R-2020-0068 - 3/12/2020 RESOLUTION NO. R-2020-0068
WHEREAS, the City of Round Rock ("City") has previously entered into that certain
Agreement for Capacity, Operation, Maintenance, and Capital Improvements to the Lake Creek
Collection System ("Agreement") with the City of Austin on May 22, 2014; and
WHEREAS, City and the City of Austin desire to amend and restate the terms and conditions
of the Agreement and to extend the Southwest Interceptor to include a line from Node LC45001 to
Node 34001F, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City an Amended
and Restated Agreement for Capacity, Operation, Maintenance, and Capital Improvements to the Lake
Creek Collection System with the City of Austin, a copy of same being attached hereto as Exhibit "A"
and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
RESOLVED this 12th day of March, 2020.
CRAOR N,,Mayor
City u
Texas
ATTEST:
r
SARA L. WHITE, City Clerk
0112/20202,00440877
LEXHIBIT
"A„
AMENDED AND RESTATED AGREEMENT
FOR CAPACITY, OPERATION,MAINTENANCE,AND
CAPITAL IMPROVEMENTS TO THE LAKE CREEK COLLECTION SYSTEM
THIS AMENDED AND RESTATED AGREEMENT FOR CAPACITY, OPERATION,
MAINTENANCE,AND CAPITAL IMPROVEMENTS TO THE LAKE CREEK COLLECTION
SYSTEM (this "Agreement") is dated and entered into as of the day of , 2020, by the
City of Austin, Texas("Austin") and the City of Round Rock, Texas("Round Rock") both home-
rule municipalities and political subdivisions of Texas (individually, the "City;" collectively, the
"Cities").
RECITALS
1. Austin and Round Rock each owns and operates extensive water and wastewater utility
systems providing utility service to customers in Williamson and Travis Counties.
2. Austin and Round Rock recognize that substantial benefits are derived from joint
cooperation with each other in the planning, financing, construction and provision of utilities in
the region served by both parties.
3. Austin and Round Rock are interested in continuing to jointly design, construct, and
operate a regional wastewater collection system to transport wastewater to the Brushy Creek
Regional Wastewater Treatment Plants. Austin and Round Rock's shared collection system is a
component of the Brushy Creek Regional Wastewater System ("BCRWWS"). The BCRWWS is
owned by the cities of Austin, Round Rock, Cedar Park, and Leander. The shared collection
system between Austin and Round Rock consists of the South Interceptor, the Southwest
Interceptor, and the Lake Creek Interceptor(collectively the"Lake Creek Collection System"), as
shown on Exhibit A.
4. The BCRWWS is currently operated and maintained by the Brazos River Authority
("BRA").
5. Austin and Round Rock both need additional conveyance capacity in the Lake Creek
Collection System to provide for future development.
6. Austin and Round Rock entered into that certain Agreement for Capacity, Operation,
Maintenance, and Capital Improvements to the Lake Creek Collection System on the 22nd day of
May, 2014.
7. Austin and Round Rock desire to amend and restate the terms and conditions of the original
2014 Agreement and to extend the Southwest Interceptor to include a line from Node LC45001 to
Node 34001F.
NOW, THEREFORE, in consideration of the mutual covenants and agreements herein contained,
the sufficiency of which are hereby conclusively acknowledged, and subject to the terms and
conditions here set forth, the Cities mutually agree as follows:
DRAFT AMENDMENT TO THE LAKE CREEK COLLECTION SYSTEM (COA edits 021320)
ARTICLE 1
DEFINITIONS
Section 1.1 Definitions. In addition to the terms defined above, the terms below will have the
following meanings:
(a) "BCRWWS" means, collectively, the land interests and the improvements of the
Brushy Creek Regional Wastewater System described in the Master Contract.
Without limitation the BCRWWS includes the facilities, mains, lift stations, and
other appurtenances as described in the Master Contract.
(b) "Austin's Dry Weather Flow or DWF"means 1,036,840 million gallons per day.
(c) "Austin's Peak Wet Weather Flow or PWWF"means 4,147,360 million gallons per
day.
(d) "Effective Date"means the 22nd day of May, 2014.
(e) "EPA" means the United States Environmental Protection Agency.
M "Hard Construction Costs"mean the costs for excavation,purchase and installation
of pipe and appurtenances, equipment and appurtenances for the provision of
electricity and water, and construction site restoration.
(g) "LUE" means Living Unit Equivalent, a capacity of 245 gallons per day (average
daily flow) and a calculated instantaneous peak wet weather flow (average daily
flow multiplied by four) of 980 gallons for a single-family residence. Average
daily flow is the amount of Wastewater flow averaged over a 24-hour period.
(h) "Master Contract" means collectively the Amended and Restated Master Contract
for the Financing, Construction, Ownership, and Operation of the Brushy Creek
Regional Wastewater System (the "Contract") dated June 4, 2010 by and among
the cities of Austin, Cedar Park, Leander, and Round Rock, and the First
Amendment to the Amended and Restated Master Contract for the Financing,
Construction,Ownership,and Operation of the Brushy Creek Regional Wastewater
System dated August 1, 2011;
(i) "Metering Facility" means the Wastewater flow meter, meter vault, and all
metering and telemetering equipment, and telecommunication and electrical
appurtenances required to measure the amount of wastewater delivered to the
System by Austin. A Metering Facility that will record multiple readings averaged
over 15-minute intervals (the frequency to be determined by Austin and Round
Rock).
(j) "Node"means a specific manhole in the interceptors that make up the System.
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(k) "Pipe Segment" means that portion of the System measured from one Node to
another Node as shown in Exhibit B.
(1) "Point of Entry" means a point at which Wastewater from each City enters the
System.
(m) "Reserved Capacity" means the total quantity of Wastewater that a City is entitled
to deliver into the System.
(n) "Service Area"means the area within the City's corporate limits or extraterritorial
jurisdiction served by its wastewater utility as it may exist from time to time.
(o) "Significant Industrial Users" has the meaning for that term as defined by 40 Code
of Federal Regulations 403.3(v).
(p) "Soft Costs" mean the costs for preliminary engineering reports, surveying,
geotechnical studies, acquisition of easements(or rights of way or fee simple title),
permitting, design, project management of the construction and installation of
infrastructure, governmental fees (including inspection fees), and any other
consultant fees related to construction.
(q) "System" means the Lake Creek Collection System consisting of the Lake Creek
Interceptor 1, Lake Creek Interceptor 2, the South Interceptor and the Southwest
Interceptor as shown on Exhibit A.
(r) "State"means the State of Texas.
(s) "TCEQ" means the Texas Commission on Environmental Quality or its successor
agency.
(t) "Wastewater" means liquid and water-carried waste discharged from sanitary
conveniences of dwellings, business buildings, institutions and the like including
garbage which has been shredded to such degree that all particles will be carried
freely under flow conditions normally prevailing in public sewers, with no particle
greater than one-half (1/2) inch in any dimension and the liquid wastes from
industrial processes, and includes any infiltration water that has migrated from the
ground into the System,or inflow water from above the ground entering the System.
ARTICLE II
PURPOSE AND DESCRIPTION OF THE LAKE CREEK COLLECTION SYSTEM
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Section 2.1 Purpose of this Agreement 4The purpose of this Agreement is to set forth
the terms and conditions under which the Cities will finance, acquire, construct, own, maintain,
and operate the System. The System will be used for receiving and transporting of Wastewater
from the Cities generated within each City's respective Service Area. The Cities will design,
acquire, construct, expand, extend, enlarge, improve, and repair the System from time to time. If
there are any conflicts between this Agreement and the Master Contract or other agreements related
to the System executed prior to this Agreement's Effective Date,this Agreement will prevail.
ARTICLE III
RESERVED CAPACITIES
Section 3.1 Reserved Capacities. Each City's respective capacity in the System is as
shown in Exhibit B. Each City will have the exclusive right to its Reserved Capacity in each Pipe
Segment.
Section 3.2 Transfer of Reserved Capacity. Each City may transfer any portion of its
Reserved Capacity to the other City, in exchange for mutually agreed upon consideration.
Section 3.3 Exceeding Reserved Capacity. If either City exceeds its Reserved
Capacity, such City will be solely responsible for any expenses necessary to adhere to its Reserved
Capacity and to proceed with due diligence using its reasonable efforts to remedy the situation.
Regardless of the foregoing, Round Rock agrees to solely be responsible for all Wastewater
overflows and the reporting, fines, fees, findings,judgments, engineering and compliance reports,
costs, and all other expenses related to the System as long as Austin does not exceed its Reserved
Capacity in the System,unless said costs are attributable to actual defects(i.e.deteriorated, broken,
or cracked mains or manholes) in the System or Austin's negligence. If said costs are attributable
to actual defects in the System, then those costs will be shared in accordance with Reserved
Capacities identified in Exhibit D.
Section 3.4 Verification of Flows into the Southwest Interceptor. Austin, at its sole
cost, will be responsible for verifying, through Wastewater flow monitoring, that its actual
Wastewater flows do not exceed its Reserved Capacity in the Southwest Interceptor. Austin's
Wastewater flows into the Southwest Interceptor will be measured by the difference in flows
measured from a meter on the Round Rock Wastewater main located along FM 1325 at a location
upstream of any City of Austin customer connections (at or near Node LC34001E) and a meter
installed within Austin's service area near the Service Area boundary on the north side of State
Highway 45 at Node LC453876. With the exception of Round Rock's existing Wastewater main
connecting at Node LC34001F (12 inch wastewater main connection along FM 1325), the
Wastewater flows between Node LC45001 and LC453876 are currently generated by Austin
customers. The actual PWWF will be measured through a Metering Facility at Node LC453876.
Section 3.5 Extension of the Southwest Interceptor In the original 2014 Agreement,
the Southwest Interceptor terminated at Node LC45001. The line upstream of Node LC45001 was
a Round Rock only line that was not considered a part of the Lake Creek Collection System. In
accordance with the terms of this Section 3.5, the Parties agree to include the section of line
beginning at Node LC45001 to Node LC34001 F as an extension of the shared Southwest
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Interceptor, part of the Lake Creek Collection System, and modify the capacity allocation
accordingly. This extension and associated capacity allocation modification is reflected in the
revised Exhibits A, B, and D. In consideration of Round Rock's designation of the line segment
between Node LC45001 to Node LC34001 F as an extension to the Southwest Interceptor and the
modification to the capacity allocation netting Austin more capacity in the Southwest Interceptor,
Austin has paid or has caused to be paid,to Round Rock the amount of$80,635.00,the receipt and
sufficiency of which is hereby acknowledged.
ARTICLE IV
GENERAL
Section 4.1 Wholesale Contracts. In the event that Wastewater service is sold by a
City to another entity located within the City's Service Area that will contribute Wastewater to the
System,the City selling the Wastewater service is solely responsible for said entities' quantity and
quality of Wastewater entering the System and for all rights and obligations stated herein.
Section 4.2 Title to Wastewater. Title to and interest in each City's Wastewater will
remain with each City, respectively, at all times. Neither City will acquire any right or title to the
other City's respective Wastewater interests by virtue of this Agreement and nor will otherwise
assert any ownership interest in the other City's Wastewater rights.
Section 4.3 Point(s) of Entry. Each City will have the sole responsibility, at its own
cost, for providing additional pipelines and other facilities required for transporting its own
Wastewater to one or more Points of Entry in the System. If Round Rock connects to any Pipe
Segment of the Southwest Interceptor between Node LC45001 and Node LC453876, then Round
Rock agrees, at its sole cost,to design and construct a Metering Facility at this new Point of Entry,
or other mutually agreed upon method to reasonable and accurately measure Round Rock's flows.
Round Rock and Austin must agree to such new Point of Entry and Metering Facility prior to
Round Rock's installation or introduction of new applicable Wastewater flows into this portion of
the Southwest Interceptor.
Section 4.4 Inflow and Infiltration. Each City will use reasonable efforts to minimize
inflow and infiltration into the System. The cost of repair or replacement of portions of Austin's
or Round Rock's Wastewater infrastructure prior to entry into the System, attributable to inflow
and infiltration,will be borne by the applicable City. The cost of repair or replacement of portions
of the System because of inflow and infiltration attributable to defects in the System will be shared
proportionally for each Pipe Segment based upon the City's Reserved Capacity of such as shown
in Exhibit B.
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Section 4.5 Discharge Quality. The Cities will have the right to discharge Wastewater
into the System meeting the requirements of quality as set forth in the pretreatment program
approved by EPA and TCEQ for the System and of which the System is capable of handling. Each
City agrees to implement and enforce the BCRWWS pretreatment program for its Service Area.
Each City also covenants that it will have in effect and will enforce a sewer use ordinance in
accordance with EPA and TCEQ's regulations or regulations of other governmental agencies
having jurisdiction to set standards for waste discharges. Furthermore, each City will, at any
reasonable time upon request by the other City, produce pretreatment program records for its
Service Area for review. Each City also agrees that no new Significant Industrial User will be
allowed to connect to the City's sewer system within its Service Area without prior notification of
the intent to connect being given by the City as required in the Master Contract. All Significant
Industrial Users that are customers of a City and located within its Service Area and outside the
City's corporate limits will also be required to obtain a sewer use permit.
ARTICLE V
OPERATION AND MAINTENANCE
Section 5.1 Expenses. Operational and maintenance expenses, not related to
Wastewater overflows or the control of inflow and infiltration of the System, will be shared
proportionally for each Pipe Segment based upon the City's Reserved Capacity in accordance with
Exhibit B. Replacement expenses of Pipe Segment(s) or Nodes (i.e. through slip lining, pipe
bursting, coating, or a new wastewater main or manhole, etc.) due only to the age of the pipe and
associated aging conditions of the System(i.e. a replacement not caused by the need for additional
capacity) will be shared proportionally for each Pipe Segment based upon the City's Reserved
Capacity in accordance with Exhibit D.
ARTICLE VI
IMPROVEMENTS TO THE SYSTEM
Section 6.1 General. Improvements, other than those stated herein, will be in
accordance with the Master Contract using the proportionate Reserved Capacity stated in this
Agreement as a means to identify each City's cost. The improvements stated herein derive from
Austin and Round Rock projecting their respective population for the year 2050 in order to
estimate the amount of additional capacity each City needs in the System.
Section 6.2 System Improvements' Design and Construction. The Cities will jointly
fund, in accordance with their Reserved Capacity, and make decisions concerning the design and
construction of improvements to the System as described herein and through any engineering
reports related to such improvements. Engineering reports may be amended and updated from
time to time, to reflect final design and construction changes in the System and to reflect further
actions and understandings of the Cities. The Cities agree that they will cooperate to facilitate
timely municipal plan review and permitting, and other matters for construction related to the
System located in the City's regulatory jurisdiction. Design specifications will be in accordance
with the Master Contract. Both Cities, at their respective cost, must approve the design plans of
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improvements to the System. The Cities will use the bidding process as required in the Master
Contract.
Section 6.3 Inspection. For improvements to the System that are solely the
responsibility of one of the Cities,that City may inspect its improvements so long as the inspection
is in accordance with the Master Contract. For other improvements to the System, the Cities will
conduct inspections and determine whether the completion of the improvements is in accordance
with the approved design plans.
Section 6.4 As-Built Plans. Each City and the contracted operator of the BCRWWS
will be provided a copy of as-built plans within 30 days of final acceptance of the improvement.
Section 6.5 Improvements to the Southwest Interceptor Austin, at its cost, in order
to access its Reserved Capacity in the Southwest Interceptor will design, bid,and construct upsized
Pipe Segments between Nodes LC45013 and LC45001. When Austin's actual flows exceed 80%
of its 30-day average DWF Reserved Capacity or 100% instantaneously PWWF Reserved
Capacity, as measured through a Metering Facility, then Austin will reevaluate its Reserved
Capacity at that time.If upon such reevaluation Austin determines that it needs additional capacity
in the Southwest Interceptor between these Nodes, then Austin will initiate the design and
construction of necessary improvements.Austin agrees to provide written notice of such to Round
Rock. Austin agrees to complete any necessary improvements within 24 months after the Austin
exceeds 80% of its 30-day average DWF Reserved Capacity or 100% instantaneous PWWF
Reserved Capacity, as measured through a Metering Facility.
After Austin has provided such written notice to Round Rock, Round Rock will evaluate whether
to begin the design and construction of improvements between Node LC 15112 and Node
LC 1522A . If upon such reevaluation Round Rock determines that additional capacity is needed,
then Round Rock will initiate the design and construction of the necessary improvements. Round
Rock agrees to provide written notice of such to Austin. Those improvements must provide
adequate capacity so that Austin may use its Reserved Capacity, and so that PWWFs within the
Southwest Interceptor will not exceed two feet from the top of any manhole.
Austin, at its sole discretion, may phase the required improvements between Nodes so long as
Austin does not exceed its Reserved Capacity in those Nodes not improved. Such phasing will not
modify or extend the required due date of Round Rock's improvements to the Southwest
Interceptor as described above.
If upon reevaluation Austin determines that it does not need additional capacity in the Southwest
Interceptor between Nodes LC45013 and LC45001, and Round Rock determines that it needs to
make improvements to these Nodes for its Reserved Capacity needs, Austin will not be required
to cost participate in those improvements.
Section 6.6 Improvements to the Lake Creek Interceptor. Austin and Round Rock
will jointly hire one or more third parties to bid, design, and construct improvements to the Lake
Creek Interceptor portion of the System to allow Austin and Round Rock to utilize their respective
Reserved Capacity.Austin and Round Rock will take such actions in a timely manner immediately
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after the Effective Date of this Agreement. The estimated completion date of the Lake Creek
Interceptor improvements is April 2016.
The Cities will share the costs of the improvements in the following manner:
(a) Costs will include all Hard Construction Costs and Soft Costs;
(b) Soft Costs will be calculated for each Pipe Segment at an average cost per foot by
dividing the total Soft Costs by the total number of feet of all improved Pipe
Segments;
(c) Hard Construction Costs will be calculated for each Pipe Segment at an average
cost per foot by dividing the total Hard Construction Costs by the total number of
feet for each size of improved Pipe Segment. For example, a Pipe Segment
increased from 15 inches to 18 inches will have a separate calculated average cost
per foot than a Pipe Segment increased from 18 inches to 24 inches;
(d) For the Pipe Segments in the Lake Creek 2, each City's share of the Soft Costs and
Hard Construction Costs will be calculated by each Pipe Segment as shown on Exhibit C.
As shown on Exhibit C, Austin's share of the cost is 31.2% and Round Rock's share of
the cost is 68.8%.
Section 6.7 How, When and Where Payments are to be Made If either City incurs
costs related to shared improvements to the System, the other City agrees to pay its share of the
cost within 30 days of receipt of invoice from the other City.
ARTICLE VII
GENERAL PROVISIONS
Section 7.1 Participation by the Cities.. Each City represents to the other that it is
empowered by law to participate in the acquisition, construction, and financing of the System
improvements, and to execute this Agreement and other agreements and documents as are or may
hereafter be required to accomplish the same; that its execution of this Agreement has been duly
authorized by action of its governing body at a meeting conducted in accordance with the Texas
Open Meetings Act, as amended, Chapter 551, Texas Government Code. Each City agrees to
execute the contracts and other agreements as the other City may reasonably request, and to take
and perform such other and further actions and execute such other agreements and documents as
may be reasonably required to carry out the provisions of this Agreement.
Section 7.2 Force Maieure If by reason of"Force Majeure", either City is rendered
unable wholly or in part to carry out its obligations under this Agreement, and if that City gives
notice and full particulars of such "Force Majeure" in writing to the other City within a reasonable
time after occurrence of the event or cause relied on, the obligation of the City giving such notice
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will be suspended during the continuance of the inability then claimed, but for no longer period,
and such City will endeavor to remove or overcome such inability with all reasonable dispatch.
The term "Force Majeure" as employed herein will mean acts of God, strikes, lockouts or other
industrial disturbances, acts of public enemy, orders of any kind of the United States or the State
or any civil or military authority, insurrections,riots,epidemics,landslides,lightning,earthquakes,
fires, hurricanes, storms, floods, washouts, droughts, arrests, restraint of government and people,
civil disturbances, explosions, breakage or accidents to machinery, pipelines or canals, partial or
entire failure of Wastewater systems or water supply and inability on the part of such City to
provide water necessary for operation of its water and Wastewater system hereunder, and
impossibility by operation of law. It is understood and agreed that the settlement of strikes and
lockouts will be entirely within the discretion of the City having the difficulty and that the above
requirement that any Force Majeure will be remedied with all reasonable dispatch will not require
the settlement of strikes and lockouts by acceding to the demands of the opposing City when such
settlement is unfavorable in the judgment of the City having the difficulty.
Section 7.3 Term of Contract. This Agreement will be effective upon the day and year
recited above, and will continue until the Master Contract is terminated.
Section 7.4 Amendment and Modification. This Agreement will not be amended
except in writing by the authorized representatives of the Cities hereto. Any future modifications
to this Agreement, including the exhibits, will show any change of Nodes or the name of a Node,
or any other change to the System. No change, amendment, or modification of this Agreement,
including the exhibits,will be made or be effective which will affect adversely the prompt payment
when due of all money required to be paid by each City under the terms of this Agreement and no
such change, amendment, or modification will be made or be effective which would cause a
violation of any provisions of any bond resolution of the other City.
Section 7.5 Addresses and Notice. Unless otherwise provided herein, any notice,
communication,request, reply, or advice(collectively, "Notice")hereunder provided or permitted
to be given, made, or accepted by any party to the other City must be in writing and may be given
or be served by depositing the same in the United States mail postpaid and registered or certified
and addressed to the City to be notified,with return receipt requested, or by delivering the same to
an officer of such City, or by prepaid telegram when appropriate, addressed to the City to be
notified. Notice deposited in the mail in the manner herein described will be conclusively deemed
to be effective, unless otherwise stated herein, from and after the expiration of three days after it
is so deposited.Notice given in any other manner will be effective only when received by the City
to be notified. For the purposes of notice, the addresses of the Cities will, until changed as herein
provided, be as follows:
If to Austin:
Director, Austin Water
P.O. Box 1088
Austin, Texas 78767
If to Round Rock:
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City Manager
221 E. Main St.
Round Rock, Texas 78664
The Cities hereto will have the right from time to time and at any time to change their respective
addresses and each will have the right to specify as its address any other address by at least 15
days' written notice to the other City.
Section 7.6 Severability. The Cities specifically agree that in case any part of this
Agreement or the application of such part to any situation or circumstance should be held to be
invalid or unconstitutional, under the laws or constitutions of the State or the United States of
America,or in contravention of any such laws or constitutions,such invalidity,unconstitutionality,
or contravention will not affect any other part of this Agreement or the application of such part to
any other situation or circumstance, and it is intended that this Agreement will be severable and
will be construed and applied as if any such invalid or unconstitutional part had not been included
herein, and the rights and obligations of the Cities hereto will be construed and remain in force
accordingly.
Section 7.7 Remedies Upon Default It is not intended hereby to specify an exclusive
remedy for any default, but all such other remedies (other than termination) existing at law or in
equity may be availed of by either City hereto and will be cumulative. Recognizing that failure in
the performance of the Cities' obligations hereunder could not be adequately compensated in
money damages alone, each City agrees in the event of any default on its part that the other City
will have available to them the remedies of mandamus and specific performance in addition to any
other legal or equitable remedies (other than termination) which may also be available to them.
Notwithstanding anything to the contrary contained in this Agreement, any right or remedy or any
default hereunder will be deemed to be conclusively waived unless asserted by a proper proceeding
at law or in equity within two years plus one day after the occurrence of such default. No waiver
of any breach or default by either City hereto or of the performance by either City of any duty or
obligation hereunder will be deemed a waiver thereof in the future, nor will any such waiver be
deemed or construed to be a waiver of subsequent breaches or defaults of any kind under any
circumstances.
Section 7.8 Venue. All amounts due under this Agreement, including, but not limited
to, payments due under this Agreement or damages for the breach of this Agreement, will be paid
and be due in Williamson County,Texas.It is specifically agreed among the Cities that Williamson
County, Texas, is the place of performance of this Agreement; and in the event that any legal
proceeding is brought to enforce this Agreement or any provision hereof, the same will be brought
in Williamson County, Texas.
Section 7.9 Statutory Authority. In entering into this Agreement and performing all
duties and obligations hereunder, the Cities exercise their authority under and in accordance with
the State Constitution and laws including, but not limited to, Chapter 1371 and 1502,as amended,
Texas Government Code; each City's respective Home Rule Charter; and all other laws which
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may authorize this Contract, all of which provisions and laws, cited or not cited herein, will
cumulatively provide the authority for this Agreement.
Section 7.10 Agreement for Benefit of the Cities. This Agreement is made for the
exclusive benefit of the Cities only, and not for any third party or parties, and such third parties
may not assert any rights or remedies under or by reason of this Agreement.
Section 7.11 Succession and Assignment. This Agreement is binding on and inures to
the benefit of the Cities hereto and their respective successors, representatives, and assigns. This
Agreement may not be assigned by either City hereto without (i) complying with any provisions
relating to the right of a City to assign this Agreement and(ii)prior written notice to and approval
by the other City, which consent may not be unreasonably withheld or delayed.
Section 7.12 Incorporation of Preamble Recitals The recitals contained in the
preamble hereof are hereby found to be true, and such recitals are hereby made a part of this
Agreement for all purposes and are adopted as a part of the judgment and findings of the Cities.
Section 7.13 Entire Agreement. This Agreement constitutes the entire agreement
among the Cities with respect to the matters described herein.
Section 7.14 Applicable Law. This Agreement will be governed by and construed in
accordance with the laws of the State, and the obligations, rights, and remedies of the Cities
hereunder will be determined in accordance with such laws without reference to the laws of any
other state or jurisdiction, except for applicable federal laws, rules, and regulations.
Section 7.15 Multiple Counterparts This Agreement may be executed in multiple
counterparts, each of which will be an original and all of which together will constitute but one
and the same instrument.
IN WITNESS WHEREOF, the Cities hereto acting under authority of their respective governing
bodies has caused this Agreement to be duly executed as of the day and year first above written.
** SIGNATURE PAGES TO FOLLOW **
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CITY OF AUSTIN, TEXAS
By:
Spencer Cronk, City Manager
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CITY OF ROUND ROCK,TEXAS
By:
Attest: Craig Morgan, Mayor
By:
Sara White, City Clerk
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EXHIBIT A
MAP OF OVERALL SYSTEM
14
REGIONAL }
WASTEWATER LINE
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LAKE CREEK
INTERCEPTOR °� x
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T SOUTH
SOUTHWEST INTERCEPTOR
INTERCEPTOR
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EXHIBIT A
W E INTERLOCAL AGREEMENT BETWEEN THE CITIES OF
ROUND ROCK&AUSTIN FOR COST SHARING RELATED TO
THE SOUTH,SOUTHWEST,&LAKE CREEK
S REGIONAL INTERCEPTORS
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EXHIBIT B
DETAILED MAP OF PIPE SEGMENTS FROM NODE TO NODE
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Manhole Lake Creek Interceptor 1(Existing) Basins
..........' 'Street Lake Creek Interceptor 2(Improvement) Brushy Creek
Exhibit B
Freeway/Toll Road South Interceptor(Existing) Lake Creek Map of Lake Creek
Major Road Southwest Interceptor(Existing) Collection System by Node
Parcel Boundary ----Round Rock Main(Existing) Sheet 1 of 16
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11111m; Feet Prepared By:Atkins/18827 Scale:1"=200'
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Major Road Collection System by Node
J Southwest Interceptor(Existing) QD
f Parcel Boundary -' - Round Rock Main(Existing) Sheet 2 of 16
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Major Road Collection System by Node
1 _ Southwest Interceptor(Existing)
( .Parcel Boundary Sheet 3 of 16
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Major Road Southwest Interceptor(Existing) Collection System by Node
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Major Road Southwest Interceptor(Existing) Collection System by Node
Parcel Boundary Sheet 5 of 16
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File:N:ICkentslQ—RlRoundRock_City11000330171geolExhibit_B_sheels.mxd Job No.:100033017 Dale:April 28,2014
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- Freeway/Toll Road South Interceptor(Existing) Lake Creek Map of Lake Creek
Southwest Interceptor nterceptor(Existing)
Major Road ---- Collection System by Node
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Parcel Boundary Sheet 6 of 16
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Major Road Collection System by Node
J ----Southwest Interceptor(Existing)
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Major Road Collection System by Node
J --• Southwest Interceptor(Existing)
Parcel Boundary 0 Sheet 8 of 16
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11 W:;ETJ Feet Prepared By:Atkins/18027 Scale:1 200'
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Ma-or Road Collection System by Node
J -�Southwest Interceptor(Existing)
Parcel Boundary Sheet 9 of 16
0 200 400
1 ETJ Feel Prepared By:Atkinsl18827 SCale:1"=200'
File:N:ICGentsl(ZRIRoundRock_City11000330171geo1Exhibit B_sheets.mxd
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Exhibit B
Freeway/Toll Road -South Interceptor(Existing) Lake Creek Map of Lake Creek
Major Road --- Southwest Interceptor(Existing)
Collection System by Node
Parcel Boundary Sheet 10 of 16
0 200 400
ETJ Feet Prepared By:Atkinsl18827 Scale:1"=200'
File:N:IckentslQ_R1RoundRock_City11000330171geo1Exhibit_B_sheets,mxd
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Street Lake Creek Interceptor 2(Improvement) Brushy Creek Map of Lake Creek
Freeway/Toll Road South Interceptor(Existing) Lake Creek Collection System by Node
Major Road -< Southwest Interceptor(Existing) Sheet 11 of 16
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® Manhole Lake Creek Interceptor 1(Existing) Basins Exhibit B
-- Street Lake Creek Interceptor 2(Improvement) Brushy Creek Map of Lake Creek
b
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Major Road Sheet 12 of 16
J Southwest Interceptor(Existing)
0 200 400
E 1.ETJ Feet Prepared By:Atkinst18827 Scale:1"=200'
File:N:1CkentslCLRlRoundRock_City11000330171geolExhibit_B_sheets.mxd
Job No.:100033017 Date:April 28,2014
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Exhibit B
Freeway/Toll Road South Interceptor(Existing) Lake Creek Map of Lake Creek
Major Road Southwest Interceptor(Existing)
Collection System by Node
Parcel Boundary Sheet 13 of 16
Jolla 0 zoo 400
ETJ Feel prepared By:Atkins/18827 Scale:1"=200'
No.:100033017 Date:April 28,2014
Job
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® Manhole Lake Creek Interceptor 1(Existing) Basins
........-......Street Lake Creek Interceptor 2(improvement) Brush Creek
Exhibit B
Freeway/Toll Road South Interceptor(Existing) Lake Creek Map of Lake Creek
b
Major Road � -"""" Southwest Interceptor(Existing) Collection System y Node
Parcel Boundary
Sheet 14 of 16
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1 1 L ETJ Feet
Prepared By:Atkins/18827 Scale:1"=200'
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Exhibit B
Freeway/Toll Road South Interceptor(Existing) Lake Creek Map of Lake Creek
b
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Collection System y Node
Parcel Boundary
Sheet 15 of 16
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Job No.:100033017 Date:April 28,2014
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Freeway/Toll Road South Interceptor(Existing) Lake Creek Map of Lake Creek
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Parcel Boundary
Sheet 16 of 16
ETJ 0 200 400 Prepared By:Atkins/18827 Scale:1'=200'
1 1 L Feel
Job No.:1 0003 301 7 Date:April 28,2014
File:N:}Cientsl(LRIRoundRock_City}100033017}geolExhibit_B_sheets.mxd
EXHIBIT C
COST PARTICIPATION METHODOLOGY AND ESTIMATED COSTS
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Existing Pipe Network -----Major Road Lake Creek Interceptor Improvements
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Lake_Creek_Interceptor 2 �Parcel Boundary Sheet 1 of 2
0 200 400
Feet Prepared By:Atkins/18827 Scale,1"=200'
Job No.:100033017 Date:March 31,2014
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C Existing Manhole Freeway/Toll Road Brushy Creek Map of Lake Creek 2
Existing Pipe Network Major Road Lake Creek Interceptor Improvements
Lake_Creek_Interceptor 2J Parcel Boundary Sheet 2 of 2
0 200 400
Feet Prepared By:Atldnsl18827 Scale:1"=200'
Job No.:100033017 Date:March 31,2014
File:N:1CIienIslQ R1RoundRock City1100033017\geolExhibit_C.mxd
Exhibit C
Cost Participation Methodology and Estimated Costs
COA 0
%o roject CoRR%of Project
Upgrade COA Additional Additional COA%of Cost Based on Cost Based on
Diameter Diameter Unit Cost Length LUES Required LUEs Additiona CoRR%of Total Project Additional LUES Additional LUES
Start Node Stop Node (in) (in) ($/LF) (ft) for 2050 Required I LUES Additional LUES Cost required Required
6525:SWPHB-03 6524:SWPHB-02 30 36 595 402.7 2215 0 20% 80% $ 239,606.50 $ 47,921.30 $ 191,685.20
6526:SWPHB-04 6525:SWPHB-03 30 36 595
6527:SWPHB-05 6526: 438.3 2215 4715 32% 68% $ 260,788.50 $ 83,357.11 $ 177,431.39
SWPHB-04 30 36 595 467.8 2215 3633 38% 62% $ 278,341.00 $ 105,422.67 $ 172,918.33
6528:SWPHB-06 6527:SWPHB-05 30 36 595 314.4 2215 2194 50% 50% $ 187,068.00 $ 93,972.55 $ 93,095.45
6529:SWPHB 07 6528:SW FHB
30 36 595 304.6 2215 7000 24% 76% $ 181,237.00
5698:LC0914A 6529:SWPHB-07 $ 43,561.21 $ 137,675.79
30 36 595 299 2215 1715 56% 44% $ 177,905.00 $ 100,276.62 $ 77,628.38
5699:LC0915 5698:LC0914A 24 36 673 87.2 2215 8756 20% 80% $ 58,685.60 $ 11,848.74 $ 46,836.86
5691:LC09100 5699:LC0915 24 36 673 548.7 2215 9847 18% 82% $ 369,275.10 $ 67,808.70 $ 301,466.40
5692:LC09101 5691:LC09100 24 36 673 181.5 2215 9725 19% 81% $ 122,149.50 $ 22,659.92 $ 99,489.58
5693:LC09102 5692:LC09101 24 36 673 199.9 2215 9194 19% 81% $ 134,532.70 $ 26,117.81 $ 108,414.89
5746:LC0991 5693:LC09102 24 36 594 390.4 2215 8358 21% 79% $ 231,897.60 $ 48,582.95 $ 183,314.65
5747:LC0991A 5746:LC0991 24 36 594 153.7 2215 6531 25% 75% $ 91,297.80 $ 23,121.58 $ 68,176.22
5748:LC0992 5747:LC0991A 24 36 594 138.4 2215 6653 25% 75% $ 82,209.60 $ 20,532.49 $ 61,677.11
5718:LC0959 5748:LC0992 24 36 594 301.6 2215 671525% 75% $ 179,150.40 $ 44,437.43 $ 134,712.97
5719:LC0960 5718:LC0959 24 36 594 180.7 2215 1796 55% 45% $ 107,335.80 $ 59,268.88 $ 48,066.92
5720:LC0961 5719:LC0960 24 30 555 265.2 2215 868 72% 28% $ 147,186.00 $ 105,754.52 $ 41,431.48
5721:LC0962 5720:LC0961 24 30 555 313.5 2215 7602 23% 77% $ 173,992.50 $ 39,255.40 $ 134,737.10
5722:LC0963 5721:LC0962 24 30 555 273.1 2215 7766 22% 78% $ 151,570.50 $ 33,637.26 $ 117,933.24
5723:LC0963A 5722:LC0963 24 30 555 133.6 2215 3021 42% 58% $ 74,148.00 $ 31,367.81 $ 42,780.19
5724:LC0964 5723:LC0963A 24 30 555 133.6 2215 4511 33% 67% $ 74,148.00 $ 24,419.46 $ 49,728.54
6530:SWPHC-01 5724:LC0964 24 30 555 419 2215 4511 33% 67% $ 232,545.00 $ 76,584.97 $ 155,960.03
Construction Cost $3,555,070.10 $ 1,109,909.37 $ 2,445,160.73
10%Engineering $ 355,507.01 $ 110,990.94 $ 244,516.07
Percent by flow,not by additional LUES required
Total Cost $3,910,577.11 $ 1,220,900.30 $ 2,689,676.81
Cost Participation% 31.2% 68.8%
EXHIBIT D
OWNERSHIP OF CAPACITY BY PIPE SEGMENT
17
Exhibit D
Ownership of Capacity by Each City by Pipe Segment
COA Peak Wet CoRR Peak Wet COA Estimated CoRR Estimated
Diameter Flow(Maximum) Length Weather Flow Weather Flow Cost Participation Cost Participation
Start Node Stop Node (in) (MGD) (ft) Segment (MGD) (MGD) COA LUES CoRR LUES %Flow) (CoRR%Flow)
RWO136A RWO135 54 27.99 213 Lake Creek Interceptor 1 6.32 21.67 6447 22114 (COA 3%0 °
RWO136 RW0136A 54 27.99 240 Lake Creek Interceptor 1 6.32 21.67 6447 22114 23% 77%
RWO137 RWO136 54 27.99 214 Lake Creek Interceptor 1 6.32 21.67 6447 22114 23% 77/°
RW0138 RW0137 36 27.99 177%
53 Lake Creek Interceptor 1 6.32 21.67 6447 22114 23%
RWO140 RW0138 36 27.99 303 Lake Creek Interceptor 1 6.32 21.67 6447 22114 23% 77/°
RW0146 RW0140 36 27.89 347 Lake Creek Interceptor 1 6.32 21.57 6447 22012 23% 770°
RW0147 RW0146 36 27.89 244 Lake Creek Interceptor 1 6.32 21.57 6447 22012 23% 770°
RW0148 RW0147 36 27.89 160 Lake Creek Interceptor 1 6.32 21.57 6447 22012 23% 77�°
RWO149 RWO148 36 27.89 189 Lake Creek Interceptor 1 6.32 21.57 6447 22012 23% 77%
RWO150 RWO149 36 27.89 163 Lake Creek Interceptor 1 6.32 21.57 6447 22012 23% 770°
RWO150A RWO150 36 27.89 129 Lake Creek Interceptor 1 6.32 21.57 6447 22012 23% 77%
RWO151 RWO150A 36 27.89 145 Lake Creek Interceptor 1 6.32 21.57 6447 22012 23% 77�°
RWO152 RWO151 36 27.82 87 Lake Creek Interceptor 1 6.32 21.50
77/°
6447 21941 RWO154 RW0152 36 27.82 59 Lake Creek Interceptor 1 6.32 21.50 6447 21941 23%% 77°%
RWO155 RWO154 36 27.82 58 Lake Creek Interceptor 1 6.32 21.50 6447 21941 Z3% 77°
RWO156 RWO155 36 27.82 255 Lake Creek Interceptor 1 6.32 21.50 6447 21941 23% 77/°
RWO157 RWO156 36 27.82 1 Lake Creek Interceptor 1 6.32 21.50 6447 21941 23% 7777%21
RWO158 RWO157 36 27.82 310 Lake Creek Interceptor 1 6.32 21.50 6447 21941 23% 77/°
RWO159 RWO158 36 27.54 127 Lake Creek Interceptor 1 6.32 21.22 6447 21655 23% 77°
RWO166 RWO159 36 27.55 126 Lake Creek Interceptor 1 6.32 21.23 6447 21665 23% 77/°
RWO162 RWO160 36 27.55 168 Lake Creek Interceptor 1 6.32 21.23 6447 21665 23% 77/°
77%RWO11402 RWO162 36 27.55 82 Lake Creek Interceptor 1 6.32 21.23 6447 21665 23%
RWO163 RWO11402 36 27.55 166 Lake Creek Interceptor 1 6.32 77%
p 21.23 6447 21665 23% 77/°
RWO164 RWO163 36 27.54 127 Lake Creek Interceptor 1 6.32 21.22 6447 21655 23% °
RW0165 RW0164 36 27.54 95 Lake Creek Interceptor 1 6.32 21.22 6447 21655 23°0 77/°
RWO166 RW0165 36 27.55 349 Lake Creek Interceptor 1 6.32 21.23 6447 21665 23% 77%
RWO167 RWO166 36 27.55 7 Lake Creek Interceptor 1 6.32 21.23 6447 21665 23% 7777%34
RWO168 RWO167 36 27.55 439 Lake Creek Interceptor 1 6.32 21.23 6447 21665 23% 77°
RW169 RW0168 36 27.55 337 Lake Creek Interceptor 1 6.32 21.23 6447 21665 23% 77/°
LC093738 RW169 36 27.55 184 Lake Creek Interceptor 1 6.32 21.23 6447 21665 23% 77%
LC091738 LC093738 36 27.55 18 Lake Creek Interceptor 1 6.32 21.23 6447 21665 23% 770°
LC091 LC091738 36 20.25 403 Lake Creek Interceptor 2 4.15 16.10 4232 16431 20% 80%
LC092A LC091 36 20.25 438 Lake Creek Interceptor 2 4.15 16.10 4232 16431 20% 80°°
LC093 LC092A 36 20.25 468 Lake Creek Interceptor 2 4.15 16.10 4232 16431 20% 80%
LC094 LC093 36 20.25 314 Lake Creek Interceptor 2 4.15 16.10 4232 16431 20% 80%
LC095 LC094 36 19.08 305 Lake Creek Interceptor 2 4.15 14.93 4232 15238 22% 78%
LC0914A LC095 36 19.08 299 Lake Creek Interceptor 2 4.15 14.93 4232 15238
LC093737 LC04A 36 22% 78%
9119.08 67 Lake Creek Interceptor 2 4.15 14.93 4232 15238 22% °
LC0917 LC093737 36 17.88 450 Lake Creek Interceptor 2 4.15 13.73 4232 14013 23% 77%
LC0918 LC0917 36 17.88 181 Lake Creek Interceptor 2 4.15 13.73 4232 14013 23% 77°
LC0919 LC0918 36 17.88 152 Lake Creek Interceptor 2 4.15 13.73 4232 14013 230%o 77%
LC0920 LC0919 36 17.88 389 Lake Creek Interceptor 4.15 13.73 4232 14013 23% °
LC0923C LC0920 36 16.13 95 Lake Creek Interceptor 2 4.15 11.98 4232 12227 26% 74%
LC0923B LC0923C 36 16.13 109 Lake Creek Interceptor 2 4.15 11.98 4232 12227
LC0923A LC0923B 36 16.13 115 Lake Creek Interceptor 2 4.15 11.98 4232 26'° 74%
LC0923 LC0923A 12227 26% 74%
36 16.13 130 Lake Creek Interceptor 2 4.15 11.98 4232 12227 26% 74%
LC0924 LC0923 36 16.13 113 Lake Creek Interceptor 2 4.15 11.98 4232 12227 260/0
74%
1of4
12/9/2019
Exhibit D
Ownership of Capacity by Each City by Pipe Segment
COA Peak Wet CoRR Peak Wet COA Estimated CoRR Estimated
Diameter Flow(Maximum) Length Weather Flow Weather Flow Cost Participation Cost Participation
Start Node Stop Node (in) (MGD) (ft) Segment (MGD) (MGD) COA LUES CoRR LUES °
(COA/°Flow) (CoRR/°Flow)
LC0925 LC0924 36 16.13 116 Lake Creek Interceptor 2 4.15 11.98 4232 12227 26% 74%
LC0926A LC0925 36 16.13 231 Lake Creek Interceptor 2 4.15 11.98 4232 12227 26% 74%
LC0926 LC0926A 36 16.13 20 Lake Creek Interceptor 2 4.15 11.98 4232 12227 26% 74%
LC0961 LC0926 30 16.13 259 Lake Creek Interceptor 2 4.15 11.98 4232 12227 26% 74%
LC0962 LC0961 30 16.13 318 Lake Creek Interceptor 2 4.15 11.98 4232 12227 26% 74%
LC0963 LC0962 30 16.13 268 Lake Creek Interceptor 2 4.15 11.98 4232 12227 26% 74%
LC0963 LC0963 30 16.13 104 Lake Creek Interceptor 2 4.15 11.98 4232 12227 26% 74%
LC0963A LC0963 30 15.56 142 Lake Creek Interceptor 2 4.15 11.41 4232 11646 27% 73%
LC0964 LC0963A 30 15.56 13 Lake Creek Interceptor 2 4.15 11.41 4232 11646 27% 73%
LC0965 LC0964 30 15.56 480 Lake Creek Interceptor 2 4.15 11.41 4232 11646 27% 73%
LC153695 LC0965 24 8.77 2887 Southwest Interceptor 4.15 4.62 4232 4717 47% 53%
LC163A LC153695 24 8.77 195 Southwest Interceptor 4.15 4.62 4232 4717 47% 53%
LC151 LC163A 24 8.77 166 Southwest Interceptor 4.15 4.62 4232 4717 47% 53%
LC153711 LC151 24 7.16 184 Southwest Interceptor 4.15 3.01 4232 3074 58% 420
LC153A LC153711 24 7.17 180 Southwest Interceptor 4.15 3.02 4232 3084 58% 42%
LC154 LC153A 24 7.17 270 Southwest Interceptor 4.15 3.02 4232 3084 58% 42%
LC155 LC154 24 7.16 219 Southwest Interceptor 4.15 3.01 4232 3074 58% 42%
LC158 LC155 24 7.11 476 Southwest Interceptor 4.15 2.96 4232 3023 58% 42%
LC1510 LC158 18 7.11 372 Southwest Interceptor 4.15 2.96 4232 3023 58% 42%
LC1519 LC1510 18 7.11 45 Southwest Interceptor 4.15 2.96 4232 3023 58% 42%
LC1519A LC1519 18 6.86 94 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC1520 LC1519A 18 6.86 480 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC1521 LC1520 18 6.86 80 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC1522 LC1521 18 6.86 20 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC1522A LC1522 18 6.86 455 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC1523 LC1522A 18 6.86 40 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC1524 LC1523 18 6.86 81 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC1525 LC1524 18 6.86 543 Southwest Interceptor 4.15 2.71 4232 2768 60% 40.°°�
LC1526 LC1525 18 6.86 322 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC1527 LC1526 18 6.86 268 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC1528 LC1527 18 6.86 106 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC153721 LC1528 18 6.86 37 Southwest Interceptor 4.15 2.71 4232 2768 60% 40%
LC15110 LC153721 18 5.58 192 Southwest Interceptor 4.15 1.43 4232 1462 74% 26°%
LC15110A LC15110 18 5.58 400 Southwest Interceptor 4.15 1.43 4232 1462 74% 26%
LC15110B LC15110A 18 5.59 400 Southwest Interceptor 4.15 1.44 4232 1472 74% 26°%
LC15111 LC15110B 18 5.59 287 Southwest Interceptor 4.15 1.44 4232 1472 74% 26%
LC15111A LC15111 18 5.59 200 Southwest Interceptor 4.15 1.44 4232 1472 74% 26%
LC15112 LC15111A 18 5.59 111 Southwest Interceptor 4.15 1.44 4232 1472 74% 26%
LC15112A LC15112 18 5.59 101 Southwest Interceptor 4.15 1.44 4232 1472 74% 26%
LC16128 LC15112A 18 5.61 100 Southwest Interceptor 4.15 1.46 4232 1493 74% 26%
LC16128A LC16128 18 5.61 299 Southwest Interceptor 4.15 1.46 4232 1493 74% °
LC16128B LC16128A 18 5.61 100 Southwest Interceptor 4.15 1.46 4232 1493 74% 26/°
LC16128C LC161286 18 5.61 236 Southwest Interceptor 4.15 1.46 4232 1493 74% 26%
26
LC16127 LC16128C 18 5.61 236 Southwest Interceptor 4.15 1.46 4232 1493 74% %
LC1627A LC16127 18 5.61 378 Southwest Interceptor 4.15 1.46 4232 1493 74% 26/°
LC1627B LC1627A 18 5.61 62 Southwest Interceptor 4.15 1.46 4232 1493 74% 26%
LC1627C LC1627B 18 5.61 400 Southwest Interceptor 4.15 1.46 4232 1493 74% 26
26%
2 of 4 12/9/2019
Exhibit D
Ownership of Capacity by Each City by Pipe Segment
COA Peak Wet CoRR Peak Wet COA Estimated CoRR Estimated
Diameter Flow(Maximum) Length Weather Flow Weather Flow Cost Participation Cost Participation
Start Node Stop Node (in) (MGD) (ft) Segment (MGD) (MGD) COA LUEs CoRR LUES (COA%Flow) (CoRR%Flow)
LC1627D LC1627C 18 5.61 400 Southwest Interceptor 4.15 1.46 4232 1493 74% 26%
LC1627E LC1627D 18 5.63 396 Southwest Interceptor 4.15 1.48 4232 1513 74% 26%
LC1627F LC1627E 18 5.49 221 Southwest Interceptor 4.15 1.34 4232 1370 76% 24%
LC1627G LC1627F 18 5.5 212 Southwest Interceptor 4.15 1.35 4232 1380 75% 25%
LC45010 LC1627G 18 5.5 390 Southwest Interceptor 4.15 1.35 4232 1380 75% 25%
LC45009 LC45010 18 5.5 117 Southwest Interceptor 4.15 1.35 4232 1380 755b 25%
LC453855 LC45009 18 5.5 326 Southwest Interceptor 4.15 1.35 4232 1380 75% 25%
LC45013 LC453855 18 5.51 413 Southwest Interceptor 4.15 1.36 4232 1391 75% 25%
LC45013 LC45013 15 5.51 201 Southwest Interceptor 4.15 1.36 4232 1391 75°% 25%
LC45013A LC45013 15 4.53 188 Southwest Interceptor 4.15 0.38 4232 391 92% 8%
LC45013B LC45013A 15 4.55 291 Southwest Interceptor 4.15 0.40 4232 411 91% 9%
LC45013C LC45013B 15 4.55 170 Southwest Interceptor 4.15 0.40 4232 411 91% 9%
LC45013D LC45013C 15 4.55 222 Southwest Interceptor 4.15 0.40 4232 411 91% 9%
LC45013E LC45013D 15 4.55 407 Southwest Interceptor 4.15 0.40 4232 411 91°% 9%
LC453879 LC45013E 15 4.56 391 Southwest Interceptor 4.15 0.41 4232 421 91% 9%
LC453878 LC453879 15 4.56 401 Southwest Interceptor 4.15 0.41 4232 421 91% 9%
LC45008B LC453878 15 4.56 401 Southwest Interceptor 4.15 0.41 4232 421 91% 9%
LC453877 LC45008B 15 4.57 199 Southwest Interceptor 4.15 0.42 4232 431 91% 9%
LC453876 LC453877 15 4.57 419 Southwest Interceptor 4.15 0.42 4232 431 91% 9510
LC45008 LC453876 15 4.57 310 Southwest Interceptor 4.15 0.42 4232 431 91% 9%
LC453875 LC45008 15 4.58 303 Southwest Interceptor 4.15 0.43 4232 442 91% 9°%
LC45007 LC453875 15 4.59 268 Southwest Interceptor 4.15 0.44 4232 452 90% 10%
LC45006 LC45007 15 4.59 133 Southwest Interceptor 4.15 0.44 4232 452 90% 10%
LC45005 LC45006 15 4.59 419 Southwest Interceptor 4.15 0.44 4232 452 90% 10%
LC45004 LC45005 15 4.59 133 Southwest Interceptor 4.15 0.44 4232 452 90% 10%
LC45003 LC45004 15 4.59 363 Southwest Interceptor 4.15 0.44 4232 452 90% 10%
LC45002 LC45003 15 4.58 323 Southwest Interceptor 4.15 0.43 4232 442 91% 9%
LC45001 LC45002 15 4.58 454 Southwest Interceptor 4.15 0.43 4232 442 91% 9%
LC34001F LC45001 12 1.32 2185 Southwest Interceptor 0.33 0.99 346 1022 25% 75%
LC099 LC091738 36 8.97 24 South Interceptor 2.17 6.80 2215 6938 24% 76%
LC098 LC099 36 8.97 25 South Interceptor 2.17 6.80 2215 6938 24% 76%
LC091737 LC098 24 8.97 183 South Interceptor 2.17 6.80 2215 6938 24% 76%
LC091736 LC091737 24 8.97 308 South Interceptor 2.17 6.80 2215 6938 24% 76%
RW0175 LC091736 24 7.22 171 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC111 RW0175 24 7.22 151 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC112 LC111 24 7.22 579 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC111530 LC112 24 7.22 322 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC113 LC111530 24 7.22 323 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC114 LC113 24 7.22 316 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC115 LC114 24 7.22 410 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC116 LC115 24 7.22 530 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC117 LC116 24 7.22 471 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC118 LC117 24 7.22 617 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC1110 LC118 24 7.22 387 South Interceptor 2.17 5.05 2215 5152 30% 70%
LC1110A LC1110 24 5.42 298 South Interceptor 2.17 3.25 2215 3316 40% 60%
LC11116 ILCI110A 24 5.42 257 South Interceptor 2.17 3.25 2215 3316 40% 60%
LC11117 ILCIII16 24 5.43 486 South Interceptor 2.17 3.26 2215 3326 40% 60%
3 of 4 12/9/2019
Exhibit D
Ownership of Capacity by Each City by Pipe Segment
COA Peak Wet CoRR Peak Wet COA Estimated CoRR Estimated
Diameter Flow(Maximum) Length Weather Flow Weather Flow
Segment MGD Cost Participation Cost Participation
Start Node Stop Node (in) (MGD) (ft) Se
g (MGD) (MGD) COA LUES CoRR LUES (COA%Flow) (CoRR%Flow)
LC11118 LC11117 24 4.93 140 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC11119 LC11118 24 4.93 352 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC11120 LC11119 24 4.93 426 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC121079 LC11120 24 4.93 173 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC11122 LC121079 24 4.93 345 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC1160 LC11122 24 4.93 370 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC1161 LC1160 24 4.93 416 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC1162 LC1161 24 4.93 240 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC1163 LC1162 24 4.93 401 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC1163A LC1163 24 4.93 197 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC1168A LC1163A 24 4.93 235 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC1169 LC1168A 24 4.93 345 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC1169A LC1169 24 4.93 146 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC1175 LC1169A 24 4.93 147 South Interceptor 2.17 2.76 2215 2816 440/6 56%
LC111572 LC1175 24 4.93 259 South Interceptor 2.17 2.76 2215 2816 44% 56%
LC11571 LC111572 24 4.07 280 South Interceptor 2.17 1.90 2215 1938 53% 47%
LC1177 LC11571 24 4.07 281 South Interceptor 2.17 1.90 2215 1938 53% 47%
LC1178 LC1177 24 4.07 545 South Interceptor 2.17 1.90 2215 1938 53% 47%
LC1179 LC1178 24 4.07 609 South Interceptor 2.17 1.90 2215 1938 53% 47%
LC1180 LC1179 24 4.07 265 South Interceptor 2.17 1.90 2215 1938 53% 47%
LC1181 LC1180 24 4.07 341 South Interceptor 2.17 1.90 2215 1938 53% 47%
LC1182 LC1181 24 4.07 425 South Interceptor 2.17 1.90 2215 1938 53% 47%
LC1182A LC1182 24 3.61 344 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1183 LC1182A 24 3.61 345 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1185 LC1183 24 3.61 497 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1185A LC1185 24 3.61 201 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1186 LC1185A 24 3.61 202 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1186A LC1186 24 3.61 218 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1187 LC1186A 24 3.61 218 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1188 LC1187 21 3.61 377 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1189 LC1188 21 3.61 341 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1190 LC1189 21 3.61 444 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1195 LC1190 18 3.61 318 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1196 LC1195 18 3.61 291 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC113379 LC1196 15 3.61 193 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC1197 LC113379 15 3.61 193 South Interceptor 2.17 1.44 2215 1469 60% 40%
LC113382 LC1197 15 3.54 470 South Interceptor 2.17 1.37 2215 1397 61% 39%
LC113381 LC113382 15 3.54 97 South Interceptor 2.17 1.37 2215 1397 61% 39%
LC11108 LC113381 15 3.54 387 South Interceptor 2.17 1.37 2215 1397 61% 39%
LC11110 ILCIII08 15 3.54 421 South Interceptor 2.17 1.37 2215 1397 61% 39%
LC11111 ILC11110 15 3.54 321 South Interceptor 2.17 1.37 2215 1397 61016 39%
4 of 4 12/9/2019