 0.000 0 000 3.716
12/6/2020 0.000 0.000 3.729
12/7/2020 0.000 0 000 3.966
3.677
3.962
3.873
3.834
3.911
4.136
3.943
4.490
3.810
3.778
3.571
3.630
3.804
4.008
3.601
3.908
3.708
3.850
3.805
4.034
3.969
3.944
4.036
4.070
3.896
3.654
3.964
4.296
4.156
4.012
3.920
4.365
3.831
4.267
4.056
4.037
4.002
4.094
4.034
4.116
3.736
3.934
4.020
3.830
3.750
3.849
3.761
3.875
3.843
3.946
3.762
3.853
3.862
3.664
3.972
3.757
3.887
3.807
3.824
Water Sales (MGD) IBT Totals Per Basin
NOTE All Wastewater discharge is to the Rocky River
frorn RRWWTP, excluding water sales to Landis
(subtracted from Total South Yadkin IBT).
South Yadkin
South Yadkin Yadkin Catawba
Kannapolis Finished
water sales to Landis
Total South Total Yadkin Total Catawba
Yadkin IBT' IBT IBT
0.295
0 281
-0.295 3.900 0.000
-0 281 3.904 0.000
0.265
0 292
0.313
0 272
0.305
0 287
0.306
0 308
0.266
0 282
0.295
0 232
0.275
0 321
0.251
0 283
0.303
0 288
0.255
0 317
0.257
0 318
0.296
0 291
0.271
0 271
0.277
0 257
0.261
0 283
-0.265
-0 292
-0.313
-0 272
-0.305
-0 287
-0.306
-0 308
-0.266
-0 282
-0.295
-0 232
-0.275
-0 321
-0.251
-0 283
-0.303
-0 288
-0.255
-0 317
-0.257
-0 318
-0.296
-0 291
-0.271
-0 271
-0.277
-0 257
-0.261
-0 283
3.677
3.982
3.873
3.834
3.911
4.136
3.943
4.490
3.810
3.778
3.571
3.630
3.804
4.008
3.601
3.908
3.708
3.850
3.805
4.034
3.969
3.944
4.036
4.070
3.896
3.654
3.964
4.296
4.156
4.012
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.231 -0.231 4.232 0.000
0 284
0.251
0 250
0.241
0 241
0.250
0 256
0.254
0 311
0.280
0 252
0.215
0 268
0.254
0 219
0.309
0 206
0.252
0247
0.206
0 252
0.204
0 250
0.202
0 254
0.205
0 246
0.202
0 201
-0 284
-0.251
-0 250
-0.241
-0 241
-0.250
-0 256
-0.254
-0 311
-0.280
-0 252
-0.215
-0 268
-0.254
-0 219
-0.309
-0 206
-0.252
-0 247
-0.206
-0 252
-0.204
-0 250
-0.202
-0 254
-0.205
-0 246
-0.202
-0 201
3.920
4.365
3.831
4.267
4.056
4.037
4.002
4.094
4.034
4.116
3.736
3.934
4.020
3.830
3.750
3.849
3.761
3.875
3.843
3.946
3.762
3.853
3.862
3.664
3.972
3.757
3.887
3.807
3.824
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
3.799
0 204
0.249
0 205
0.245
0 204
0.256
0 221
-0 204
-0.249
-0 205
-0.245
-0 204
-0.256
-0 221
3.903
3.972
3.767
3.561
3.716
3.729
3.966
0.000
0.000
0.000
0.000
0.000
0.000
0.000
% of Grandfathered IBT
Permitted from Second Creek IBT from Yadkin to
% of PermMetl MDD - South Yadkin % of Permitted MDD South Yadkin River % of PermMetl
Catawba MDD Transfer Yadkin Transfer River Basin Transfer Basin MDD Transfer
0.000 0.000 % 3.900 39.000 % -0.295 -4.91791 0.295 14.824 %
0 0.000% 3.904 39 040% -0.281 -4 683% 0.281 14.121%
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
3.677
3.982
3.873
3.834
3.911
4.136
3.943
4.490
3.810
3.778
3.571
3.630
3.804
4.008
3.601
3.908
3.708
3.850
3.805
4.034
3.969
3.944
4.036
4.070
3.896
3.654
3.964
4.296
4.156
4.012
36.770%
39 820%
38.730 %
38 340%
39.110 %
41 360%
39.430 %
44 900%
38.100 %
37 780%
35.710 %
36 300%
38.040 %
40 080%
36.010 %
39 080%
37.080 %
38 500%
38.050 %
40 340%
39.690 %
39 440%
40.360 %
40 700%
38.960 %
36 540%
39.640 %
42 960%
41.560 %
40 120%
-0.265
-0.292
-0.313
-0.272
-0.305
-0.287
-0.306
-0.308
-0.266
-0.282
-0.295
-0.232
-0.275
-0.321
-0.251
-0.283
-0.303
-0.288
-0.255
-0.317
-0.257
-0.318
-0.296
-0.291
-0.271
-0.271
-0.277
-0.257
-0.261
-0.283
-4.417%
-4 867%
-5.217 %
-4 533%
-5.083 %
-4 783%
-5.100%
-5 133%
-4.433 %
-4 700%
-4.917 %
-3 867%
-4.583 %
-5 350%
-4.183%
-4 717%
-5.050 %
-4 800%
-4.250 %
-5 283%
-4.283 %
-5 300%
-4.933 %
-4 850%
-4.517 %
-4 517%
-4.617 %
-4 283%
-4.350 %
-4 717%
0.265
0.292
0.313
0.272
0.305
0.287
0.306
0.308
0.266
0.282
0.295
0.232
0.275
0.321
0.251
0.283
0.303
0.288
0.255
0.317
0.257
0.318
0.296
0.291
0.271
0.271
0.277
0.257
0.261
0.283
13.317%
14.673%
15.729%
13.668%
15.327%
14.422%
15.377%
15.477%
13.367%
14.171%
14.824%
11.658%
13.819%
16.131%
12.613%
14.221%
15.226%
14.472%
12.814%
15.930%
12.915%
15.980%
14.874%
14.623%
13.618%
13.618%
13.920%
12.915%
13.116%
14.221%
0.000% 4.232 42.320% 11.608%
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
3.920
4.365
3.831
4.267
4.056
4.037
4.002
4.094
4.034
4.116
3.736
3.934
4.020
3.830
3.750
3.849
3.761
3.875
3.843
3.946
3.762
3.853
3.862
3.664
3.972
3.757
3.887
3.807
3.824
39 200%
43.650%
38 310%
42.670%
40 560%
40.370 %
40 020%
40.940 %
40 340%
41.160 %
37 360%
39.340 %
40 200%
38.300 %
37 500%
38.490 %
37 610%
38.750 %
38 430%
39.460%
37 620%
38.530%
38 620%
36.640%
39 720%
37.570%
38 870%
38.070%
38 240%
-0.284
-0.251
-0.250
-0.241
-0.241
-0.250
-0.256
-0.254
-0.311
-0.280
-0.252
-0.215
-0.268
-0.254
-0.219
-0.309
-0.206
-0.252
-0.247
-0.206
-0.252
-0.204
-0.250
-0.202
-0.254
-0.205
-0.246
-0.202
-0.201
-4 733%
-4.183%
-4 167%
-4.017 %
-4 017%
-4.167%
-4 267%
-4.233 %
-5 183%
-4.667%
-4 200%
-3.583%
-4 467%
-4.233%
-3 650%
-5.150%
-3 433%
-4.200%
-4 117%
-3.433%
-4 200%
-3.400%
-4 167%
-3.367%
-4 233%
-3.417%
-4 100%
-3.367%
-3 350%
0.284
0.251
0.250
0.241
0.241
0.250
0.256
0.254
0.311
0.280
0.252
0.215
0.268
0.254
0.219
0.309
0.206
0.252
0.247
0.206
0.252
0.204
0.250
0.202
0.254
0.205
0.246
0.202
0.201
14.271%
12.613%
12.563%
12.111%
12.111%
12.563%
12.864%
12.764%
15.628%
14.070%
12.663%
10.804%
13.467%
12.764%
11.005%
15.528%
10.352%
12.663%
12.412%
10.352%
12.663%
10.251%
12.563%
10.151%
12.764%
10.302%
12.362%
10.151%
10.101%
0.000 0.000% 3.799 37.990% 12.764%
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
0.000%
3.903
3.972
3.767
3.561
3.716
3.729
3.966
39 030%
39.720%
37 670%
35.610%
37 160%
37.290%
39 660%
-0.204
-0.249
-0.205
-0.245
-0.204
-0.256
-0.221
-3 400%
-4.150%
-3 417%
-4.083%
-3 400%
-4.267%
-3 683%
0.204
0.249
0.205
0.245
0.204
0.256
0.221
10.251%
12.513%
10.302%
12.312%
10.251%
12.864%
11.106%

Water Transfer (MGD) to Rocky River Basin Water Sales (MGD) IBT Totals Per Basin
NOTE All Wastewater discharge is to the Rocky River
from RRWWTP, excluding water sales to Landis
Map Code Salisbury 1 Albemarle 1 Charlotte 1-3 (subtracted from Total South Yadkin IBT).
Source Basin South Yadkin Yadkin Yadkin Catawba South Yadkin South Yadkin Yadkin Catawba
DATE
12/8/2020
12/9/2020
12/10/2020
12/11/2020
12/12/2020
12/13/2020
12/14/2020
12/15/2020
12/16/2020
12/17/2020
12/18/2020
12/19/2020
12/20/2020
12/21/2020
12/22/2020
12/23/2020
12/24/2020
12/25/2020
12/26/2020
12/27/2020
12/28/2020
12/29/2020
12/30/2020
2/31/2020
AVG 2019
MAX 2019
Raw Water to Salisbury Finished Albemarle Charlotte Water
Kannapolis Lake water Finished water Finished water
from Second Interconnection Interconnection Interconnections
Creek with Kannapolis with Concord with Concord
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
3.786
3.862
3.837
3.869
3.857
3.984
3.925
3.888
3.947
3.605
3.943
3.832
3.749
3.697
3.837
3.749
3.701
3.961
3.759
3.856
3.953
3.934
3.924
3.196
0.000 0.001 3.465
0.000 0.302 4.490
0.000
0 000
0.000
0 000
0.000
0 000
0.000
0 000
0.000
0 000
0.000
0 000
0.000
0 000
0.000
0 000
0.000
0 000
0.000
0 000 111
0.000
0 000
0.000
0.000
1.119
1.832
Kannapolis Finished
water sales to Landis
0.247
0 206
0.200
0247
0.206
0 248
0.208
0 246
0.206
0 204
0.248
0 210
0.249
0 211
0.275
0 253
0.223
0 196
0.244
0 212
0.203
0 250
0.210
0.199
0.272
0.415
% of Grandfathered IBT
Permitted from Second Creek IBT from Yadkin to
Total South Total Yadkin Total Catawba % of PermMed MDD - South Yadkin % of Permitted MDD South Yadkin River % of PermMed
Yadkin IBT' IBT IBT Catawba MDD Transfer Yadkin Transfer River Basin Transfer Basin MDD Transfer
-0.247 3.786 0.000 0.000 0.000% 3.786 37.860 % -0.247 -4.117 % 0.247 12.412%
-0 206 3.882 0.000 0.000 0.000% 3.882 38 820% -0.206 -3 433% 0.206 10.352%
-0.200 3.837 0.000 0.000 0.000% 3.837 38.370 % -0.200 -3.333 % 0.200 10.050%
-0 247 3.869 0.000 0.000 0.000% 3.869 38 690% -0.247 -4 117% 0.247 12.412%
-0.206 3.857 0.000 0.000 0.000% 3.857 38.570 % -0.206 -3.433 % 0.206 10.352%
-0 246 3.984 0.000 0.000 0.000% 3.984 39 840% -0.248 -4 133% 0.248 12.462%
-0.208 3.925 0.000 0.000 0.000% 3.925 39.250 % -0.208 -3.467 % 0.208 10.452 %
-0 246 3.888 0.000 0.000 0.000% 3.888 38 880% -0.246 -4 100% 0.246 12.362%
-0.206 3.947 0.000 0.000 0.000% 3.947 39.470 % -0.206 -3.433 % 0.206 10.352%
-0 204 3.605 0.000 0.000 0.000% 3.605 36 050% -0.204 -3 400% 0.204 10.251%
-0.248 3.943 0.000 0.000 0.000% 3.943 39.430 % -0.248 -4.133 % 0.248 12.462 %
-0 210 3.832 0.000 0.000 0.000% 3.832 38 320% -0.210 -3 500% 0.210 10.553%
-0.249 3.749 0.000 0.000 0.000% 3.749 37.490 % -0.249 -4.150 % 0.249 12.513 %
-0211 3.697 0.000 0.000 0.000% 3.697 36 970% -0.211 -3 517% 0.211 10.603%
-0.275 3.837 0.000 0.000 0.000% 3.837 38.370 % -0.275 -4.583 % 0.275 13.819 %
-0 253 3.749 0.000 0.000 0.000% 3.749 37 490% -0.253 -4 217% 0.253 12.714%
-0.223 3.701 0.000 0.000 0.000% 3.701 37.010 % -0.223-3.71701 0.223 11.206 %
-0 196 3.961 0.000 0.000 0.000% 3.961 39 610% -0.196 -3 267% 0.196 9.849%
-0.244 3.759 0.000 0.000 0.000% 3.759 37.590% -0.244 -4.06701 0.244 12.261%
-0 212 3.856 0.000 0.000 0.000% 3.856 38 560% -0.212 -3 533% 0.212 10.653%
-0.203 3.953 0.000 0.000 0.000% 3.953 39.530% -0.203 -3.38301 0.203 10.201%
-0 250 3.934 0.000 0.000 0.000% 3.934 39 340% -0.250 -4 167% 0.250 12.563%
-0.210 3.924 0.000 0.000 0.000% 3.924 39.240% -0.210 -3.50001 0.210 10.553%
-0.199 3.196 0.000 0.000 0.000% 3.196 31.960% -0.199 -3.31701 0.199 10.000%
0.208 3.458 0.006 0.006 0.061% 3.458 34.581% -0.272 -4.53201 0.253 12.707%
0.449 4.490 1.832 1.832 18.320% 4.490 44.900% -0.186 -3.10001 0.454 22.814%
Transfers from Second Creek to Kannapolis Lake (South Yadkin Basin to Rocky River Basin) shall not ex earl 6 MGD, posihve numbers represent tics direchon of transfer as dominate
Transfers from Kannapoks (wa purchase from Saksbury) to Landis (Yadkin Basin to South Yadkin Beset) shall not exceed 2 MGD; negative numbers represent this direction of transfer as the dominate