I 􀁾􀀻.. 􀁾 03 01 11 : 14a WHOLESALE TREATED WATER CONTRACT 􀁾􀀲􀀰􀀱 U8 p. 1 THE STATE OF TEXAS COUNTY OF DALLAS THIS Contract made and entered into this the 6th day of 􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀀻􀀮􀁊􀁡􀀻􀀻􀀻
􀀻􀁮􀀻􀀻􀀻􀀻􀁵􀀻􀀻􀀻􀀺􀁡􀀻􀀮􀀮􀀽􀁲􀁾􀁹 _ 1982, by and between the City of D.allas, Texas, hereinafter called Dallas, and the City of Addison, Texas, hereinafter called Customer. WHEREAS,
Customer is desirous of purchasing water from Dallas, and Dallas desires to make provisions for the delivery and sale of water to 􀁃􀁵􀁳􀁴􀁣􀁾􀁣􀀽 as set forth herein under the terms
and conditions herein stated; and WHEREAS, both Dallas and Customer from 􀁴􀁩􀁭􀁾 to time have need to request the other to furnish water and/or wastewater service to each other's customers
along conunon 􀁾􀁧􀁵􀁮􀁤􀁡􀁲􀁹 lines wherein only one city nas facilities available; NOW, THEREFORE, Dallas, and Customer in consideration of the terms, covenants, and conditions herein
contained, hereby agree as follows: WIT N E SSE T H: 1.0 WATER SALES: 1.1 Dallas agrees to deliver to Customer potable water in accordance . with the specifications and restrictions
in Section 3.0 hereof. Dallas agrees to provide potable water to meet volume and demand requirements of Customer as provided herein. 1,.2 Delivery of potable water to meet the requirements
of customer is subject to and limited by available system supply and system 1
! J,an 03 01 11:14a 􀁤􀁾􀀺􀁩􀁜􀁬􀁥􀁲􀁡􀁢􀁩􀁬􀁩􀁴􀁹􀀬 as determined by the Director of Water utilities of uallas. Such delivery shalr not be unreasonably withheld. 2.0 DEMAND; CHANGES
IN DEMAND: 2.1 "Demand" means the maximum rate of flow mutually established by Customer and Dallas tha·t may be taken by Customer wi thin a water year. 2.2 "Water year" means the year
beginning June 1 and ending May 31. 2.3 If Dallas fails ·to make available the currently established demand for seven or more consecutive days the 􀁤􀁥􀁾􀁡􀁮􀁤 charge for such days shall
be calculated by using the maximum rate of delivery for such days times the current annual demand charge divided by 365 times the number of days of reduced flow. 2.4 If Dallas failS
to make available the currently established demand for 30 or more consecutive ,. days the demand charge for that water year shall be calculated by using the 􀁭􀁡􀁸􀁩􀁾􀁵􀁭 rate of delivery
--for such days times the current annual demand charge. 2.5 Customer shall give reasonable notice notice to Dallas of anticipated changes in demand requirements. Such notice shall be
given at least o months in advance if the requested change I I."hen considered wi th other pending or contemporaneous requests, does not require p.2 construction of additional 􀁦􀁡􀁣􀁩􀁬􀁩􀁴􀁩􀁥􀁳􀁾
The Director of Water utilities of Dallas may waive the 6 month notice requirement for good cause shown. If construction of additional facilities is required, such advance 􀁮􀁾􀁴􀁩􀁣􀁥
as will be necessary to allow for financing, design and construction of the needed facilities shall be 􀁧􀁩􀁶􀁾􀁮􀀮 2
I Jpn 03 01 11:15a p.3 ·•.•..0" . •. •.•.. · .the difference between customers required delivery facilities and the oversi ze specified by Dall.as. Unless otherwise mutually agreed Custo:ner
􀀴􀁲􀀼􀁩􀀮􀁾􀁴􀁒􀁉􀀰􀁆 '"􀁾 {O.,..􀁣􀁬􀁾􀀭􀁥􀀮 􀁾􀀭􀁬 􀁾􀁫 􀁾 􀁾􀁾 If Dallas .elects to oversize delivery facilities, specifications shall conform to Dallas requirements. other parties.
.:. of Dallas. Wz-􀁡􀁙􀀧􀁾 􀁾􀁴􀁴􀁾 S 􀁪􀁥􀀭􀁾􀀧􀀨􀀧􀀧􀀵 􀁾 􀁾.. " . to by Dallas ar.d Customer, C-..stomer shall be responsible for the uesi9n, 􀁣􀁯􀁮􀁴􀁲􀁡􀀮􀁾􀁴􀁩􀁮􀁧􀀬 construction
and financing of facilities and Dallas shall 􀁾􀁥 responsible for oversi zing costs to the extent c: Dallas system to the delivery point(s). Plans shall be submitted to Dallas for wri
tten approval and all designs, mater ials an::: agrees that Dallas has the right to make periodic inspections during the construction phase of the delivery facilities. Final acceptance
of completed d-alivery facilities is subject to the written appro';a':" such additional points as may be mutually agreed upon by 􀁢􀁯􀁴􀁾 parties. The cost of all delivery facilities,
whether delineated 􀁩􀁾 3.1 Dallas agree:s to deliver water contracted for by Customer at delivery point(s) as delineated in Exhibit B attached hereto and at 3.0 DELIVERY POINT, ACCESS,
ETC.: oversizing of the delivery facili,.ties for the benefit of Dallas or acquisi tion of any right-of-way for deli very of the water from 2.7 Customer agrees that Dallas I capability
to provide increases in demand or volume is subject to available supply and deliverability, as determined by the Director of Water Utilities of Dallas. ::::';:1ibi t B hereof or mutually
􀁡􀁾􀀮􀁲􀁥􀁥􀁤 upon at a later date, shall ':le borne by 􀁃􀁵􀁳􀁴􀁯􀁾􀁥􀁲􀀬 except that Dallas may elect to require · , ···············for each water year to pay annual demand charges
based on (1) the current water year demand or (2) the highest demand established during the five water years preceding, whichever is greater. ............... .., 'i 􀀧􀁾􀁉􀁬􀁾􀁾􀁯􀀺􀁮􀁥􀁲
aqrees to pay the total annual d"'_:nand charge for 􀁾􀁟•. _. ...... . _ 􀁡􀁲􀀮􀁾􀂷 ;::::::-:::::::increase in the agreed upon maximum demand during a water yeaq an::!
Jan 03 01 11: 15a p.4 4 Customer. 3.5 Dallas agrees to provide ingress and egress for Customer's employees and agents to all premises inside Dallas 1 boundaries to ir.stall, operate,
inspect, test, and maintain facilities, ...nd read meters owned or maintained by customer within Dallas. of Dallas naintain li:nits 􀁾􀁾􀁳􀁴􀁯􀁭􀁥􀁲􀀧􀁳 for and city egress inside 3.4
Customer agrees to provide ingress and employees and agents to all its premises boundaries to install, operate, inspect I test I facilities 'owned or maintained ,py Dallas within 3.6
It shall be the duty of either party to this contract tQ notify the other party in the event that the meter(s) is registering inaccurately or malfunctioning so that the meter (s) can
be 􀁰􀁲􀁯􀁾􀁰􀁴􀁬􀁹 repaired. Each meter will be operated and maintained so as to record wi th commercial accuracy. Dallas will notify customer pr ior to any meter tests. Either party
has the right to request a meter be tested wi th the other party having the right to ".. i tness such test. If Customer requires an independent testing service be used, 3.3 Customer
agrees that after final inspection and acceptance of delivery facilities, Customer will convey title of those facilities and rights-of-way in conjunction therewith to Dallas. Upon conveyance
of title to delivery facilities by appropriate instrument (s) Dallas shall be 􀁲􀁥􀁳􀁰􀁯􀁮􀁳􀁩􀁢􀁬􀁾 for operation and maintenance thereof. "}. 􀁾 tlnless otherwise agreed by both parties,
Dallas sha21 construct ;]nd maintain meter vaults, meters, and all associated facilities, and obt,ain electric and telephone service in connection therewith, if needed. Customer agrees
to reimburse Dallas for actual construction costs attributable to service of Customer, excluding costs of engineering, design, telemetry equipment, telephone and electric service. .,
Jan 03 01 11:15a 5 times. p.5 It is If meter (s) is found inaccurate, Dallas compensatory damages which are difficult or is f.ound to be accurate. transmission, treatment, delivery and
service facilities. 5ubsti tute for agreed by the parties that such liquidated damages are a reasonable su?plies from any source other tha:1 Dallas, resulting in reduced $hall pay the
costs of said testing service. Dallas agrees that Customer or its agent may have access to the books and records of Dallas Water utili ties at reasonable times. • 5.2 If wi thin the
term of this cc·;'ltract Customer ceases to take .':"::::0....'"'r shall pay the cost of said 􀁴􀁾􀁳􀁴􀁩􀁮􀁧 service if the meter (s) 5.1 If Customer develops or acq:..lires additionaJ.
surface water .books and records of the Customer 's i'1ater Utili ties at reasonable 4.0 BOOKS AND RECORDS: de;nano from Dallas, then Dallas is ::eleased from the ooligation to oeen
developed or acquired, Customer shall for five years or the balance of this contract, whichever is less, remain liable for de:nand charges at the billing level in effect at such cessation.
Customer agrees that Dallas or its agent may have access to the :':npossible to calculate herein. This o:>ligation is intended by the parties not to be a penalty, but 􀁩􀁾􀁳􀁴􀁥􀁡􀁤􀀬
a reasonable measure of on Customer's behalf for the cost of installation of supply, This obligation, once established, 􀁳􀁾􀁡􀁬􀁬 serve as 􀁬􀁾􀁱􀁵􀁩􀁤􀁡􀁴􀁥􀁤 damages and is intended
to compensate Dallas for the expe'1di tures incurred 5.0 ADDITIONAL SURFACE WATER SUPPLIES: '/iater from Dallas because such ot:-.er surface 􀁾􀀺􀁡􀁴􀁥􀁲 supplies have supply the demand
amount mutuall; established under Section 2 :'e::e':lf. In such event Dallas 􀁭􀁡􀁾􀀧 ,. adjust its supply obliga'tion to 􀁬􀁥􀁾􀁥􀁬􀁳 commensurate with Customer's reduced demand. damages.
..: .-:
6 7.0 RATES AND PAYMENT: p.6 Dallas will furnish • \"·a ter • "Convey" means sell, trade, donate, exchange, transfer Customer agrees not to se.ll water purchas!'!d from Dallas to any
person or entity outside Customer's corporate boundaries (as may be adjusted from time to time) unless Customer has received prior 􀁾􀁲􀁩􀁴􀁴􀁥􀁮 approval from the Director of Water
Utilities of Dallas. In title, or contract therefor. granting such authorization, Dallas may establish the terms and conditions of the conveyance of such water including, 􀁾􀁵􀁴 not
restricted to, . the setting of monetary rates for sale of such request to its City Council. 7.1 Rates charged Customer, inclueing demand charses established ordinance to revise the
rates charged, from time to ti;ne as needed, 7.3 Customer agrees to give Dallas a minimum of 30 days notice of intent to protest rates or any other condition of service. herein, shall
be established by ordinance of Dallas. The capital costs contributed by the Customer for celivery facilities and metering facilities shall be excluded from the rate base. to cover all
reasonable, actual and 􀁥􀁸􀁰􀁥􀁣􀁴􀁾􀁤 costs. Any revision of rates shall be pursuant to principles set forth in the Memorandum of Agreement attached hereto. Dallas shall give Customer
a ;';lbimurn of 7.2 Customer understands that Dallas City Council has the right by CustoI:\er a draft copy of the Cost of Service Study for '?roposed 􀁾􀁡􀁴􀁥􀁳 thirty (30) days prior
to Dallas sutmitting a rate increase 6 months notice of intent to revise rates. 7.4 Dallas agrees to render a statement of charges monthly. Payment is 􀁤􀁾􀁥 upon receipt of statement.
Customer agrees to pay promptly. Demand charge shall be billed monthly. .or" ., Jan 03 01 11: 15a
7 8.0 CURTAILMENT: 9.0 RIGHTS-OF-WAY AND STREET USE: p.? and The last to the curtailment of water delivery • 11: 15a relating for each day the meter has 'not functioned correctly. 9.1
Customer agrees to furnish any rights-of-way necessary within or wi thout Customer' s boundaries for Dallas to make deli very of water 7.:; 'I a thp. event a meter (s) is discovered
malfunctioning, then the 􀁡􀁾􀁯􀁵􀁮􀁴 of water that has passed through the meter will be estimated correctly measured monthly consumption will be used as a basis for 􀁮􀁾􀁴􀁵􀁡􀁬􀁬􀁹
computing the 'amount of water, delivered to the Customer curing the time' the meter has not been functioning correctly. as provided in Section 3 hereof, ana to convey such right-of-way
to Dallas as therein provided. rules upon its sales. availability, Dallas agrees to impost! such restrictions and grant such privileges equitably and in a non-discriminatory fashion.
8.3 1'0 the extent Dallas imposes restrictions or grants privileges I;)f general applicability to itself itself and customer cities, including within Dallas, Dallas may impose a like
curtailment on deliveries to se:lsitive manner. Upon request, Customer will furnish a copy of its conservation plan. 8:1 Customer agrees that if water supplies or services are curtailed
and demaoJ management 􀁰􀁲􀁡􀁣􀁴􀁩􀁣􀁾􀁳 which insure that the 􀁡􀁶􀁡􀁩􀁬􀁡􀁾􀁬􀁥 supply is used in an economically efficient and environmentally Customer. customer will cooperate by
imposing conservation measures 8.2 Dallas is required by federal contract to submi t for approval a ',yater conservation plim which incorporates loss reduction 􀁭􀁥􀁡􀁳􀁵􀁾􀁥􀁳 ,.,.j"
J.an 03 01
·' Jan 03 01 11:16a ',.'( 9.:' Ca;:;t·:-;t!·.H agrees that with prior \'lritten approval 0: 􀁃􀁾􀁳􀁴􀁯􀁭􀀬􀀽􀁲􀀬 􀁄􀀳􀁾􀁬􀁡􀁳 may use streets, alleys and public rights-of-way within
Customer's boundaries for pipeline purposes to provide water to Customer or to other customers without charges or tolls provided that Dallas. makes the necessary repairs to restore the
streets, alleys or public rights-of-way used to their original condition. 9.3 Dallas agrees that, with prior written approval of Dallas, Customer may use Dallas streets, alleys and pUblic
rights-of-way, within Dallas boundar ies for pipeline purposes to provide water to Customer without charges or tolls, provided Customer makes ne=essary rei?airs to restore the streets,
alleys or public rights-o:-,,'ayused to their original condition. :"\i.0 STAl"i:lARDS: 10.1 Customer shall protect 9,ustomer's storage and distritJt:on system from cross connections
under the specifications required by health standards of the State of 􀁔􀁾􀁸􀁡􀁳􀀮 10.2 Customer agrees to provide air gaps for any ground storage and 􀀽􀁾􀁣􀁾􀁦􀁬􀁯􀁷 preventers for
any elevated storage • . :0.3 Customer agrees to provide internal storage sufficient to meet its emergency needs and to maintain a reasonable load fac-;:c;: for 􀁪􀁾􀁾􀁩􀁶􀁾􀁲􀁩􀁥􀁳
from Dallas to customer. :1.0 MEMORANDUM OF AGREEMENT: The 􀁾􀀱􀁥􀁭􀁯􀁲􀁡􀁮􀁤􀁵􀁭 of Agreement, attached hereto and marked Ey.:tibi t ;.., effective December 17,1979, and executed by
various Customer ",ntities is incorporated herein, as if copied Ivord for 10:0:03 and is 􀀺􀁾􀀬􀁡􀁤􀁥 a part of this agreement. Any revision of the 􀁾􀀱􀁥􀁭􀁯􀁲􀁡􀀺􀀭􀀺􀁤􀁵􀀮􀀧􀁉􀁩 of
Agreement, according to its terms and not in conflict he:ewith, 8 p.8
Jan 03 01 11:16a p.9 10 13.0 SPECIAL PROVISIONS: Exhibit F Exhibit 8 These Exhibits are The parties herein agree that this contract shall be enforceable in Dallas, Texas., and if legal
action is necessary to er.force it, exclusive venue shall lie in Dallas 􀁃􀁣􀁾􀁮􀁴􀁹􀀬 Texas. 15.0 ....::NUE: 16.0 NO VERBAL AGREEMENT: S?ecial provisions applicable to this contract
are attached This contract contains all commitments and agreements of the pa::tics hereto and no verbal or ....'ritten commitments she:l have any force or effect if not contained herein.
1;'is contract shall remain in force and 􀁥􀁦􀁦􀁾􀁣􀁴 for a :erm of 30 􀁾􀁥􀁡􀁲􀁳􀀬 from the date of execution of 􀁴􀁾􀁥 contract. pe:uliarly applicable to the contract with Customer.
hereto and styled Exhibits 8, C, and F. incorporated herein, as if copied word for word. de:ineates the delivery facilities. Exhibit C contains provisions 􀁾􀁾􀀭􀁝􀁾􀀰􀀵􀀮 􀁄􀁾􀁬􀁬􀁡􀁳
and Customer agree 􀁾􀁨􀁡􀁴􀀬 􀁩􀁾 the 􀁥􀁾􀀡􀁾􀁴 of any 􀀮􀀺􀀱􀁾􀁦 a'Jl t, the other party shall have available to it t::e egui table remedy of specific performanqe in addition to other
legal or 􀁥􀁱􀁾􀁩􀁴􀁡􀁢􀁬􀁥 remedies which may be available to such party. 􀀱􀁾􀀮􀀰 TERM: provides conditions under which the contracting parties may provide reci?rocal water and/or
wastewater services to customers 􀁡􀁬􀁯􀁾􀁧 their ::oi:t.llon boundaries and conditions unoer ...,hieh the part:'es to this 􀁃􀁯􀁾􀁴􀁲􀁡􀁣􀁴 may provide each other with temporary water
and/or 􀁾􀁡􀁳􀁴􀁥􀁷􀁡􀁴􀁥􀁲 services.
Jan 03 01 11:17a p. 10 19.0 C;;'PTIONS: 20.0 NOTICES: terms and conditions of this contract. t . Dallas City of Dallas, Texas 􀁾􀁴􀁴􀁮􀀺 City 􀁍􀁡􀁮􀁡􀁧􀁾􀁲 City Hall Dallas, Texas 75201
11 City of Addison, Texas Attn: City Manager ? O. Box 144 􀁾􀁤􀁤􀁩􀁳􀁯􀁮􀀬 Texas 75001 r;ustomer The captions to the various clauses of this contract are for In interpreting the various
provisions of this contract in a post3ge prepaid: info:mational purposes only 􀁡􀁮􀁤􀀮􀁾􀁨􀁡􀁬􀁬 not alter the 􀁳􀁵􀁢􀁳􀁴􀁡􀁾􀁣􀁥 of the ,I..ny notice required under this contract may
be given to the resge=tive parties at the following addresses by Certi:ied Mail, This contract is made subject to all applicable laws of the State of Texas and the United States. 18.0
CONTRACT INTERPRETATION: Court of Law, any said court having jurisdiction shall apply the laws of the State of Texas to interpret the terms and provisions of this contract. 17.0 APPLICABLE
LAWS: . \ .,". '.' .,
J.an 03 01 11:17a f'. 11 􀁾􀀮 􀁊􀁾􀁡􀁮􀀺􀀮􀀺􀀮􀀻􀁵􀀽􀁡􀀺􀀽􀀻􀁲􀁹􀀺􀀡􀀮􀀭 , 1982, by APPROVED AS TO FORM: LEE E. HOLT, City Attorney day of 􀁂􀁙􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀁃􀀻􀀻􀁚􀀻􀀭􀀭􀀬􀀭􀀭􀀭􀁾􀁾􀀮􀀮􀀮
V;:JJerry Redding, Mayor 􀁉􀁾 CITY OF DALLAS CITY MANAGER CITY OF ".DOISON 6th A':'TEST: A!'T3ST: Addison. 􀁃􀀨􀀩􀁕􀁾􀁔􀁅􀁒􀁓􀁉􀁇􀁎􀁅􀁄􀀺 􀁴􀁾􀁾 􀁤􀁾􀁬􀁹 authorized officers of the City
of Dallas, and the'City of 􀁁􀀿􀁐􀁾􀁏􀁖􀁅􀁄 AS TO FORM: 􀁾􀀭􀀭􀀭 12 .h-􀁒􀁏􀁂􀁾􀁓􀁌􀁏􀁁􀁴􀁾􀀬 I 􀁃􀁩􀁴􀁾.. Secretary -c 20-'0 􀁾􀁮􀁴􀁩􀁯􀁬􀁬􀁥􀁲 :::·:F.:CUTED th is tho:! ..' ...•:!,
".
3. Responsibilities: 4. Rate SettinCl Principles. (for who+esale treated 􀁾􀁡􀁴􀁥􀁲􀀩 p. 12 The initial rates • EXHIBIT A Jan 03 01 11:18a /' " c. All: existing and future reservoirs
and associated facilities are to be inc2uded in COlll..i1on rate base. Customer cities as a class, shall pay their proportionate share of, costs for reservoir storage, incluoing that
portion held for future use. Initially,' customer cities shall cover 26% of total reservoir costs. This percentage sha'll be'"ii'lcreased or decreasec in direct proportion to future
changes in actual usage in conjunction with periodic cost 6f 'service studies. (Dallas pays the balance.), Allocation of other costs is to be based on 'current use. d. There will, be
a two part rate I volume and demand), with allocation 'of. costs in rate Ciesign to encourage efficient 􀁯􀁰􀁥􀁲􀁡􀁴􀁩􀁾􀁮􀂷􀀬􀀮􀁯􀁦 w7ter system. e. At the end of ten ye.ars, and each
ten years 'thereafter, the City of Dallas or a majority of customer cities 􀁾􀁨􀁯 are a party to, this agreement may request a review of the above rate setting principles; and if so,
the principles shall be subject to 􀁲􀁥􀁮􀁥􀀹􀀰􀁴􀁩􀁡􀁾􀁩􀁯􀁮􀀮1 a. Revenue requirements are' to be determined on utility basis, _..a t or ig inal cost. .a. .Dallas is responsible for
planning, financing, constructing and operating' the water supply system to the extent, permitted by 'available water revenues, :frer develc'Oing cost of service, information to S1.,,?PO:i:t
􀁲􀁡􀁴􀂷􀁾􀀮 changes,· and for.' informing customer cities of changes and financial 􀀶􀁾􀁴􀁡􀀮 b. Customer' cities are responsible for kee?ing Dallas informed concerning ,their projected
􀁾􀀢􀀲􀁴􀁥􀁲 supply needs and operating ,requirements, for planning and managing their system to promote water conservation and efficient system o?eration; and for paying rates adec;oa
te to cover costs incurred in providing service to them. b. Dallas is to receive a rate of return on rate base equal to embedded interest ra te plus 1.5%, which is ag reec ,to be an
adecruate return to cover its costs and risks and as 􀁾􀁯􀁭􀀿􀁥􀁮􀁳􀁡􀁴􀁩􀁯􀁮 for 􀁯􀁾􀁾􀁥􀁲􀁳􀁨􀁩􀁰 and management responsibilities. 5. Initial Rates and Rate Base Allocations: accepted
under this agreement are: 2. Water Svstem'Policy: Dallas operate's a water system to.pro\1,ide· safe and re:liabl,e water' supply, adequate for the current water use and future growth
of Dallas and customer cities, and to avoid any substantial subsidization of any class of customers by any other class ot' customers. 1. Purpose: The purpose of this aCre'eillent is
to settle current ra te disputes, and to provide a basis for determining rates in the future.' .... .
􀁾􀁡􀁮 03 01 11:lSa p. 13 initial Rate :Base Allocations· shall'be as 􀁦􀁯􀁬􀁬􀁯􀀧􀁾􀁳􀀺 Rate 􀁏􀀭􀁌􀁾 􀁆􀁬􀁯􀁾􀀭􀁯􀁮􀀧􀁾􀀧􀁲􀀰􀀱􀁟􀁬􀁥􀁲 􀁃􀀬􀁟􀂷􀁾􀁟􀀻._.'c::_ -'0 􀀧􀀲􀁾􀀢􀁉􀁏􀁏􀁏
----... 􀁾􀀭 0''"-1 and $.36, 793/mgc -43.04t/100.0 gal F1O'We'r Mound Munici oal Utility District fl-City of Grand .Prairie City of Farmers Brancb ,B,y,: ' ..•..'--__ ".: 25.7% 19.4i
19.4% 19.4% , 2.3% , H. 4\· Flat Rate Cities Reser voi rs Raw 􀁾􀁡􀁴􀁥􀁲 Transmission Purification Facilities Treated Water,Transmission Distribution Other/Administration 9. Individual
Interest:' in Reservoir the City of. 􀁄􀁾􀁬􀁡􀁳 ....ill neoo.tiate with .such custo.'iler cities that desire to ourchase an individual interest in the pz·esent Dallas reservoir system.
This offer to negotiate shall not extend past 9/1/82. B. Individual contracts for 􀁷􀁨􀁯􀁬􀁥􀁳􀁾􀁥 water service between Dallas and custCIiler cities will be consistent ....ith .this
Memo::an6um of Agr.eernent. DaJ.las and customer ci ti es will honor thei r existing water 􀁳􀁾􀁲􀁶􀁩􀁣􀁥 contracts. 􀁄􀁡􀁬􀁬􀁡􀁾 'will prepare a' cost of service. study to support these
rates and 'allocations, and will subiilitit to the cus torner ci ti es to review and accept·prior to submission to the Texas Water Commission. 6. 􀁔􀁥􀁲􀁲􀁮􀁾􀀺􀀧􀀬􀀬􀂷 The 􀁴􀀧􀁾􀁲􀁭
'of' 'this agreement is thirty years,' and such 􀁾􀁤􀁡􀁩􀁴􀁩􀁯􀁮􀁾 􀁰􀁥􀁾􀁩􀁯􀁤􀁳􀀬􀁡􀁳􀀮􀁴􀁢􀁥􀁰􀁡􀁲􀁴􀁩􀁥􀁳may agree upon. .. . . "" . 7." 􀁊􀀺􀀮􀀮􀁾􀁄􀁲􀁯􀁜􀀷􀁥􀁤􀀧 chanQes: 'Changes
in the rate 􀁳􀁾􀁴􀁴􀁩􀁮􀁧􀀮 principles or other conditions may be made' by 􀀡􀁴􀁉􀁵􀁴􀁵􀁾 agreement of all parties 'at any t·ime. If any state or federal governmental agency having
jurisdiction disapproves 􀁾􀁹 mated 􀁾 part of' 'this agreement during the term, the agreement' is subject to cancellation by any party. 10. Execution of this' aqreement by the undersigned
indicate that such ,iodi viduals will recommend to their t' especti ve city councils or governing boards settle.!uent of the rate controversy on the basis. set forth herein. . 􀁾􀁡􀁴􀁥􀁲
􀁃􀁯􀁮􀁴􀁾􀁯􀁯􀁬 and.lm?rovement District No.6' 􀁰􀁹􀁦􀀴􀀦􀁵􀁾􀀴􀂣 2 By: 􀀺􀀺􀁾􀁾.. . ci ty of Balch 􀀮􀁓􀁰􀁲􀁩􀁮􀁧􀁾
Jan 03 01 11:19a p.14 􀁾􀀧....... c: -v 0':: t ..Chl' 'ns ,J. "".. .... .. , t. to. • City of Richar dson' . 􀁾􀀧􀁩 1:y of Irving 􀀺􀀺􀀺􀁾􀁾􀁌􀀻􀀨 hereto. ' City of Dallas .-.. ". r"':'
, . '. '. '. ..'\. -:'....:.... . '. .-5445B/dld 't":, " 􀀮􀀬􀁾 .... .' '. ..' 3 at:..ached City of Duncanville , 􀀳􀁹􀀺􀁾􀁩􀁾􀁬􀀴􀁾 () 􀁃􀁩􀁴􀁙􀁏􀁾􀀰 􀁂􀁙􀀮􀂷􀀬􀁾􀁾 ---. . . ./" " ,:
':., .: . . 􀀺􀀺􀁾􀁈􀀻􀀺􀁾 . ". . . . '.. ". ..'. ': '. . '. 􀀧􀁾􀁦􀁦􀁥􀁣􀁴􀁩􀁶􀁥􀁾􀀢􀁄􀁾􀁴􀁾􀁾􀀧 ·-The·.above 􀀻􀀮􀁩􀁥􀁭􀁯􀁾􀁾􀁾􀁤􀁵􀁩􀁮 􀀧􀁾􀁦􀀧 Agreement was' 􀁡􀁰􀁐􀁔􀀧􀁾􀁾􀁾􀁤􀀺
by·:the 􀁧􀁯􀁶􀁾􀁲􀁾􀁩􀀧􀁮􀁧 body of "tl:le .parti 􀁥􀁾 "executill.9 .same. The ra"tes' pr.o'vitled forthereill 'were implemented by an Qr-dinance passed by.":t.he Dallas tity Council
.on December ]2. 1979 and "the. comp1aints,-o"f::·al1·'cuStomers executing such'· agreement" were dismissed . by the 􀀡􀀭􀁥􀁸􀁡􀁳􀂷􀁾􀀮􀀮􀁷􀁇􀀱􀀺􀁥􀁲 􀁴􀁯􀁲􀀮􀁭􀁩􀁳􀁳􀀺􀁩􀁾􀁮􀁾􀀻􀁯􀁮
:.December ,17 􀁾 1979. '. Such 􀀮􀁡􀁾􀁲􀁥􀁥􀁭􀁥􀁮􀁴 :therefore '.' became effecti:ve"on 􀀢􀁄􀁥􀁣􀁾􀁢􀁥􀁥􀁲􀀬J :r./'J979.· . .' " " .. . . 􀀺􀀮􀁾 ., ,'.: ....•.:. :.:.:...􀁾􀀮􀁾....:.':.:.-.
􀂷􀀮􀁾.•􀁾.:..;:•.·':.:.··.r·::', '. . " "......:..􀁾􀀮􀀺􀀺􀀺􀀿􀁾􀀮􀀮.' -..
􀁾􀁡􀁮 03 01 11:20a e, E>..llIllIT C SPECIAL CONTRACT CONDITIONS/AGREEMENTS At the date of the initial contract no speeial conditions or agreements 􀁾􀁥􀁲􀁥 required. It is 'contemplated
that if special conditions or agreements pertaining to this contract are required in the 􀁦􀁵􀁴􀁵􀁲􀁥􀁾 this 􀁰􀁲􀁥􀁾􀁥􀁮􀁴 Exhibit C w:i.ll be ,;eplaced. r -.:." p.1S
J.an 03 01 11:19a p.15 EXHIBIT B Description Demand capabilities: Payment Operation and Maintenance . 'of Standby Meters Anticipated Future FaCTIIties DELIVERY FACILITIES A. 􀁃􀁵􀁳􀁴􀁯􀁭􀁥􀁲􀁾􀁳
primary delivery facility is a rate of flow controlled uetering station located at 15100 Surveyor Boulevard, inside Addison's city limts. This metering .station. is ·equipped vith a
12" Venturi meter and associ-· ated equipment. including telemetry' equipment that is tied into Dallas' control station. B. Customer has 1:WO standby services as follows: 1. An 8" fire
service meter located at the northeast . corner of Addison and Beltline Roads inside customer's city limits. This service is fed by Dallas' 54" main located in Beltline Road right-of-way.
2. A 6" fire set:Vi.ce meter located at 4961 Westgrove Drive (northeast corner of Dallas Farkway and Westgrove), inside Dallas' city limits. This setvice is fed by Dallas' 16" main located
in Dallas Parkway right-ofway. A. The 12" Venturi meter's maximum delivery capability is 4.0 MGD. B. The 8" fire service meter's maximum delivery capability is 3.0 MGD. C. The 6" fire
service meter's maximum delivery capability is 2.5 MGD. Customer shall pay Dallas the prevailing ordinance rate as a standby fee for the 6" and 8" meters. If the standby services should
be activated the volume taken shall be billed in the following billing cycle. A. Dallas agrees· that at least one time during the water year. both customer and Dallas vill jointly operate
the standby meters. Either customer or Dallas may establish the time and date 'for this operation. B. Dallas .agrees ·to instruct customer's personnel on operation of the standby meters
and vault equipment. However, customer shall not operate the equipment without first notifying Dallas. :·:.If practical, Dallas ·may elect to be present at 􀁾􀁴􀁨􀁥􀂷􀁴􀁩􀁭􀁥􀀮􀁾􀁣􀁵􀁳􀁴􀁯􀁭􀁥􀁲opera
tes Dallas' equipment. ·C. Only.Dallas·' p!'!rsonnel or agents will be pen.d.tted to perform ·tests and make repairs to the standby meters. Customer will be notified prior to Dallas'
performing . tests and repairs. Customers may witness such tests and 􀀧􀁲􀁥􀁰􀁡􀁩􀁔􀁳􀁾 '. Addison hascinformed Dallas that Addison's 'peak demand may increase ·to 30 HGD .in the future.
At the effective date of this contract Dallas and Addison are in the process of evaluating Addison's future demands. and 􀂷􀁾􀁴 is contemplated that a properly sized delivery facility
will be constructed by Addison as a result of evaluating Engineering studies prepared for this purpose. Dallas' obligations to meet Addison's future demand are specified in paragraphs
1.1 and 1.2.
,Jan 03 01 11: 20a '. EXHIBIT F RECIPROCAL WATER AND/OR WASTEWATER SERVICE AGREEMENT 1. RECIPROCAL WATER AND/OR WASTEWATER SERVICE AGREEMENT FOR SINGLE FAMILY RESIDENCES OR DUPLEXES
-WHEN SERVICING CITY HAS MAINS IN PLACE Dallas and Addison hereby mutually agree, that when 'mains of the servicing city are currently in place, to provide water and/or wastewater service
to customers along public streets, roadways, alleys and easements upon written request of either city to the other',-p-r-ov-id-e-d-t-ha-t-n-e_ith.e_r -ci-ty._w-il-l -be-required to .o-.r.o...v.-ide
such ..􀀭􀁾􀀮􀀭􀀮􀀭􀀮􀀮􀀮􀁟􀀭 service to customers of the other city if doing so 􀁷􀁯􀁵􀁬􀁅􀁌􀁴􀀬􀁥􀁳􀁵􀀮􀁬􀁾....in,. a n;;d for 􀁳􀁵􀁢􀀻􀁴􀁡􀀻􀁴􀁩􀂷􀁾􀁩􀀭􀀧􀂷􀁾􀁾􀁾􀀧􀁾􀁾􀁾􀁾􀂷􀁾􀀻􀁩􀀻􀀻􀁾..􀂷􀀭􀁾􀀻
􀁟􀁤􀁩􀀻􀁩􀁾􀁾􀁾􀁩􀀻􀀻􀁾􀂷􀁾􀁩􀁾􀁾􀁾􀀭 level of ser--􀀭􀁟􀀮􀁾􀀭􀀭􀁟...,..-'".,.-----.....:.-... 􀀭􀁾􀁟..􀁾􀁟.._....􀀭􀀭􀁾 vice beins provided to other customers of said city. "'-' 􀁾􀀭
.._ -_ __._..􀁾􀀮􀁾􀀭􀁟-_ _-􀁾􀀭􀀬􀀬􀀭􀀭􀀭􀁟__ -....---11.. Service .will be provided to single family residences or duplexes situated on no more than one acre of land located immediately
adjacent to the cornmon boundary. B. The city providing the water and/or wastewater service contemplated hereunder shall charge the customer so served the same rates and 􀁡􀁳􀁳􀁯􀁣􀁩􀁾􀁴􀁥􀁤
charges as charged custo.mers whose property lies within its own areas and boundaries. C. Tbe customer being served.. will be required to pay a connection service charge to the city
furnishing service. The connection service charge shall be the then current amount established by the servicing city's ordinances. If a service charge is not specified by the current
ordinances for the size or type serv ice to be prov ided, the serv ice charge shall be the servicing city's actual cost for rendering the service. 2. RECIPROCAL WATER AND/OR WASTEWATER
SERVICE AGREEMENT FOR: (1) SINGLE FAMILY RESIDENCES OR DUPLEXES WHERE MAINS ARE NOT IN PLACE, (2) COMMERCIAL AND INDUSTRIAL COMPLEXES, (3) RESIDENTIAL SUBDIVISIONS, SUBDIVISIONS, APARTMENTS
OR TOWNHOUSES AND OTHER MULTI-DWELLING RESIDENTIAL UNITS. Dallas and Addison hereby mutually agree to provide temporary ,', water and/or wastewater service to customers along public
streets, roadways, alleys and easements upon written request of either city to the other, provided that neither city will be required to provide such service to customers of the other
city if doing so would result in a need for substantial construction or diminution of the level ,of service being provided 􀁴􀁯􀁾􀁴􀁨􀁥􀁲 customers of said city. p. 1?
B. The city providing thewater and/or wastewater service 􀁣􀁯􀁮􀁴􀁥􀁾􀁰􀁬􀁡􀁴􀁥􀁤 herein shall charge the customer so served one and one-half times 􀁾􀁨􀁥 rates and associated charges charged customers whose
property lies within its own areas and boundaries. C. As a precondition of recelvlng service, the customer being served may ,also be required to pay all or part of the costs determined
to be necessary to extend service and to pay the normal service 􀁣􀁾􀁡􀁲􀁧􀁥􀁳 for the type service being 􀁯􀁦􀁦􀁥􀁲􀁾􀁤􀀮 Applicability of costs of extending service shall be determined
by the 'officials designated in paragraph 4.A. of this agreement. Normal service costs will be determined as contemplated by paragraph l.C. The class of service contemplated by this
paragraph' 2 anticipates a temporary connection until such time as the city requesting service will have water and 􀁷􀁡􀁳􀁴􀁥􀁾􀁡􀁴􀁥􀁲 mains available. This category of service requires
consideration on an individual case basis. Determination will be rendered upon written request being made by the city in which the potential customer is located. Nothing contained herein
shall require that either city will be compelied to accept a customer classed under this paragraph 2 after a determination by the servicing city that service is not economical or otherwise
not in the best interest of the servicing city. p.18 • • ;. A. Service will be provided to the following type customers whose properties are. located 􀁩􀁭􀁭􀁥􀁤􀁩􀁡􀁴􀁥􀁌􀁹􀁾􀁡􀁤􀁪􀁡􀁣􀁥􀁮􀁴
to or in reasonable proximity of the common 􀁢􀁯􀁵􀁮􀁡􀁾􀁹􀀺 (1) Single family residences or duplexes where mains are not in place. (2) Individual commercial and industrial properties
containing no more than 200,000 square feet of bUilding floor space, provided that commercial or industrial facilities in excess of 200,000 square feet consuming only nominal 􀁡􀁭􀁯􀁵􀁾􀀺􀁴􀁳
of water or contributing only nominal amounts of wastewater may be considered as an exception to this prov,ision. (3) Specific residential subdivisions consisting of no more than 20
single family units and apartment complexes, townhouses or other types of multiple dwelling units consisting of no more than 35 single family units in the immediate area for which service
is being requested. 􀁾􀁡􀁮 03 01 11:21a
Jan 03 0 1 1 1 : 2 1 a p. 19 4. GENERAL TERMS AND CONDITIONS Rates to be charged for this class of service shall be the rates established by ordinances of the servicing city. The city
requesting the service shall pay full cost of any extension, facilities 􀁾􀁲 improvements required to make the service available. The amount of the charges shall be determined by the
officials designated in paragraph 4.A. of this agreement. Director of Water utilities P. O. Box 144 Addison, Texas 75001 For the City of Addison . . INDUSTRIAL OR OTHER COMPLEXES NOT
􀁒􀁾􀁃􀁉􀁐􀁒􀁌 SERVICES PROVIDED· (1) _ECTLY TO BORDERING' . For the city of Dallas Director, Dallas Water Utilities City Hall 1500 Marilla Dallas, Texas 75277 CONTEMPLATED BY PARAGRAPH
2. TEMPORARY CITIES AND (2) TO COM..'iERCIAL, A. The city requiring services shall initiate the request for reciprocal services by forwarding a written request for service. The request
shall be accompanied bya map which identifies the .J.ocation of the proposed properties. Approval of requests for serv ice shall be in wr i ting and will be Iorwarded or approved by
the following: When services are· requested and it is determined by the city from which service is 􀁾􀁥􀁱􀁵􀁥􀁳􀁴􀁥􀁤 that the service is appropriate and can be 􀁯􀁦􀁦􀁾􀁲􀁥􀁤 without
diminution of the level of service being prov ided to other customers of the serv icing city, Dallas and. Addison hereby mutually agree to prov ide temporary water and/or .wastewater
service on a reciprocal basis when (1) the service to be furnished is to be provided directly to the reciprocating city as the customer or, (2) the service to be furnished is for a 􀁣􀁯􀁾􀁾􀁥􀁲􀁣􀁩􀁡
􀁬􀀬 industrial, or other customer not meeting the criteria for service consideration in pa'ragraph 2. Service will be provided from mains in the public streets, roadways, alleys and
easements existing along the common boundaries of Dallas and Addison under the following terms and conditions, which shall apply equally to either city: The class of' service contemplated
by this 􀁾􀁡􀁧􀁲􀁡􀁰􀁨 3 shall be offered at the option of the servicing city. Determination of service feasibility will be rendered upon written request being made by the cfty 􀁾􀁥􀁱􀁵􀁩􀁲􀁩􀁮􀀹
service. Nothing contained herein shall require that either city, will be compelled to offer service after a deter'mination by the serv icing city that serv ice is not economical or
otherwise not in the best interest of the servicing city. • " 3.·
S. CLAIMS OF LIABILITY B. Meter boxes, service 'lines, laterals and other facilities necessary to provide service shall, upon installation, become the property of the city furnishing
service. C. The'customer ·to be served will sIgn a'contract with the city furnishing ,service, agreeing to abide by all the ordinances 'of that city which relate to the furnishing of
saie service. p.2:-0__ 4 .'-F. In the cases where a cusiomer receives water service from 􀁾􀁮􀁥 ci ty and wastewater serv ice from the other I the city furnishing water service wi.ll
provide the other city with monthly meter readings and water consumption information on such customers and will permit appropriate employees of the ci ty furnishing wastewater service
to read and examine the meters serving such customers to determine tbe accuracy of readings so furnished and to permit appropriate employees of the city furnishing wastewater service
to examine water consumption records of such customers, provided that no meter 􀁳􀁾􀁡􀁬􀁬 be removed or adjusted except by the city furnishing water service. E. If at any time the ci.ty
requesting ser'lis:e 􀁨􀁥􀁲􀁥􀁵􀁮􀁾 shall construct a main capable of providing w';ter and/or wastewater service to any customer being served under the terms .. of this agreement, then
upon request the city· so providing the service shall terminate same, reserving the right to remove its meters and materials from the property previously served; provided, the customer
shall bave a reasonable time, not to exceed one month, to connect to the new service. D. The city requesting service hereunder hereby grants to the city. providing such service authorization
to go upon the public streets, roadways,. alleys and easements of the former city for the purpose of installing, maintaining and removing such' facilities as are necessary to provide
service. It is further mutually agreed by Dallas and Addison that insofar as the services contemplated hereunder are performed by either city wi thin the. jurisdiction of the other city
and to that extent only I Dallas, and .Addison hereby mutually agree that they will release, hold harmless ana defend the other city from all claims of liability which result £rom damage
to property (real or personal) or persons arising directly or indirectly from the performance of the services • I provided for hereunder. 􀁊􀁾􀁮 03 01 11:22a ... .-. ....
􀁬􀀻􀁪􀁾 03 01 11: 14a -.., p. 1 􀁾􀀲􀀰􀀱 U8 > • WHOLESALE TREATED WATER CONTRACT OF DALLAS WHEREAS, Customer is desirous of purchasing water fdI and Dallas desires to make provisions
for the delivery a1 water to 􀁣􀁵􀁳􀁴􀁣􀁾􀁣􀀽 as set forth herein under the terms and i herein stated; and WHEREAS, both Dallas and Customer from 􀁴􀁩􀁭􀁾 to time have need to THE STATE
OF TEXAS COUNTY Texas, hereinafter called Customer. IIII, of THIS ::::::ct made and 􀁥􀁮􀀺􀀺􀀺􀀺􀁾 :;tOan:hi:et:::n 􀁴􀀺􀁾 D.allas, Texas, hereinafter called Dallas, and the City 01
request the other to furnish water and/or wastewater service to each other's customers along common 􀁾􀁯􀁵􀁮􀁤􀁡􀁲􀁹 lines wherein only one city nas facilities available; NOW, THEREFORE,
Dallas, and Customer in consideration of the terms, covenants, and conditions herein contained, hereby agree as follows: WIT N E SSE T H: 1.0 WATER SALES: 1.1 Dallas agrees to deliver
to Customer potable water in accordance with the specifications and restrictions in Section 3.0 hereof. Dallas agrees to provide potable water to meet volume and demand requirements
of Customer as provided herein. 1.. 2 Delivery of potable water to meet the requirements of Customer is subject to and limited by available system supply and system 1
· J,;;yn 03 01 11: 14a 􀁤􀁾􀀺􀁩􀁜􀁬􀁥􀁲􀁡􀁢􀁩􀁬􀁩􀁴􀁹􀀬 as determined by the Director of Water utilities of 􀁄􀁡􀁬􀁾􀁡􀁳􀀮 Such delivery shalr not be unreasonably withheld. 2.0 DEMAND;
CHANGES IN DEMAND: 2.1 "Demand" means the maximum ra te of flow mu tually established by Customer and Dallas tha·t may be taken by Customer wi thin a water year. 2.2 "Water year" means
the year beginning June 1 and ending May 31. 2.3 If Dallas fails to make available the currently established demand for seven or more consecutive days the 􀁤􀁥􀁾􀁡􀁮􀁤 charge for such
days shall be calculated by using the maximum rate of delivery for such days times the current annual demand charge divided by 365 times the number of days of reduced flow. 2.4 If Dallas
fails to make available the currently established demand for 30 or more consecutive .. days the demand charge for that -wa-ter y-e'ar shall be calculated by using the 􀁭􀁡􀁸􀁩􀁾􀁵􀁭
rate of delivery ......,. for such days times the current annual demand charge. 2.5 Customer shall give reasonable notice to Dallas of anticipated changes in demand requirements, Such
notice shall be given at least 6 months in advance if the requested change, Io:hen considered wi th other pending or contemporaneous requests, does not requi re p.2 􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁾
of additional facilities, The Director of Water Utili ties of Dallas ma1' waive the 6 month notice requi ::ement for good cause shown. If construction of additional facilities is required,
such advance 􀁮􀁾􀁴􀁩􀁣􀁥 as will be necessary to allow for financing, design and construction of the needed facilities shall be gi ven. 2
.J;an 03 01 11:15a p.3 .:. oversizing of the delivery facUi..ties for the benefit of Dallas or ar.-J custo:ne: 􀀴􀁾 (vr-􀁾􀁁􀁁􀀧􀀨􀀱􀀭􀁾􀀧􀀭􀀭 If Dallas elects to 􀁯􀁶􀁾􀁲􀁳􀁩􀁺􀁥 delivery
facilities, s?ecifications shall conform to Dallas requirements. other parties. of Dallas. LJ-L ()􀁙􀀧􀁾 􀁾􀁾tt--L1 S j e-C\V"? 􀁾􀀮 -t"t"\.t._ to by Dallas and Customer, 􀁃􀁾􀁳􀁴􀁯􀁭􀁥􀁲
shall be responsible for the design, contra;:ting, construction and financing of facilities ar:d the oversize specified by DaEas. Unless otherwise mutually agreed the difference between
customers required delivery facilities and Dallas shall oe responsible for oversi zing costs to the extent c: agrees that Dallas has the right to make periodic inspections during the
construction phase of the delivery facilities. Final acceptance of completed 􀁤􀁾􀁬􀁩􀁶􀁥􀁲􀁹 facilities is subject to the 􀁷􀁾􀁩􀁴􀁴􀁥􀁮 􀁡􀁰􀁰􀁲􀁯􀁾􀁡􀁾 acquisition of any right-of-way
for delivery of the water from 􀀺􀁾􀁨􀁩􀁢􀁩􀁴 B hereof or mutually 􀁡􀁾􀁲􀁥􀁥􀁤 upon at a a later date, shall 􀁾􀁥 borne by Custo:;ler, except that Dallas may elect to reqdre Dallas
system to the delivery point (s). Plans shall be submitted to Dallas for written approval and all designs, materials an5 3.1 Dallas agreeos to deliver water contracted for by Customer
at 􀁤􀁾􀁬􀁩􀀮􀀮􀀬􀁥􀀡􀀺􀁹 point (s) as delineated in Exhibit B attached hereto and at 3.0 DELIVERY POINT, ACCESS, ETC.: 2.7 Customer 􀁡􀁧􀁲􀁾􀁥􀁳 that Dallas I capability to provide
increases in demand or volume is subject to available supply and 􀁤􀁥􀁬􀁩􀁶􀁥􀁲􀁡􀁢􀁩􀁬􀁩􀁾􀀺􀀬 as determined by the Director of Water Utilities of Dallas. such additional ?oints as
may be mutually agreed upon by 􀁢􀁯􀁴􀁾 parties. The cost of all delivery facilities, whether delineated 􀁩􀁾 ·.. . , . . :-:-:-:':-:-:-:for each water year to pay annual demand charges
based on (1) the current water year demand or (2) the highest demand established during the five water years preceding, whichever is greater. . . ." ·. .. . . . ... · . 􀀺􀂫􀀺􀁾􀀺􀀺􀀡􀀮
'5 C!l:::to:ner 􀁡􀁧􀁲􀁾􀁥􀁳 to pay the total annual 􀁤􀁾􀀺􀁮􀁡􀁮􀁤 charge for :::::::.-:::::: increase in the agreed upon maximum demand during a water year;
4 Customer. electric service. p.4 Upon by a i?propri ate test, and naintain to delivery facili ties •title Dallas shall be responsibll:! for operation and Customer agrees to reimburse
Dallas for actual to install, operate, inspect, repaired. Each meter will be operated and maintained so as to if needed. :. 􀁾 l1nless otherwise agreed by both parties, Dallas shall
construct record wi th commercial accuracy. Dallas will notify customer pr ior to any meter tests. Either party has the right to request a meter be tested with .the other party having
the right to .,.;i tr.ess such test. If Customer requires an independent testing service be used, boundaries ir.stall, operate, inspect, test, and maintain facilities, and read meters
owned or maintained by Customer within Dallas. 3.6 It shall be the duty of either party to this contract to notify the other party in the event that the meter(s) is registering inaccurately
or malfunctioning so that the meter (5) can be 􀀿􀁲􀁯􀁾􀁰􀁴􀁬􀁹 employees and agents to all pre:nises inside Dallas I bounClaries to instrument(s) and maintain meter vaults, meters,
and all associated facilities, and obt,ain electric and telephone service in connection therewith, construction costs attributable to service of Customer, excluding costs of engineering,
design, telemetry equipment, telephone and employees and agents to all. its premises inside 􀁾􀁜􀀧􀀻􀀵􀁴􀁯􀁭􀁥􀁲􀀧5 facilities 'owned or maintained ,py Dallas within city 􀁬􀁩􀁾􀁩􀁴􀁳
of 3.4 Customer agrees to provide ingress and egress for Dallas and rights-of-way in conjunction therewith to Dallas. conveyance of 3.3 customer agrees that after final inspection and
acceptance of delivery facilities, Customer will convey title of those facilities 3.5 Dallas agrees to provide ingress and egress for Customer's maintenance thereof. .., .: -',' -. J
,a,n 03 0 1 1 1 : 1 5 a
" , Jan 03 01 11: 15a le_els commensurate with Customer's reduced demand. p.5 It is If meter{s) is found inaccurate, Dallas compensatory damages which are difficult or transmission,
treatment, delivery and service facilities. substitute for is found to be accurate. agreed by the parties that such liquidated damages are a reasonable on Customer's behalf for the cost
of installation of supply, 􀁾􀁾􀁰􀁯􀁳􀁳􀁩􀁢􀁬􀁥 to calculate herein. This obligation is intended by the parties not to be a penalty, but 􀁩􀁾􀁳􀁴􀁥􀁡􀁤􀀬 a reasonable measure of demand
charges at the billing level in effect at such cessation. been developed or acquired, Customer shall for five years or the 'I;ater from Dallas because such ot:-.er surface 􀁾􀀺􀁡􀁴􀁥􀁲
supplies have 5.2 If wi thin the term of this CC:ltract Customer ceases to take damages. 􀁾􀀮􀁯 BOOKS AND RECORDS: • 5 balance of this contract, whichever is less, remain liable for
This obligation, once established, 􀀤􀁾􀁡􀁬􀁬 serve as liquidated damages and is intended to compensate Dallas for the expe"lditures incurred 􀁾􀁵􀀿􀁰􀁬􀀬 the demand amount mutuall;
established under Section 2 􀁾􀁥􀀺􀀺􀁥􀀧􀀩􀁦􀀮 In such event Dallas may .. 2dju5t its supply obligation to supplies from any source other tha:l Dallas, resulting in reduced de:nand from
Dallas, then Dallas is ::eleased from the obligation to 5.1 If Customer develops or 􀁡􀁣􀁱􀁾􀁩􀁲􀁥􀁳 additional surface water $hall pay the costs of said testing service. .books and
records of the Customer's i'later Utili ties at reasonable 5.0 ADDITIONAL SURFACE WATER SUPPLIES: .":'·.::::0....'?r shall pay the cost of sa i6 testing service if the meter (s) Dallas
agrees that Customer or its agent may have access to the books and records of Dallas Water 0 tili ties at reasonable times. Customer agrees that Dallas or its agent may have access to
the :: ..:
6 p.6 The capital Dallas will furnish • • "Convey" means sell, trade, donate, exchange, transfer 11 : 15a 6 months notice of intent to revise rates. Custor.1er a draft copy of the Cost
of Service Study for Proposed ll.ates thirty (30) days prior to Dallas su1:.mitting a rate increase request to its City Council. ordinance to revise the rates charged, from time to ::i;ne
as needed, 7.2 Customer understands that Dallas City Council has the right by Agreement attached hereto. Dallas shall give customer a ...,i:1imurn of 7.3 Customer agrees to give Dallas
a minimum of 30 days notice of intent to protest rates or any other condition of service. herein, shall be established by ordinance of Dallas. 7.4 Dallas agrees to render a statement
of charges monthly. Payment is 􀁤􀁾􀁥 upon receipt of statement. customer agrees to· pay promptly. Demand charge shall be billed monthly. metering facilities shall be excluded from the
rate base. to cover all reasonable, actual and 􀁥􀁸􀁰􀁥􀁣􀁴􀁾􀁤 costs. Any 􀁲􀁾􀁶􀀺􀁳􀁩􀁯􀁮 of rates shall be pursuant to pri nciples set for th in the l1emorandurn of costs contributed
by the Customer for celivery facilities and \-I·a ter • 7.1 Rates charged Customer, inclucing demand charses established 7.0 RATES AND PAYMENT: title, or contract therefor. Customer
agrees not to 􀁳􀁥􀁾􀁬 water 􀁰􀁵􀁲􀁣􀁨􀁡􀁳􀁾􀁤 from Dallas to any person or entity outside Customer's corporate boundaries (as may be adjusted from time to time) unless Customer has
received prior 􀁾􀁲􀁩􀁴􀁴􀁥􀁮 approval from the Director of Water Utilities of Dallas. In granting such authorization, Dallas may establish the terms and conditions of the conveyance
of such water including, 􀁾􀁵􀁴 not restricted to, ·the setting of monetary rates for sale of such .·.f,"
7 B.O CURTAILMENT: 9.0 RIGHTS-OF-WAY AND STREET USE: p.? and The last to the curtailment of water delivery • relating 11 : 15a rules 9.1 Customer agrees to furnish any rights-of-way
necessary within or wi thout Customer IS boundaries for Dallas to make deli very of water availability, Dallas agrees to impost! such restr ictions and grant (3.3 1'0 the extent Dallas
impos'S!s restrictions or grants pr i vileges as provided in Section 3 hereof, anc to convey such right-of-way to Dallas as therein provided. conservation plan. such privileges equitably
and in a non-discriminatory fashion. for each day the meter has -not functioned correctly. 􀀵􀁥􀁾􀁳􀁩􀁴􀁩􀁶􀁥 manner. upon request, 0ustomer will furnish a copy of its and demano management
􀁰􀁲􀁡􀁣􀁴􀁩􀁣􀁾􀁳 which insure that the availaole surply is used in an economically efficient and environmentally upon its sales. within Dallas, Dallas may impose a like curtailment
on deliveries to Customer. Customer will cooperate by imposing conservation measures "1 _51" thp. event a meter (s) is discovered malfunctioning, then the amount of water that has passed
through the meter will be estimated .:>f general applicabili ty to itself and customer ci ties, i nclueing 6;1 Customer agrees that if water supplies or services are curtailed correctly
measured monthly consumption will be used as a basis for 8'Jtually computing the "amount of water delivered to the Customer during the 􀁴􀁩􀁭􀁾 the meter has not been fUrictioning correctly.
8.2 Dallas is required by federal contract to submi t for approval a ·....ater conservation plim which incorporates loss reduction measu:es ,-, .j" , J.a.n 03 01
Jan 03 01 11:16a p.8 .: " ".:( 􀁾􀀮 9 . 􀁾 C;I:; t·:-ffi·H <\9 r ees that wi th prior \·..ri t ten approval 0: C;:s tom':r , 􀁮􀁾􀁾􀁬􀁡􀁳 may use streets, alleys and public 􀁲􀁩􀁧􀁨􀁴􀁳􀀭􀁯􀁦􀀭􀁾􀁡􀁹
within Customer's boundaries for pipeline purposes to provide water to Customer or to other customers without charges or tolls provided that Dallas. makes the necessary repairs to restore
the streets, alleys or public rights-of-way used to their original condition. 9.3 Dallas agrees that, with prior written approval of Dallas, Customer may use Dallas streets, alleys and
public rights-of-way, wi thin Dallas boundar ies for pipeline purposes to provide water to Customer without charges or tolls, provided Customer makes neoessary r-:!i?airs to restore
the streets, alleys or public 􀁲􀁩􀁧􀁨􀁴􀁳􀀭􀁯􀁾􀀭.....sy ·used to their original condition. ;'(;.0 STANi:lARDS: 10.1 Customer shall protect Customer's storage and 􀁤􀁩􀁳􀁴􀁲􀁾􀁴􀁊􀁴􀀺􀁯􀁮
system from cross connections under the specifications required by heelth standards of the State of 􀁔􀁾􀁸􀁡􀁳􀀮 10.2 Customer agrees to provide air gaps for any ground storag,: and
􀀺􀁾􀁣􀁾􀁦􀁬􀁯􀁷 preventers for any elevated storage • . 􀁾􀁏􀀮􀀳 Customer agrees to provide internal storage sufficient to meet its emergency needs and to maintain a reasonable load
f 􀁡􀁃􀁾􀁃􀁌 for 􀁪􀀺􀀺􀀺􀁾􀀢􀁩􀁶􀁾􀁲􀁩􀁥􀁳 from Dallas to Customer. :l.O MEMORANDUM OF AGREEMENT: The Hemorandum of Agreement, attached hereto and marked 􀁣􀀻􀁹􀀮􀁾􀁩􀁢􀁩􀁴 ;." effective
Decemb.er 17, 1979, and executed by various Customer ,::nti ties is incorporated herein, as if copied Iyord for wo::d a:1d is :;""cle a part of this agreement. Any revision of the 􀁾􀁴􀁥􀁭􀁯􀁲􀁡􀀻􀀻�
�􀁵􀀮􀀧􀁔􀀱 of 􀁁􀁧􀁲􀁥􀁾􀁭􀁥􀁮􀁴􀀬 according to its terms and not in conflict he:ewith, 8
􀀺􀀡􀀮􀁾􀀮􀁯 TERM: 10 p.9 Exhibit F Exhibit B These Exhibits are • The parties herein agree that this contract shall 􀁾􀁥 enforceable 15.0 'i"SNUE: in Dallas, Texas., and if legal action
is necessary to 􀁾􀀻􀀺􀁦􀁯􀁲􀁣􀁥 it, exclusive venue shall lie in 􀁄􀁡􀁬􀁬􀁡􀁳􀁃􀁣􀁾􀁮􀁴􀁹􀀬 Texas. 16.0 NO VERBAL AGREEMENT: This contt'act contains all commi tments and agreeme;'1ts
of the force or effect if not contained herein. S?ecial provisions applicable to this contract a:e attached j"e;;!"s, from the date of execution of t:)e contract. pa:tics hereto and
no verbal or written commitments sha:l have any 􀁔􀁾􀁩􀁳 contract shall remain in fo:ce and effect for a :erm of 30 􀁾􀁡􀀵􀁴􀁥􀁷􀁡􀁴􀁥􀁲 services. provides conditions under which the
contracting parties may provide Co:".tract may provide each other :.li th temporary water and/or pe:uliarly applicable to the contract with Customer. 􀁤􀁥􀁾􀁩􀁮􀁥􀁡􀁴􀁥􀁳 the delivery
facilities. Exhibit C contains provisions incorporated herein, as if copied word for word. hereto and styled Exhibits B, C, and F. ·>--:1".:·::-;;,0;11135 and Customer agre':! 􀁾􀁨􀁡􀁴􀀬
i'"l the 􀁥􀀭􀀻􀁾􀀺􀀱􀁾 of any reci?rocal water and/or wastewater services to customers 􀁡􀁬􀁯􀁾􀁧 their ::or:lillOn boundaries and conditions under ....'hich the part:'es t.o this .:1':!fa'Jlt,
the other party shall have available to it t:-.e equitable remedy of specific perforrnange in addition to other legal or 􀁥􀁱􀁾􀁩􀁴􀁡􀁢􀁬􀁥 remedies which may be available to such party.
13.0 SPECIAL PROVISIONS: ..-f 􀀮􀁊􀁾􀁮 03 01 11:16a \.
􀁊􀁾􀁮 03 01 11:1?a p. 10 20.0 NOTICES: this contract. 19.0 C;"PTIONS: t . City of Dallas, Texas Attn: City 􀁍􀁡􀁮􀁡􀁧􀁾􀁲 Ci ty Hall Dallas, Texas 75201 Dallas 11 City of Addison, Texas
Attn: City Manager ? O. Box 144 􀁾􀁤􀁤􀁩􀁳􀁯􀁮􀀬 Texas 75001 Customer post3ge prepaid: The captions to the various clauses of this contract are for In interpreting the var ious provisions
of this contract in a .z..ny notice required under this contract may be gi.ven to the r.espe=tive parties at the following addresses by Certi:ied Mail, terms and conditions of this contract.
􀁩􀁮􀁦􀁯􀁾􀁭􀁡􀁴􀁩􀁯􀁮􀁡􀁬 purposes only 􀁡􀁮􀁤􀁟􀁾􀁨􀁡􀁬􀁬 not alter the 􀁳􀁵􀁢􀁳􀁴􀁡􀁾􀁣􀁥 of the This contract is made subject to all applicable laws of the State of Texas and the
United States. 18.0 CONTRACT INTERPRETATION: Court of Law, any said court having j udsdiction shall apply the laws of the State of Texas to interpret the terms and provisions of 17.0
APPLICABLE LAWS: ..\.". ..' .,
J.an 03 01 11: 17a p. 11 􀁾􀀭 J;.;;8;:;n.=.ua:;.;r:,,:y I 19 82, by 􀁂􀁹􀁾􀁃􀀻􀁚􀀻􀀻􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀁾􀁾􀀢􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀱􀁜􀁰􀀭 Jerry Reddfng, Mayor 􀁉􀁾 APPROVED AS TO FORM: LEE E.
HOLT, City Attorney CITY OF DALLAS CITY MANAGER day of CITY OF 1-.DDISON ;,\';;'TEST: A"!'T3ST: hddison. 􀁃􀀨􀀩􀁕􀁾􀁔􀁅􀁒􀁓􀁉􀁇􀁎􀁅􀁄􀀺 􀁁􀀿􀁐􀁾􀁏􀁖􀁅􀁄 AS TO FORM: 􀁾􀀽􀀻􀀻􀀺􀀮􀀮􀀮􀀮􀀭
􀁴􀁾􀁾 􀁤􀁾􀁬􀁹 authorized officers of the City of Dallas, and the "City of 12 􀀮􀀮􀁁􀀮􀀮􀀮􀁒􀁏􀁂􀁾􀁓􀁌􀁏􀁁􀁎 , I City Secretary -::X:::CUTED th is the _---:;6....:;th::..-_ " .......
,." ···:l -"
3. Responsibilities: ,4., Rate Settinq Principles. (for who+esale 􀁴􀁲􀁥􀁣􀁾􀁥􀁤 \oVater) p. 12 The initial ntes • EXHIBIT A 1 5. Initial Rates and Rate Base Allocations: accepted under
this 􀁡􀁧􀁲􀁥􀁥􀁭􀁥􀁾􀁴 are: c. All: existing and future reservoirs and associated facilities are' to be included in coml·t10n rate base. Customer cities 􀁾􀁳 a class, shall pay their
proportionate share of ,costs for reservoir storage, incluc5ing that portion beld for future use. Initially,' customer cities shall cover 26% of total reservoir costs. This percentage
sha'll be', .increased or decreased in direct proportion to future changes in actual uS2ge in conjunction with periodic cost of 0 serv ice . studies. (Dallas -oavs the balance.) Allocation
of other costs is to be based 􀁾􀁮 'current use. e. At the end of ten 􀁹􀁥􀁾􀁲􀁳􀀬 and each ten years thereafter, the City of Dallas or a majority of customer cities who are a party
to. this agreement may request a review of the above rate setting 􀁰􀁲􀁩􀁮􀁣􀁩􀁰􀁬􀁥􀁳􀁾 and if so, the principles shall be subject to 􀁲􀁥􀁮􀁥􀁧􀁯􀁴􀁩􀁡􀁾􀁩􀁯􀁮􀀮 , a. Dallas is responsible
for planning, financing, constructing and ope rating ,the water supply system to the extent, permitted by 'available water revenues, ror developing cost of service information to SU?por:t
rat'e:, changes, and for.' informing customer cities of changes and financial 􀁤􀁾􀁴􀁡􀀮 b. Customer' cities are responsible for keeping Dallas informed concerning .their projected 􀁾􀁣􀁴􀁥􀁲
supply needs and c?erating requirements, for planning and managing their system to ?romote water conservation and efficient system o?eration,and for paying rates cdeguate to covet costs
incurred in providing service to them. b. Dallas is to receive a rate of return on rate base equal to embedded interest rate plUS 1.5%, which is agreed. to be an adecuate return to cover
its costs and risks and as 􀁾􀁯􀁲􀁮􀀿􀁥􀁮􀁳􀁡􀁴􀁩􀁯􀁮 for 􀁯􀁾􀁾􀁥􀁲􀁳􀁨􀁩􀁰 ana management responsibilities. d. There will, be a two part rate (volume ana demand), with allocation;
of. costs in rca te oesign to encourage efficien t operatio.n..'.of w.ater system. a. Revenue requirements are' to be determined on utility basis, _...a t or i9 inal cO,st. 2. Water
Svstem' Policy: Dallas operate's a wa te r system to. prov.ide· safe and re:liabl,e water 'supply, adequate for the current water use and future growth of Dallas and customer 'cities,
and to avoid any 􀁳􀁵􀁢􀁳􀁴􀁾􀁮􀁴􀁩􀁡􀁬 subsidization ot any class of customers by any other class of customers. 1. Purpose: The purpose of this 􀁾􀁧􀁲􀁥􀀧􀁥􀁩􀀱􀁬􀁥􀁮􀁴 is to settle
curreJ:jt rate disputes, and to provide a basis for determining rates in the future.· "." . . J,an 03 01 11:18a -y' 0, , •
-. J,an 03 01 11: 1Sa p.13 .' 25.7% 19.4% 19.4% 19.4% 2.3% . H. 4\· -H. 04t/1 00.0 gal Flowe'r Mound Municipal . Utility District U City of Grand .Prairie City of Farmers 'Branch .B.y.:
· _.....;... _ '. 􀁾 Rate of :Flow Ci ti es -􀀧􀁾􀁴􀁲􀁯􀁬􀀱􀁥􀁲 Reservoirs Raw 'Water Transmission Pur ifi cation :FaciH ti es Treated Water. Transmission Distribution 􀁏􀁴􀁨􀁥􀁾􀀯􀁁􀁤􀁲􀁮􀁩􀁮􀁩􀁳􀁴�
�􀁡􀁴􀁩􀁯􀁮 :Flat :Rate Cities By: 9. Individual Interest: 'in Reservoir the City of. Dallas will neoo.t.i·ate with ,s uch customer ci ti es that desir e to ourchase an individual interest
in the pz·esent Dellas reservoir system. This offer to negotiate shall not extend past 9/1/82. B. Individual contracts for wholesale water service between Dallas and custCIiler cities
will be consistent ....ith .this Mernozanoum of Agr.eernent. Dallas and customer cities will honor their existing water service contracts. Initial Rate Base Allocations-shall'be as follows:
6. 􀁔􀁥􀁲􀁲􀁮􀁾􀀺􀂷􀀧􀀮􀂷 The t'erm 'of' 'this agreement is thirty years,' years,' and such 􀁯􀁤􀁤􀁩􀁴􀁩􀁯􀁮􀁾 periods.as.the·parties may agree upon. .. . . ./7.: Jl..l::rDroved· chanQes:
'Changes in the rate setting. principles or other conditions may be made' by mutual agreement of ell parties 'at any time. If any state or federal governmental agency having jux:isdiction
disa.pproves c:.ny lilaterial part of "this agreement during the term, the agreement-is subject to cancellation by any party. 2 􀁄􀁡􀀱􀀮􀀱􀁡􀁾 -will prepare a' 􀁾􀁣􀁳􀁴 of service, study
to support these rates and ·al.locations, and will submit it to the customer cities to review and accept·prior to submission to the Texas Water Commission. . .-", 10. Execution of this'
aqreement by the undersigned indicate that such. individuals will recommenc totheir respective city councils or governing boards 􀁳􀁥􀁴􀁴􀁬􀁾􀁬􀁮􀁥􀁮􀁴 of the rate controversy· on the basis, set forth herein. . . Water Control and.Im?rovement 'District No._ 6
. 􀁃􀀮􀁩􀁴􀁾􀁁􀁾􀁤􀁏􀁤􀁦􀁾􀁓􀁾􀁾􀀻􀀢􀀯􀁾 .. BY:·" 􀀧􀀭􀁣􀀴􀁗􀀴􀀢􀀧􀁾􀁾􀀭􀀧 .....􀁾􀁾􀀮􀀺 >._ . . City of Balch 􀀮􀁓􀁰􀁲􀁩􀁮􀀹􀁾􀂷
. 􀁊􀁾􀁮 03 01 11:1Sa p. 14 .......... City of Richardson , 􀁾􀀧􀁩 1:Y o.i Irving 3 􀀺􀀺􀁾􀀯􀁑􀂣􀁾􀁌􀁌 hereto. . City of Dallas :'... at:..ached .... , . '." . -, " ..... .: ", "e':
•.' '. .. 5445B/d:ld City of Duncanville . I J •• 􀁾􀀮 L-y, til 􀀮􀁾􀂭 By: 􀁊􀁦􀁴􀂷􀀧􀁦􀀬􀀧􀁖􀁶􀁖􀀭􀀮􀀮􀁊􀁾􀁜􀁾 () City 􀀰􀁙􀁾􀁈􀀿􀀺􀀮 􀁂􀁙􀀺􀀮􀁾􀁾 ....... . . .I ...: ':., ' .. • •
• ,# • .􀁾􀁦􀁦􀀧􀁥􀁣􀁴􀁾 􀁶􀁥􀁾􀀺􀁄􀁾􀁴􀁩􀁾 ,.􀀧􀀺􀁨􀁾􀀧􀀢 􀁾􀁢􀁯􀁶􀁥􀁾􀁾􀀻􀀧􀁾􀁾􀁾􀁵􀁩􀁮 􀀧􀁾􀁾􀁦􀀧 􀁁􀁾􀁲􀁥􀁥􀁾􀁮􀁴 􀁷􀁾􀁳􀀧 􀁡􀁰􀁰􀁾􀀧􀁾􀁾􀀧􀁾􀁤􀁾 b; ·:the '􀁯􀁯􀁶􀁾􀁾􀁾􀁩􀀧􀁮􀁧 body
of :tRe :pam 􀁥􀁾 -executi.n,g .same. 􀁾􀁦􀁨􀁥 ra1:es' pr.o'vitled for ·'therein 􀀧􀁷􀁥􀁲􀁾 ., implemented by an Qr-dinance 􀁰􀁡􀁳􀁳􀁥􀁾 hy. 􀁾􀁨􀁥 nal1as tity (ouncil .on December 12.
1979 and "the, 􀁣􀁯􀁭􀁰􀁬􀁡􀁩􀁮􀁴􀁳􀁾􀁻􀀩􀀢􀁦􀀧􀀺􀀬􀁡􀁬􀀱 "customers executing such '. agr-eement' were dismissed . by the 􀀺􀁲􀁥􀁸􀁡􀁳􀀧􀁾􀀮􀁗􀁇􀁩􀀺􀁥􀁲 􀁃􀁯􀁲􀁭􀁲􀁩􀀮􀁳􀁳􀀺􀁩􀁾􀁮-tOn
·..Decembe!, 17 􀁾 1979. , Such a-greement ,therefore .' became effecti:ve"on 'Dec,ember,';l Z.'::·J979•• , , . ' ' . . , .. 􀀬􀀺􀁾􀀧􀀺􀁾􀀺􀀺􀀮􀁾􀀮􀀯􀀧􀀮􀀢 􀀺􀁾􀂷􀀺􀀬􀁾􀀺􀀬􀀧􀀼􀀯􀁾􀁎􀁾􀀺􀀯􀂷􀁾􀀧􀁆􀀢
-," .' ,-' ....::.
J,a.n 03 0 1 11: 1 9 a p.15 EXHIBIT B .' Description Demand 'cajiibIlities: Payment Operation and Maintenance . 'of Standby 􀁾Anticipated 'Future FaCilities DELIVERY 'FACILITIES A. Customer',s
pr:imal:)' delivery facility is a rate of flow controlled 􀁾􀁥􀁴􀁥􀁲􀀱􀁮􀁧 station located at 15100 Surveyor Boulevard, inside Addison's city limits. This metering 'station, is ·equipped
vith a 12" Venturi meter and associ-, ated equipment, including telemetry'equipment that is tied into Dallas' control station. B. Customer has two standby services as follows: 1. An
8" fire service meter located at the northeast . corner of Addison and Beltline Roads inside customer's city limits. This service is fed by Dallas' 54" main located in Beltline Road
right-of-way. 2. A. 6" fire sel:Vi.ce meter located at 4961 Westgrove Drive (northeast corner of Dallas Parkway and Westgrove), inside Dallas' city limits. This service is fed by Dallas'
16" main located in Dallas Parkway right-ofvay. A. The 12" Venturi meter's maximum delivery delivery capability is 4.0 MGD. B. The 8" fire service meter's maximlIlll delivery capability
is 3.0 MGD. C. The 6" fire service meter's maximum delivery catiability is 2.5 MGD. Customer shall pay nallas the prevailing ordinance rate as a standby fee for the 6" and 8" meters.
If the standby services should be activated the volume taken shall be billed in the folloving billing cycle. A. Dallas agrees' that at least one time during the water year, both customer
"''lid Dallas lri.ll jointly operate the standby meters. Either customer or Dallas may establish the time and date 'for this operation. B. Dallas ,agrees ·to instruct customer's personnel
on operation of the standby meters and vault equipment. However, customer shall not operate the equipment vithout first notifying Dallas. ;':..1£ practical, Dallas May elec t to be present
at .",the·time.>;customer operates Dallas' equipment. ·C. Only .Dallas" 􀁰􀁾􀁲􀁳􀁯􀁮􀁮􀁥􀁬 or agents will be pen.d.t:ted to perform ·tests and make repairs to the standby meters. Customer
will be notified prior to Dallas' performing . tests and repairs. Customers may witness such tests and 􀀧􀁲􀁥􀁰􀁡􀁩􀁔􀁳􀁾 '. Addison has;informed Dallas that Addison's 'peak demand may
increase ·to 30 MGD jn the future. At the effective date of this contract: Dallas and Addison are in the process of evaluating Addison's future demands, 􀁡􀁮􀁤􀂷􀁾􀁴 is contemplated
that a properly sized delivery facility will be constructed by Addison as a result of evaluating Engineering studies prepared for this purpose. Dallas' obligations to meet Addison's
future demand are specified in paragraphs 1.1 and 1.2.
J,an 03 01 11:20a 􀁅􀁾􀁾􀁉􀁂􀁉􀁔 C SPECIAL CONTRACT CONDITIONS/AGREEMENTS At the date of the initial contract no special 􀁣􀁯􀁮􀁤􀁩􀁾􀁩􀁯􀁮􀁳 or agreemencs 􀁾􀁥􀁲􀁥 required. It is ·contemplated
that if special 􀁣􀁯􀁾􀁤􀁩􀁴􀁩􀁯􀁮􀁳 or agreemencs pertaining to this contract are required in the future, this 􀁰􀁲􀁥􀁾􀁥􀁮􀁴 Exhibit C 􀁾􀁬 be ;eplaced. 􀁾􀀧􀀮􀀧 p.1S
􀀬􀁾􀁾􀁮 03 01 11:20a •• EXHIBIT F RECIPROCAL WATER AND/OR WASTEWATER SERVICE AGREEMENT 1. RECIPROCAL WATER AND/OR WASTEWATER SERVICE AGREEMENT FOR SINGLE FAMILY RESIDENCES OR DUPLEXES
-WHEN SERVICING CITY HAS MAINS IN PLACE Dallas and Addison hereby mutually agree, that when 'mains of the servicing city are currently in place, to provide water and/or wastewater service
to customers along public streets, roadways, alleys and easements upon written request of either city to the other., p-ro-v-id-ed--th-a-t -n-ei-th.e.r._cit-y_w.il_l -be--re-qu-ir-e-d
-to_orovide such ......._..􀀭􀁾􀀮􀀭􀀭􀀮􀀮􀀮􀁟􀀭 􀁳􀁾􀁩􀁣􀁥 to 􀁾􀀮􀁾􀀺􀁡􀁴􀁾􀁾􀁾􀀮􀀡􀀽􀀮􀁾􀁟..􀁾􀁾􀁟􀀬􀀡􀀺􀁅􀀮􀁾􀁟..􀁾􀀮􀀡􀀺􀁾􀁾􀀻 ...􀁾􀁣􀀮􀁾􀀮􀁾􀁸􀀮􀀮􀁾􀀮􀁾􀁾􀁾 ..􀁟􀁾􀀿􀁟􀁾􀁾􀀼􀀻􀀡􀀮􀁾􀀼􀁬􀀮􀁟􀁾􀁾
􀁍􀀭􀀮􀁲􀀮􀁥􀀮􀁳􀁵􀁊􀀮􀀮􀁴 ....in.. a n_eed for substa_nti_al .....const.r.....u_c...t.-io-n -o.r.---d..i.m:-i-n-.ution 4􀁯􀁦_􀁾·...􀁾􀁴􀁨􀁥 l-e_v...e·_l_.o.􀁟f􀀭se􀁾rvice beins provided
to other customers of said city • ....---_.---_ -_ ,..__ -􀁾􀀭 _._ ---_..__ __ -_-􀁾􀀮􀀮 Service .will be provided to single family residences or duplexes situated on no more than one
acre of land located immediately adjacent to the common boundary. B. The city providing the water and/or wastewater service contemplated hereunder shall charge the customer so served
the same rates and 􀁡􀁳􀁳􀁯􀁣􀁩􀁾􀁴􀁥􀁤 charges as charged custo.mers whose property lies within its own areas and boundaries. C. The customer being served·· will be required to pay
a connection service charge to the city furnishing service. The connection service charge shall be the then current amount established by the servicing city's ordinances. If a service
charge is not specified by the current ordinances for the si ze or type serv ice to be prov ided, the serv ice charge shall be the servicing city's actual cost for rendering the service.
2. RECIPROCAL WATER AND/OR WASTEWATER SERVICE AGREEMENT FOR: (1) SINGLE FAMILY RESIDENCES OR DUPLEXES WHERE MAINS ARE NOT IN PLACE, (2) COMMERCIAL AND INDUSTRIAL COMPLEXES, (3) RESIDENTIAL
SUBDIVISIONS, APARTMENTS OR TOWNHOUSES AND OTHER MULTI-DWELLING RESIDENTIAL UNITS. Dallas and Addison 􀁨􀁥􀁲􀁥􀁾􀁸 mutually agree to provide temporary water and/or wastewater service
to customers along public streets, roadways, alleys and easements upon written request of either city to the other, provided that neither city will be required to provide such service
to customers of the other city if doing so would result in a need for substantial construction or diminution of the level .of service being provided 􀁴􀁯􀁾􀁴􀁨􀁥􀁲 customers of said
city. p. 17
A. Service will be provided to the following type customers whose properties are, located 􀁩􀁭􀁭􀁥􀁤􀁩􀁡􀁴􀁥􀁌􀁹􀁾􀁡􀁤􀁪􀁡􀁣􀁥􀁮􀁴 to or in reasonable proximity of the common 􀁢􀁯􀁵􀁮􀁤􀁾􀁾􀁹􀀺
B. The city providing the water and/or wastewater service contemplated herein shall charge the customer so served one and one-half times 􀁾􀁨􀁥 rates and associated charges charged customers
whose property lies within its own areas and boundaries. c. As a precondition of recelvlng service, the customer being served may ,also be required to pay all or part of the costs determined
to be necessary to extend service and to pay the norma1 service 􀁣􀁾􀁡􀁲􀁧􀁥􀁳 for the type service being offered. Applicability-of costs of extending service shall be determined by
the 'o£ficials designated in paragraph 4.A. of this agreement. ,Normal service costs will be determined as contemplated by paragraph 1.C. p.18 • • .... (1) Single family residences or
duplexes where mains are not in place. (2) Individual commercial and industrial properties containing no more than 200,000 square feet of building floor space, provided that commercial
or industrial facilities in excess of 200,000 square feet consuming only nominal amou.n;ts of water or contributing only nominal amounts of wastewater may be considered as an exception
to this prov,ision. (3) Specific residential SUbdivisions consisting of no more than 20 single family units and apartment complexes, townhouses or other types of multiple dwelling units
consisting of no more than 35 single family units in the immediate area for which service is being requested. The class of service contemplated by this paragraph'2 anticipates a temporary
connection until such time as the city requesting service will have watet and 􀁷􀁡􀁳􀁴􀁥􀁾􀁡􀁴􀁥􀁲 mains available. This category of service requires consideration on an individual case
basis. Determination will be rendered upon written request being made by the city in which the potential customer is located. Nothing contained herein shall require that either city
will be compelied to accept a customer classed under this paragraph 2 after a determination by the servicing city that service is not economical or otherwise not in the best interest
of the servicing city. 􀀬􀁾􀁡􀁮 03 01 11:21a . ,
􀁾􀁾􀁮 03 01 11:21a p.1S 4. GENERAL TERMS AND CONDITIONS Rates to be charged for this class of service shall be the rates established by ordinances of the servicing city. The ci ty requesting
the service shall pay full cost of any extension, facilities ?r improvements required to make the service available. The amount of the charges shall be determined by the officials designated
in paragraph 4.A. of this agreement. Director of Water Utilities P. O. Box 144 Addison, Texas 75001 For the City of Addison Director, Dallas Water Utilities City Ball 1500 Marilla Dallas,
Texas 75277 For the City of Dallas The city requiring services shall initiate the request 'for reciprocal services by forwarding a written request for service. The request shall be accompanied
by,a map which identifies 􀁴􀁨􀁥􀀮􀁬􀁯􀁾􀀮􀁡􀁴􀁩􀁯􀁮 of the proposed properties. Approval of requests for serv ice shall be in wr i ting and will be Iorwarded or approved by the following:
A. 􀁾 􀁾􀁅􀁍􀁐􀁏􀁒􀁁􀁒􀁙 􀁒􀁾􀁃􀁾􀁐􀁒􀁾 SERVICES 􀁐􀁒􀁏􀁾􀁉􀁄􀁅􀁄 (1) 1) 􀁾􀁅􀁃􀁔􀁌􀁙 TO 􀁂􀀶􀁒􀁮􀁅􀁒􀁉􀁎􀁾 CITIES AND (2) TO 􀁃􀁏􀁾􀁾􀁅􀁒􀁃􀁉􀁁􀁌􀀬 INDUSTRIAL OR OTHER COMPLEXES NOT
CONTEMPLATED BY PARAGRAPH 2. The class of' service contemplated by this 􀁾􀁡􀁧􀁲􀁡􀁰􀁨 3 shall be offered at the option of tbe servicing city. Determination of ser-' vice feasibility
will be rendered upon written request being made by the city 􀁲􀁥􀁱􀁵􀁩􀁲􀁩􀁾􀁧 service. Nothing contained herein shall require that either city· will be compelled to offer service after
a deter·mination by the servicing city that service is not economical or otherwise not in the best interest ot the servicing city. Service will be provided from mains in the public streets,
roadways, alleys and easements existing along the common boundaries of Dallas and Addison under the following terms and conditions, which shall apply equally to either city: When services
are, requested and it is, determined by the city from which service is requested that the service is appropriate and can be offered without diminution of the level of service being provided
to other customers of the servicing city, Dallas and, Addison 􀁨􀁥􀁲􀁥􀁾􀁹 mutually agr.ee'to provide temporary water and/or .wastewater service on a reciprocal basis when (1) the service
to be furnished is to be provided directly to the reciprocating city as the customer or, (2) the service to be furnished is for a 􀁣􀁯􀁾􀁾􀁥􀁲􀁣􀁩􀁡􀁬􀀬 industrial, or other customer
not meeting the criteria for service consideration in pa'ragraph 2. ". '. 3.·
It is further mutually agreed by Da11as and Addison that insofar as the services contemplated hereunder are performed by either city wi thin the. jurisdiction of the other city and to
that extent only, Dallas, and .Addison hereby mutually agree that they will re1ease, hold harmless and defend the other city from all claims of liability which resu1t from damage to
property (real or personal) or persons arising directly or indirectly from the performance of the servicesI provided for hereunder. Jan 03 01 11:22a 5. CLAIMS OF LIABILITY p.20---4 .'-F.
In the cases where a customer receives water service: from 􀁾􀁮􀁥 city and wastewater service from the other, the city furnishing water service wi.ll provide the other city with monthly
meter readings and water consumption information on such customers and will permit appropriate employees of the ci ty furnishing wastewater serv.ice to read and examine the meters serving
such customers to determine the accuracy of readings so furnished and to permit appropriate employees of the city furnishing wastewater service to examine water con 􀁳􀁵􀁲􀁮􀁰􀁾􀁾􀁯􀁮
records of such customers, provided that no meter sha11 be removed or adjusted except by the city furnishing water service.. . D. The city requesting service he=eunder hereby grants
to the city. providing such service authorization to go upon the public streets, roadways,. alleys and easements of the former city for the purpose of installing, maintaining and removing
such' facilities as are necessary to provide service. B. Meter boxes, service 'lines, laterals and other facilities necessary 􀁾􀁯 provide service shall, upon installation, become the
property of the city furnishing service. C. The'customer ·to be served wi11 􀁾􀁩􀁧􀁮 a'contract with the city furnishing ,service, agreeing to abide by a1l the ordinances 'of that city
which relate to the furnishing of said service. E. If at any time the ci.ty requesting servi.s:e hereunde.I: shall construct a main capable of providing 􀁷􀀧􀁾􀁴􀁥􀁲 and/or wastewater
service to any customer being served under the terms .. of this agreement, then upon request the city· so providing the service shall terminate same, reserving the right to remove its
meters and materials from the property previously served; provided, the customer shall have a reasonable time, not to exceed one month, to connect to the new service. .' ."
􀀯􀀭􀀷􀀭􀁴􀁊􀁾 TOWN OF ADDISON PU ICWORKS To:􀀭􀁲􀀭􀁦􀀭􀀭􀀭􀀭􀀭􀀧􀁊􀁾􀀮􀀮􀀺􀀮􀀮􀀭􀀭􀀭􀁾 FAX #: _ Date: No. of Pages(including cover):d( From: Michael E. Murphy, P.E. Director of Public
Works Office: 9721450-2878 Fax: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001·9010
'.' " STATE OF TEXAS §§ COUNTY OF DALLAS § /7Ipj1P SUPPLEMENTAL AGREEMENT NO.2 TO TREATED WATER CONTRACT THIS SUPPLEMENTAL AGREEMENT NO.2 to that certain Contract, dated January 6, 1982
("the Contract"), by and between the CITY OF DALLAS, TEXAS, a Texas municipal corporation, hereinafter called "Dallas", and the TOWN OF ADDISON, a Texas mtrnicipal corporation, hereinafter
called"Addison", evidences the following: 1. The scope of services is hereby amended as follows: N/A 􀀮􀀢􀁾 􀁾􀀮􀁌􀀮􀀢􀁘􀁟􀀢􀀻􀀢􀁝􀀢􀀧􀀧􀀧􀀧􀀯􀀧􀀧􀀮 􀀺􀁾 .•.••••. t;. ;> '.•...... '<.•.#.••.•.2..•...
•..... 􀀾􀁾􀀺.•.•. j . .··.i.•· .•..•·.·•.i.··.·.····$•.•··.···.• .............􀁾.•.. 􀁾..... . ',.' "-. ±-replacing '. ·.-"....,:;1'[c: 􀀺􀁾􀁾􀁾􀁩􀀬􀀺􀀺􀁅􀀻􀀨􀀸􀁜􀁴 dtz.;;.l.:ibc. 􀁾􀀦􀀭􀀱􀀧􀁩􀀻􀁳􀁌
􀁬􀁩􀁾..􀀼􀀮􀀺􀁉􀀲􀀮􀀦􀀺􀀬􀀧􀁾􀀧􀁌 􀀬􀂷􀀺􀁅􀀾􀀲􀁬􀀮􀁌􀁾􀀮􀁺􀁦􀁾􀁾􀁩􀀬􀀬􀀻􀀻􀁴􀁬 􀁾􀀻􀀱􀀧􀁅􀀺􀁾􀀲􀁉􀁲􀁾􀁌􀁩􀁾􀂣􀁂􀀧􀂷􀂷􀁾􀁾􀁬􀁓􀁬􀀩􀁡􀁉 of this Supplemental Agreement, describing Addison's
primary delivery points and standby facilities for receiving treated water from Dallas.
• f· 4. All other terms, provisions, conditions, and obligations of the Contract between Dallas and Addison shall remain in full force and effect, and said Contract, as same may have
been previously amended, and this Supplemental Agreement No.2 shall be construed together as a single contractual agreement. EXECUTED this the _ day of , 1994, by Dallas, signing by
and through its City Manager, duly authorized to execute same by Administrative Action NoRg4-101 , approved on f2e.c-., /3 , 1994, and by Addison, acting through its duly authorized
officials. APPROVED AS TO FORM: SAM A. LINDSAY, City Attorney CITY OF DALLAS JOHN L. WARE, City Manager BY _ BY _ BY Assistant CitY Manager TOWN OF ADDISON Si ty Manager. _ BY Assistant
City Attorney Sllbmittetl to 􀁃􀁩􀁾 APPROVED AS TO FORM: 􀁖􀀴􀀺􀁾􀁴􀁴􀁾 Supplemental Agreement No. 2 To Treated Water Contract Town of Addison Page 2
'" ":.. EXHIBIT B DELIVERY FACILITIES Existing Facilities 1. Primary Delivery Facilities a. Addison receives treated water from Dallas through a Rate of Flow controlled Metering station
located at 15130 Surveyor Boulevard, inside Addison's city limits. This metering station is equipped with a 12" venturi meter and associated equipment, including telemetry equipment
that is connected to Dallas control center. The 12" venturi meter's maximum delivery capability is 4.0 MGD. b. . Addison receives treated water from Dallas through a Rate of Flow Controlled
Metering station located at 5510 Celestial Road, inside Addison's city limits. This metering station is equipped with a 20" venturi meter and associated equipment, including telemetry
equipment that is connected to Dallas control center. The 20" venturi meter's maximum delivery capability is 20.0 MGD. 2. Standby Delivery Facilities a. Addisop can receive treated water
during emergencies from Dallas through a Standby Metering station located at the northeast corner of Addison Road and Belt Line Road, inside Addison's city limits. This metering station
is equipped with an 8" FM (fire service) meter. The 8" FM meter's maximum delivery capability is 4.0 MGD. b. Addison can receive treated water during emergencies from Dallas through
a Standby Metering station located at the northeast corner of Dallas Parkway and Westgrove Road, inside Dallas' city limits. This metering station is equipped with a 6" FM (fire service)
meter. The 6" FM meter's maximum delivery capability is 2.3 MGD. c. Addison can receive treated water during emergencies from Dallas through a Standby Metering station located at 5510
Celestial Road in the street right-of-way, inside Addison' s city limits. This metering station is equipped with a 10" Turbine meter. The 10" Turbine meter's maximum delivery capability
is 6.3 MGD. d. Addison can receive treated water during emergencies from Dallas through a Standby Metering station located near the southeast corner of Dallas Parkway and Belt Line Road,
inside Addison's city limits. This metering B-1
station is equipped with a 10" Turbine meter. The 10" Turbine meter's maximum delivery capability is 6.3 MGD. Operation and Maintenance of Standby Meters 1. Only Dallas' personnel or
agents will be permitted to perform tests and make repairs to the standby meters. Customer will be notified prior to Dallas' performing tests and repairs. Addison may witness such tests
and repairs. 2. Addison shall pay Dallas the prevailing ordinance rate as a standby fee for the standby meters. If the standby services should be activated the volume taken shall be
billed in the following billing cycle. Anticipated Future Facilities Additional delivery facilities are not anticipated within the near future. B-2
,.. -S-A-v=.. STATE OF TEXAS §§ COUNTY OF DALLAS § SUPPLEMENTAL AGREEMENT NO.2 TO WASTEWATER CONTRACT TillS SUPPLEMENTAL AGREEMENT NO.2 to that certain Contract, dated March 21, 1984
("the Contract"), by and between the CITY OF DALLAS, TEXAS, a Texas municipal corporation, hereinafter called "Dallas", and the TOWN OF ADDISON, a Texas municipal corporation, hereinafter
called"Addison", evidences the following: 1. The scope of services is hereby amended as follows: N/A 2. The term of the Contract is revised as follows: NO CHANGE 3. The Contract is further
amended as follows: Exhibit B to the Contract is hereby amended by deleting it and replacing it with the amended Exhibit B, attached to and made a part of this Supplemental Agreement,
describing Addison's points of entry into the Dallas wastewater system.
4. All other terms, provisions, conditions, and obligations of the Contract between Dallas and Addison shall remain in full force and effect, and said Contract, as same may have been
previously amended, and this 􀁓􀁾􀁰􀁰􀁬􀁥􀁭􀁥􀁮􀁴􀁡􀁬 Agreement No.2 shall be construed together as a single contractual agreement. EXECUTED this the _ day of , 1994, by Dallas, signing
by and through its City Manager, duly authorized to execute same by Administrative Action No¥-94/01 , adopted by the City Council on l1x-I'mhVl /3 , 1994, and by Addison, acting through
its duly authorized officials. APPROVED AS TO FORM: SAM A. LINDSAY, City Attorney BY _ Assistant City 􀁁􀁴􀁴􀁯􀁾􀁉􀁽􀁥􀁹 􀁾􀁬􀁦􀁦􀁥􀁩􀁪 fo 􀁃􀁩􀁾 􀁁􀁐􀁐􀁾􀁆􀁏􀁒􀁍􀀺 , BY 􀀯􀁾 􀁾Cit)TAOffie)T
Supplemental Agreement No.2 To Wastewater Contract Town of Addison Page 2 CITY OF DALLAS JOHN L. WARE, City Manager BY _ Assistant CitY Manager TOWN OF ADDISON BY City Manager
EXHIBIT B POINTS OF ENTRY AND METERING FACILITIES + CITY of DALLAS NO SCALE 􀀭􀀲􀀰􀂷􀁾 __􀁊􀀱􀁾􀁉􀁾􀀭􀀧􀀢􀀧􀁜 " KELLER SPRINGS BRANCH ADDISON BRANCH-2 •V-.._.J SPRINGS 2 is Qc( CITY
BE T LINE TOWN of +jzLEGEND· ---MAIN IN A.DDISON SYSTEM 8 EXJSTING METER & MAIN MAJN IN DA.LLAS SYSTEM 0 TYPICAL POfNT OF ENTRY 􀁾􀁾 SERVICE AREA-OF POINT OF ENTRYCD 􀁾􀁉􀁾􀁩􀁾􀁩􀁾􀁾􀁾􀁾􀁾􀁾
SERVICE AREA OF POINT OF ENTRY® B-1
DESCRIPTION OF CONNECTIONS: Addison is connected to the Dallas System at five existing points of entry. Three points of entry are metered and are located along the east side of Dallas
Parkway. The fourth point of entry is unmetered and is located at the south side of Belt Line Road at White Rock Creek. The fifth point of entry is unmetered and is located south of
Celestial Road and east of Montfort Drive. Meter vaults, metering equipment, site locations and associated rights-of-way are owned and maintained by Dallas. Each of the three metering
stations is equipped with an ultrasonic doppler .wastewater flow meter on a 6" throat venturi tube and other related equipment. Each of the metering stations includes an unmetered bypass
for emergency use should the meter be disabled for repairs. A general diagram of locations and sizes of the connections is contained on Page B-1 of this Exhibit B. A description of the
points ot entry and metering stations follows. Point No.1 Location:· The point of entry is located at the metering station. The metering station is located at 4800 Sojourn Drive at the
east side of the intersection of Dallas Parkway and Sojourn Drive in the city of Dallas. Schematic: At the point of entry, Addison's 18" wastewater main connects to Dallas' 18" wastewater
main at the metering station. The metering facility is designed to measure a maximum flow of 2.5 MGD with the ability. to measure future increased flows through equipment and pipe modifications.
Point No.2 Location: The point of entry is located at the metering station. The metering station is located at 16220 Dallas Parkway at the east side of Dallas Parkway approximately 1,205
feet north of Keller springs Road in the vicinity of Keller Springs Branch in the City of Dallas. Schematic: At the point of entry, Addison's 21" wastewater main connects to Dallas'
20" wastewater main at the metering station. The metering facility is designed to measure a maximum flow of·2.5 MGD with the ability to measure future increased flows through equipment
and pipe modifications. B-2
Point No.3 Location: The point of entry is located at the metering station. The metering station is located at 15652 Dallas Parkway at the east side of Dallas Parkway approximately 675
feet south of Bent Tree Forest Drive in the city of Dallas. Schematic: At the point of entry, Addison's 21" wastewater main connects to Dallas' 21" wastewater main at the metering station.
The metering facility is designed to measure a maximum flow of 2.5 MGD with the ability to measure future increased flows through equipment and pipe modifications. Point No.4 Location:
The point of entry is located at a manhole on the south side of Belt Line Road at White Rock Creek approximately 600 feet east of Winnwood Road in the City of Dallas. Schematic: At the
point of entry, Addison's 12" wastewater main along the south side of Belt Line Road connects to Dallas' 30" wastewater main along White Rock Creek. Point No.5 Location: The point of
entry is located at a manhole on Dallas' 8" wastewater main south of and generally parallel to Celestial Road approximately 1200 feet east of Montfort Drive in the City of Dallas. Schematic:
At the point of entry, Addison's 8" wastewater main extending southeastward from Celestial Place connects to Dallas' 8" wastewater main south of and generally parallel to Celestial Road.
B-3
SUPPLEMENTAL AGREEMENT NO. 1 BETWEEN THE CITY OF DALLAS AND THE TOWN OF ADDISON SA-V E. -This Supplemental Agreement is entered into by and between the City of Dallas ("Dallas") and
the Town of Addison ("Addison") as of the 􀁾 day of. 􀁑􀁬􀀡􀁾􀁬􀀡􀁤 1990.· WHEREAS, recent revisions by the Environmental Protection Agency (EPA) to the General Pretreatment Regulations
(40 CFR Part 403) require this Supplemental Agreement so as to conform to the pretreatment regulations; and WHEREAS, this Supplemental Agreement is made as a cooperative agreement pursuant
to Article 26.175 of the Texas Water Code. NOW, THEREFORE, Dallas and Addison in consideration of the terms, covenants and conditions herein contained, hereby agree as follows: 1. The
City of Dallas, which is the municipal entity that owns and operates the wastewater plant that the customer (Addison) is serviced by is recognized as the Control Authority. 2. If Addison
has an established pretreatment program approved by Dallas or EPA, then Addison agrees to enact and enforce rules requiring those users within that portion of their service area connected
to the Dallas system to comply with the provisions of all applicable State and Federal regulations, as amended, as well as those portions of the Dallas 􀁏􀁲􀁤􀁩􀁾􀁡􀁮􀁣􀁥􀁳􀀬 as amended;
regarding wastewater discharged substances and prohibited 􀁤􀁩􀁳􀁣􀁨􀁡􀁲􀁧􀁥􀁾􀀮 􀁁􀁤􀁤􀁩􀁾􀁯􀁮 shall perform service area surveys to maintain a current listing of industries which could
have the potential to be significant industrial users within that portion of Addison's service area connected to the Dallas system. The surveys should encompass field inspections, a
review of building, plumbing and occupancy permits and a review of directories for new industries. Addison shall annually provide the listing of industries to Dallas. The listing should
include each industry's name, address, discharged substances, pretreatment performed and violations recorded during the year. 3. If Addison does not have a pretreatment program approved
by Dallas or EPA, then Addison agrees to enact and enforce rules or ordinances requiring those users within that portion of their service area connected to the Dallas system to comply
with the provisions of those portions of the Dallas Ordinances, as amended, regarding wastewater discharged substances and prohibited discharges, and all applicable State and Federal
regulations, as amended, including but not limited to (lL discharged substances, (2) prohibited discharges, (3) pretreatment requirements, (4) :ndustrial discharge permit system, (5)
industrial fself-monitoring reports, (6) pretreatment plans, (7) Baseline Monitoring Reports (BMR), (8) periodic compliance reports and (9) other reports as may be required by EPA. Addison
shall perform service area surveys to maintain a current listing of ·industries which could have the potential to be significant industrial users within that portion of Addison's service
area connected to the Dallas system. The surveys should encompass field inspections, a review of building, plumbing and occupancy permits and a review of directories for new industries.
Addison shall annually provide the listing
of industries to Dallas. The listing should include each industry's name, address, discharged substances, pretreatment performed and violations recorded during the year. Dallas will
perform the surveys and listing at Addison's request and Addison shall compensate Dallas for its actual cost to provide these services. ' 4. Addison agrees that Dallas is considered
by EPA to be the "Control Authority" for that portion of Addison's service area connected to the Dallas system and that Dallas has the authority to approve Addison's pretreatment program.
Addison, therefore, recognizes that Dallas has the authority to take enforcement actions, including the right to disconnect, against specific industries violating Dallas'or Addison's industrial waste regulations and agrees to assist Dallas with enforcement actions, should enforcement by Dallas be necessary. To the extent that such authority is subject
to Texas law, Addison agrees to allow Dallas to perform enforcement functions Addison could otherwise perform under under applicable law on Addison's behalf, where necessary, pursuant
to Article 26.175 of the Texas Water Code. Dallas shall afford Addison a reasonable amount of time to take enforcement actions itself before commencing enforcement as the "Control Authority".
Dallas shall notify Addison at least 10 days prior to commencing enforcement activity as the "Control Authority", unless imminent danger or NPDES permit violation occurs, in which case
Addison will be notified of enforcement within 24 hours. 5. If Addison has an established pretreatment program approved by Dallas or EPA, then Addison shall perform sampling and inspection
of industrial users within that portion. of their· service area connected to the Dallas system no less frequently than annually and provide the results to Dallas within 90 days of the
date the sampling and inspection is performed. EPA categorical industries must be inspected no less frequently than annually and must be monitored 3-4 days each month. Significant Industrial
Users (SIU) not determined to be categorical must be inspected no less frequently than annually and must be monitored at least 4 days annually. If violations occur, monitoring frequency
must increase to monthly. Monitoring is to continue until three consecutive months of sampling indicate compliance. 6. If Addison does not have a pretreatment program approved by Dallas
or EPA, then Dallas shall perform sampling and inspection of industrial users within that portion of Addison's service area connected to the Dallas system no less frequently than annually
for significant industrial users regulated under local limits and 3-4 days monthly, with annual inspections, for categorical industries regulated by EPA and provide the results to Addison
within 90 days of the date the sampling and inspection is performed. Addison shall compensate Dallas for its actual cost to provide this service. 7. All samples shall be taken and analyzed
in accordance with the latest edition of 40 CFR 136, the Code of Federal Regulations, Title 40, Part 136 or other methods approved by Dallas Water Utilities if not found in 40 CFR 136.
8. Dallas and Addison agree that all terms, covenants and conditions of the contract dated 1I:Aci 􀁴􀁾 /95J (City of Dallas Resolution 6t.JIOiDO ) shall remain in full f rce an effect,
except as otherwise modified by this Supplemental Agreement. EXECUTED and effective as of the 􀁉􀁾􀁾 day of 􀁾􀁵􀀴􀁩 , 199d, on behalf of the City of Dallas by its City Manager, duly
au horlzed by lts Clty Council Resolution No. 9/1.38:3 , approved as to form by its City Attorney; and on behalf of the Town ·of Addison by its duly authorized officials. APPROVED AS
TO FORM ANALESLIE MUNCY City Attorney k Ji 􀀻􀁊􀁾􀀮 By 􀁾􀁩􀁦􀁾􀀱􀁃􀀮􀁴􀁾􀀴􀀿􀁁 tssistant City 􀁁􀁴􀁴􀁯􀁲􀁮􀁥􀁹􀀨􀁾 , . Submitted to 􀁃􀁪􀁾􀁾 CITY OF DALLAS JAN HART City Manager CUSTOMER:
Town of Addison 􀁾􀁹􀁾 -l0dJlQ City Manager
· .841060 WHOLESALE WASTEWATER CONTRACT THE STATE. OF TEXAS COUNTY OF DALLAS ))) THIS contract made and entered into this the 21st day of March , 1984, by and between the City"of Dallas,
Texas, hereinafter called "Dallas", and the Town of Addison, hereinafter 􀁣􀁡􀁬􀁬􀁾􀁤 "Customer." WHEREAS, customer and Dallas currently contract for Dallas to provide wastewater treatment
services to customer under terms of a contract effective January 26, 1976; and WHEREAS, Dallas is required to comply with recent, specific rules of the Env ironmental Protection Agency
(EPA) in regard to treatment of industrial wastes; and WHEREAS, the EPA requires substantial revision of Customer's and Dallas' January 26, 1976 contract prior to the normal expiration
date; and WHEREAS, it is more advantageous for Customer' and Dallas _to replace the January 26, 1976 contract with this standard wholesa'le wastewater contract, as approved by the Wastewater
Management Advisory Commi ttee representing the several customer ci ties, rather than than modify the existing contract; and WHEREAS, Customer is desirous of continuing to contract with
Dallas for wastewater treatment service and Dallas desires to continue to provide wastewater treatment service to Customer; NOW,' THEREFORE, Dallas and terms, covenants and condi tions
follows: customer in consideration of the herein contained, hereby agree as WIT N E SSE T rl 1.0 DEFINITIONS 1.1 "BOD-(biochemical oxygen demand) means the quantity of oxygen, expressed
in milligrams per liter (mg/l), utilized in the biochemical oxidation of organic matter oy standard methods procedure in five days at 20° Centigrade. 1.2 "Customer system" means tne
facilities of collection and transportation of wastewater to point any facil i ties used excllls i vely 0 r pr imar i ly for the of Industrial Wastes. 1 Customer for of entry and pre-treatment
1.3 "CalibrationWmeans utilization of check meters or velocity tests and/or verification of secondary instrumentation accuracy utilizing a standard signal at the transmitter or a calibrated
primary sensor (manometer). 1.4 "Dallas' systemW or WSystemW means Dallas' 􀁾􀁡􀁳􀁴􀁥􀁷􀁡􀁴􀁥􀁲 collection and treatment system. 1.5 "Delivery FacilitiesW means all facilities (transmission
mains, valves, manholes, etc. ) necessary -for transmission of wastewater to the Dallas System. The term includes facilities which are on the customer side of the metering facility which
are constructed specifically to allow Dallas to serve customer. The term excludes metering facilities. 1.6 "Incompatible WastesW means substances that ar e not amenable to the treatment
processes which will interfere with the operation of the pUblicly Owned Treatment Works (P.O.T.W. ), including interference with the use or disposal of municipal sludge, and pollutants
that will pass through the treatment works unchanged by the treatment processes. 1. 7 "Industrial Wastes" means all water-borne solids, liquids, or gaseous substances resulting from
an industr ial, manufactur ing, or food processing operation, or from the development of a. natural resource, or any mixture of these with water or domestic sewage. . 􀁾 1.8 "Industry"
means a person recognized and identified in the Classification Manual, Executive Office Management and Budget • or establishment 1972 Standard of the President: that is Industrial Office
of . 1.9 "Infiltration Water" means water that has migrated from the ground into tne wastewater system. 1.10 "Inflow" means water other than 􀁾􀁡􀁳􀁴􀁥􀁷􀁡􀁴􀁥􀁲 that enters a sewerage
system (including sewer service connections) from sources such as, but not limited to, roof leaders, cellar drains, yard drains, area drains, foundation drains, drains from springs and
swampy areas, manhole covers, cross connections between storm sewers and sanitary sewer catch basins, cooling towers, storm 􀁾􀁡􀁴􀁥􀁲􀁳􀀬 surface runoff, street wash waters , or drainage.
Inflow does not include, and is distinguished from, infiltration. 1.11 WInterference w means System, treatment processes, violation of ani requirement permit. inhibition or disruption
of Dallas' or operations which contr ibutes to a of Dallas' Federal effluent discharge 2
1.12 "Metering Facility" means the meter, meter 􀁶􀁡􀁾􀁬􀁴􀀬 all metering and telemetering equipment required to provide wastewater service to the Customer at the point of entry. 1.13
"Normal Domestic Wastewater" means water":'borne wastes normally discharging from the sanitary conveniences of dwellings (including apartment houses and hotels), office buildings, factories
and institutions, free from storm surface water and Industrial Wastes. Tne average concentration of suspended solids and five-day BOD is established at 250 milligrams per liter. 1.14
"Point of Entry" shall be defined as the metering facility or, where no metering facility is utilized, the Dallas city limits line. 1.15 "Pretreatment Standards" means pollutant concentration
discharge limitation requirements stipulated in Chapter 49 of the Dallas City Code and the Customer's City Code as hereinafter amended, and Federal Pretreatment Standards promulgated
by the United States Environmental Protection Agency. 1.16 Prohibited Substance" means substances that are prohibited from being discharged-into Dallas' System and Customer's System
as listed in Chapter 49 of the Dallas City Code and the Customer's City Code as hereinafter amended, except that: if mcne str ingent pretrea tment standards are promulgated for certain
industrial users by the United States Environmental Protection Agency, the more stringent Federal Regulations shall apply to that class of sewer users. 1.17 "Significant Industrial User"
means (i) any industrial user that discharges 50,000 gallons or more of wastewater into Dallas' sanitary sewer system per day, not including cooling water used in air conditioning; or
(ii) any industrial user defined as a categorical user by the United States Environmental Protection Agency; or (iii) any other industrial user deemed by the Dire-ctor of Dallas Water
Utilities to be a significant nondomestic discharge source that alone or combined with other sources may cause pass through, interference, or sludge contamination in the Dallas wastewater
treatment works and facilities. 1.18 "Sta te Rules" means Texas Department of publ ic Heal th Wastewater Surveillance and Technology Rules, Chapter 301-Design Criteria for Sewerage Systems.
-)
1.19 "Surcharge Rate· means a include a charge for either BOD or TSS milligrams per liter (mg/l). rate calculated 􀁳􀁾 as to or both in excess of 250 1.20 "TSS· (total suspended solids)
means solids that either float· on the surface of, or are in suspension in, water, wastewater, or other liquids and which, in accordance with standard methods, dre removable by a standard,
specific laboratory filtration device.1.21 "Wastewater" means water-carried. waste. 1.22 "Winter Months" means the billing months of December, January, February and March. 2.0 CONSTRUCTION
AND DESIGN OF FACILITIES 2.1 Delivery Facilities Dallas agrees to accept wastewater from Customer at the points of entry as del ineated in Exhibi t B, attached hereto, and at such additional
points as may later be mutually agreed upon by both parties. The costs of all delivery facilities necessary to convey wastewater to designated points of entry and connect Customer's
System to the Dallas System whether delineated in Exhibi t B hereof or mutually agreed upon at d later date, shall be borne by Customer, 􀁥􀁸􀁣􀁾􀁰􀁴 that Dallas may elect to require
oversizing of the delivery facilities for the benefit of Dallas or other parties. If Dallas elects to oversize delivery facilities, Dallas shall be responsible for the oversizing costs
to the extent of the difference between Customer's required delivery facilities and the oversize specified bj Dallas. Unless otherwise mutually agreed to by Dallas and Customer, Customer
shall be responsible for the design, according to Dallas' standard requirements, contracting, construction and financing of delivery facilities and acquisition of any necessary rights-of-way.
Plans and specifications shall be sUbmitted to Dallas for written approval and all designs, materials and specificatons shall conform to Dallas requirements. Customer agrees that Dallas
has the right to make periodic inspections during the construction phase of the del ivery facilities. Final acceptance of completed delivery facilities is subject to the written approval
of Dallas.2.2 Metering Facilities and Delivery Facilities on Dallas' Side of Metering Facility Unless otherwise construct and maintain facilities, and obtain therewi th, if needed. agreed
by both parties, Dallas shall meter vaults, meters, and all associated electric and telephone service in connection Customer dgrees to provide advance funds to 4
Dallas for actual construction costs plus interest attr ibutable to service of Customer, excluding costs of engineering· design, telemetry equipment, telephone and electric service prior
to construction contract award. Replacement of metering facilities occasioned by obsolescence due to age or excessi ve maintenance, as determined by Dallasi shall be the responsiblity
of Dallas. Replacement of facili ties necessary due to growth or reasons other than obsolescence due to age or excessive maintenance, as determined by Dallas, shall be the responsiblity
of Customer, but will be installed by Dallas. Customer shall acquire all property and rights-of-way necessary for construction of metering and delivery facilities located on the Dallas
side of metering facility. Customer shall convey title to property for the metering site and rights-of-way for delivery facilities required to be constructed on the Dallas side of the
metering facility to Dallas prior to commencement of construction. After final inspection and acceptance by Dallas of metering facilities and delivery facilities located on the Dallas
side of the meter ing f acil i ty, cus tomer will convey title to those facilities to Dallas. After final inspection, acceptance, and conveyance of ti tIe of property and facili ties,
Dallas shall be responsiole for operation and 􀁭􀁡􀁩􀁮􀁴􀁥􀁮􀁡􀁮􀁣􀁾 of the metering facilities and any delivery facilities located on the Dallas side of the metering facility. 3.0 METER
MAINTENANCE AND TESTING It shall be the duty of either party to this contract to notify the other party in the event that a meter is registering inaccurately or malfunctioning so. that
the meter can be promptly repaired. Either party shall 􀁨􀁾􀁶􀁥 the right to test a meter. Notification of a proposed test shall be provided at least 24 hours pr ior to conduct of the
test, except in the case of emergencies. Either party shall have the right to witness meter tests. Dallas shall calibrate and routinely service the meters no less than once during eaCh
six month period. Calibration shall be accomplished according to Dallas I standard methods. Customer shall be notified of proposed calibrations and may observe if so desired. If, for
any reason, ani meter is out of service or inoperative, or if, upon any test, any meter is found to be inaccurate , registration thereof shall be cor rected. Cor rection of inaccurate
meter registration will normally be based on the most 5
recent correct registration, if such is reasonably ascertainable. Al ternati vely, Customer and Dallas may agree to use fut ure meter registrations as basis for correction. If future
registrations are to be used as a basis for cor rection, Dallas shall oe allowed to bill Customer based on estimated amounts prior to' rendering a corrected billing. In no event will
corrected billings be made for periods in excess of three billing periods prior to notification of meter inaccuracy. Customer may, at its option and its own expense, install and operate
a check meter to monitor each meter installed by Dallas, but the measurement for the purpose of this agreement shall be solely by Dallas' meters, except in the cases specifically provided
to the contrary below. All such check meters shall be of standard make and shall be sUbject at all reasonable times to inspection and examination by any emplo• yee or agent of Dallas.
The reading, calibration and adjustment of said check meter shall be made only by Customer, except except dur ing any per iod \'1hen a check meter may be used under specific written
consent by Dallas for measuring the amount of wastewater delivered into the System, in which case the reading, calibration and adjustment thereof shall be made by Dallas with like effect
as if such check meter or meters had been 􀁾􀁵􀁲􀁮􀁩􀁳􀁨􀁥􀁤 or installed by Dallas. Customer's installation of check meters shall not inter fere wi th operat ion of the Dallas wastewater
collect ion system or Dallas metering equipment. 4.0 PAYMENT Rates charged Customer shall be established by ordinance of Dallas.customer agrees that Dallas City Council nas the right
to revise, by ordinance, the rates charged, from time-to-time as needed, to cover all reasonable, actual and expected costs. Dallas shall give Customer a minimum of six months notice
of intent to revise rates. Dallas will furnish Customer a draft copy of the Cost of Service Study for proposed rates th irty days pr ior to Dallas submitting a rate increase request
to its City Council. Customer agrees to give Dallas a minimum of thirty days notice of intent to protest rates or any other condition of service. Provided, however i that Customer is
not required to give 30 day notice of intent to appear before Dallas Ci ty Council to protest cost of service studies. Dallas will render a statement of charges monthly. Payment is due
upon receipt of statement. 6
5.0 RATES When customer billing is based on metered flow, Customer shall pay Dallas for all wastewater at the rate provided in the prevailing ordinances of the Ci ty of Dallas, sUbject
to increase 'or decrease, without formal amendment of this contract, as said ordinance might be amended from time-to-time. When the Director of Dallas Water Utilities determines that
wastewater metering is not feasible, Customer shall pay Dallas for wastewater service based on average winter month water consumption for those connections discharging into the Dallas
wastewater system. (Water consumption billings for the months of December, January, February and March shall constitute the winter months.) The calculation of wastewater discharged shall
be as follows: 100% water consumption for applicable connections for winter months 􀁾􀀬 = Average Winter Month Water Consumption. Average Winter Month Water Consumption x City of Dallas
prevailing Ordinance Rate = Amount Due Monthly The prevailing City of service is subject to increase of this contract, as said time-to-time. Dallas ordinance rate for wastewater or decrease,
without f9rmal amendment ordinances might be amended from Customer understands and agrees that the water entering the Dallas System emanating from any source whatsoever must be given
treatment and handling, whether or not its source is revenue producing for Customer. Therefore, Customer agrees to pay for infiltration and inflow without abatement in the same manner
and cost as other wastewater. 6.0 RATE SETTING PRINCIPLES Rate shall be established according to the "WASTEWA'rER RATE GUIDELINES" contained in Exhibit A, incorporated herein, as if
copied word for word and made a part of this contract. 7.0 WASTEWATER QUALITY 7.1 Industrial Discharges and Prohibited Wastes Customer agrees that Dallas has the responsibility and authority
to establish (i) types and quantities 7 of discharges that are
prohibited for entry into the Dallas 􀁷􀁡􀁾􀁴􀁥􀁷􀁡􀁴􀁥􀁲 system. (ii) discharge prohibitions for certain substances, as may be amended from time-to-time. (iii) pretreatment requirements
for discharge prohibited substances. industries who Customer shall require all significant industrial users that ultimately discharge into the Dallas wastewater system to obtain an industrial
waste discharge permit. Such permit shall require industrial users to abate prohibited substances from their waste stream as a condition to discharge wastewater into the Customer IS
System. The permit application shall, as a minimum, contain the following information: (1) Name and Address of Industry (2) Type of Industry (3) Products Produced or Services Rendered
(4) Typical Analysis of the Discharge 􀁗􀁡􀁳􀁴􀁾 Stream (5) Chemicals used and Chemicals Being Stored. (6) pretreatment Plans and Expected Compliance Date. Dallas shall be provided a
copy of the application and permit within 14 days after issuance. Any Customer not having a pretreatment program approved by EPA agrees to enact and enforce rules requiring those users
connected to Customer I s System to comply with the provisions of all prevailing Dallas Ordinances and applicable Federal regulations including but not limited to (1) discharged substances,
(2) prohibited discharges, (3) pretreatment requirements, (4) industr ial discharge permit system, (5) industrial self-monitoring reports and (6) pretreatment plans. At the effective
date of this contract the applicable Dallas Ordinance is No. 17906 contained in Exhibit E, incorporated herein as if copied word for word and made a part of this contract. Any future
ordinance changes relating to industrial discharges, prohibited or controlled wastes or pretreatment requirements, shall apply to· this contract as if in effect at the effective date
of this contract. Provided, however, that Customer shall be provided copies of present and future applicable ordinances and shall have an opportuni ty to review same before being formally
required to acknowledge acceptance of the conditions of such ordinance. 8
Customer agrees to seek injunctive relief from sources whose discharge interferes with the treatment system, poses an imminent danger to pUblic health or when the specific "industry
is not making sufficient progress toward completing an approved pretreatment system.Dallas Industrial waste Division shall be provided with copies of all industrial monitoring data and
pretreatment enforcement actions by Customer each fiscal quarter. 7.2 Sampling and Testing Customer agrees that Dallas shall have the right to sample wastewater discharges at (i) the
site of discharge (ii) points of entry (iii) other locations as required for the purpose of determining the type and strength of discharges. Customer shall provide all possible assistance
to Dallas in obtaining access to sampling points. Customer agrees that any individual customer found in violation of allowable discharges or any individual customer who refuses access
for the purpose of sampling shall be disconnected from Customer I s and Dallas I wastewater system. Provided however, that the violating customer shall be afforded the same rights, privileges
of appeal and deficiency cure periods as are customers operating within Dallas boundaries and under authority of Dallas Ordinances. In addition to other samples taken and tests made
on an as required basis, Dallas shall regularly take twenty-four hour composite samples of wastewater discharges at points of entry no less frequently than semiannually. Costs of sampling
and test shall be borne by Dallas. Customer, however, may request Dallas to perform tests desired by Customer and not required by Dallas. Customer shall reimburse Dallas for the cost
of tests requested by Customer as agreed by Customer and Dallas. customer shall be provided wi th a copy of each sample test within 30 days of the date of.takingof such sample. All samples
shall oe analyzed in accordance with the latest 9
edition of standard Methods of Examination of Water and Wastewater, published by the American Public Health Association, Inc.,' or any U.S. EPA approved laboratory standards. 8.0 RATES
FOR EXCESS STRENGTH DISCHARGES 8.1 Additional Charge Exhibit C, incorporated herein, as if copied word for word and made a part of this contract, contains special provisions and additional
stipulations concerning charges for allowable discharge strengths. An additional charge shall be made for excess strength discharges at the point of entry into Dallas' System. A surcharge
for each mg/l of BOD in excess of 250 mg/l and for each mg/l of TSS in excess of 250 mg/l shall pe assessed. Excess strength determination will be based on a minimum of seven days averaged
data. Customer agrees that Dallas City Council has the right to revise, by ordinance, the allowable discharge strengths. At the effective date of this contract, the allowable discharge
strength is 250 mg/l for BOD and 250 mg/l for TSS. customer shall pay Dallas for concentrations of BOD and TSS exceeding 250 mg/l at the rate provided in the 􀁰􀁲􀁥􀁶􀁡􀁾􀁬􀁩􀁮􀁧 ordinances
of the City of Dallas, subject to increase or decrease without formal amendment of this contract, as said ordinance might be amended from time-to-time. The excess charge will be calculated
each month. It will be based on the rate of excess discharge for that month. The surcharge will be assessed the entire month for each portion of the month customer is in violation. 8.2
Calculation of Additional Amounts Due For Excess Strength The following formula shall apply to billings for excess strength discharges. Sw = CB (BOD -250) + Cs (TSS -250) WHERE Sw =
Wholesale excess strength wastewater billing rate in dollars per million gallons. BOD = Biological Oxygen Demand in mg/l of wastewater entering into Dallas 􀁾􀁡􀁳􀁴􀁥􀁷􀁡􀁴􀁥􀁲 system.
TSS = Suspended solids in mg/l of wastewater entering into Dallas wastewater system. CB = Cost factor for BOD treatment for Wholesale customers per Chapter 49-1.4, Dallas city Code,
as amended from time-to-time. 10
Cs = Cost factor .for TSS treatment for wholesale customers per Chapter 49-1.4, Dallas City 􀁃􀁯􀁤􀁥􀁾 as 􀁾􀁭􀁥􀁮􀁤􀁥􀁤 from time-to-time. v = Volume of waste discharged in mi 11 ion
gallons, determined as per Customer's standard billing methodology. (Ant value of BOD and TSS below 250 mg/l is to be treated as 250 mg/l.) 9.0 QUANTITY AT POINT OF ENTRY It is understood
and agreed that Dallas and Customer have an obligation to prevent entrance of infiltration and inflow into local wastewater facilities and thence into Dallas' System. Customer therefore
agrees that all sewer connections which ultimately connect into Dallas' System will be constructed with a permanent type material, carefully bedded to prevent over-stressing of the material
and utilizing a joint which will provide a permanent water-tight connection. Customer agrees that each such installation shall pass an air test performed in accordance with applicable
A.S.T.M. Standards and shall be done under the supervision of· Customer's authorized representative at the time of installation. All such tests shall be at Customer's expense. Each building
lateral which interconnects private property to the public sewer 􀁳􀁾􀁡􀁬􀁬 be;excluded from the air test requirements. Customer agrees that the physical connection of each service line
to the local wastewater facility shall be the responsiblity of Customer and shall not be left to the discretion of the plumber or contractor unless said plumber or contractor is under
the direct supervision of, or whose work is inspected by Customer's authorized representative. Customer further covenants that all future trunk sewer lines added to the local wastewater
facility which 􀁾􀁩􀁬􀁬 discharge in Dallas' System shall be built in accordance with appropriate State of Texas Design Criteria including infiltration/exfiltration limitations and that
representative sections of each new line shall be subject to an air test or infiltration or exfiltration test at the time of installation and at the option of Dallas and at the sole
sole expense of Customer, to assure the standards are met. Customer does hereby convenant that it will maintain strict supervision and maintenance of its local wastewater facilities
to prevent connections such as all roof drains or any other means by which surface drainage can enter local 􀁾􀁡􀁳􀁴􀁥􀁷􀁡􀁴􀁥􀁲 facilities and thence Dallas' System. 10.0 PROTECTION
OF WASTEWATER SYSTEM It is mutually understood and agreed that only employees, agents, or contractors of customer shall be permitted to work on or 11
make connections to the Customer's System which ull;:imately discharges into the Dallas System; and that only qualified plumbers, licensed by the State of Texas, shall be permitted to
work on building laterals entering into the Customer's System which discharges into the Dallas System. It is further mutually understood and agreed, however, that this provision shall
be waived in the event that personnel of the Industrial Waste Section or Wastewater Collection or Wastewater Treatment Division of Dallas Water Utilities Department find it necessary-to
enter customer's jurisdiction for assistance or surveillance purposes and that free access shall be provided to said personnel in the pursuit of their duties.It is mutually understood
and agreed that Customer will maintain a careful inspection of its wastewater collection system and will exercise diligence and care in the maintenance of said system within Customer's
jurisdiction and in the installation of connections and laterals th"at may be connected with the system in order that the Dallas System shall not be burdened with excess discharge during
rains and wet weather. Laterals to private dwellings and public, commercial, or industrial buildings constructed inthe Customer's drainage area after the effective date of this Contract shall b.e of materials jointly approved by Dallas and customer. Each building: lateral which interconnects private
property to the public sewer shall pass a water test meeting minimum standards of the State Rules for sewage collection systems. It is further understood and agreed that a failure on
the part of Customer to provide and enforce such regulations governing connections with the Customer's System shall, at the option of Dallas after notice to Customer in writing of the
specific violation or violations, and after failure within thirty (30) days to correct said violation, or violations, be suff icient ground for Dallas to restrict or limit flow to such
extent Dallas deems necessary in order to protect its wastewater system from damage of excessive flows. 11.0 LIABILITY FOR DAMAGES AND RESPONSIBILITY FOR TREATMENT AND DISPOSAL OF WASTEWATER
Liability for damages ar is ing from the reception, transportation, delivery and disposal of all wastewater discharged hereunder shall remain wi th Customer to Customer's Point of Entry.
Wi th exception of Incompatible Wastes, upon passing through customer's point of entry, liability for damages shall pass to Dallas. As between the parties, each party hereto agrees to
save and hold the other party harmless from all claims, demands and 12
causes of action which may be asserted by anyone on account of the reception, transportation, delivery, and disposal while wastewater is in the control of such party. Dallas takes the
responsibility as between the parties hereto for the proper reception, transportation, treatment, and disposal of all such wastewater received by it at Points of Entry. 12.0 ACCESS Customer
agrees to provide ingress and egress for Dallas employees and agents at all times to all Dallas proper:ty inside customer's boundaries to install, operate, inspect, test, and maintain
facilities owned or maintained by Dallas within city limits of Customer. Dallas agrees to provide ingress and egress for Customer's employees and agents at all times to all customer
property inside Dallas' boundaries to install, operate, inspect, test, and maintain facilities, and read meters owned or maintained by customer within Dallas. 13.0 CUSTOMER TO PROVIDE
DATA 13.1 Classification of Customers customer shall provide the following data to Dallas not later that January 15th of each year. (1) Actual number of Customer accounts feeding into
Dallas' wasterwater system. (2) Classification, by number and percentage, of accounts feeding to Dallas' wastewater system according to the following:Residential ii) ( iii) ( iv) 13.2
Water Consumption Multi-family Business/Commercial Other Customer shall provide data and supporting total water consumption for accounts feeding wastewater system during the four winter
billing January, February and March) to Dallas not later 13 documentation on into the Dallas months (December, than the 15th of
Apr il of each year. Billing months need not be calendar months. Where available, this total consumption should be separated into consumption by type of account as listed in Section
13.1 (2) (i-iv) of this contract. 13.3 Additional Data Requirements customer may be required to provide additional data as revised methodology for cost of service studies is ,developed.
Provided, however, that Dallas shall not request data that will require customer to incur unreasonable expenses in providing such data. 14.0 WASTEWATER MASTER PLAN customer agrees to
prov ide a comprehensive wastewater master plan to Dallas prior to the effective date of this contract. Such plan shall include, but shall not oe limited to: i) ii) (iii) iv) population
data, present and projected geography and topography data current and proposed treatment processes treatment alternatives v) existing and projected discharge flows into the Dallas System
( vi) existing and planned wastewater collection system maps . customer agrees that the initial plan shall be for a twenty-year period. Customer further agrees that the plan shall be
reviewed jointly by Dallas and Customer and, if necessary, revised by customer at five year intervals. The initial submittal requirement is waived if Customer has provided a plan acceptable
to Dallas within the previous five years. 15.0 PAYMENTS TO CONSTITUTE OPERATING EXPENSES BY CUSTOMER Customer represents and convenants that the services to be obtained pursuant to this
Contract are essential and necessary to the operation of customer and its local wasteYlater facilities, and that all payments to be made nereunder by it will constitute reasonable and
necessary "operating expenses" of Ci ty' s waterworks and sanitary sewer systems, within the meaning of Article 1113, Vernon's Annotated Civil Statutes, and the provisions of all ordinances
authorizing the issuance of all revenue bond issues of 14
customer which are payable from revenues· of Customer's wat.erworks and sewer systems. 16.0 FORCE MAJEURE If, for any reason, not reasonably within the control of the party so claiming,
either party hereto shall be rendered in whole or in part unable to car ry out its obI igations under this contract, then that party's obligation shall be 􀁳􀁾􀁳􀁰􀁥􀁮􀁤􀁥􀁤 during the
continuance of the inability then claimed, but for no longer period. Such party shall endeavor to remove or overcome such inability with all reasonable dispatch. 17.0 REGULATORY BODIES
This contract shall be sUbject to all valid rules, regulations and laws applicable hereto passed or promulgated by the United Sta·tes of America, the State of Texas or any governmental
body or agency having lawful jurisdication or any authorized representative or agency of any of them. Dallas must comply with all Federal, State and local government requirements to
obtain grants and assistance for system construction, studies, etc. Customer is required to assist Dallas in compliance by setting adequate rates and complying with governmental requirements.
18.0 PUBLICATIONS, REFERENCE WORKS, GOVERNMENTAL REGULATIONS In each instance herein where reference is made to a pUblication, 􀁲􀁥􀁦􀁥􀁾􀁥􀁮􀁣􀁥 work or Federal or State regulation,
it is the i nten tion of the parties that, at ani given time, the then current edition of any such puolication or reference work or Federal or state regulation shall apply. If d pUblication
􀁯􀁾 reference work is discontinued 􀁯􀁾 ceases to be the generally accepted work in its field or if conditions change or new methods or processes are implemented by Dallas, new standards
shall be adopted which are in compliance with State and Federal laws and any valid rules and regulations pursuant thereto. 19.0 TERMINATION Should Customer desire to partially or using
Dallas's facilities, Customer shall, for balance of this contract whichever is less, wastewater charges at the billing level in effect totally discontinue five years or the remain liable
for at such cessation. This obligation, once established, shall serve as liquidated damages and is intended to compensate Dallas for the expenditures 15
incurred on Customer I s behalf· for the cost to provide add.itional waste transmission, treatment, and disposal facili ties. Provided, however, that Dallas may waive Customer's ooligation
in the event of nominal reductions based on Customer's plans if Dallas has received pr ior notice of the plans and concur red in the reduction. It is agreed by the parties that such
liquidated damages are a reasonable substitute for compensatory damages which are difficult or impossible to calculate herein. This obligation is intended by the parties not to be a
penalty, but instead, a -reasonable measure of damages. Dallas shall have the right to terminate this Customer is more than si x (6) months del inquen t in required to be made to Dallas
hereunder. 20.0 TERM OF CONTRACT agreement if any payments The term of this contract shall commence as of the date of execution of same, being also the date of the resolution of the
Dallas City Council approving this contract, and shall remain in effect for a period of 30 years. provided, however, if this contract is for a period of less than 30 years 􀁴􀁨􀁾 contract
may be extended upon mutual agreement between Customer and Dallas for addi tional per io.ds, not to exceed a total of 30 year s 􀁾 21. 0 NOTICES: Any notice required under this contract
may be given to the respective parties at the following addresses by Certified Mail, postage prepaid: Customer Town of Addison Attn: City Manager . P. o. Box 144 Addison, Texas 75001
DallaSCity of Dallas, Texas Attn: City Manager City Hall Dallas, Texas 75201 Executed and effective as of the 21st day of March , 1984, on behalf of the CITY OF DALLAS by its ci ty Manager,
duly authorized by City Council Resolution No. 841060 , adopted 16
on March 21, 1984 ,and approved as to form by its City Attorney; and on behalf of customer by its duly authorized offIcials. APPROVED AS TO FORM: ANALESLIE MUNCY city Attorney 198M CITY
OF DALLAS CHARLES S. ANDERSON City Manager 􀁂􀁙􀁁􀁓􀁓􀁩􀁓􀁴􀀨􀁾􀁾􀁾 CUSTOMER: TOWN OF ADDISON 􀁂􀀻􀁒􀀭􀁕􀁾 City Manager 17
EXHIBIT A WASTEWATER RATE GUIDELINES BASIS FOR RATES: Revenue requirements wlll be determined by cost-of-service study on a utility basis at original cost. RATE OF RETURN: Dallas is
to receive a rate of return on rate base, equal to the embedded interest rate on wastewater revenue bonds, plus 1.5%. RATE HASE: The rate base shall include original cost plant investment
(excluding contributed capital), construction work in progress, a reasonable allowance of working capital, and less accumulated depreciation. Working capital shall consist of an allowance
of operation and maintenance (45 days or up to 1/8 annual operation and maintenance costs) and a reasonable inventory of materials and supplies necessary for the efficient operation
of Dallas Water Utilities. The rate base (common-to-all) shall include mains 18" and above, excluding all mains below this. size, unless built· exclusively to serve a particular city.
TEST PERIOD (OR TEST YEAR): Normally a recently concluded 12 month operating period adjusted for known changes, selected to be representative of the period of time over which the new
rates are expected to be in effect. DATA BASIS: Rate per iod projections shall be based on operating results during the most recent fiscal year for which actual data is available. FREQUENCY
OF COST Adequacy of rates days in advance information shall comment. 2888D uF SERVICE STUDIES: shall be reviewed on an of a proposed rate be made available to 18 annual basis. change,
cost Customer for Thirty (30) of service review and
EXHIBIT B POINTS OF ENTRY AND METERING FACILITIES . GENERAL DIAGRAM OF CONNECTIONS: .NQ SCALE CITY of DALLAS Keller ---MAIN IN ADDISON SYSTEM -MAIN IN DALLAS SYSTEM 8 EXISTING METER
a MAIN 􀁾 PROPOSED METER a MAIN CD TYPICAL POINT OF ENTRY 􀁾􀁾 􀀧􀁾􀁾 􀁾􀀰􀀹􀀰􀁗􀀩 T()INN of ! ADDISON ! (Academy) B-1
DESCRIPTION OF CONNECTIONS: Addison is connected to the Dallas System at three existing metered points of entry along the west side of Dallas Parkway. The existing metering stations
are to be replaced at new locations along the east side of 􀁄􀁡􀁬􀁬􀁡􀁾 Parkway in conjunction with the construction of Dallas North Tollway. The proposed points of entry are at the
new metering stations. The replacement vaults, metering equipment, site locations and associated rights-of-way are to be owned and maintained by Dallas. The proposed wastewater main
extensions crossing Dallas North Tollway to connect the replacement metering stations on the east side with the existing Addison system on the west side are to be owned by Addison and
maintained by Dallas. Each of the three replacement metering stations is to be equipped with an ultrasonic doppler wastewater flow meter on a 6" throat venturi tube, a chart recorder,
a flowmeter, a manometer for instantaneous metered flow verification _and associated equipment. The metering metering stations will include an unmetered bypass. A general diagram of
locations and sizes of connections is contained on Page B-1 of this Exhibit B. A description of the points of entry and metering stations follows. Point No.1 Existing Point of Entry
and Metering Station: Location: In Sojourn (Academy) Drive approximately 155 feet west of the intersection of Sojourn Drive and Dallas Parkway in the City of Dallas. Schematic: At the
entry point, Addison's existing 10" main connects to Dallas' existing 10" main. The existing metering station is equipped with a 10" magnetic sewer meter. The existing metering station
is designed to measure a flow range of 0 to 5.76 MGD. Replacement Point of Entry and Metering Station: Location: The replacement point of entry is located at the replacement metering
station. The replacement metering station is located at the east side of the intersection of Dallas Parkway (proposed Dallas North Tollway) and Sojourn Drive in the City of Dallas. Schematic:
At the replacement entry point, Addison's proposed 18" main connects to Dallas' proposed 18" main at the replacement metering station. The metering facility design is proposed to initially
measure a flow range of 0 to 2.5 MGD with the ability to measure future increased flows through equipment and pipe modifications. B-2
Point No.2 Existing Point of Entry and Metering Station: Location: In the vicinity of Keller Springs Branch approximately 120 feet west of Dallas Parkway and approximately 1,185 feet
north of Keller Springs Road in the City of Dallas. Schematic: At the entry point, Addison's existing IS!' main connects to Dallas' existing 15" main. The existing metering station is
equipped with a 10" magnetic sewer meter. The existing metering station is designed to measure a flow range of 0 to 4.32 MGD. Replacement Point of Entry and Metering Station: Location:
The replacement point of entry is located at the replacement metering station. The replacement metering station is located at the east side of Dallas Parkway (proposed Dallas North Tollway)
approximately 1,205 feet north of Keller Springs Road in the City of Dallas. Schematic: At the replacement entry point, Addison's proposed 21" main connects to pallas' proposed 20" main
at the replacement metering station. The metering facility design is proposed to initially measure a flow range of 0 to 2.5 MGD with the ability to measure future increased flows through
equipment and pipe modifications Point No.3 Existing Point of Entry and Metering Station: Location: In the vicinity ,of Addison Branch at the west side of Dallas Parkway approximately
910 feet south of Bent Tree Forest Drive in the City of Dallas. Schematic: At the entry point, Addison's existing 12" main connects to Dallas' existing 12" main. The existing metering
station is equipped with an ultrasonic doppler wastewater flow meter on an 8" pipe. The . existing metering station is designed to measure a flow range of Oto 2 MGD. Replacement Point
of Entry and Metering Station: Location: The replacement point of entry is located at the replacement metering station. The replacement metering station is located at the east side of
Dallas Parkway (proposed Dallas North Tollway) approximately 675 feet south of Bent Tree Forest Drive in the City of Dallas. B-3
Schematic: At the replacement entry point, Addison's proposed 21" main connects to Dallas' proposed 21" main at the replacement meteiing station. The metering facility design is proposed
to initially measure a flow range of 0 to 2.5 MGD with the ability to measure future increased flows through equipment and pipe modifications. B-4
EXHIBIT C SPECIAL CONTRACT CONDITIONS/AGREEMENTS SUPPLEMENTAL AGREEMENTS CONCERNING STANDARD CONDITIONS The following conditions and clarifications are agreed to by Dallas and customer
in regard to the following standard conditions of this contract. C8.0 (This condition supplements condition 8.0 on page 9 of the basic contract.) C8.l Dallas agrees tnat if any reVlSlon
by the Dallas City Council of allowable discharge strengths has the effect of increasing future charges to the City of Addison, such revision shall be considered equivalent to a rate
change and Dallas shall adhere to the notification requirements of Condition 4.0. ,-'.::.. :. 2888D 20
2888D EXHIBIT D Exhibit D intentionally left blank. 21
EXHIBIT "E" ORDINANCE NO. 􀁴􀁾 'tv I/J ( AN ORDINANCE 􀁁􀁍􀁅􀁲􀀭􀀮􀁾􀁉􀁎􀁇 CHAPTER 18 "UTILITIES" OF OF ORDINANCES OF THE TOWN OF ADDISON, TEXAS, AS AMENDED BY ADDING NEW SECTIONS 18-165,
18-166, 1B-167, 18-168, 18-169, 18-170, AND 18-171; PROVIDING FOR ADOPTION OF MORE 􀁓􀁔􀁒􀁉􀁎􀁇􀁅􀁾􀁬 FEDERAL 􀁒􀁅􀁇􀁬􀁾􀁁􀁔􀁉􀁏􀁎 TO GOVERN CERTAIN CLASSES OF USERS, IF PROMULGATED;
PROVIDING FOR ENFORCEMENT OF THE PROVISIONS REGARDING ILLEr,AL DISCHARGE; PROVIDING FOR COMPLIANCE SCHEDuLES FOR INDUSTRIAL USERS TO MEET PRE'I'REATMENT STANDARDS; PROVIDING AUTHORITY
FOR THE MU"NICIPAL COUR:' TO ISSUE ADt·nNISTRATIVE SEARCH 1!IARRM!'iS 0"8 OTHER LEGAL PROCESS AS AN AID TO THE RIGHT OF ENTRY OF 􀁔􀀡􀀩􀁾􀀮􀀻􀁉􀀼􀁲 EHPLOYEES; PROVIDDIG FOR 􀁓􀁕􀁓􀁐􀁅􀁎􀁓􀁾􀁏􀁎
􀁁􀁾􀁭 􀁾􀁬􀁾􀁎􀁄􀁍􀁅􀁾􀁈 OF 􀁐􀁅􀁾􀀱􀁉􀁔􀁓 􀁵􀁾􀁄􀁅􀁒 􀁃􀁅􀁒􀁔􀁁􀁉􀁾 􀁃􀁏􀁎􀁄􀁉􀁔􀁉􀁏􀁾􀁓􀀻 PROVIDING FOR !NSPECTIONS; PROVIDING A PENALTY NOT TO EXCEED S1000; PROVIDING A SAVING 􀁃􀁌􀁁􀁾􀁓􀁅􀀻
PROVIDING A SEVERABILITY CLAUSE; 􀁁􀁾􀁭 PROVIDING AN 􀁅􀁆􀀺􀁅􀁃􀁔􀁉􀁜􀁾 DATE. BE IT 􀁏􀁒􀁄􀁁􀁉􀁾􀁔􀁦􀀺􀁄 BY THE CITY 􀁃􀁏􀁬􀁾􀁃􀁉􀁌 OF THE TOw"'N OF ADDISON, TEXAS, ,,0",';'-SECTION
1. That the Code of Ordinances, Town of Addison, Texas, as amended is hereby amended by amending Chapter 18 "Utilities" to add Sec. 18-165 to read as follows: Sec. 18-165. DEFINITIONS.
In this article, unless the context requires a different definition: 1
(1) AMENABLE TO TREATMENT refers to a substance that: (a) or interfere with the 0 erations of wastewater (b) is susceptible to reduction in concentration by treatment provided in the
Town's or the City of Dallas' wastewater treatment plant. to a level which is 􀁡􀁾􀁣􀁥􀁰􀁴􀁡􀁢􀁬􀁥 for discharge into a stream; and (c) is acceptable for sludge disposal. (2) BOD (denoting
biochemical oxygen demand) means the quantity of oxygen. expressed in mg/l. utilized in the biochemical oxidation of organic matter by standard methods procedure in five days at 20°
centigrade. (3) BUILDING (HOUSE) DRAIN means that part of the lowest horizontal piping of a drainage system which receives the discharge from wastes and drainage pipes within the walls
of the building, and conveys it to the building sewer, beginning three feet outside the inner face of the building wall or foundation. (4) BUILDING (HOUSE) 􀁓􀁅􀁾􀁾􀁒 means the extensfon
from the building drain to the sewer lateral at the propertv line or other lawful place of disposal (also called house lateral and house connection) . (5) CITY means the City of Dallas,
Texas. 􀁾􀀶􀀩 􀁔􀁏􀁷􀁾 means the Town of Addison, Texas. (7) CITY ENVIRONMENTAL HEALTH OFFICER means the environmental heaith officer of the city appointed bv the Citv Manager. or his
authorized representative. (8) COMPOSITE SAMPLES means samples composited during a period of time exceeding 15 minutes. (9) COD (denoting chemical oxygen demand) is the measure of the
􀁯􀁸􀁹􀁧􀁥􀁔􀀱􀁾􀀺􀀧􀁣􀁯􀁮􀁳􀁵􀁭􀁩􀁮􀁧 capacity. expressed in mg/l. It is expressed a5:.. the amount of oxygen consumed from a chemical oxidant in a speci'fic test. It does not differentiate
between stable and unstable organic matter and thus does not necessarily correlate with biochemical oxygen demand. (10) DIRECTOR means the director of the water 􀁵􀁴􀁩􀁬􀁩􀁴􀁩􀁥􀁾 department
of the Town or his authorized representative. (11) FLOATABLE GREASE means grease. oil or fat in a physical state such that it will separate or stratify by gravity in wastewater. 2
(12) GARBAGE means 8nimal and 􀁶􀁥􀁾􀁥􀁴􀁡􀁢􀁬􀁥 wastes and residue from the preparation, cooking, and dispensing of food and from the handling, storage, and sale of.food products and
produce. (13) GRAB SAMPLES means samples taken during a period of 15 minutes or less. (14) GREASE means fatty acids, soaps, fats, waxes, petroleum products, oil, and any material which
is"extractab1e hy hexane or freon solvent from an acidified sanDle and which is not volatilized during evaporation of the solvent. (15) INDUSTRIAL SURCHARGE means the additional charge
made on those persons or industries who discharge into the sanitary sewer, industrial wastes which are amenable to treatment by the citv's wastewater treatment Dr0cess but 􀁷􀁨􀁾􀁣􀁨
exceed the normal strength. (16) INDUSTRIAL USER means an industrv that discharges wastewater into (h.e c:t"fJ's or 􀁴􀀺􀁏􀁶􀀭􀀬􀁾􀁩􀁓 􀁳􀁡􀁮􀁩􀁴􀁾􀁙􀀢􀁦􀀮􀀧􀀢 􀁳􀁥􀀢􀁾􀁾􀁥􀁾􀁳 or w2stewatey
treatment D:Gnts. (17) INDUSTRIAL WASTE means all wa tey-borne solids, liquids, or gaseous substances resultin£ 􀁾􀁲􀁯􀁭 an 􀁩􀁮􀁤􀁾􀁳􀁴􀁲􀁩􀁡􀁬􀀬 man 􀀢􀁾􀁾􀁣􀁾􀁵􀁲􀁩􀁮􀁾 or fooo" 􀁰􀁾􀁯􀁣􀁰􀁳􀁾􀁾􀁮
􀁾 􀁯􀀢􀁥􀁲􀁾􀁰􀁾􀁮􀁲 nr 􀁾􀀭􀁮􀁾 􀁲􀁾􀁥 􀁾􀁥􀀧􀀻􀁥􀀧􀁯􀁄􀁭􀁥􀁮􀀧􀁴 􀁾􀀮􀀮􀀻􀁾 c. L.. ... 􀁾􀀧􀀭 _ -_.... t'7 .. t"' -c "--__ 􀁾􀁾􀀧 ,'o.J _ _ _ '-' .:_ _ .. L L: v _ • L.!. .. 0: a
natuyal resource. oy any 􀁭􀁬􀁸􀁾􀁾􀁲􀁥 OT. 􀁴􀁾􀁥􀁳􀁥 􀁷􀁾􀁴􀁨 ,{ater or domestic sewage. (18) 􀁉􀁾􀁔􀁕􀁓􀁔􀁒􀁙 means a peysor. or 􀁥􀁳􀁴􀁡􀁾􀁬􀁩􀁳􀁴􀁾􀁥􀁾􀁴 that is yecogni:ed and
identi=ieci in the Standard 􀁔􀀢􀁤􀁵􀁳􀁴􀁲􀁩􀁡􀁾 Classification 􀁍􀁡􀁾􀁵􀁡􀁬􀀬 􀁾􀀹􀀷􀁚􀀬 Executive Office of 􀁴􀁨􀁾 􀁆􀁲􀁥􀁳􀁩􀁤􀁥􀁮􀁾􀀺 Office of 􀁾􀁡􀁮􀁡􀁧􀁥􀁭􀁥􀁮􀁴 and BUdget. (19)
INTERFERENCE 􀁾􀁥􀁡􀁮􀁳 inhibit:cn or disTuDtion of the citv's or town's wastewater sewer s·.rst.em, trear...ent Drocesses, or ocerations which contrlDutes to a vio12tlOrc 0: anv yeauirements
ot Dallas' 􀁆􀁥􀁤􀁾􀁲􀁡􀁬 errluent aischarge pp.rmir. (20) MILLIGRAMS PER LITER (T:lg!l) is a \.,;e:i;nt per volume concentration; the milligram-per-liter value multiplied bv the factor
8.3A, is equivalent to pounds of. constituent per million gal1on5 o.f:water. NATIONAL CATEC,ORICAL PRETREATMENT 􀁓􀁾􀁁􀁎􀁄􀁁􀁒􀁄􀁓 retreatment standards the (22) NATIONAL PRETREATMENT
􀁓􀁔􀁁􀁎􀁄􀁁􀁒􀁾􀁓 means wastewater auality dischar e retreatment standards that have been e5tab-􀁾􀁳 ed or Wl e esta 15 e or IndustrIa c.ategorles y t e United States Environmental
Protection Agency. 3
(23) NORMAL DOMESTIC SEWERAGE.means "normal" sewerage for Dallas for which the average concentration of suspended solids and five-day BOD is established at 􀁾􀀵􀀰 mg/i, each on the basis
of the normal daily contribution of 2l/l00ths pounds per, capita. (24) tWRMAL DOMESTIC WASTEWATER means water-borne wastes normally discharging from the sanitary conveniences of dwellings,
(including apartment houses and hotels), nffice buildings, £actorie8 and institutions, free from storm surface water and industrial wastes. (25) PAVED means any concrete pavement of
Portland cement or asphaltic concrete base pavement, concrete driveway, walk, curb, or gutter and all types of pavement having native stone, crushed rock, or gravel base. (26) PERMITTEE
means a person granted a permit under this article. (27) PERSON means an individual, firm, company, industry, municipal or private corporation, association, governmental agency, or other
entity. (28) PE means the reciprocal of the logarithm (base 10) of 􀁨􀁹􀁤􀁲􀁯􀁧􀁥􀁾 ion concentration of a solution. (29) PASS THROUGH means the discharge of pollutants through the ci
tv's or to'W"TI is wastewater sewer svstem. treatment processes, or onerations into 􀁮􀁡􀁶􀁩􀁾􀁡􀁢􀁬􀁥 waters in auantities or concentrations which are a cause ot or signiticantIv contribute
to a violation ot any rp.Guirement ot the city's Federal effluent discharge perbit. t , (30) PRETREATMENT STANDARDS means pollutant concentration 􀁤􀁩􀁾􀁣􀁨􀁡􀁲􀁧􀁥 limitation recuirements
sri ulated in this cha ter and Feder2.1 Pretreatment StanGaras oromu gate y t e Unitee States 􀁅􀁮􀁶􀁾􀁲􀁯􀁮􀁲􀁲􀁬􀁥􀁮􀁴􀁡􀁬 Protection Agencv. " (31) PROPERtY SHREDDED GARBAGE means
the wastes from the preparation, cooking, and dispensing of food that have been shredded 􀁴􀁾􀀮􀁳􀁵􀁣􀁨 an extent that all particles will be carried freely under the flow conditions
normally 􀁰􀁲􀁥􀁶􀁡􀁩􀁬􀁩􀁮􀁧􀁾􀁮􀁳􀁡􀁮􀁩􀁴􀁡􀁲􀁹 sewers, with no particles greater than one-half inch in any dimension. (32) RIGID BASE PAVEMENT means any concrete pavement of Portland
Portland cement or asphaltic concrete 􀁢􀁾􀁳􀁥 pavement, concrete driveway, walk, curb or gutter. (33) SANITARY SEWER means a public sewer which conveys domestic wastewater or industrial
wastes, or a combination· of both, and into which storm surface, and ground water or unpolluted wastes are not intentionally admitted. 4
(34) SIGNIFICANT INDUSTRIAL USER means: (i) any industrial user that discharges 50,000 gallons or more of wastewater into the sanitary sewer system per day, not including cooling water
used in air conditioning; or (ii) any other industrial user defined as a categorical user by the United States 􀁅􀁮􀁶􀁩􀁲􀁯􀁾􀁭􀁥􀁮􀁴􀁡􀁬 Protection Agency; or (iii) any other industrial
user deemed by the director to be a significant nondorr.estic discharge SOUY2e that alone or combined with other sources may cause ass through, interference, or sludge contamination
1n t e C1ty s or 􀁴􀁯􀁷􀁾 s wastewater treatment works and facilities. (35) STANDARD METHODS Qeans the laboratory procedures set forth in the latest edition, At the time of analysis,
of Standard Methods for the Examination of Water and Wastewater, as prepared, approved and published jointly by the American Water Works Association and the Water Pollution Control Federation.
(36) STORM 􀁓􀁅􀁜􀁾􀁒 or STORM DRAIN 􀁾􀁀􀁡􀁮􀁳 a conduit, 􀁤􀁲􀁡􀁩􀁮􀁡􀁾􂂬 ditch, stream, or other water course that may carry water to the Trinitv River directly or indirectly. (37)
􀁓􀁕􀁓􀁐􀁅􀁾􀁄􀁅􀁄 SOLIDS means solids thatei::her float on the surface of, or are in suspension in, water, wastewater, or other licuids and which, in 􀁡􀁣􀁣􀁯􀁲􀁤􀁡􀁾􀁣􀁥 wict standard
sethods, qre reD0vable by a standard, specific laboratory filtratior device. (38) 􀁔􀁏􀁾􀁾 means the 􀁔􀁯􀁷􀁾 of Addison, Texas. 􀀨􀀳􀁾􀀩 􀁔􀁏􀁾􀁾 􀁅􀁎􀁖􀁉􀁒􀁏􀁾􀁾􀁅􀁎􀁔􀁁􀁌 HEALTH OFFICER
􀁾􀁥􀁡􀁮􀁳 the environ 􀁾􀁥􀁮􀁴􀁡􀁬 􀁨􀁾􀁡􀁬􀁴􀁨 orticer of the Town aDPointed tlv t:he Tow"TI. Ec:.nager, or his authorized reoresentative. (40) WASTE MANAGEMENT OPERATOR means a person
engaged in the business of receivlng, storing, treating, or disposing of industrial waste. (41 ).WASTEWATER means water-carried waste. (42); WASTE\olATER FACILITIES means all facilities
of the city for collecting, pumping, treating, and disposing of sewage. (43) WASTEWATER TREATMENT PLANT means the Dallas-owned facilities, devices, and structures used for receiving
and treating wastewater from the city wastewater facilities." 5
SECTION 2. That thA Code of Ordinances, Town of Addison Texas, as amended is hereby amended by amending Chapter 18 "Uti li tieslf to add Section 18-166 . to read as follows: Sec. 18-166
ENFORCEMENT. (a) The director and the town environmental health officer shall have the power to enforce the provisions of this article. the (b) court shall have the ower to issue to
t ortlcer a mlnlstratlve searc allowed bv law, where necessary to aid (c) A person who violates any prOV1Slon guilty of a separate of tense tor each dav or curIng: wnIC,_ tne VI01atlon
IS contInued.. t.acL of this article is ortion ot a dav orteTIse IS punisnable bv a fine net to exceed $1000. (c) A culpable mental state is net recuired to rove an offense unGer 􀁴􀁾
is artie_e. A person is crimina LV responsiole tor a 􀁶􀁩􀁯􀁬􀁡􀁾􀁩􀁯􀁮 of this article it: (i) viola:ion; the person commits or assists in the comnission of a or deteT7.l1T:eci to facilities
(e) This article maY be enforced bv civil court action as pro'l:!. ded bv s ta te or federa 1 1 law. it SECTION 3. That Chapter 18 "Utilitieslf of the Code of Ordinances of the Town
of Addison, Texas as amended is amend to include 􀁡􀁾􀁮􀁥􀁷 section 18-167 to read as follows: Sec. 18-167 CERTAIN WASTES PROHIBITED IN SANITARY SEWERS. (a) No person shall discharge.
or cause or permit to be discharged into a sanitary sewer: (1) any inflows or infiltration, as illustrated by, but not limited to, storm water, ground water, roof run-off, subsurface
drainage, a downspout, a yard drain, a yard fountain or pond, or lavm spray; 6
(2) wastewater or industrial waste generated or produced outside the town unless approval in writing from the director has been given the person discharging 􀁴􀁾􀁥 waste; (3) a liquid
or vapor having a temperature higher than 150 0 fahrenheit (65 0 centigrade); (4) gasoline, kerosene, benzene, naphtha, fuel oil or vapors, or materials, capable of forming a flammable
or explosive mixture;(5) solid or liquid substances in quantities capable of causing obstruction to the flow in sewers or otherinterference with the proper operation of the wastewater facilities as illustrated by, but not limited to, ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar,
plastics, wood, whole blood, paunch 􀁭􀁡􀁾􀁵􀁲􀁥􀀬 hair and fleshings, entrails, lime slurry, lime residues, slops, chemical residues, paint residues or bulk solids, except when such
items as lime slurry or lime residues are used in the treatment of combined storm and wastewater during storm runoff; (6) a gas or substance capable of forming a gas which 􀁥􀁩􀁴􀁾􀁥􀁲
singly or by 􀁩􀁮􀁴􀁥􀁲􀁡􀁴􀁾􀁯􀁮 with other waste may cause ob;ectionable odor, hazard to li£e, or other conditions deleterious to 􀁳􀁾􀁲􀁵􀁣􀁴􀁵􀁲􀁥􀁳 or the city's 􀁷􀁡􀁳􀁾􀁥􀁾􀁡􀁴􀁥􀀽
treatment processes; (7) 􀁾􀁡􀁲􀁢􀁡􀁧􀁥 that has not been properly shredded; (8) wastewater exceedin.g 10C rr..g/l of oils, fats and grease of the following types: (A) floatable grease
of any origin; (B) free or emulsified grease of petroleum or wineral origin, or both, including, but not limited to; (i) cooling or quenching oil; (ii) lubrication oil; .. (iii) cutting
oil; and (iv) non-saponifiable oil; (9) a substance having a pH value lower than 5.5 or higher than 10.5; (10) metals in the form of compounds or elements in solution or suspension in
concentrations exceeding the following: Arsenic (As) Barium (Ba) Cadmium (Cd) 0.10 T:lJ 1.0 7 mg/l mg/l mg/l
Chromium (Total) Copper (Cu) Lead (Pb) Manganese (Mn) Mercury (Hg) Nickel Selenium (Se) Silver (Ag) Zinc (Zn) 5.0 5":lJ" ;-:-TI" T:1f-0.01 3":lJ U":Os 4.0 ;-:-TI" . mg/l mg/l mg/l mgl.l
mg/l mg/l mg/l mg/l mg/l (11) heavy metals and toxic material in concentrations prohibited by state and federal regulations including, but not limited to: Antimony Beryllium Bismuth
Boron Cobalt Molybdenum Uranylion Rhenium Strontium Tellurium Fungicides Herbicides Pesticides unless the permit obtained specifies conditions of pretrectment, concentrations, and voluQes;
(12) cycnides or cyanogen compounds ccpable of liberating hydrocyanic gas on acidification in excess of two mg/l as eN; (13) chlorides greater than 500 mg/l; (14) radi.oacti'wTernaterials
in a manner which will permit. a transient concentration higher than 100 microcuries per liter; (15) sulfides greater than 10.0 mg/l; (16) sulfates in concentrations which are not amenable
to treatment; (17) emulsified grease of animal or vegetable origin in concentrations which are not amenable to treatment; 􀂷􀀻􀀬􀀬􀀻􀀺􀀧􀁾􀁾􀀳􀁟􀀻􀂷 􀀨􀁾􀁩􀁾􀀿 unusual taste or odor
producing substances, unless 􀁰􀁲􀁥􀁴􀁲􀁥􀁡􀁴􀁾􀁤􀀺􀁾􀁴􀁯 a concentration acceptable to the director, so that the material does not; (A) cause damage to collection facilities; (B) impair
the city's treatment processes; (C) incur treatment cost exceeding those of normal sewage; or (D) render the water unfit for stream disposal or industrial use; 8
, . (19) BOD or suspended solids in excess of 250 mg/l; (20) a discharge of water, .wastewater, or industrial waste which in quantity of flow, exceeds for any period of duration longer
than 15 minutes, more than four times the averRge 24 hour flow during normal operation; (21) total dissolved solids in concentrations which are not amenable to treatment; (22) COD in
concentrations which are not amenable to treatment; (23) any other substance which is deterrr.ined by the director to be not amenable to treatment; (24) organic chemical substances in
concentrations exceeding the 􀁴􀁯􀁬􀁬􀁯􀁷􀁩􀁮􀁾􀀺 Benzene PSenol 'Toluene Isopropvl Alcohol Acetone 􀁾􀁥􀁾􀁨􀁶􀁬􀁥􀁮􀁥 Chloride Ethvl Benzene l1ethvl Alcohol Methvl Ethvl Ketone Xylene
􀁭􀁾􀀯􀁬 mg/l Qglt mg/􀀭􀁾 mg/l -m---g../..l. mg/l mg!i 􀁲􀁮􀁾􀀯􀁩 -m-g/-l (25) insecticides and herbicides in concentrations which are not amenable to 􀁾􀁲􀁥􀁡􀁾􀁭􀁥􀁮􀁴􀀻 (26) Poly-chlorinated
biphenYls. (b) If a person 􀁤􀁩􀁳􀁣􀁨􀁡􀁲􀁾􀁥􀁳 a substance into the sanitary sewer in violation of this section, the director DaV: (1) terminate the service of water or sanitary sewer
to the premises from which the substance was discharged;' or 􀀮􀁾􀀧􀀮􀁾􀁾􀀧􀀭􀀮 (2j:'0, require pretreatment or control of the quanti ties and rates of ""discharge of waste to bring
the discharge within the limits established by this. section. (c) Action taken bv the director under Subsection (b) does not prevent the use of other enforcement methods available to
the ci ty. 9
re ulations to control the waste Into t e CIty s SECTION· 􀁬􀁩􀀯􀁾􀀧 .The the Code of Ordinances, Town of Addison, Texas, as amended, is hereby amended by amending Chapter 18 "Utilities"
to add Section 18-168 to read as follows: Sec. 18-168 RIGHT OF ENTRY OF CITY EMPLOYEES. The director, the city environmental health officer, and other duly authorizea employees ot the
town acting as tneir duly authorized agents and breaking proper credentials and identification, shall be permitted to 􀁾􀁡􀁩􀁮 access to such properties as mav be necessary for the purpose
of inspection, observation, measurement, sampling and testing in accordance with the provisions of this article. SECTION 5. The the Code of Ordinances, Town of Addison, Texas, as amended,
is hereby amended by amending Chapter 18 "Utilities" to add Section 18-169 to read as follows: Sec. 18-169. PERMIT REQUIRED FOR DISCHARGE OF INDUSTRIAL WASTE; APPLICATION; EXEMPTIONS.
(a) A significant industrial user shall not discharge, or allow to be discharged, industrial waste into the sanitcTV sewer without Obtaining and maintaining a valid permit from the director.
10
devices, (c) The director shall issue a peDr.it if: (1) the director determines. that pretreatment facilities are adequate for efficient treatment of discharged waste, and comply with
the waste concentration level requirements of section 3 or with national ·pretreatment standards, whichever is apolicab Ie; or (2) the applicant has submitted: (a) an expected compliance
date, (b) an installation schedule of approved pretreatment (3) applicant is not discharging waste in violation of Section 3 other than excessive BOD or suspended solids. (d) Permit
granted under this section are not transferrable or assignable. SECTION 6. The the Code of Ordinances, Town of Addison, Texas, as amended, is hereby amended bv 􀁡􀁉􀁔􀀮􀁥􀁾􀁤􀁩􀁮􀁧 Chapter
18 "Utilities" to add Section 18-170 to read as follows: Sec. 18-170. DENIAL OR SUSPENSION OF PERMIT. (a) The director may deny a permit if he determines that an applicant is not qualified
under Section 5 (c) and may suspend a permit if he determines that a permittee: (l}is not qualified under Section 5 (c); (2) has violated a .provision of this article; (or) (3) has failed
to pay a fee required by this chapter; ment a plicable Federal retreat-(5) has failed to comply 􀁾􀁩􀁴􀁨 the compliance schedule required under Section 5 (c). 11
.. I (b) After suspension under this section, a permittee may file a request for reinstatement of the permit. When the director determines that the permittee is again qualified, all
violations have been corrected, precautions have been taken to prevent future violatons, and all required fees have been paid, he shall reinstate the permit. (c) A permittee whose permit
is suspended shall not discharge industrial waste into .the sani tary sewer. (d) The director may amend a permit with additional reuirements to assure com iiance with a licable laws
and re uatlons.SECTION 7. The the Code of Ordinances, Town of Addison, Texas, as amended, is hereby amended by amending Chapter 18 "Utilities" to add Section 18-171 to read as follows:
Sec. 18-171. SECTION 8. That a person violating a provision of this Ordinance, upon conviction, is punishable by a fine not to exceed $1000. SECTION 9. That Chapter of the Code of Ordinances,
Town of Addison, Texas, as amended, shall remain in full force and effect, save and except as amended by this Ordinance. SECTION 10. That should any paragraph, sentence, subdivision,
clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this ordinance as a whole 12
, , or any part or provisions thereof other than the part so decided to be invalid, illegal or unconstitutional, and shall not affect the validity of this ordinance as a whole. SECTION
11. That this Ordinance shall take effect imrnediately from and after its passage and publication in accordance with the provisions of the Charter of the Town of Addison, and it is accordingly
so ordained. DULY PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, -J.I.-II .: 􀁾􀀺 r /_ j J TEXAS, on this the.."L',\ -day of ".:-􀀺􀁾􀀮 :-( U_C{l..·l., , 1984. ATTEST: , i ..';..,
I 'I,' /'_ 􀁟􀁾􀀬 _ r' CITY SECRETARy 13
EXHIBIT E 832294 7/5/83 OROINANCE NO. 17906 An Ordinance amending CHAPTER 49, "WATERS AND SEWERS," of the Dallas City Code, as amended; by amending Sections 49-84, 49-100, 49-106, 49-107,
49-108, and 49-112.1, and by adding new Section 49-84.1; providing for adoption of more stringent Federal regulations to govern certain classes of users, if promulgated; providing for
enforcement of the provisions regarding illegal discharge; providing for compliance schedules for industrial users to meet pretreatment standards; providing authority for the Municipal
Court to issue administrative search warrants or other legal process as an aid to the right of entry of City employees; providing for suspension and amendment of permits under certain
conditions; providing for inspections; providing a penalty not to .exceed" $200; providing a saving clause; providing a severability clause; and providing an effective date. BE IT ORDAINED
BY THE CITY COUNCIL OF THE CITY OF DALLAS: SECTION 1. That Saction 49-84, "Definitions," of CHAPTER 49, "WATER AND SEWERS," of the Dallas City Code, as amended, is amended to read as
follows: "SEC. 49-84. DEFINITIONS. In this article, unless the context requires a different definition: 1
1790u 832294 (1) AMENABLE TO TREATMENT refers to a substance that: l!l does not damage or interfere with the operations of wastewater facilities; ..,U!l. is 􀁛􀀸􀁥􀁾􀁐􀁈􀁊􀁝 susceptible
to reduction in concentr'atlon EY treatment provided in the City's wastewater treatment plant, to a level which is acceptable for discharge into a stream, and l£l is acceptable for sludge
disposal. (2) BOO (denoting biochemical oxygen demand) means the quantity of oxygen, expressed in mg/l, utilized in the biochemical oxidation of 􀁑􀁾􀁧􀁡􀁮􀁩􀁣 matter by standard methods
procedure in 􀁦􀁾􀁶􀁥􀀮 days at 20° Centigrade. (3) BUILDING (HOUSE) DRAIN means that part of the lowest hor izontal piping of a dra inage system wh ich receives the . discharge from
wastes and drainage pipes within the walls of the building, and conveys it to the building sewer, beginning three feet outside the inner face of the building wall or foundation. (4)
BUILDING (HOUSE) SEWER means the extension:from the building drain to the sewer lateral at the property line or other lawful place of disposal (also called house lateral and house connection).
(5) CITY means the city of Dallas, Texas. (6.) CITY envir􀁯􀁮􀁭􀁥􀀢􀀻􀀻􀀻􀁮􀁾􀁴􀀭􀁡􀁾􀁬􀀭􀀺􀀽􀁨􀀻􀀧􀀺􀀧􀀻􀁥􀀢􀀧􀀺􀀢􀁡􀀭􀀺􀀽􀀱􀀷􀁴􀀺􀀻􀀽􀀭􀁨􀀢􀀺􀀧􀀺􀀧􀀺􀀺􀀢􀀻􀀺􀁯􀁾􀁦􀀧􀀻􀀺􀁦􀀭􀀷􀁩􀀧􀀺􀀧􀀺􀀺􀁣􀀽􀁥􀀭􀁲
􀀽􀀽􀀺􀀧􀀽􀀺􀀧􀀺􀀧􀀻􀀽􀁾􀀧􀀽􀀢􀀢􀀺􀀻􀀧􀁾􀀽􀁾􀀽􀀧􀀺􀀺􀀻􀀻􀀢􀀺􀀢􀀺􀀧􀀻􀀻􀀧􀀭􀀭􀀭􀀽􀁾 manager pursuant to ectlon authorized representative. (7) [fSr] COMPOSITE SAMPLES means samples composited
during a period of time exceeding 15 minutes. (a) 􀁛􀁦􀁾􀀫􀁝 COO (denoting chemical oxygen demand) is the measure of the oxygen consuming capacity, expressed iri mg/l. It is expressed
as the amount of oxygen consumed from a chemical oxidant in a specific test. It does not differentiate between stable and unstable organic matter and thus does not necessarily correlate
with biochemical oxygen demand. (9) [f8+] DIRECTOR means the director of the water utilities department of the city or his authorized representative. 2
I' 17906 􀁾􀁪􀀲􀀲􀀹􀀴 (10) 􀁛􀁴􀁾􀁴􀁝 FLOATABLE GREASE means grease, oil or fat in a physical state such that it will separate or stratify by . gravity in wastewater. J1!l 􀁛􀁴􀁩􀀦􀁾􀁝
GARBAGE means animal and vegetable wastes and residue from the preparation, cooking, and dispensing of food and from the handling, storage, and sale of food products and produce. . .
(12) 􀁛􀁴􀁾􀁾􀁲􀁝 GRAB SAMPLES means samples taken during a perioa-of 15 minutes or less. (13) 􀁛􀁴􀁾􀁩􀁴􀁝 GREASE means fatty acids, soaps, fats, waxes, petroleum products, oil, and
any material which is extractable by hexane or freon solvent from an acidified sample and which is not volatilized during evaporation of the solvent. (14) 􀁛􀁾􀀡􀀳􀁴􀁝 INDUSTRIAL SURCHARGE
means the additional charge made on those persons or industries who discharge into the sanitary sewer, industrial wastes which are amenable to treatment by the city's wastewater treatment
processes but which exceed the normal strength. (15) INDUSTRIAL USER means an industry that discharges wastewater into the city's sanitary sewers or wastewater treatment plants. (16)
􀁛􀁴􀁾􀀴􀁲􀁝 INDUSTRIAL WASTE means all water-borne 􀁳􀁯􀁬􀁩􀁾􀁬􀁩􀁱􀁵􀁩􀁤􀁳􀀬 or gaseous substances resulting from an industrial, manufacturing, or food processing operation, or from
the development of a natural resource, or any mixture of these with water or domestic sewage. (17) 􀁛􀁴􀁾􀀻􀁔􀁝 INDUSTRY means a person or establishment that-rs-recognized and identified
in the Standard Industrial Classification Manual, 1972, Executive Office of. the President: Office of Management and Budget. (18) INTERFERENCE means inhibition or disruption of the 􀁣􀁩􀁴􀁹􀁾􀁡􀁳􀁴􀁥
􀁷􀁡􀁴􀁥􀁲 sewer system, treatment processes, or operations which contrlbutes to a violation of any requirements of city's Federal effluent discharge permit. (19) 􀁛􀁾􀀡􀀶􀁴􀁝 MILLIGRAMS
PER LITER (mg/1) is a weight per volume concentration: the mi11igram-per-1iter value multiplied by the factor 8.34 is equivalent to pounds of constituent per million gallons of water.
3
17906 832294 llQl NATIONAL CATEGORICAL PRETREATMENT STANDARDS means the national pretreatment standards imposed on 􀁥􀁘􀁩􀁳􀁴􀁩􀁮􀁾 or new . industrial users in specific industrial subcateiorles,
which specifY the quantIties or concentrations of pol utants or pollutant properties which may be discharged or introduced to a wastewater treatment plant. (21) NATIONAL PRETREATMENT
STANDARDS means wastewater gualit¥'discharge pretreatment standards that have been established or will be established for industrial categories by the United States Environmental Protection
Agency. 􀁾 [t%;tl NORMAL DOMESTIC SEWERAGE means "normalw sewerage for Dallas for which the average concentration of suspended solids and five-day BOD is established at 250 mg/l, each
on the basis of the normal daily contribution of 21/100ths pounds per capita. (23) [t%&tl NORMAL DOMESTIC WASTEWATER means water-borne wastes-normally discharging from ·the sanitary
conveniences of dwellings (including apartment houses and hotels), office buildings, factories and institutions, free from storm surface water and -industrial wastes. (24) 􀁛􀁴􀀥􀁾􀁴􀁝
PAVED means any concrete pavement of Portland cement or asphaltic concrete base pavement, concrete driveway, walk, curb, or gutter and all types of pavement having native stone, crushed
rock, or gravel base. (25) 􀁛􀁾􀁾􀁑􀁴􀁝 PERMITTEE means a person granted a permit under this article. (26) 􀁛􀁴􀁾􀀥􀁴􀁝 PERSON means an individual, firm, company, industry, municipal
or private corporation, association, governmental agency, or other entity. (27) 􀁛􀁴􀁾􀁾􀁴􀁬 PH means the reciprocal of the logarithm (base 10) of the hydrogen ion concentration of a
solution. (28) PASS THROUGH means the discharge of pollutants through the CItY's wastewater sewer system, treatment processes, or operations into navigable waters in quantities or concentrations
which are a cause of or significantlY contribute to a violation of any requirement of the city's Federal effluent 􀁤􀁩􀁳􀁣􀁨􀁡􀁲􀁾􀁥 permit. (29) PRETREATMENT STANDARDS means pollutant
concentration discharge limitation requirements stipUlated in this chapter and Federal Pretreatment Standards promulgated by the United States Environmental Protection Agency. 4
17906 (30) 􀁛􀁴􀀣􀁾􀁴􀁝 PROPERLY SHREDDED GARBAGE means the wastes from the 􀁰􀁲􀁥􀁰􀁡􀁲􀁾􀁴􀁩􀁯􀁮􀀬 cooking, and dispensing of food that have been shredded to such an extent that all
particles will be carried freely under the. flow conditions normally prevailing in sanitary sewers, with no particles greater than one-half inch in any dimension. J11l 􀁛􀁴􀁾􀁾􀁔􀁝 RIGID
BASE PAVEMENT means any concrete pavement of Portland cement or asphaltic 􀁣􀁯􀁮􀁣􀁾􀁥􀁴􀁥 base pavement, concrete driveway, walk, curb or gutter. (32) 􀁛􀁴􀁾􀁾􀁔􀁝 SANITARY SEWER means
a public sewer which conveys domestic wastewater or industrial wastes, or a combination of both, and into which storm surface, and ground water or unpolluted wastes are not intentionally
admitted. (33) SIGNIFICANT INDUSTRIAL USER means: (i) any industrial user that discharges 50,000 . gallons or more of wastewater into the sanitary sewer system per day, not including
cooling water used in air conditioning; or (ii) any industrial user defined as a categorical user by the UnTtea States Envlronmental Protection Agency; or (iii) any other industrial
user deemed by the director to be a slgnlflcant nondomestic discharge source that alone or combined with other sources may cause pass through, interference, or sludge contamination in
the city's wastewater treatment works and facilities. (34) 􀁛􀁾􀁾􀀶􀁔􀁝 STANDARD METHODS means the laboratory procedures set forth in the latest edition, at the time of analysis, of
Standard Methods for the Examination of Water and Wastewater, as prepared, approved and pUblished jointly by the American Public Health Association, the American Water Works Association
and the Water Pollution Control Federation. (35) 􀁛􀁾􀁾􀀻􀀪􀁝 STORM SEWER or STORM DRAIN means a conduit, drainage ditch, stream, or other water course that may carry water to the Trinity
River directly or indirectly. (36) 􀁛􀁴􀁾􀀦􀀪􀁝 SUSPENDED SOLIDS means solids that either 􀁦􀁬􀁯􀁡􀁾 the surface of, or are in suspension in, water, wastewater, or other liquids and
which, in accordance with standard methods, are removable by a standard, specific laboratory filtration device. 5
17906 8322940 (37) 􀁛􀁴􀁩􀁾􀁴􀁬 WASTE MANAGEMENT OPERATOR means a person engaged in the business of receiving, stor ing, treating, or 0 disposing of industrial waste. .illl [􀁴􀀳􀀭􀁾􀁴1
(39) [t3-3:tl of the city f?r sewage. WASTEWATER means water-carried waste • WASTEWATER FACILITIES means all facilities collecting, pumping, treating, and disposing of l!Ql [t3-#tl WASTEWATER
TREATMENT PLANT means the city-owned facilities, devices, and structures used for receiving and treating wastewater from the city wastewater facilities." SECTION 2. That Chapter 49,
"WATER AND SEWERS" of the Dallas City Code, as amended, is amended to include a new Section 49-84.1 as follows: "SEC. 49-84.1. ENFORCEMENT. (a) The director and the city environmental
health officer sha1r-Eave the power to enforce the provisions of this article. (b) The municipal court shall have the power to issue to the CIty environmental health officer administrative
search warrants, or other process allowed by law, where necessary to aid in enforcing this article. (c) A erson who violates an rovision of this article is 􀁧􀁕􀁩􀀱􀁾􀁯􀁦 a separate
offense or each ay or portlO" 0 ay auring which the violation is continued. Each offense or a violation of this. article if: (i) the person commits or assists in the commission of a
violation; or (ii) the person owns or manages the property or facilities determined to be the source of the illegal discharge under Section 49-99, 49-100, 49-100.1 or 49-107. 6
DATE: 10/24/1993 TIME: 1.S:59::19 INPUT DATA FILENAME --------------ADD.I16 TABULATED OUTPUT FILENAME --------ADD.Olb * * * * * ::I< * 􀁦􀁯􀁴􀁾 the ::I< * * * * * * * * * * * * * * K
Y PIP E * * * * * * * * * * * ::I< * ::I< University of Kentucky Hydraulic Analysis Program * Distribution of Pressure and Flows in Pipe Network Systems ::I< FORTRAN VERSION -3.40 (01/02/91)
* * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ::I< 􀁾􀀵􀁃􀀩􀁯 􀀵􀁾 􀁁􀁾􀁦􀀷􀁄􀀭􀁗 llA 􀁾􀁾 􀁐􀁾􀁾􀁧􀁗􀀱􀁬􀁥 􀁾􀀯􀁊􀁁􀀭 􀁾􀀮 ToJw"t 􀁾􀁬 ************************************************
SUM MAR Y 0 FOR I GIN A L D A T A ************************************************ 􀁕􀁾􀂷􀁬􀁉􀁔􀁓 S P E C I FIE D FlOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG P R V D A T (\ THERE
IS A PRV 􀁲􀀺􀁾􀁔 􀁊􀁕􀁾􀂷􀀮􀁊􀀮􀁃􀁔 ION 401 F'OR LIHE 402 SET AT A GRADE 􀁯􀁲􀁾 730.00 􀁔􀁈􀁅􀁆􀀼􀁾􀁅 I 􀁾􀀩 􀁲􀀭􀁾 PR\/(--IT JUNCTION 401 FOR L,It···jE .::j.Q 5 SI:T AT 􀁲􀀭􀁾 􀁇􀁆􀁾􀁁􀁄􀁛
01:' 73ES" 00 THERE IS A 􀁐􀁆􀁾􀁖 r-H 􀁊􀁕􀁴􀁾􀁃􀁔􀁬􀁭􀀬􀀬􀀡 457 F:OR 􀁌􀀬􀁈􀁾􀁅 458 SET 􀀨􀁾􀁔 􀀨􀁾 GRADE m:: 730.00 THERE IS () PRV AT JUt'lCTIOt-J, 457 F'OR LINE 459 SET 􀀨􀁾􀁔 􀁲􀀭􀁾
GR(.4DE OF 735,,00 THERE IS A PR\/r-H JUt'-J,CT I ON 􀀵􀀰􀁴􀀧􀁾􀂷 F'OR LINE 505 SET r-H Pi GRADE OF' 􀀷􀁾􀀵􀀰􀀮 00 THERE: IS 􀀨􀀺􀁾 PRV r-H JUNCT IOt"j 504 FOR I_II,,·jE 507 SI:T AT
􀁲􀀭􀁾 GRPiDI:: OF 755,,00 p :r: P rr"-L I t'-j I:: 􀀨􀁾 N D P U I'll P D A T A PIPE NO" t'-jODE: r·10S. I_I::NC,TH D:r 􀀨􀀺􀁾􀀱􀀭􀀱􀁅􀁔􀁅􀁆􀁾 FWUGHt-J,ESS t-"iINOR I_OSS KI_ (FTET)
(INCHES) 100 0 100 30.0 24.0 120.0 .00 .102 100 102 400 .. 0 24.0 120,.0 .00 104 102 104 :;:,80.0 24.0 120,.0 .00 .108 .104 108 2860.0 24.0 120.0 .00 110 10::3 110 30.0 30,.0 120.0 .00
.112 110 112 1::30.0 36.0 120.0 .00 116 112 116 L160.0 36,,0 120 .. 0 .. 00 .120 116 340 590.0 36 .. 0 120.0 .00 131 102 1.42 660.0 24.0 120.0 ,,00 133 146 1'wZ''7'',.) 450.0 16.0 110.0
.00 135 133 13::3 730.0 16.0 1.10.° .. 00 .137 1.0::3 138 90.0 16.0 110.0 .00 138 112 138 300 .. 0 12.0 100.0 .00 .lAO 100 140 470,.0 24.0 120.0 .00 142 140 142 290.0 24.0 120.0 .00
.146 142 146 2750,. ° 24.0 120.0 .00 200 ° 200 10 .. 0 24 .. 0 120,.° .00 :201 200 201 40,.0 24.0 120,.° .00 202 201 􀀺􀀺􀀻􀀻􀀺􀁾􀀨􀀩􀀺􀀲 15.0 24.0 1:2:0,. ° .00 􀁾􀁾􀁾􀀨􀀩􀀳 202 203
15.0 24.0 120.0 .00 204 201 204 19.0 12,.° 100.0 .00 L.INE: 204 PUt'iP DATA 􀀨􀁈􀁅􀀽􀀨􀀭􀁾􀁄􀀧􀀭􀁆􀀺􀁌􀀮􀁏􀁉􀁉􀀬􀁊􀀩 : 290.0 .0 225.0 3500.0 LINE 204 1<."...";. CLOSED 2: OS' 20"l 206
15.0 24.0 120.0 ,.00 206 2()2 206 19.0 12 .. 0 100.0 .00 I_INE 206 PUt'1P 􀁄􀁁􀁔􀁲􀀭􀁾 􀀨􀁈􀁅􀀨􀁾􀁏􀀭􀀧􀀢􀁉􀀺􀀺􀁌􀁏􀁉􀀯􀀮􀁊 ) : 290.0 .. 0 2:25.0 3500 .. 0 L.It-,lE :::::()(, IS CUJSED
207 206 208 15,.0 24.0 120.0 .00 :2C)8 :203 􀁾􀁾􀁾 I:) 􀁴􀁾 19.0 12 .. 0 100.0 ,,00 L. I rJ.E 208 􀁐􀁌􀁊􀁾􀀯􀁩􀁐 􀁄􀀨􀀭􀀮􀀮􀁉􀁔􀀨􀁾 􀀨􀁈􀁛􀀨􀁾􀁄􀀭􀀭􀁆􀁌􀁏􀁉....J) : 290,,0 .0 :2:25·'4
(',I 3.5,00.0 L_ I 􀁾􀀢􀁪􀁅 20::3 􀁉􀁾􀀩 CI_OS[D 210 208 2.10 30,.0 24.0 .120 .. 0 .00 212 210 􀁌􀁾􀀱􀀲 570.0 24.0 120 .. 0 ,,00 I::D(ED GRADE 764,,00 6.15.00 150 .. ° 4::300,.0 150.0
4800.0 150 .. ° tj·SOO .. 0
2.14 212 2.14 190,,0 2ti·" 0 120,.0 ,,0O 2.16 2.14 􀁾􀀲􀀱􀁣􀀬 950.0 24,,0 .120,,0 .. 00 218 216 21,8 1500,,0 24,,0 120,,0 ,,0O :2:2.:::1-2.18 22<'1· 2460,,0 24 .. 0 .120,,0 ,,00 228
224 146 300 .. 0 2<::1-" 0 .120.0 ,,0O 230 2.10 23() 1.:".0 .12,,0 .100,,0 ,,00 􀁾􀀿􀀳􀀲 230 212 580,.° .12,,0 100,,0 ,,0O 225<1· 2.12 􀀺􀀲􀀳􀀡􀀮􀁾􀂷 1.100 .. 0 12,,0 100,,0 ,,00 236
234 250 .1880"° 12.0 100,,0 ,,0O :?3f1 2.1c} 234 80,,0 .12 .. 0 100,,0 .. 00 242 230 242 1190,,0 12,,0 100,,0 ,,0O 244 242 246 2360 .. 0 12 .. 0 100.0 .. 00 246 􀀲􀁾􀂷􀀲 246 1700,.°
12,.0 100 .. 0 ,,00 248 246 􀀲􀀵􀁾􀀲 430,,0 12,,0 100,,0 .. 00 2.50 218 250 450,.0 16,,0 110,,0 .00 25-2 250 25·2 1000.0 16.0 110.0 ,,00 300 ° 300 10,.0 42.0 120.0 ,,0O 592 .. 00 301
300 30.1 80,,0 42,.0 120,,0 .00 303 301 303 24,,0 42,,0 120,,0 ,,0O 30.:;, 303 305 24,,0 42,.0 120,,0 .. 00 306 300 􀁾􀀵􀀰􀀵 200,,0 42,,0 120,,0 .. 00 310 301 31O 20,,0 24.0 120.0 .,00
3.11 310 311 13.0 20.0 1.10,,0 ,,0O I._IHE 31.1 PUMP DATA (HEt·':1D"+'"I_OII'J) :; 240.0 .0 216.0 .:;.000,.0 175,,0 7500,,0 L.:r NE 311 IS C!_OSED 3.14 􀀳􀀨􀀩􀁾􀀳 ;314 20,,0 24.0 120.0
.. 00 315 314 315 .13,,0 20,,0 110,,0 .. 00 L.HJ.E 3.15 PW'ij:J 􀁄􀁴􀁾􀁬􀁔􀁁 􀀨􀁦􀀢􀁉􀁅􀀨􀀭􀁾􀁄􀂷􀀭􀁆􀀧􀁉􀁟􀁏􀁉􀀻􀀮􀀮􀁉􀀩 : 2<::1-0.0 .0 216,.0 5000,,0 175.0 7500,,0 􀁕􀀺􀁾􀀬􀁊􀀬􀁅 􀀳􀀱􀁾􀀮􀁓
IS CI_OSED 318 305 318 20.0 24,,0 120 .. 0 ,,0O 3.19 􀀳􀀱􀁾􀀳 31'S) .13,.0 20.0 1.10.0 .. 00 LHJ.E 319 PW1P Dt:4TA (HE:r:-1D,,·FL.OI....J) ... 240 .. 0 ,,0 216.0 .'::,000" 0 175.0 75,00,.0
L_HJ.E 3.1')) IS CL.OSED 320 3.11 326 136,,0 30.0 120.0 .00 􀀳􀁾􀁾􀁾􀁾􀀿 -'::;"1 .1..1. , 3.1!::-24,,0 30,,0 120.0 .. 00 324 315 319 24.0 30.0 120 .. 0 .00 ::;2.£, 319 :526 60,.0 :50,.°
.1:20" 0 ,,00 􀀳􀁾􀀻􀁏 32'::) 330 400 .. 0 36.0 .120,. ° ,,00 "ZOZ""';O 330 􀀳􀀳􀁾􀀲 820,,0 36,,0 120,.0 .00 .......1...,.1..::.... 􀀺􀀿􀀬􀁾􀀳􀀴 􀁾􀀳􀀳􀀺􀀲 33t'-} 790 .. 0 36 .. 0 120,,0
,,00 340 33<'1· 340 2')!00.0 36,,0 120.0 ,,00 􀀳􀁾􀀳􀀱 32.:;() 400 30.0 12.0 100,,0 .00 L.INE 381 IS CL.OSED 385 'Z·Z'-' 440 30,.0 12.0 1()0" 0 .00 ......I ....}..:-.:., 􀀳􀁾􀀳􀀮􀀺􀀺􀀱
534 4::)0 30.0 12,.0 100,.0 .00 PI<.V'S 348017 340400 4􀁾􀀼0􀀿􀁾1􀁏 35300,,.,00 128,,,,00 110000..00 ...0000 􀁾􀀴􀀰􀀲 401 402 1.5.0 4,,0 100,,0 5,,80 􀁾􀀴􀀰􀀳 401 402 10.0 2.0 1.00.0
E5' .. 60 404 402 404 670,,0 12.0 100,,0 ,.00 406 404 406 570,,0 12,,0 100,,0 .00 408 406 408 830.0 12.0 100,,0 ,,0O 4.10 408 410 860,,0 8,,0 100,,0 .. 00 4.12 410 4'12 90,,0 12,,0 100,,0
,,00 414 412 414 430,,0 8,,0 100,,0 ,,00 􀀴􀁾􀁌􀀶 414 416 530.0 8,,0 100.0 .00 418 416 418 760,,0 8,,0 100,,0 .. 00 420 418 420 400,,0 8,.0 100,,0 .00 4:;U 420 421 280,,0 8,.0 100,,0
.. 00 422 420 424 180,.0 8 .. 0 .100,,0 ,,00 424 402 424 580,,0 8,,0 100,,0 ,,00 426 418 428 480,,0 8.0 100.0 .00 428 424 428 810,,0 8,,0 100,.0 .. 00 430 428 430 370,,0 8,,0 100 ..
0 ,,0O <'1·32 430 452 330,,0 6,,0 100,.0 .. 00 43:5 􀀴􀀺􀁾􀀲 436 870,.0 6.0 100.0 ,,0O 436 464 436 540,,0 8 .. 0 100 .. 0 ,,00 441 I.j·OO 442 570,,0 12,,0 100,,0 ,,00 442 440 442 270
.. 0 .12,,0 100,.0 .00 444 442 444 190,,0 8 .. 0 100 .. 0 .00 445 1.1-44 445 90,.0 8,.0 100,,0 ,,00 446 􀀨􀁾􀂷􀀴􀀵 446 300,,0 8,,0 100,.0 .00 447 446 447 300.0 8,.0 .100,.0 .,00 448
446 448 280.0 8,,0 100 .. 0 .. 00 449 4"'1-6 4 tc: ''-' 370,,0 8,.0 100,.0 ,,00 􀁾 ...",1.4-. 452 4.50 452 460 .. 0 10.0 100,,0 ,,0O
4':)4 452 454 280 .. 0 .10,.0 .100 .. 0 .. 00 􀀩􀁒􀁜􀁉􀁾􀀧 􀀴􀀮􀁾􀀺􀀧􀀻􀀵 454 456 360 .. 0 8,.0 100 .. 0 "00 456 454 4:)6 280,.0 8 .. 0 100,.0 .00 ,.457 454 457 450.0 8.0 100.0 .00 158
457 􀀴􀀮􀁾􀀺􀀺􀀧􀀸 .15 .. 0 6.0 100 .. 0 4.80 􀁾 459 457 458 10 .. 0 2 .. 0 100 .. 0 ':;'" 60 !.j·60 4::,8 460 "'190 .. 0 8 .. 0 100 .. 0 .. 00 461 460 4,';.,1 :510.0 8 .. 0 100 .. 0
.. 00 464 460 464 􀀷􀁾􀀺􀀺􀀬􀀰 .. 0 8,.0 .100 .. 0 .. 00 470 450 47"0 460.0 12 .. 0 100 .. 0 .. 00 472 470 472 200 .. 0 .12 .. 0 100,.0 .. 00 474 472 474 290 .. 0 12 .. 0 100 .. 0 ..
00 .::1-76 474 476 240 .. 0 .12 .. 0 100 .. 0 .. 00 478 476 478 360 .. 0 12 .. 0 100,.0 .. 00 4ElO 478 480 460,.0 .12 .. 0 100 .. 0 .. 00 481 480 500 80.0 .12.0 100.0 .. 00 482 480 4·82
.5,40 .. 0 12.0 100 .. 0 .,00 484 482 484 320.0 12.0 100.0 .. 00 4fJ5 484 48'::, 420.0 8.0 100.0 .00 486 484 486 240 .. 0 8,.0 100 .. 0 .. 00 488 486 48El 290 .. 0 8.0 100,.0 .,00 489
488 490 250.0 El .. O 100 .. 0 .. 00 490 470 490 600.0 8.0 100 .. 0 .. 00 􀁐􀁒􀀮􀀮􀁖􀁾 502 500 502 630.0 8 .. 0 100 .. 0 ,.00 504 502 504 670 .. 0 8.0 100.0 .00 :> 􀀮􀁾􀀺􀀺􀀬􀀰􀀮􀀵 504
505 1.5 .. 0 6.0 100.0 4.80 SOe) 505 464 590 .. 0 8,.0 100.0 ,,00 ;p 507 504 505 10 .. 0 2 .. 0 100 .. 0 5 .. 60 I_II···J,E 507 IS CL.OSED 508 476 502 730 .. 0 8.,0 .100 .. 0 .. 00 510
474 5.10 300 .. 0 12 .. 0 1.00 .. 0 .00 5.12 510 514 260 .. 0 8 .. 0 100 .. 0 ,.00 514 41:2 '::,.14 640.0 8.0 100 .. 0 .. 00 ."•::1 .J... 6 514 5.16 320 .. 0 8.0 100.0 .. 00 5.18 5.1,::,
504 570.0 8 .. 0 .100 .. 0 .00 .:::'22 5:20 􀀮􀁾􀀵􀀲􀀲 250 .. 0 8 .. 0 100.0 .00 524 􀁾􀁾􀀬􀀲􀀲 524 670.0 8 .. 0 100 .. 0 .. 00 􀀮􀁾􀀺􀀺􀁬 :2 C) 524 500 􀀹􀁾􀀵􀀰 .. 0 8.0 100 .. 0 ..
00 􀀵􀁾􀀲􀀸 ':;122 􀀮􀀺􀀺􀀱􀀲􀁦􀁾 E,80 .. 0 8 .. 0 .100"0 .. 00 530 '::,:28 530 300 .. 0 8 .. 0 100 .. 0 .00 .:::'3:2 530 􀀮􀀵􀀳􀁌􀁾 250 .. 0 8 .. 0 .100"0 .. 00 􀀮􀁾􀁓 􀁾􀀭􀀩􀀳 530
490 500 .. 0 8 .. 0 100 .. 0 .. 00 A SUCCESSFUL GEOMETRIC VERIFICATION HAS BEEN COMPLETED .J U H C T :r 0 I'",! N 0 D r:: D 􀁲􀀭􀁾 T A ,JUt'·J,CT I ON 􀁉􀀧􀂷􀁊􀀬􀁕􀁍􀁂􀁅􀁆􀁾 [) r:::
􀁾􀀱 AI'·J,D EL_EVri EVri T IOI"'J, 􀁃􀁏􀁎􀁉􀀧􀁾􀁛􀁃􀁔 I I···J,G P 􀁉􀁐􀁅􀁾􀀭􀀺􀁾 100 .00 636.00 100 .102 .140 102 .00 636 .. 00 102 104 1:'.;.1 104 174.00 622.00 104 108 .108 .00 650.00
.108 110 137 􀀮􀀱􀁾􀁌􀁏 .00 650 .. 00 1.10 LL2 .1.12 .. 00 650.00 112 116 􀀱􀀳􀁾􀀺􀁾 .1.16 .. 00 642 .. 00 .1.16 120 .133 .106 .. 00 640.00 .133 􀀱􀀮􀀳􀀮􀁾􀀺􀀺􀀬 .138 .189 .. 00 650.00
135 137" 138 140 365.00 639 .. 00 J.40 142 142 .. 00 637.00 13.1 .142 146 146 .. 00 636.00 .133 14,'5" 2:2B 200 .. 00 .. 0O 200 20.1 201 .. 0O .00 20.1 􀁾􀀲􀀨􀀩􀀺􀀻􀁾 204 202 .. 00 ..
00 202 203 206 2()3 .. 00 .. 00 2()3 208 204 .00 .00 204 205 206.. 0O .. 00 205 206 207 208 ,,00 .. 00 201 :208 210 210 .. 00 596 .. 00 :210 :?12 :230 2.12 .. 00 5')'16,,00 212 :2.14 .􀀮.􀁩..􀀺.:􀁾-\.·..7) .􀀮.􀀮.􀀺'􀁾)􀁾 234 214 :280.00 596.00 214
2J.6 2.16 ,.00 604,,00 :2.16 􀀲􀀱􀁾􀀳 􀀺􀀿􀀳􀁾􀀳 218 104:2 .. 00 628 .. 00 :2.Hl 2:24 251() 2:24 2:5 .. 00 630,,00 224 228 􀁾􀀲􀀳􀀨􀀩 .. 00 596.00 :23() 23:? 242
􀁾􀁾􀁾􀀳􀀴 .00 604 .. 00 􀁾􀀲􀀳􀀴􀂷 2:3;6 238 242 29 .. 00 604.00 24.:2 244 246 246 .00 618 .. 00 244 􀀲􀀨􀀢􀁾􀁉􀀬􀁓 248 2.SC) .. 00 620 .. 00 236 25t.) 􀀲􀀵􀀱􀁾􀁾􀀺􀀧 􀁾􀁾􀁾 􀀮􀁾􀁾􀀱􀀲
107.00 620.00 248 252 300 .. 0O .00 300 301 ::so6 30l. .00 .00 30l. 303 􀀳􀁾􀁌􀁏 31:)3 .. 00 .00 303 305 314 ::S05 .00 .00 305 306 3J.8 310 .. 0O .00 310 311 311 .00 .00 311 32() 3:22
314 .. 00 .00 314 31'::1 315 .00 .. 00 315 322 324 318 .. 0O .. 0O 318 319 􀁾􀀵􀀮􀀱􀀹 .00 .00 319 324 "Zr:o o! ......Ike' 3:26 .. 0O .. 0O 320 326 330 ;::'30 .. 0O 610 .. 00 3:::;0 332
381 332 .00 628 .. 00 332 334 383 334 .. 0O 610 .. 00 334 340 385 340 .. 0O 636.00 120 340 387 400 7.00 610.00 381 401 441 401 .. 0O 603.00 401 402 403 402 7.00 603.00 402 403 404 424
404 7.00 574.00 404 406 406 "7 .. 00 556.00 406 408 408 7".00 556.00 408 410 4.10 7.00 555.00 410 412 412 .00 555.00 412 414 4.14 7 .. 00 560.00 414 416 416 "7.00 570.00 416 41a t.LL8
7 .. 00 577 .. 00 418 420 426 420 .00 585.00 420 421 􀀴􀀲􀁾􀁾􀁾 421 "7.00 580 .. 00 421 424 7.00 593.00 422 424 42a 428 6.00 604.00 426 428 430 430 6 .. 00 602.00 430 432 432 6 .. 00
590.00 4·32 433 436 6 .. 00 566 .. 00 433 436 440 .00 628.00 383 442 442 7.00 620.00 441 442 444 444 6.00 623 .. 00 444 445 445 6 .. 00 􀁣􀀬􀁾􀁾􀀳 14 ()O 44'::, 446 446 6.00 623 .. 00
4t.'j.6 447" 448 41.],9 44"7 6.00 626.00 447 448 6.00 626.00 448 450 6.00 610.00 385 4.1..::::::"u". 470 􀀴􀀮􀁾􀀺􀀺􀂷􀀲 7.00 61"7 .. 00 449 452 454 4.::'4 7 .. 00 618.00 454 455 4· 5
c::o 45.7 456 6.00 622.00 41::..:.:..1...:..:.:..:.1 456 457 .. 00 600 .. 00 4.:;,7 458 459 458 7.00 600 .. 00 458 459 460 460 7 .. 00 5a6.00 460 461 464 461 6.00 602.00 461 464 7.00
574.00 436 464 506 470 6.00 602.00 470 472 490 472 7.00 603.00 472 474 514 474 7.00 604.00 474 476 510 476 7.00 604.00 476 47a 50a 478 7.00 616.00 478 480 4ao 7.00 625.00 480 481. 482
482 "7.00 622 .. 00 482 484 484 6 .. 00 620.00 4B4 485 486 4-85 7.00 627.00 485 486 7.00 615.00 48(" 48a 488 7.00 618.00 488 489 490 7 .. 00 620.00 489 490 􀀵􀀳􀀻􀁾 500 7.00 625.00 481
502 I:;. ...-;..£. ••.".}",:'..,..l.:•..' '::1 ():2 7.00 622 .. 00 502 504 50a 504 7.00 .:;.92.00 504 505 507 518 505 .00 592 .. 00 505 .::.06 507 .<.::1'.1. O 6 .. 00 600.00 510 511.2
5.14 7.00 596 .. 00 512 514 51.6 􀀮􀁾􀀺􀀺􀀬􀀮􀀱􀀶 7 .. 00 585.00 5.16 518 􀀮􀀺􀀺􀁉􀀺􀁾 () .00 636 .. 00 387 522 522 7.00 634.00 5122 524 􀀭􀀵􀀺􀀺􀁾􀀸 􀀮􀀺􀀧􀀼􀀻􀁾􀀴 6 .. 00 6;)0.00 524
5·26
528 7. 00 626. 00 528 530 530 7 .00 630.00 530 532 􀁾􀁾􀂷􀁚 􀁾􀀬􀁾􀀬􀁾 532 6.00 632.00 􀁾􀀷􀁾 􀁾􀁾􀁌 OUT PUT OPT ION OAT A OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD 5 VALUES
ARE OUTPUT FOR MAXIMUM AND MINIMUM PRESSURES SUP PLY Z 0 N E OAT A THIS SYSTEM HAS MULTIPLE SUPPLY ZONES ZONE NO. 1 IS SUPPLIED THROUGH THESE PIPES: 402 403 505 507 458 459 S Y S T E
M CON FIG U RAT ION THIS SYSTEM HAS 137 PIPES WITH 105 JUNCTIONS. 25 LOOPS AND 9 FGNS D A T A C HAN G E S FOR N EXT S I M U L A T ION OEM AND C HAN G E S DEMANDS ARE CHANGED FROM ORIGINAL
VALUES BY A FACTOR -3.30 THE FOLLOWING JUNCTION 436 460 464 505 SPECIFIC DEMAND CHANGES NUMBER DEMAND 700.00 700.00 1400.00 700.00 ARE MADE : ************************************* S
I M U L A T ION RES U L T S ************************************* THE RESULTS ARE OBTAINED AFTER 7 TRIALS WITH AN ACCURACY -.00206 S I M U L A T ION DES C RIP T ION (L ABE L) TOWN OF
ADDISON DWU SERVICE AREA CUT-OVER -3 PRV STATIONS -PIPES 402 403. 458 459, 505 507 PEAK HOUR DEMAND. NO PUMPING. EST LOW LL, FIRE FLOWS 3500 GPM AT 504,514,516,46 P I P F L I N E R E
n􀁾 U L T 3 PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/l000 100 0 100 􀀱􀀲􀀲􀀲􀀵􀁾􀀲􀀰 􀁾􀀳􀀱 .00 .00 8.67 10.38 102 100 102 6794.14 1.40 .00 .00 4M82 3.50
104 102 104 5494.54 1.37 .00 .00 3.90 􀀲􀁾􀀳􀀶 108 104 108 4920.34 5.50 .00 .00 3.49 1.92 110 108 110 4431.27 .02 .00 .00 2.01 M53 112 110 112 4431.27 .04 .00 .00 1.40 "22 116 112 116
4579.10 .27 .00 .00 1.44 M23 120 116 340 4579.10 .14 .00 .00 1.44 H23
131 102 142 1299 .. 60 .11 ,.00 .00 H 192 .16 .133 146 1'Z'Z 􀁾􀁓􀀳􀀲􀁾 14 2("1 .16 .00 .00 1.01 .. 3(, 􀁾􀀧􀀭􀀮􀁊 􀁾􀀱􀀳􀀧􀀺􀀺􀀬 .133 138 282.46 .06 .00 .00 .45 .08 137 108 138 489.07
.02 .00 .00 .78 .....􀁾 ""'2 .Lw 138 112 13[1 '-147,.83 "".04 .00 ,.00 ..... 42 ..... 12 .140 100 140 .''::,431.06 1.09 .00 .00 3 H 8.::, 2 H 􀀳􀁊􀁾 142 140 1<:1·2 􀁾􀀮 􀁾􀁾 􀀺􀀻􀁾 t"l
.. 􀁓􀁬􀁬􀀺􀀺􀀧􀀺􀁾 .42 ,.00 .00 3.00 1 .. 􀀴􀀮􀁾􀀺􀀺􀀬 1046 142 146 .5.52l:;' .. 􀁾􀁌􀀮􀀨􀁊 6 .. 56 .00 .. 00 3.92 􀁾􀀿 .. 3fJ 200 0 200 ,.00 .00 .00 .00 .00 .. 00 201 200 201 .00 .00
.00 .00 .00 .00 􀀲􀀨􀀩􀁾􀀲 201 202 .00 .00 .00 .00 .00 .00 203 202 203 .00 .00 .00 .00 .00 .. 00 LIHE 204 IS CL.OSED 205 204 206 .00 .00 .00 .00 .00 .00 LIHE 􀀻􀁾􀀨􀀩􀁴􀀬 IS CL.OSED
207 206 208 .00 .00 .00 .00 .00 ,.00 LIHE 20f1 IS CL.OSE:D 210 208 210 .00 .00 .00 .00 .00 .00 􀀲􀀱􀁾􀀲 210 2.1:2 ""43.03 .00 .00 .00 .-. 03 .. 00 2104 212 214 43.88 .00 .00 .00 .. 0:3;
.00 216 214 2.16 ....880 ,. J..2 ..... 08 .00 .00 􀁾􀁾􀀮 H 􀁾􀀮􀁓􀀺􀀻􀀺􀁾 .... 08 218 216 218 '''926.06 _.. 13 .00 .00 "'.66 ..... 09 22<1· 218 224 ....4811.40 ....4.54 .00 .00 ....3.41
.....1.8S 228 224 146 --4893.90 -.57 .00 .00 -'3.47 -1.90 230 210 23(J 43.03 .00 .00 .00 ,.12 .0.1 􀀺􀀿􀁾􀀭􀀩􀀲 230 212 ""21.67 .00 .00 .00 -.06 .00 23t.l· 212 234 ....108.59 "".07 .00
,.00 .... 􀀻􀁾􀀵􀀱 .....,07 236 234 250 ""62.64 "".05 .00 .00 -.18 -" .. ()2 23[1 216 234 45.94 .00 .00 .00 .. 13 .0.1 242 􀀲􀁾􀀵􀀰 242 64.70 .. 03 .. 00 .00 .18 .03 244 242 246 ....14.3..3
.00 .00 .00 ..·.04 .00 246 242 246 ....16.87 .00 .00 .00 ..... 05 .00 24B 246 􀀺􀁾􀀵􀀱􀀲 '-<31.00 .00 .00 .00 ..·.09 ..... 0.1 􀀲􀁾􀁓􀁏 218 250 446.74 .09 .00 .O() ,.71. l q H 􀁾 ••'
251:? 250 ''i' I:: ..:t.....)...rt'.,). 384.10 .14 .00 .00 .61 .14-300 ° 300 .00 .00 .00 .00 .00 .00 301 300 301 􀀭􀁾􀂷􀀮􀀱􀀶 H 􀁾􀁓􀀳 .00 .00 .00 .00 .00 303 301 303 ....16.53 .00 .00
.00 ,.00 .00 305 503 305 ....16.55 .00 .00 .00 .00 .00 306 300 305 1.6.55 .00 .00 .00 .00 .00 510 301 510 .00 .00 .00 .00 .00 .. 00 L_l 􀁴􀂷􀂷􀂷􀁾􀁅 311 IS CL.OSED ::':'.14 303 314 .00
.00 .00 .00 .00 ,.00 L.IHE 315· IS 􀁃􀁌􀀮􀁏􀁾􀀩􀁅􀁄 318 305 318 .00 .00 .00 .00 .00 .00 LIHE 319 IS CL.OSED 320 311 326 4.41 .00 .00 .00 .00 .00 􀀳􀀺􀁾􀁾􀀲 31J. 3.15 '''-4.41. .00 .00
.00 .00 .00 324 315 519 '-4.41 .00 .O() .00 .00 .00 326 319 􀀳􀁌􀁾􀁾􀀾 "--4.41 .00 .00 .00 .00 .00 􀁾􀀭􀁓􀀳􀀰 326 330 .00 .00 .00 .00 .00 .00 "'7.""Zo""') 330 33;: .00 .00 .00 .00 .00
.00 00.£.-. 􀁾􀀭􀁓􀀳􀀴 332 334 -1170.42 "".01 .00 .00 ""y .. 37' -.02 340 334 340 ",,3949 .. 53 -.. 52. .00 .00 ....1.24 ·.... 18 LIHE 581 IS CLOSED 383 332 440 1170.42 .17 .00 .00 3
.. 32 C" t::? .••.) 􀁉􀁾 ......1,:-385 534 450 2779.1.1 .82 .00 .00 7.88 ',27' .. 3'" 387 340 520 629.'57 .38 .00 ,,00 4.02 12.61 401 400 401 687.48 .72 .00 .00 1.95-2.06 -::>402 ° 402
541.79 4.19 .00 17.23 13.83 279.11 "po 403 0 402 145,,69 7 .. 17 .00 19.25 .14.88 7.16 ..B7 404 402 404 270.27' .24 ,,00 .00 . Tl .37 406 404 406 247 .. 17 . .18 .00 .00 .70 ,,3.1 408
406 408 224.07 .21 .00 .00 • (,4 .. 26 4.10 408 4.10 200.97 1.31 .00 .. 00 1.28 􀀱􀁾 .. 􀀵􀀱􀁾􀁾􀀺 4.12 410 412 412 11'7.87 ,,02 .00 .00 .50 .17 <:H4 412 414 11'7.87 .. 􀁾􀀺􀀺􀀬􀀲 .00
.00 1.14 .1,,2.1 4.16 414 416 .154.77 .. 50 .00 .00 '" 􀀧􀁓􀁾􀀹 ,,94 418 416 418 131.67 .. ES3 .00 .. 00 .84 .70 420 418 420 ·"12'9.66 􀁾􀀧􀀮 27 .00 .00 ......... 􀁥􀁾􀀺􀀺􀀻 􀁾􀁾􀀮 14
􀀶􀁅􀁾 421 420 421 23.10 .01 .00 .. 00 . 15 " 0::':. 422 420 424 "".1.:;,2.76 -' .. 16 .. 00 .. 00 "·.97 ....... 􀀹􀁾􀀿 424 402 4:24 394 .. 1.1 5.07 .00 .00 􀁌􀁾 14 􀀧􀀺􀀺􀁉􀁾􀁾 .S ..
􀀲􀁾􀁾􀀩 426 4.18 428 238 .. 2:3; 1.00 .00 .00 1.52 2:,,08 42::3 424 428 218.25 1,,44 .00 .. 00 1 .. 59 1..1'7 430 428 􀀡􀀮􀁾􀂷􀀳􀀨􀀩 456.68 2 .. 37 .00 .00 2,,79 6.40
432 430 􀁾􀀬􀀺􀀺􀀧􀀩􀀲 416,.88 7,.87 .00 .00 4,.73 􀁾􀁾􀁾 2; .. 8 􀀬􀁾􀀺􀀺􀁪 453 􀀴􀀻􀁓􀁾􀀿 436 397 .. 08 18 .. 96 ,.00 .00 4 . .51 21.79 456 464 456 3():2 .. 􀁾􀀻􀀧􀀲 1 .. 1.1 .. 00
.. 0O 1.93 3 .. 􀀲􀀮􀁾􀂷􀀺􀀺􀁴 441 400 442 ""7.10 .. 58 􀁾􀁷􀁬 .. 􀀲􀁾􀀺􀀺􀀧 .00 .. 0O 􀁾􀀭􀀭􀀲 .. 􀀨􀀩􀀺􀀺􀀻􀀺􀁾 -2.19 442 440 442 1170.42 .1 .. 49 .. 0O .00 3'432 5 .. 􀀵􀀮􀁾􀁾􀁾 444
442 44o:::j. 456 .. 74 1.22 .00 .. 0O 2.79 6.40 44'::, 444 445 416 .. 94 .. 􀀬􀁾􀀱􀀳 .00 .00 ....-:. .r. <.: k .. ..􀀺􀀮􀀺􀁾􀁉􀀮􀀺􀀮􀀮􀀧􀀢􀀻􀁉 5. Elg 446 􀀴􀁻􀁾􀁓􀀬 446 397 .. 14 .1.61
.00 ,.00 2.53 .S .. 37 447 446 447 19. ElO ,,01 .. 0O ,,0O "1.3 .. 02 448 446 44fl 19 .. 80 .01 .00 ,,00 .13 .02 449 446 452 􀀳􀁾􀀳􀀷 .. 74 .1.47 .. 0O .00 2 .. 16 3.9g 4:;,2 450 452
.1119.24 5.68 .00 .. 0O 4,.57 12,,34 454 452 454 1433.89 5,,47 .00 .00 .5 H 􀁦􀁾􀁾􀁓􀀬 􀀮􀀱􀁾􀀩 .. 􀀵􀁴􀁾􀁾 􀀴􀀮􀁾􀀩􀀵 454 456 9 .. 23 .. 00 .. 00 .. 0O .. 06 ,,0.1 456 454 456 .10 ..
57 .. 00 .. 00 . 00 .. 07 .. OJ. 457 454 457 .1390 .. 99 24,.62 .00 .00 El.88 54.72 ><:158 ° 458 1261 .. 26 2 .. 78 .00 􀀱􀁾􀀵 .. 􀁌􀁾􀀶 .1.4 .. 3.1. 1 􀁾􀀺􀁾􀀮􀁓 .. :2 􀁾􀀻􀁾 >-459
0 458 .129 .. 73 5,,78 .00 .15.26 􀁾􀁬􀁾􀁾􀀩 .. :25 578.24 460 458 460 1367 .. 89 25.99 .. 00 .. 0O 􀁦􀁾 .. '73 ,:::13 .. 􀀨􀀩􀀮􀁾􀀺􀀺􀁴 461 460 46.1 .19 .. 80 .O:L .00 .00 .. 1.3 •
􀁯􀁾􀀻􀀺􀀺􀀺 464 460 464 648.09 9.9El .00 .. 0O I-j· .. .14 .13 .. 30 470 450 470 .1.640 .. 06 4 .. 74 .00 .. 0O /4 .. c,51 10.3.1 472 470 472 .1476.88 .1.70 .. 00 . elo 4 .. 19 8 ..
49 474 472 474 .104.1 .. 3.1 .1.29 .00 ,.00 2 .. 95 4 .. 44 476 474 476 510.36 .28 .00 .. 0O 1 .. 45 .1 .. 19 478 476 478 􀁾􀀭􀁓􀁾􀀲 .. 22 .00 ,,0O ,.00 .. 0(;) ,,0.1 􀁾 ..' 480 478
480 9.12 .. 0O .. 00 .00 .03 .. 00 48.1 480 500 200.84 J)2 .. 00 .00 .....r::..7 .. 2.1 482 480 482 ....214.82 -.. .13 .. 00 .. 00 "·.61 ...... 24 484 482 484 ····237 .. 92 -' .. 09
.00 .. 00 "-.. 6 7 􀁾􀁷 .. 􀁾􀀲􀀺􀁓􀁽 48.:;, 484 485 2:3 . .10 .01 .00 ,,0O .15 .. 05 486 484 486 '-2:::30.82 '-.. 68 .00 .. 0O ....1 .. 79 􀁾􀁾􀀺􀀲 M 􀁾􀁾􀀺􀀺􀀺􀁳 488 486 488 􀀢􀁾􀂷􀀳􀀰􀀳
.. <;.12 -.9'::, .00 .. 00 "'1,.94 "'·2; .. :2'7 489 488 490 '-327 .. 02 '-.94 .00 .. 00 "·2" 09 􀁾􀁾􀀮 2:; .. 7 􀁾􀀺􀀺􀀧􀁉 490 470 490 143 .. 39 .49 .00 ,,0O .. 􀁉􀁓􀁾􀀺􀀲 .8l 502 500
502 491 .. 67 5 .. 02 .. 00 ,,0O 3,,14 7" '97 504 '::I() 2 504 923 .. 62 17 .. 17 .. 0O ,,00 .5 .4 􀁦􀀮􀁾 􀀧􀁓􀁾 :25, .. c:;\3 􀁾􀁲􀀺􀀢􀀮􀁊􀁾􀀬􀀮􀀼􀁉 􀁾􀀺􀁾􀀮􀀺􀀻􀁾__' 0 505 􀀱􀀷􀀵􀀴􀀮􀀸􀁾􀀳
5,,12 .00 􀀲􀁾􀀻􀁃 .. 51.5 .19.91 :541.58 506 505 464 10.":)4.83 19.34 .. 00 .00 6 .. '73 3:2 .. 􀀷􀁾􀀺􀁾 L.Il···J,E 507 IS CL.CJSED 􀁾􀀺􀀺􀀮􀀰􀀸 476 5·()2 455.04 5.04 .00 .00 2.90 6
.. 91 510 474 􀁾􀀺􀀺􀀬􀀱􀀰 E'07 .. fl5 .. 35t .00 .00 1,,44 .1.1g 􀀮􀁾􀁓􀀱􀀲 510 514 488,,0'::, 2 .. 05 .. 00 .00 :5" 11 7 .. 87 514 472 .'::,14 4.12.47 3 .. 􀁴􀁾􀁓􀀩 .. 0O .00 2 ..
􀁾􀀺􀀬􀀳 5 .. 76 5.16 514 .:;,16 􀁾􀀳􀁔􀁉 .. 42 7 .. 46 .. 00 .. 00 5. (·0 23 .. 3.1 518 􀀮􀁾􀀺􀀧􀁬􀁣􀀬 504 854 .. 32 12.65 .00 .. 00 5 .. 4'::, 22 .. 19 􀀮􀁓􀁾􀀿􀀲 520 1::)'";)':> 629
.. 57 3.15 .. 00 ,,00 4 .. 02 12.6.1. 524 5122 524 􀁾􀀵􀀳􀀳􀀮 74 2,.61 .00 .00 2 .. 􀀱􀁾􀀲􀀩 3 .. 8(9 526 524 .500 313.94 ""Z ....... 􀂷􀁾􀁺 -.....J 􀀬􀁾 .(:"''';;t .00 .. 00 2.00 3.47
528 5:,22 ':)28 272:.73 1 . .55 .00 .00 1 .. 74 :2 .. 􀁣􀁾􀁾􀀺􀁾 ::·30 528 530 249 .. 63 . 􀀶􀁾􀁾􀀧 .00 .. 00 1.59 :2 .. 27 .'.:) 532 530 .=132 19 .. 80 .. 01 .00 .00 􀀬􀁾 􀀱􀁾􀀳 .02
533 530 490 206.73 .. 80 .00 .. 00 1.w 32 1.60 ,JUNCTION 􀀬􀁊􀁕􀁾􀂷􀁊􀀬􀁃􀁔I CJl·J. t···J,Ut·'iBER 100 .102 104 .1.08 1.10 .1.12 116 133 138 .140 .142 .146 200 201 2:02 203 204 rJ, ODE
DEMI4t'J,D .00 .. 00 574 .. 20 .00 .. 00 .00 .00 ::549 .. 80 􀁾􀀺􀁾􀀲􀀳 '4 􀁾􀀱􀀨􀀩 1204.50 .. 00 .00 .. 00 .00 .. 00 ,,00 .00 RES U L. T S 􀁇􀁦􀁾􀁁􀁄􀁅 L.HJ.E 􀀷􀀶􀁾􀀳 ,. 69 7'62 ..
2 f:;.1 760,,92 755.42 755.40 75.5.36 755.09 755.46 755 .. 40 762.60 762: .. 18 755.62 615,,00 615.00 6.15.00 615.00 150.3.1 ELEVATIm,J, 636 .. 00 636.00 622.00 650 .. 00 650.00 650,.00
642.00 640.00 650 .. 00 639,,00 􀀶􀁾􀀳􀀷 . 00 􀁴􀀺􀀬􀁾􀀳􀀶 .00 PRESSURE 54.73 {,O .20 45.68 45 .. 6g 45.66 49 .. 0.1 :;·0 .. 03 45.67 53 14 􀀮􀁾􀁓􀁃􀁾 .St.1· M 􀀲􀀮􀁾􀀺􀀺􀀬 51 .. 84
206 ,.00 750. 􀁾􀀵􀀱 208 ,.00 750.3.1 2.10 .. 00 7.5,0.31 596 .. 00 66.87 212 .00 "750.31 596.00 66.,87 􀁾􀀻􀁾 .14 924.00 750.31 596.00 66.87 216 .00 750.38 604.00 (::.:5., 􀁾􀀱􀀳 2.18
3438 .. 60 750.51 628 .. 00 53,.09 224 􀁾􀀳􀀲􀀮 50 755,.05 650,.00 54.19 230 .00 750.31 596.00 66.87 :?3t:l· .00 750.58 604.00 63.<-1-3 242 95.70 750.28 604.00 63.59 246 ,.00 "750.28
6.18.00 517 ., 􀀳􀁾􀀿 􀀲􀀮􀁾􀁓􀁏 .00 "750.43 620,.00 56.52 :2'::12 353.10 750,.28 620.00 56.46 300 .00 592.00 501 .00 􀀵􀁓􀁾􀀲 H O() 3':)3 .00 592.00 305 .00 592.00 310 .00 592,.00 311
,.00 754.43 514 .00 .592.00 31.S ,.00 754.45 :.3'1.1.8 .,00 592.00 319 ,.00 754.45 􀀺􀁾􀁾􀀲􀀶 .00 754.43 330 ,.00 "754.43 610.00 62.5a 􀀳􀁾􀀭􀀩􀀲 .00 754.43 62fl.OO 54.78 33<::1-.00
"754.44 610.00 􀁴􀁾􀀻􀀺􀀺􀀺􀀺 .. 􀀵􀀱􀁾􀀻􀀩 540 .00 754.96 636.00 􀁾􀁾􀀺􀁓1 .. 5..􀁾􀁬 400 23.10 751.52 610.00 􀁴􀁾􀁾􀁌 .. 􀀳􀁾􀁾 401 .00 7.50.80 603.00 64,.05 402 23.10 70fl ,. 59 603.00
45. r:.:. 404 23.10 708.34 574.00 5fl.21 406 2::5.10 70fl.16 556.00 65.94 408 23.10 "707.95 556.00 65,.84 410 23.10 706.64 55.:::,.00 65."71 4.12 .00 706. 6 ,--z' 555.00 65.70 414 23.10
"706.10 560.00 f,3 H 2'5.1 4.16 23,.10 705 .. 6.1 570.00 58 .. 76 418 23 .. 10 705.0El 5rl.00 􀀮􀁾􀀺􀀺􀀱􀀮􀀵 H 5. () 420 ,.00 705.35 􀀵􀁾􀀳􀀵􀀮 00 􀀵􀁾􀁾 .. 􀁪􀁾􀁾􀁓 421 23,.10 705.54
580,.00 E::l «l· ., 􀀺􀀵􀁾􀀿 424 23,.10 705.51 593.00 4fl,,76 􀀴􀀲􀁾􀀳 19,. flO 704.0fl 604.00 􀁉􀀮􀁬􀁾􀀩 •. 􀁾􀀩􀀧􀀷 430 19.80 701.71 602.00 45.21 􀁾􀂷􀀺􀀩􀀲 19,.80 693.84 590 .. 00
􀀴􀀮􀁾􀀺􀀬 .. 00 456 700,.00 674.88 566 .. 00 47 .. 18 440 ,.00 754 .. 26 (.':?8 . 00 54 .. 7.1 4<-l2 23.10 752 .. T7 620,.00 􀁾􀁾􀁉 7 􀀬􀁾 􀁾􀀺􀀺􀁬 3 444 19 .. 80 751 .. 5::, 623.00
55.7.1 445 19.80 751 .. 􀁏􀁾􀀻 62:3,.00 55,.48 446 19,.80 749,.41 (,:23 􀁉􀁾 O() 54 .. 7a 4<-H 19 .. 80 749.41 626.00 53.48 448 19.80 749.41 626.00 53. 􀀴􀁾􀀺􀁜 450 19 .. 80 753.62 610.00
62 .. 24 452 23.10 747.94 617.00 56.74 4.:;:,4 23 .. 10 742.4"7 618.00 53.94 456 19. 􀁾􀀺􀀻􀁏 742.47 622.00 􀀮􀀺􀀻􀁉􀀻􀁾 .. :2.1 􀀴􀀮􀁾􀀩􀀷 .. 00 717.85 600.00 51... 07 458 23.10 71.1,.96
600.00 4B .. 52 460 700.00 685 .. 96 586.00 􀀴􀀳􀀬􀀮􀁾􀀮􀀺􀁳􀀲 461 1.':';' . DO 6;3'::, ... 􀁾􀀺􀀩􀀶 602"00 '7 0:: 􀀧􀁚􀁾􀀧􀀢 .....􀀩􀁬􀀮􀀺􀁾􀀬 ........}I.:) 464 1400.00 675 .. 99 574.00
44.20 470 19 .. 80 7"48,.88 602.00 t:;. 3 .. (, 􀀮􀁾􀀮􀀺􀀺􀁾 472 23.10 747 .. 18 603.00 62.48 474 23 .. 􀀱􀁾􀀨􀀩 745 .. 89 604.00 6.1. <-'I 9 416 25,.10 745,.6J. 604.00 􀁾􀁓􀁬 ... ::;t1
478 23,.10 745.61 616.00 56.1(:., t.iBO 23.10 745,.61 625.00 􀀵􀀱􀁾􀀲 .. 261 48:2 25.10 745 .. 725 􀁉􀁾􀁓􀀻􀁾􀀲 ... ()t) .:) 3 .. 􀁾􀀺􀁾􀁾􀀿 􀀴􀁾􀀳􀀴 19 .. 80 745" 8::5 6:20.0() 54·
.. 􀀵􀀱􀁾􀀲 48.5 25,.10 745 .. 82 62l"OO 5.1.49 􀀴􀁾􀀳􀀶 23.10 746.500 6150 ,. 00 56.99 4B8 :?3 M 1() 747,.45 618,.00 56"10 490 23.10 14:3.59 620.00 550 .. 64 :;·00 :25.10 745 ,..􀁾􀀧􀀹
6:25,.00 􀀮􀁾􀁓􀁾􀀲 .. :?S
􀁾􀀲􀀳􀀢 10 23"10 700"00 􀀱􀀹􀀢􀀻􀁾􀁬􀁏 2:5" 10 23"10 "00 23,,10 .19,.80 23" .10 23,.1.0 19"ao 7tj·0 .. 56 7"")"'>' "z:q 􀁾􀀺􀀮􀀮􀀮􀀮 .....) .......,) ... 􀁣􀁾􀀹􀀵􀀱 .. 33 745"54 745,.50
T56" 􀁏􀀨􀀢􀁾 7.54 .. 58 l51 .. 43 748 .. 82 749 .. 87 7.:\.9,.19 749 .. 19 622 .. 00 !SS):? H O() 592,.00 600 .. 00 596 .. 00 585"00 636,.00 634 .. 00 «50 .. 00 626 .. 00 650"00 632
.. 00 51" 5El 56 .. 94 44 .. 78 65"07 63 .. 91 65 .. 45 .51 .. 38 .S I:) .. 􀁅􀁾 􀁾􀀺􀁾 51 .. 49 􀀮􀀺􀀺􀀭􀁾􀀩 H 6 􀁾􀀺􀁾 􀁾􀁓􀁬 M 􀁃􀀺􀁾􀁾􀁓 ;::,0 .. 78 HI r···II r1Ut1 PRE S SUR E S
􀁴􀀱􀀨􀁾􀁘􀁉􀁴􀀱􀁕􀁴􀀱 PRE S SUR F S .]UHCT I ON NUt"'jE3ER 􀀺􀀻􀀻􀀺􀁾􀀮􀀱􀀲 210 214 230 406 DEr·...if2tr···ID .. 00 "00 924 .. 00 .. 00 25"10 GF?ADE L H·II::; 750 .. 31 750"31 750"31
750 .. 3.1 708,.16 E:LE:VAT I 􀁭􀂷􀁾 .596 .. 00 596 .. 00 596"00 596"00 556 .. 00 􀁐􀁒􀁅􀁓􀁓􀁕􀁆􀀼􀁾􀁅 6e., "8l 66 .. 13l 66"87 66"87 6ES" 94 PRE: S SUR E S .JUt-·ICT IOr···1 r'J,Ur1EiE:F?
461 430 460 428 464 DD1􀀨􀁾􀁲􀀮􀁊􀀬􀁛􀀩 1.9,.80 19,.00 700 .. 00 19 .. 80 1400 .. 00 DRADE L.INE INE 􀀶􀀸􀀮􀁾􀀬 .. 9t, l01 .. 71 685 .. 96 l04 .. 08 6l5 .. 99 EL.EVf2t T I Oi"'J, 602
.. 00 602 .. 00 586 .. 00 604"00 5l4 .. 00 􀁐􀁒􀁅􀁓􀁓􀁕􀁆􀀬􀁾􀁉􀀺􀀺􀀺 􀀮􀁾􀀢 'Z (", 􀁩􀁉􀀺􀀺􀀮􀁌􀀮􀀮􀀮􀀮􀁾􀀭􀀭 ....... l";;t ........􀁉􀁉􀀬􀀧􀁾 43" 2.1 4-3 .. 32 43 .. 2:'7 44,.20 ***
S\(ST[j"1 􀁃􀀨􀁾􀁩􀀢􀀭􀁊􀀬 NOT M?'Ii'-ITAIN THE PRESSUF?E: SE:T I:'OR THE: 􀁐􀁆􀀼􀁾􀁖 Ii"'·J, L.INE .q'_I.:1; ,(.:.") *** S'y'STE:r"1 C(-'Ir"'J, r'J,OT 􀁨􀁦􀁾 I r···J,T 􀀨􀁾􀁉 r'·1 THE:
􀁐􀁲􀀺􀁾􀁅􀁓􀁓􀁕􀁒􀁅􀀺 SET I:::OR THE: PRV IN L.It'J,E 􀀨􀁾􀁬 􀁾􀁾􀀬􀁦􀀹 *** S'y'STE:M 􀁃􀁦􀁾􀀧􀁉􀁎 r'J,OT t"'i 􀁦􀀺􀁾 I HT 􀀨􀁾 I i"J, THE 􀁐􀁦􀁾􀁅􀀺􀁓􀁓􀁕􀁦􀁾􀁅􀀺 SET FO􀁆􀀼􀁾 THE:
􀁉􀁾􀀺􀁊􀁒􀁖 I t,J, U:t,J,E 505 *** SVSTEt"'j 􀁃􀁦􀁾􀁎 r'WT 􀁲􀁾􀁩􀀨􀁾 I 􀁴􀀧􀁾􀁔 􀀨􀁾􀁉 N THE: PRE:SSURE SI::T FOR THE 􀁰􀁲􀁾􀁶 􀁈􀁾 LH·IE SOl SUt1i'1ARY o F (+) t--) INFLOWS INTO THE
SVSTE:H FROh FIXED GRADE HODES OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE: HODES PI FJE: 􀁲􀁾􀁕􀁴􀀱􀁂􀁅􀀺􀁲􀀺􀁾 100 200 300 􀁆􀀭􀁾􀁌􀁏􀁬􀀯􀁭􀁁􀁔􀁅 12225 .. 20 ,.00 "00 r···J,ET SVSTEt"'i
INFLOIt,! ..-..-􀀱􀁾􀁾􀀲􀀻􀁾􀀵 H :20 NE:T SYSTEt1 􀁏􀁕􀁔􀁆􀁾􀁌􀁏􀁉􀀬􀀮􀀮􀁊 ..􀀬􀁾 .. 00 r···J,ET SYSTD1 DD1f'-'IND :::: 12225,. J..9 **** KYPIPE SihULATION COhPLETE:D **** DATE: 10/24/1993
TH1E: 􀀱􀀵􀁾􀀵􀀹􀀺􀀻􀀲􀀵
INPUT DATA FILENAME --------------ADDMI17 TABULATED OUTPUT FILENAME --------ADD.017 10/24/1993 16: 9:23 :>I< :>I< * * :>I< :>I< ::I< for thEl :>I< ::I< * :>I< :>I< :>1< D(lTE 􀁾 TIME::
:>I< :>I< :>I< :>I< :>I< :>I< :>I< :>1<:>1< K Y PIP E *:>1< * * * * :>I< :>I< :>I< :>I< :>I< :>I< :>I< * University of Kentucky Hydraulic Analysis Proqram ::I< Distribution of Pressure
and Flows in 􀁾􀁩􀁰􀁥􀀮􀁎􀁥􀁴􀁾􀁯􀁲􀁫 Systems :>I< FORTRAN VERSION -3.40 (01/02/91) ::I< :>I< :>I< :>I< :>I< :>I< :>I< * :>I< * * * *::1< ::I< * * :>I< :>I< * * * :>I< * * :>I< * * *
* * * t000 􀁾􀁗􀁉 Ave.-PIo(AJ 􀁉􀁾 􀁾􀁐􀁖􀀧􀁥􀀮􀁾􀁓􀀭􀁖􀀱􀁁􀁌 Itw-u{)tA-􀁾􀁕􀀱􀀾􀁦􀀧􀁏􀁏L ******:>1<**********:>1<****************************** SUM MAR Y 0 FOR I GIN A LOA T A ***************:>1<***
***************************** U HIT S S P E C I FIE 0 FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG P F-<: V D (l T (; THERE IS A [·:JRV 􀁾􀁈 JUNCTIOt---l 401 F'OR LHJ.E ,::1-02
SE:T AT (::\ Gr:;:ADE: OF' 730 .. 00 􀁔􀁈􀁅􀁆􀀼􀁾􀁅 IS 􀀨􀀭􀁾􀁬 PR'v' ()T 􀁊􀁕􀁾􀀬􀁪􀁃􀁔 􀁔 I 􀁏􀁾􀀭􀀭􀁬 401 F'OR 􀁕􀀺􀁾􀀭􀁊􀀮􀁉􀀺􀀺􀀺 403 SI:::T (iT A 􀁇􀁒􀀨􀀻􀁾􀁄􀁅 OF::" T3.:;...
00 THERE I C .W' A PRV AT ,]U[--·jCT I Ot"j 457 FOR L_ I 􀁾􀁊􀀮􀁅 458 S[T AT A GR(-;DE OF;' 730.00 􀁔􀁈􀁅􀁆􀀼􀁾􀁛 IS 􀀨􀁾 PRV 􀀨􀀺􀁾􀁔 JUNCTIO['-l 457 F'Dr< 1_ Ii---,j[ 459 SET 􀀨􀁾􀁔
A 􀁃􀀱􀁒􀀨􀀭􀁾􀀱􀁄􀁛 OF ·7:::;;:; .. O() THERE: IS A 􀁐􀁆􀀮􀁾􀁖 (H JU[-'·jCT I Or--! 504 􀁆􀁏􀁦􀁾 L_HJ.E 5d:)'::' SET AT (-', GRAD[ OF' T30 .. 00 THI:::RE IS 􀀨􀁾 PRV PiT JUNCTION 504
I:::-OR L.INI::: 507 S[T (-;T Pi GRADE OF 􀀷􀁓􀁾􀁓 .. 00 () U T PUT 􀁏􀁐􀁔􀁉􀁏􀁾􀀬􀁪 OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PE:RIOD .5 VALU[S ARE OUTPUT FOR MAXIMUM AND MINIMUM
PRESSUR[S SUPPI_'y' THIS SYSTEM HAS MULTIPL[ SUPPLY ZONES ZONE NO.. 1 IS SUPPLIED THROUGH THESE PIPES: 402 403 􀀮􀁾􀀺􀀺􀀬􀀰􀀮􀀵 507 4.::·8 459 􀁓􀁖􀁓􀁔􀁅􀁴􀁾􀁩 CON FIG U RAT ION . THIS
SYSTEM HAS 137 PIPE:S WITH 105 JUNCTIONS D A T 􀀨􀁾 CHAHC.,ES t-,j E >< T S I M U L A T ION D ['. t1 (:'j t-,-j D DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR -THE FOLLOWING
SPECIFIC D[D[MAND CHAHG[S ARE MADE : JUNCTION NUMBER DEMAND 3 .. 30
414 1000.00 ************************************* S I M U L A T ION RES U L T S ************************************* THE RESULTS ARE OBTAINED AFTER 6 TRIALS WITH AN ACCURACY -.00373
S 1 M U L A T ION DES C RIP T ION TOI/,)!·,.j OF' (iDD I SOt···j DWU SERVICE AREA CUT-OVER -3 PRV STATIONS -PIPES 402.403 458.459 505.507 PEAK HOUR DEMAND. NO PUMPING. EST LOW LL. FIRE
FLOW 1000 GPM AT"414 RESULT::) PIPE t···jO .. NODE 􀁴􀁾􀁏􀁓 .. 􀁆􀀧􀁉􀁾􀁏􀁉􀁴􀁭􀁁􀁔􀁅 HEAD LOSS PUt1P HEAD t"i I 􀁎􀁏􀁆􀁾 LOSS VELOCITY 􀁈􀀡􀁾􀀯􀁬􀁏􀁏􀁏 100 0 100 9768 .. 10 .. 21 ..
00 .00 6 .. C..').'..Z􀁾􀁾 6,,85 102 100 102 5350.18 .. 90 .00 .. 00 3 .. 7S';1 Z 􀁉􀁾 25. 104 102 104 4133 .. 44 ,,81 .00 .. 00 2 .. 􀀧􀁓􀁾􀀳 􀁌􀁾􀀭􀁓􀀹 108 104 108 :3.::,5S' .. 24
3.02 .00 .00 2 .. 􀁾􀁓􀀺􀀲 1.06 110 108 LLO 􀁾􀀿􀀳􀀶􀀳 .. 85 .en .. 0O .. 00 1 .. 07 .. lJ .112 11O 112 􀀲􀁾􀀵􀀶􀀳 .. 8.5 .01 .. 00 .. 00 ,.75 .07 116 112 116 2122 .. 00 .07 .00 .00
.. 􀀨􀁾􀀮􀀿 .. 06 .120 116 340 􀁾􀀿􀁾􀁌􀀲􀁾􀁾 􀁉􀁾 00 .. 03 .. 00 .00 .. 67 .. 06 131 102 142 121.6 .. 75 .10 .. 00 ,,00 " 􀁾􀀳􀀶 .14 1::':;3 146 1'z 'Z ""463 .. 74 --,.09 .. 00 ,,00
"'. 74 ..·· .. 21 .....} ......1 135 .133 158 --"813,.54 ---.42 .00 .. 00 ""1.50 􀁾􀁾... .. .:) 􀁾􀀺􀁳 137 108 158 􀁾􀁌􀀱􀀹􀁾􀀺􀀺􀀬 .. 39 ,.1.1 .. 00 ,,00 1.,91 1 .. 1B 158 112 􀀮􀀱􀀳􀁾􀁾
24.1 .. 85 .09 .00 .00 ,.69 .. 30 .140 100 1 <:'j·O 4417.92 .74 .. 00 .00 5 .. r-S 1. 􀀬􀁾 􀁾􀁓􀁾􀀳 142 140 142 􀀳􀁾􀀿􀀱􀀮􀀳 .. <1.::? .25 .00 .00 􀁾􀀲􀀧􀀴 ::2;3 .87 .146 142 14(:' 4430.,16
4" ::36 .00 .00 3 .. 1<.l 1.58 200 ° 200 .. 0O .00 .. 0O .00 .. 00 .00 201. 200 201 ,.00 .00 .00 .00 .. 00 .00 21)2 ::::01 202 ,.00 .. 00 .. 00 .00 .. 0O .00 􀁾􀁾􀁾􀀨􀀩􀀳 202 203 .00
.00 .00 .. 00 .. 00 .. 00 L.IHE 204 IS CL.OSED 205 204 206 .. 00 .. 00 "DO .00 .. 00 .00 L.ll···jE 206 IS CL.OSED 207 206 208 .00 .,00 .00 .. 0O .. 00 .00 LIHE: 208 .IW􀀨􀁾 CU)SED 21.0
208 210 ,.00 .. 00 .. 00 .. 00 .00 .00 212 210 212 􀁾􀀢􀀬􀁾􀁾􀀬􀁾􀀭􀀩 .. 37 .00 .. 0O .. 0O ---.04 .. 00 2.14 212 214 44 .. 􀁾􀁌􀀲 .00 .. 0O .. 00 .03 .. 00 216 214 216 ''''879.88 -'
.. os .00 .. 00 ......... 􀁉􀁾􀀩􀁾􀁾 "' .. on 218 216 218 ''''925 .. 71 _... 13 .. 00 .. 00 "-"-'-" .. 􀀨􀀧􀀩􀁉􀁾􀁓 -,.09 224 218 224 ",4811 .. 40 ",4 .. 54 .. 00 .. 00 ---3.41 ....1
., 􀁩􀁬􀁾􀀺􀀺􀀮 􀁾􀁾􀁾􀀲􀀸 224 146 '--4893.90 -.. 57 .. 0O .00 '-3 .. 47 -1.90 230 210 230 63 .. 37 .. 00 .. 0O .. 00 .1S .. 02 232 230 212 ---1.14 .00 .00 .00 .00 .. 00 􀀲􀁾􀀻􀀴􀂷 212
234· '--108.64 "' .. 07 .00 .00 ".. 31 -' .. 07 236 254 250 "-62.80 ..-. os .00 .00 -.. 18 -'.02 238 216 :234 4·5"483 .00 .. 00 .. 00 .. 13 .0.1 242 􀀲􀁾􀀳􀀰 242 64.51 .. 03 .00 .00
.18 .0:3 244 242 246 ""14.58 .. 0O .. 00 .00 "' .. 04 ,,00 246 242 246 -<U} .. 60 .00 .00 .00 --.05 .00 248 246 :25,2 '--31.19 .00 .00 .. 00 "•• Of) """O.l 250 218 250 447,,09 .. 09
.00 .. 00 .. 71 .19 􀀲􀀮􀀺􀀻􀀬􀁾􀀨 250 􀁾􀀿􀁾􀁾􀀲 384.29 ...14 .00 ,,00 .. 61 .14 300 0 300 .00 .00 .00 .00 .. 0O .00 􀁾􀀳􀀰􀀺􀁌 300 􀁾􀀵􀀰􀀱 􀁾􀁾􀁾􀀮 3 .::-.. S);S .00 .. 00 .. 00 "-..
01 .00 303 30.1 3()::; ""35.93 .. 00 .. 0O .. 00 '-.01. .00 505 3()3 305 􀁾􀀢􀀧􀀳􀀺􀁓 ... '1)3 .. 00 .00 .00 "'.01 ,,00 306 306 300 3f)5 􀀳􀀧􀀺􀀺􀁾 '4 f)3 .. 0O .00 .. 00 .01 .00 310
;501 310 .00 .00 .. 0O .00 .00 .00 [_It···jE 3J..1 IS 􀁃􀁾􀁌􀁏􀁓􀁅􀁄 3.1.4 􀀳􀀰􀁾􀀳 ;:')14 .. 00 .00 .00 ,.00 .. 00 .00 L.U·jE 3.15. IS CL..OSE:D 31d 305 ::H8 .00 .. 00 .00 .00 .O()
.. 00 L.IHE: 3J..9 1􀁾􀀮(􀀮"􀀺􀀩 CLOSED
320 31.1 􀀳􀁾􀀱􀀶 9 .. 58 .00 ,.00 ,,0O .. 00 .. 0O 322 311 3.15 ....􀁾􀀮 􀁾􀀻􀀩 H 􀁾􀁪􀀻􀀳 .00 .. 00 ,,0O .. 00 .. 0O ?,24 ::515 ::H9 􀁾􀁾􀁾􀀮9 .. 􀁾􀁓 􀁅􀀺􀁾 .. 00 .00 .00 .. 0O ..
0O 32'6 319 􀀳􀁾􀁾􀁾􀀶 -"9.58 .00 .00 ,,0O .0() .. 00 330 3:?6 330 ,,0O .00 ,,00 .. 00 .00 ,,0O oz·z ......:· o-J .......1 •.:::.. 330 33:2 .. 00 .. 0O ,,0O .. 00 .. 00 .00 334 􀀳􀀳􀁾􀀲
334 ""916 .. 54 '-.01 ,,0O .. 00 􀁾 .. 219 -'" 01 340 334 340 ---1879 .. 4.1 􀁾... 􀁉􀁾 .1.3 ,.00 .. 00 􀁾􀀧􀁾􀀧 .. 59 -".04 L_It·"·!E 􀀵􀀸􀁾􀁌 IS CL.OSED 385 332 440 916,.54 ,.1.1 ..
0O .00 2.60 5 .. 51 38'::. 334 ,450 962.87 ,.12 ,.00 .. 0O 􀁾􀀲 H 􀁾􀀱􀀳 5,,84 ::S87 540 􀀮􀁓􀁾􀀿􀀨􀀩 242 .. 59 .. 06 ,.00 .. 0O 1.55 2,. .16 ...,. 401 400 401 851 .. 36 1 .. 07 .. 00
.. 0O 2 .. 41 3.,0(:-402 ° 402 675.73 6.50 .00 26.80 17.25 420.22 􀁾 403 ° 402 175.63 10 ..13 .. 0O 27,.97 17 .. 94 101.;) .56 404 402 404 586 .. 75 1 .. 03 .00 .. 0O 1 .. 66 1.54 406
404 406 !S63 .. c,5. .. 􀁾􀁮 .00 .. 0O 1,.60 1 .. '-j·::,:. 408 406 408 540 .. 55 1.10 .00 .. 0O 1 .. .. 53 1 H 􀀳􀁾􀀿 410 4003 41.0 517.45 7 .. 54 ,,0O .00 3 .. ZS() 03.7"7 412 410
412 494 .. 35 .. 1.0 .00 .00 1 .. 40 1 .. 12 414 412 414 494 .. 35 3.46 .00 .. 00 3 .. 16 8.0(;.> 416 414 416 ",,505 .. 65 -A .. 4S .. 0O .00 􀁾􀀳 .. 􀁾􀀿􀀳 -,,8.40 418 416 418 ",,528
.. 1S ""6.93 .00 .00 ,w3 H ::;"? .... 9 .. 12 420 418 420 -,251.95 '-.92 .. 0O ,.00 '<1..61 ·v.-2 .. 􀀳􀁾􀁌 421 420 421 23 .. .10 .. 0.1 .00 .00 .1S NO?, 422 420 424 ·...275 .. 05 -..
49 .GO .00 "'1.76 '-2 .. 72 424 402 424 241 .. 5.1 1 .. 24 .00 .00 1.54 2.14 426 418 428 ·...299 .. 90 YoY 1 .. !;'3 .. 0O .00 ....1.91 'W:3 H 1. SJ 428 424 428 .w 􀀵􀀬􀀬􀁾􀀺􀀬 H 63
"'" .. 12 . 00 .00 .,,' ":)Cl ..".. 1.:::. 430 428 430 -'376 .. 34 ·...1 ,. fJO .00 .00 '-2.40 "--4 .. 86 􀀴􀂷􀀳􀁾􀁚 430 4·32 .w 3 S) () 􀀬􀁾 1. t.l. '-7 .. .16 .00 .00 ....4 .. 49 -,,21.70
433 432 436 ""415.94 --:20.66 .00 .00 '-4. 72 ,w23 .. -, 􀁾􀀺􀁬 436 '-'j.64 436 435.74 2.17 .. 0O ,,00 2.78 6 .. 􀀳􀁾􀀺􀁾 441 400 442 ",,874 .. 46 ·...1 .. 83 .. 0O .. 0O -,,2.48 􀀧􀁾􀀼􀀵
H 􀁾􀀲􀀲 442 440 442 916.54 .. 95 .00 .. 0O 2 H 6\() :3 .. 5.1 444 442 444 18,,91 .. 00 .00 .. 00 .. 12 .. 02 <::1-45 444 445 "'. H 􀁦􀁾􀀳 .. 0O .00 .00 '-.. 01 .00 446 445 446 ....··2()
H 􀀬􀁾􀀧􀁓􀀳 -,.01 .00 ,,0O .... "13 ...... 02 447 446 447 19.80 ,,01 .00 J)O ..13 .. 02 448 446 448 19,,80 .. 01 ,,0O .00 .13 .. 􀀨􀀩􀁾􀀲 44':;1 446 􀀱􀀮􀁴􀀭􀁾􀁾􀀺􀀺􀀧􀀲 "'-80.03 -'
.. 10 .00 ,,0O ..""􀀮􀁾􀀺􀀧1 _w ., :2: 􀁾􀀺􀁾 452 450 452 399.16 .. 84 .. 0O ,,0O 1 .. 63 1 .. 83 454 452 I.j·54 􀁾􀀲􀀱􀀹􀀶 􀀮􀁾 􀀨􀀩􀁾􀀻 .29 .00 .. 0O 1 .. 21 1.,OS 4E,S 454 456 9 ..
23 .. 00 .00 .00 .. 06 J)l 4·.S6 454 456 JJL57 .00 .. 00 .. 0O .. 07 .. 0.1 457 454 457 2.::;.:5 .. 13 1 .. 05 ,.00 .00 1.62 ;2: .. 33 :::> 458 ° 458 201.39 .09 .. 0O "􀁾􀀭􀁓􀀹 2 I.
􀁾􀁾􀁾 􀁾􀀻􀀩 6 .. 20 ,>459 ° 458 S,l .. 75 1.. 05 .. 0O 2 .. 􀀯􀁾􀀳 5 H 􀁾􀀲􀁦􀀺􀁾 105 .. 41 460 458 460 􀁾􀀲􀀳􀀨􀀩 H 1:)3 .. ()6 .. 0O .00 J_ .. 41 1... 9S 461. 460 461 19.fJO .01
.00 .00 .13 .. 0:2 464 460 464 Ul7.13 1.00 .00 .00 1.19 .1 .. 33 41O 450 470 543 .. 91 .. 61 .00 .00 1.54 1. H 33 41:2 470 472 44:2.29 .18 .00 .00 1 .. "h';, ..􀁌..􀁾} .9.1 474 472 474
3:21.47 .. .15 "00 "00 .91 .. SO 476 474 476 lfJ8.62 .05 "00 .00 .. 54 .. 19 47B 476 478 78.43 .01 .00 .00 .. 􀀲􀁾􀀲 ,,04 480 478 480 55 .. 33 .01 ,,0O .00 .16 .. 02 481 403O 500 22.48
.. 0O .00 .. 0O .06 .00 482 480 􀀼􀀱􀂷􀁦􀁊􀁾􀀿 q 􀁾􀁉􀀺􀀻 '; .. 1-.' .00 .00 .00 .03 .. 00 484 482 484 􀁾􀁾􀁾13 ... 35· .00 .00 "00 '''-.04 ,,0O 485 484 485 23.10 .01 ,,0O ,.00 .15 .,03
486 484 486 -"56.25 ...... 03 .. 0O .. 00 ..·.,36 .W .. 14 488 486 488 􀀬􀁾􀁾􀀮 ·7'9 .. 35. -".08 .00 .. 00 -.51 ..... 21 489 488 490 ""102.45 ''''.11 .. 0O .00 􀁾􀀮􀀶􀀵 -" .. 44 490
470 490 81.8:2 .17 . 00 ,,0O .....t.::}: .􀀮􀁾.􀀭􀀺.􀀺􀀮.􀀮 ., 􀀲􀁾􀀻􀀩 S02 500 502 89.34 .. 21 .. 0O .. 00 .. 57 .. 􀁾􀀳􀀴 504 502 504 􀁬􀀺􀁓􀁾􀀩 .. 34 .. 62 .. 0O .. 00 .. 98 .' ('):?
><:',05 ° 􀀮􀁾􀀬􀀰􀀵 211.70 .16 "00 .71 􀀻􀁾􀀻􀀮􀀬 08 10 .. 79 506 505 464 27"1 .. 70 1,,57 .. 00 .00 1 .. 73 􀁾􀀿􀁾 ., 􀁣􀁾􀁣􀀩 L_ IHE 507 I.'."􀀺􀁾 CL.OSE:D son 476 .502 87.10 ..-.>
0 . .00 .00 H .. k , 5·c;. 􀀬􀁾 􀁾􀁾􀀻 􀁾􀀲􀁾 510 47.<'j. ':)10 109.75 .. 02 .00 .. 00 .31 .. 01 S12 51.0 􀀵􀀱􀁻􀁾 8 IS'J 􀀬􀁾 19'::. .09 .. 00 .. 0O .57 .. 34 514 47:2 51<:)· 97.71
.. 􀁾􀀲􀁣􀁾 .00 .00 􀀬􀁾 t>..:.'-.:-:,. .40 S.16 E,JA 516 164 .. 57 .. 34 ,.00 .. 0O 1. .. 05 1 .. 05 518 516 504 .141.41 .4.::, ,,0O .00 .. 90 .. 79
􀀮􀀺􀁓􀁾􀀲􀀲 520 5,22 􀀲􀁾􀂷􀀲 · 59 · 5<::j. 524 􀀵􀁾􀀲􀀺􀀲 .:;,24 109 · 􀀢􀁬􀁬􀁾􀀧 ·􀁾􀀩􀀳 􀀮􀁾􀀮􀀲􀀶􀀱 524 500 fJ9 · 96 · 3:2 528 􀀵􀀮􀁾􀀿􀀲 􀀡􀀺􀀺􀀮􀀲􀁦􀁾 109 · 􀁾􀁬􀀳 ·29 .:::130
52B 530 86 · 63 ·10 532 530 􀀵􀀱􀀳􀁌􀁾 19 · 80 ·01 􀀮􀁾􀀺􀀼􀀵􀀳 530 490 43 .. 73 · 05 .00 .. 00 1.55 2.16 .00 .. 00 .. 7O .50 .00 .00 .57 .54 .. 00 .. 0O .70 .50 .. 00 .00 w 5.5 ..7
.....􀁾 .;) 􀀬􀁾􀀮 .00 .00 .. 􀀱􀁾􀀳 .02 .00 .00 .28 .. 09 􀀮􀁝􀁕􀁎􀁃􀁔􀁉􀀰􀀱􀀢􀂷􀁾 .JU1·J,CT I ON 1,J,Ul·1BEF? 􀁾􀁴􀁏􀁏 .102 104 108 110 .112 116 .133 􀀱􀁾􀀳􀁴􀁾 .1.40 142 .146 200
201 􀀲􀀨􀀩􀁾􀁾 203 204 206 208 2.1.0 21:2 21.4 216 2.18 224 􀁾􀀿 :3CI 234 242 246 250 :3',1:)(:1 301 303 31:)5. 3.10 511 ::S.14 51.5 3.18 51.9 􀁾􀀬􀀲􀀶 􀀳􀁾􀀵􀀰 332 334 ;540 400 401
402 404 406 408 41.0 4.12 41.(·14.16 4H3 420 421 􀀴􀁾􀀿􀀴 t.l28 450 􀁴􀀮􀀱􀂷􀀳􀀲􀁾 NOD E oEl"1At·J, 0 .00 .00 .::,74.20 .00 .00 .00 .00 349 .. 80 623,.70 1204.50 .. 00 .. 00 .. 00 ..
00 ,.00 .. 00 .00 .00 .. 00 .00 .00 924 .. 00 .. 00 3438.60 fJ2.50 .00 .. 00 95.70 .. 00 .00 353 􀁾 i() .00 .. .. 00 .. 00 .00 ,.00 .00 .. 00 .00 .00 .. 00 .00 .00 .00 .00 .00 􀀲􀁾􀀵
.10 .. 00 25 .. 10 23.10 23 ...10 25. :LO 25 .. 10 .. 00 1.000 .. 00 23. J.O 23 .. 1.0 .. 00 23.10 23 .. 10 19.80 3.9 .. 80 19 .. 80 GPADE LINE 763 .. 79 762.90 762 .. 09 759 .. 07 759
.. 06 759 .. 05 758 .. 99 758.54 758 .. 96 163.05 762 .. 80 758.,4.::;, 615 .. 00 615.00 615.00 615.00 753.1::, 753.1.3 753.13 753 .. 13 753 .. 13 753 .. 􀀱􀁾􀀵 753.20 753 􀁉􀁾 33 757.
fH 753.1.3 753 .. 20 755,.10 􀀷􀀵􀁾􀀳􀀮􀀱􀀰 753.25 753 .. 10 592 .. 00 :;,92.00 592.00 592 .. 00 592.00 758.8.1 592.00 758.8.1 592:.00 758.8.1 758.81 758 .. 81 758.8.1. 758.82 758 ..
95 755.93 􀀷􀀵􀀨􀀧􀁾􀂷􀀮 86 696.90 695.87 695 .. 06 695.96 686 .. 42 686. 􀁾 3::? 682 .. 86 687 .. S1 694.24 695.17 695 ..16 695.66 69.:;,. 78 ,<:',97 . .5 7 I04 .. 73 􀁅􀁌􀁅􀁜􀀧􀀯􀁾􀀢􀀩T
I 􀁭􀀬􀁾 656.00 636.00 622.00 650. ()o· 650 .. 00 650 .. 00 642.00 640 .. 00 650.00 659,,00 637.00 6::;6 .. 00 596 .. 00 596.00 596.00 604.00 628 .. 00 630 .. 00 596 .. 00 604 .. 00
604 .. 00 618 .. 00 620.00 620 .. 00 610 .. 00 628 .. 00 610 .. 00 656 .. 00 610.00 605.00 603.00 574.00 556 .. 00 556 .. 00 555 .. 00 555.00 560 .. 00 570.00 577 .. 00 5D5.00 580 ..
00 595.00 604.00 602.00 590 .. 00 PF?ESSUPE 51.::' w 38 54.99 60.70 47.26 47.26 <:'j·7 .. 26 􀁾􀀺􀀺􀀬􀀰 .. 69 51 .. 57 47 .. 22 53,.76 54.51. 53.06 6[1 .. 09 68.09 68 .. 09 64.66 54
.. 31 55.4.1 68.09 t.,4 .. 6 􀀮􀁾􀀺􀀺􀀧 64.61 􀀵􀀱􀀺􀁾􀀳 .. 5<1· 57 .. 74 57.68 64.49 56 .. 69 64.49 5:3.28 65 .. 24 65.80 40.69 52.81 c,c) .. 􀀲􀀺􀁣􀁾 59.IS 􀁾􀁳􀁣􀀩 .. S)':::f 56.9.1
􀀮􀁾􀁾􀀬􀀺􀀵 ., 􀀲􀁾 <.l. .="J w 8:3; 50 .. 6.1 47.74 49.,90 44 .. 49 39 .. Tl 41 .. 42 49.7"2
􀀴􀁾􀀵􀀶 19,.80 125.39 .::·66 􀀬􀁾 OC) 69,.07 440 ,.00 758.71 􀀶􀀲􀁾􀀳􀀮 00 56.64 442 23,.10 157,.76 620 .. 00 59.10 444 19,.80 151 .. 16 􀁣􀁾􀀻􀀺􀁾􀀻 .. 00 􀁾􀁓􀁦􀁾 .. 􀀳􀁾􀀺􀁽 445
19,.80 757.16 􀀶􀀲􀁾􀀳 .. 00 518 .. 3';' 446 19 .. 80 757.76 623 .. 00 58,.40 4<-17 19.80 '757,.76 626.00 51,.09 448 19,,80 757.76 626 .. 00 51 .. 10 􀀴􀀮􀁾􀀺􀀺􀀬􀀰 19 ,. 􀁾􀀩􀁏 75B,.71
610,.00 64.44 4.52 23".10 7.57 .. 81 617.00 6.1..04 􀀴􀁾􀀺􀀧􀀬􀀴 23 11 􀁾􀁌􀁏 151,.57 618.00 60,.48 􀁾􀁬􀀮􀁾􀁾􀁬􀀨􀀺􀁽 1 S7l" BO 157,.57 􀀨􀁾􀀲􀁾􀀲 H ()() 51 􀁦􀁾 .. 7 􀀮􀁾􀀺􀀺􀁴 4.57
.00 7516 .. 5<2 600,.00 ()·7 .. 􀁦􀁾􀀳 45B 􀀲􀁾􀀭􀀩􀀮 10 ...I...,.:.;?... Q.., 􀁉􀀮􀀢􀀢􀀺􀁾􀀢􀀩 600,,00 􀀵􀀱􀁦􀁾 M 􀀱􀁾􀁾􀀿 H 􀀮􀁾􀀩􀀮􀁾􀀺􀀮􀀮􀀮 460 23,.10 728,,56 5El6 .. 00 61.18 461
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.10 757,.72 604.00 66,.6.1 478 23 . .10 7.57,.71 6.16,,00 6.1.4.1 480 23 .. l0 757.70 625.00 57 ..::,0 482 23.10 757,,70 622,,00 58.80 4B4 19,,80 757,,70 620.00 59.61 4B5 23,,10 757,.69
627.00 !:)(:., 􀁾􀁬 c}3 486 23,.10 757,,73 􀀶􀁾􀁌􀀮􀀵 ,. 00 6.1.85 488 23,.10 757 .. 81 6.18,,00 60,,5a 490 􀀲􀁾􀀻 .. IC) 157.92 620.00 59 .. 77 500 23.10 757.70 625.00 ;:;,7,. 50 􀀮􀁾􀂷􀀺􀀺􀀬􀀰􀀲
23,.10 757,.48 622,,00 58,,71 E'04 23,.10 756.87 592 .. 00 71.,44 50.5 ,,00 729.13 592.00 59,,42 .:;,10 1')1 .. 80 757,.74 600,,00 􀁾􀀺􀀭􀀸 .. 3c:-514 23,,10 757,.66 596,.00 70,.OE,
516 23 ...10 7!j"7 .. 32 585.00 74.61 520 .. 00 758 .. 89 636,,00 􀁾.... '"Z 􀁾􀁾􀀮 r.:: .:,) •...) .. 􀁾􀀺􀀺􀀺􀀢 •...) 􀁾􀁓􀁾􀀲􀁾􀀲 23,.10 758.35 634.00 E)3 M 􀀸􀁦􀁾 􀀮􀁓􀁾􀀲􀀴 J.9
.. 80 758.,02 6,30 .. 00 55,.41 􀀵􀁾􀀲􀀸 􀀲􀁾􀀵􀀮 10 758.06 626.00 􀀮􀁾􀁉 􀁾􀀱 􀁾􀁉 23 􀀮􀁾􀀺􀀺􀁉􀀡􀀺􀀻􀁃􀁉 23.10 7.57 .. 97 630,,00 .55 ., 􀀼􀁾􀀵 􀀵􀀱􀁾􀀳􀀲 19 .. 􀁾􀀺􀁬􀁏 757,,96 􀀬􀁓􀀳􀁾􀁾􀀮􀁾
()O E, t.:l-􀁾􀁉 51 􀁾􀀺􀁾 1'1 A x: I M U 1'1 (=1 r,J, D r'1 I N I r1 U r1 P R E 0􀁾::..􀀩... S U 􀁨􀁾 E :3 M A >< I l"j U M P 􀁆􀁾 E S S U R 1'" S ,JUHCTION 􀁲􀀧􀁊􀀬􀁕􀁾􀀱􀁂􀁅􀁒 516
504 .514 436 .510 􀁄􀁅􀁍􀁾􀁩􀁎􀁄 23,,10 23.10 􀀲􀁾􀀵􀀢 10 19,,80 19,,80 GRADE L.INE 7.57,,32 756,,87 7.57,,66 725,,39 7.57,,74 􀁅􀁌􀁅􀁜􀁩􀀨􀁾T I 􀁭􀀬􀂷􀁾 58.5,,00 .592.00 .596.00 566,,00
600.00 PRESSUF<E 74,.67 7.1,.44 70,,05 69,,07 68,,36 MIN I MUM PRE S SUR E S JUNCT I 􀀰􀀱􀀢􀀧􀁾 􀁬􀀧􀀬􀁾􀁕􀁩􀀧􀀱􀁉􀀳􀁅􀁦􀁾 428 402 430 424 .138 􀁄􀁅􀁲􀀧􀀱􀀨􀁾􀁎􀁄 .19,.80 23,,10 1:9,,80
2::; H JJ) 623,.10 􀁇􀁦􀁾􀁻􀀭􀁾􀁄􀁅 L. I NE: 695,,7a 696,,90 697,,57 695 .. 66 758,.96 I:::L.EV(.iT I ON 604.00 603,.00 602:.00 593 .. 00 6.50,.00 􀁐􀁒􀁅􀁓􀁓􀁕􀁨􀁾􀁅􀀺􀀺 3'9,. Tl 􀁬􀀢􀁉􀁬􀁩􀁏􀁏􀁬􀁬􀁬
􀀡􀀺􀀺􀀺􀀺􀁾􀀭􀂭 40.69 41,,42: 44,,49 47,.2:2 OUTI:::'L.OI/·!S (+) INFLOWS INTO THE SYSTEM FROM FIXED GRADE NODES 􀁾􀀭􀀩 OUTFLOWS FROM THE SYSTEM INTO FIXED GRADE NODES PIPE: 􀁎􀁕􀁾􀀱􀁂􀁅􀁒
100
200 300 NET SYSTEM NET SYSTEM NET SYSTEM INFLOW OUTFLOW DEMAND .00 .009768.10 .00 9768.09 **** KYPIPE SIMULATION COMPLETED **** DATE: 10/24/1993 TIME: 16: 9:29
, 'I Od 􀁾 WATER/SEWER RATES EFF 10/16/93 BILL CODES SIZE II nNlIUK IllilKUK TOTAL IIINIYllll VOL FOR CI ASSIFICm oH JATER/SmR IUCHES JAIFR RAIF SElF' RATE JIOMTHI! B!J! IlIKIIIIIV SINGLE
FAIIILY 3A10/lAOO 5/8 7.35 10.10 17.45 2,000 (8,000 GAL MAX SEWER) 3A20/1AOO 3/4 3A30/lAOO 1 RES SAIITATION SVC 2S10/0003 +12.00 IULTI-FAliILY 3810/1800 5/8 44.35 57.65 102.00 15,000
3820/1800 3/4 3830/1800 1 3840/1800 1 1/2 3850/1800 2 3860/1800 3 3870/1800 4 3880/1800 6 MUNICIPAL/SCHOOLS 3C10/1COO 5/8 58.40 76.00 134.40 20,000 3C20/1COO 3/4 3C30/1COO 1 3C40/1COO
1 1/2 3C50/1COO ,2 3C60/1COO 3 3C70/1COO 4 3C80/1COO 6 CODERCIAL LARGE 3D50/1DOO 2 107.35 138.15 245.50 37,000 3D60/1DOO 3 3D70/1DOO 4 3D80/1DOO 6 3D90/1DOO 8 CODERCIAL SKAtL 3E10/1EOO
5/8 10.40 17.71 28.11 3,000 3E20/1EOO 3/4 3E30/1EOO ' 1 3E40/1EOO 1 1/2 INDUSTRIAL LARGE 3F50/1FOO 2 235.95 295.55 531.50 80,000 3F60/1FOO 3 3F70/1FOO 4 3F80/1FOO 6 3F90/1FOO 8 mumIAL
SMALL 3G10/1GOO 5/8 9.50 13.75 23.25 3,000 3G20/1600 3/4 3G30/1GOO 1 3G40/1GOO 1 1/2 BOTEl/1I0TEl 3B10/1800 5/8 nU5 295.55 531.10 80,000 3B20/1800 3/4 3830/1800 1 3840/1800 1 1/2 3850/1800
2 3860/1800 3 3870/1800 4 3U80/lUOO 6 3890/1800 8
CJ ASSlfIcmOH IRRIGATION LARGE IRRIGATION SMALL FIRE METERS BILL CODES SIZE IN nmUM MINIIUV TOTAL lllllUV VOL FOR IATERlSEiER IVCHES lATER me smR RATE muBIY Bill 11111111I : 3150/NOIE
2 73.84 lONE 73.84 27,000 3160/NONE 3 J1l0/NONE 5/8 15.Z0 15.20 5,000 J120/NOIlE 3/4 3130!NONE 1 3140/NOIlE 1 1/2 JIOO/NONE VARIES 24.10 RORE 24.10 8,000 CHARGE PER 1000 GAL BEYOND lATER
1.47 (.00147) IINIKIJI USAGE SEWER 3.67 (.00367) COIIERCIAL ACCOUNTS DO NOT HAVE ALim ON SEiER CHARGES &ARE ROT CHARGED FOR SANITATION SERVICE BY me CITY HISTORY OF INCREASES 11-88 251
11-93 18-281 (WATER COST DOWN &SffiR COST UP DUE TO SffiR 'MNEL PR01ECT 11TH FARIERS BRANCH) DEPOSIT INFORlA'rION COIIERCIAL ACCOUNTS =2 TIMES THE AVERAGE CONSlJiPTION 11TH AS100 MINIKIJI
COIIERCIAL IRR =S100 FIRE METERS =S50 RES DOUESTIC/IRR =S50 PER EACH INDIVIDUAL METER SIZE FIELD IN METER INVENTORY SCREEN &ALERT CODE FOR ACCOUNT SET UP TO SYSTEM METER SIZE CODE ALERT
CODE DESCRIPTION 5/8" ' .625 1 01 IRRIGATION 3{4" .75 2 02 FIRE METER 1 3 03 TOD ACCT 1 1/l" l" 4 04 Imsm 2" 5 OS SANITATION ONLY 3" 6 06 SPECIAL 4" 7 6" 8 8" 9
1 ..JOHN M. HILL ATTORNEY AT LAW 6$17 HILLCREST AVENUE.. SUITE. 315 DALLAS, TEXAS 75205 FAX (2141 696-8647 October 4, 1993 TELEPHONE (2141 696-8646 P.E. /J.,( 􀁾 􀁾􀁜 􀁜􀀩􀀮􀁾 orrY .iff
. eli-), \ VJ1. ;'? ff 􀀦􀀱􀁾􀀱(\ .Ane,vrL \ 1') 􀁻􀁾􀀩􀀯 􀁾􀀮 0J! .e( 􀀻􀁾 \.\ 􀁾 ovt ,􀀩􀀧􀁜􀁾􀁾􀁜􀁦 1J Re: Wastewater Discharge Ordinance 􀁾􀁶􀁾􀁾 Dear John: f 􀁲􀁯􀁾 p Enclosed please
find a final, revised copy of the 􀁷􀁡􀁳􀁾􀁾􀁴􀁥􀁲 discharge ordinance adopted by the City Council last week. I have made the changes to the ordinance as we discussed this morning. Mr.
John Baumgartner, City Engineer Town of Addison 16801 Westgrove Dr. P.O. Box 144 Addison, Texas 75001 Please let me know if you have any questions or comments. /jmh Enclosure cc: Mr.
Kenneth C. Dippel
5. section 18-165.4 (D) provides that a culpable mental state is not necessary to establish an offense under Division 6. The Texas Court of Criminal Appeals, in Honeycutt v. state, 627
S.W.2d 417 (1981) concluded that a municipality could not do away with a mental state in an ordinance (because §1.03(b) of the Penal Code provides that the provisions of the Penal Code
apply to "offenses defined by other laws , unless the statute defining the offense provides otherwise", and §6. 02, Penal Code, requires a mental state). Therefore, I have left this
subsection in, but you should be aware that a mental state will still be required in prosecuting any action under Division 6. 6. The term "City" is used to describe the Town of Addison
in the charter and it appears elsewhere in the Code. Therefore, I have used the word "City" to describe the Town, and have defined the City of Dallas as "Dallas". 7. There is nothing
in the draft ordinance you provided me concerning section 18-171 relating to inspection, surveillance and monitoring. Does the City want to delete this section (the ordinance as drafted
deletes it in its entirety)? 8. There are certain terms which are defined but are not used anywhere in the ordinance (e.g. "backflow prevention device", "COD" , "composite samples",
"cross connection", "developer", "grab sample", "properly shredded garbage", and "standard size wastewater main"). Should these be left in or deleted? I am going to check today to make
sure that all of the cross references in the ordinance from one section to another are correct. I will call you this afternoon or tomorrow morning if any of the cross references need
to be changed, or if any other corrections need to be made. After you have had an opportunity to review the ordinance, please let me know if you have any questions or comments. Very
truly yours, John M. Hill /jmh Enclosure -2-
ORDINANCE NO. AN ORDINANCE OF THE TOWN OF ADDISON, TEXAS AMENDING CHAPTER 18, UTILITIES, OF THE CODE OF ORDINANCES OF THE TOWN BY AMENDING ARTICLE III, DIVISION 6 OF THE SAID CODE RELATING
TO GENERAL DISCHARGE OF POLLUTANTS BY: (1) AMENDING SECTION 18-165 RELATING TO THE DEFINITION OF TERMS; (2) ADDING REGULATIONS REGARDING THE CONTROL OF ACCESS TO THE WASTEWATER SYSTEM;
(3) REQUIRING AN INDEMNITY AGREEMENT AND WAIVER FOR WASTEWATER SERVICE WHERE THERE EXISTS A HIGH RISK OF FLOODING AND OVERFLOW; (4) AMENDING THE ENFORCEMENT PROVISIONS; (5) AMENDING
THE REGULATIONS RELATING TO CERTAIN WASTES PROHIBITED IN THE WASTEWATER SYSTEM, REVISING THE ACCEPTABLE DISCHARGE CONCENTRATIONS OF BIOLOGICAL OXYGEN DEMAND AND SUSPENDED SOLIDS, AND
PROVIDING FOR DEFENSES TO ENFORCEMENT ACTIONS IN CASES OF DISCHARGE DUE TO UPSET OR BYPASS; (6) ADDING PROVISIONS RELATING TO WASTE DISPOSAL THROUGH VEHICLES, GREASE TRAPS OR OTHER MEANS;
(7) AMENDING THE REGULATIONS RELATING TO RIGHT OF ENTRY ON PRIVATE PROPERTY TO ENFORCE THE ORDINANCE; (8) AMENDING THE REGULATIONS RELATING TO THE REQUIREMENT OF A PERMIT FOR A DISCHARGE
OF INDUSTRIAL WASTE; (9) AMENDING THE REGULATIONS RELATING TO THE DENIAL OR SUSPENSION OF A PERMIT; (10) ADDING REQUIREMENTS RELATING TO PRETREATMENT OF WASTE; (11) ADDING STANDARDS
RELATING TO INDUSTRIAL WASTE CONCENTRATIONS AND REQUIRING SAMPLING FEES; (12) ADDING REQUIREMENTS FOR AN INSPECTION CHAMBER OR MANHOLE FOR A PERSON DISCHARGING INDUSTRIAL WASTE INTO
THE WASTEWATER SYSTEM; (13) ADDING STANDARDS FOR MEASUREMENT OF WASTE VOLUME; (14) ADDING REQUIREMENTS FOR THE SAMPLING OF WASTE; (15) ADDING REGULATIONS PROVIDING FOR DISCHARGES BY
WASTE MANAGEMENT OPERATORS ONLY AT POINTS DESIGNATED BY THE DIRECTOR OF PUBLIC WORKS, AND; (16) ADDING A PROHIBITION OF THE DEPOSIT OR DISCHARGE OF CERTAIN MATERIAL INTO THE WASTEWATER
SYSTEM OR STORM SEWER; MAKING CERTAIN SEMANTIC, GRAMMATICAL, AND STRUCTURAL CHANGES; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE AND PRESERVING ALL OTHER PARTS OF THE
SAID CHAPTER 18; PROVIDING A 􀁐􀁅􀁎􀁾􀁌􀁔􀁙 NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED EACH DAY DURING
OR ON WHICH A VIOLATION OCCURS OR CONTINUES; DECLARING AN EFFECTIVE DATE. WHEREAS, the City of Dallas, Texas ("Dallas") has provided facilities for the collection and treatment of sewage
to promote the health, safety and convenience of the people served by such facilities and for the safeguarding of water resources common to all; and WHEREAS, certain sewage of the Town
of Addison, Texas (the "City") flows into Dallas' wastewater system; and -1-
WHEREAS, proper protection and operation of the collection facilities may require either the excluding, pretreatment or controlled discharge at point of origin of certain types of quantities
of industrial wastes; and WHEREAS, this Ordinance enables the City to comply with all applicable state and federal laws required by the Clean Water Act of 1977 and providing for the
use of methods specified in 40 CFR, Part 136 Sampling Industrial Waste Discharge. THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF ADDISON, TEXAS: section 1. That the Code
of Ordinances of the Town of Addison, Texas (the "City") is hereby amended in the following particulars, and that all other chapters , divisions, articles, sections, paragraphs, sentences,
phrases and words of the said Code are not amended but are hereby ratified, verified, approved and affirmed: A. That Chapter 18 (utilities), Article III, Division 6 of the said Code
of Ordinances regulating generally the discharge of certain pollutants into the city's wastewater system is hereby amended in its entirety so that it shall hereafter read as follows:
Sec. 18-165.1 [See. 18 165]. Definitions. (1) Amenable to treatment means that [refers to] a substance 􀁛􀁾􀁝􀀺 (a) does not damage or interfere with the operations of the wastewater
system [facilities]; (b) is acceptable for stream discharge and normal sludge disposal methods used by Dallas [Is susceptible to reduction in concentration by treatment provided in the
'l'oun's or the city of Dallas' uastmmter treatment plant, to a level 'iihich is acceptable for discharge into a stream]; and (c) does not pose a health or safety threat to city or Dallas
employees or contractors performing work in the wastewater system [Is acceptable for sludge disposal]. (2) Applicant means a person who makes application to receive a service from the
Department. ill[-R+] BOD ([denoting] biochemical oxygen demand) means the quantity of oxygen, expressed in mgfL, utilized in the biochemical oxidation of organic matter by standard methods
procedure in five (5) days at twenty (20) degrees centigrade . .G.lJ f3t] Building [(house)] drain means that part of the lowest horizontal piping of a drainage system that -2-
[uhich] receives ['Ehe] wastewater discharge from ['tvastes aTiEi] drainage pipes within g [the 'tvall of the] building, and conveys it to the building lateral which begins two 1..ll
[smlOr, beginning three (3)] feet outside the inner face of the building wall or foundation. l.2.l[f4+] Building [(hoHae) 􀁡􀁥􀁨􀁾􀁥􀁲􀁝 lateral means the conduit or pipe extending [extension]
from the building drain to the wastewater service line [smwter lateral] at the property line or other lawful place of disposal [(also called house lateral and house connection)]. (6)
Bypass means the intentional diversion of industrial waste from any portion of an industrial user's treatment facility. i2l[f5t] City means the Town of Addison [City of Dallas], Texas.
(8) City attorney means the city attorney of the City, or the City attorney's authorized assistants. (9) City council means the governing body of the City. [(7) City environmental health
officer means the environmental health officer of the city appointed by the city manager, or his 􀁡􀁵􀁴􀁨􀁯􀁲􀁩􀁾􀁥􀁤 representative.] (10) City manager means the city manager of the
City, or the city manager's authorized assistants. i11l[f9+] COD ([denoting] chemical oxygen demand) means [45] the measure of the oxygen consuming capacity, expressed in mg/L. The term
􀁛􀁾􀁝 is expressed as the amount of oxygen consumed from a chemical oxidant in a specific test. The term 􀁛􀁾􀁝 does not differentiate between stable and unstable organic matter and
􀁛􀁾􀁝 does not necessarily correlate with biochemical oxygen demand. 􀁾􀁛􀁦􀀦􀁴􀁝 Composite samples means samples collected [composited] during a period of time exceeding fifteen (15)
minutes and combined into one sample. (13) Control Authority means that term as defined in 40 Code of Federal RegUlations, Part 403.12 to designate the Director of Dallas Water utilities
along with the City's Director for decisions affecting the City's wastewater going to Dallas' treatment plants. (14) Customer means a person who: CAl is the customer of record; CB) has
made application for a service, and the service has been.provided or made available by the department at -3-
the location specified in the application pending final approval of the application; or eCl actuallv uses, receives, or benefits from a service, 􀁾􀁶􀁥􀁮 though no account for service
may exist or no application for service may have been made in that person's name. (15) Customer of record means a person who has an account in that oerson's name with the department
for a service, based upon an application made with and approved by the Director. (16) Department means the Public Works Department of the city. (17) Dallas means the city of Dallas,
Texas. l..l.ll[-f-l-9t] Director means the Director of the ['ili"ater utilities] department [of the city] or [h±s] the Director's authorized assistants and 􀁲􀁥􀁰􀁲􀁥􀁳􀁥􀁮􀁴􀁡􀁴􀁩􀁶􀁥􀁾􀀮
􀁾􀁛􀁾􀁝 Floatable grease means grease, oil or fat in a physical state such that it will separate or stratify by gravity in wastewater. (20) Environmental health officer means the environmental
health officer of the city appointed by the city manager or the city manager's authorized representative. 􀁑􀁬􀁬􀁛􀁾􀁝 Garbage means animal and vegetable wastes and residue from the
preparation, cooking, and dispensing of food and from the handling, storage, and sale of food products and produce. (22) Governmental entity means the united states, the state of Texas,
any county, any municipal corporation, town, or village other than the city, any schooL college or hospital district, any district or authority created and existing under Article XVI,
Section 59 or Article III, Section 52 of the Texas Constitution, any other entity considered a political subdivision of the State of Texas under State law, and any lawfUlly created and
existing agencies of these governmental entities . .!.Zll [􀁾] Grab sampl e means'.f!. sample [s] taken during a period of fifteen (15) minutes or less. Qll[+±-4+] Grease means fatty
acids, soaps, fats, waxes, petroleum products, oil, and any material that ['ilffiieh] is extractable by hexane or freon solvent from an acidified sample and that ['ilw'hieh] is not volatilized
during evaporation of the solvent. 􀁾􀁛􀁾􀁝 Industrial surcharge means the additional charge made to a person or industry [on those persons] who -4-
discharge.§. into the wastewater system [sanitary smrer,] industrial waste[s] that is ['i.-hich are] amenable to treatment by the [city's] wastewater system [treatment process] but that
[uhich] exceed.§. the [normal] strength of normal wastewater. 􀁾􀁛􀀫􀂱􀀶􀁴􀁝 Industrial user means an industry that discharges wastewater into the [city's or toun's sanitary smrers or]
wastewater system [treatment plants]. 􀁬􀀲􀀲􀁬􀁛􀁾􀁝 Industrial waste means 􀁛􀁾􀁝 wastewater or other water-borne solids, liquids, or gaseous substances resulting from an industrial,
manufacturing, or food processing operation, or from the development of a natural resource, or any mixture of these with water or normal domestic sewage. 􀁾􀁛􀀫􀂱􀀦􀁴􀁝 Industry means
a person or establishment that is recognized and identified in the Standard Industrial Classification Manual, 1987 􀁛􀁾􀁝􀀬 Executive Office of the President: Office of Management and
Budget. 􀁾􀁛􀁾􀁝 Interference means the term as defined in Chapter 40, Code of Federal Regulations, Regulations, Part 403.3(i), as amended [inhibition or disruption of the city's or
tmm's 'imsteuater smrer system, treatment processes, or operations 'i.Thich contributes to a violation of any requirements of Dallas' federal effluent discharge permit] . (30) Mayor
means the mayor of the City. (31) MGD means million gallons per day. 􀁬􀁬􀀮􀁬􀁬􀀮􀁛􀁾􀁝 MGL (Milligrams per literl (mg/±!d) is a weight per volume concentration; the milligram-per-liter
value multiplied by the factor 8.34 is equivalent to pounds of constituent per million gallons of water. 􀁾􀁛􀁾􀁝 National categorical pretreatment standards means the national pretreatment
standards imposed upon ten+ existing or new industrial users in specific industrial SUbcategories, specifying 􀁛􀀧􀁩􀀮􀁾􀁩􀁣􀁨 specify] the quantities or concentration.§. of pollutants
or pollutant properties that ['iihich] may be discharged or introduced into [t-e] a wastewater treatment plant. 􀁄􀀮􀀮􀀴􀀮􀁬􀁛􀁾􀁝 National pretreatment standards means any ['imstmmter
quality discharge] pretreatment regUlations containing pollutant discharge limits [standards] that have been established or will be established for industrial users [categories] by the
United states Environmental Protection Agency. -5-
􀁾􀁛􀁾􀁝 Normal domestic wastewater means wastewater ["later borne 'lastes] normally discharged [diseharging] from the commodes or sanitary conveniences of dwellings [T] ( including
apartment houses and hotels), office buildings, factories and institutions, free from storm or ground [surface] water and industrial waste[st. 􀁟􀁏􀁟􀂧􀀮􀀮􀁬􀁊􀁾􀁝 Normal wastewater
[domestie seJ.,.erageJ means wastewater of the city ["normal" sew:erage for Dallas] for which the average concentration of suspended solids and five-day BOD is established at and does
not exceed 􀁛􀁾 hundred fifty] [+]250[t] 􀁭􀁧􀀯􀁾􀁛􀁾􀁝 [each on the basis of the normal daily contribution of 21/100ths pounds per capita] . (37) Obstruct means to: CAl make passage
impossible or unreasonably inconvenient 9r hazardous; or (Bl interfere or cause interference with a specific activity in order to prevent the activity from starting. continuing or concluding.
􀁾􀁛􀁾􀁝 Pass through means the discharge of pollutants through the 􀁾􀁛􀁥􀁝 ity's or Dallas' [tmm's] wastewater [sC'ilmr] system, treatment processes, or operations into navigable waters
in quantities or concentrations that alone or in conjunction with a discharge or discharges from other sources. is a cause in whole or in part of a violation of any requirement of Dallas'
federal or state effluent discharge permits including an increase in the magnitude or duration of a violation [,{hich are a cause of or significantly contribute to a violation of any
requirement of the city's federal effluent discharge permit] . 􀁾􀁛􀁾􀁝 Permittee means a person granted a permit under this division. 1.1Q1J-f2-=7+] Person means an individual, private
or pUblic corporation. partnership. association. governmental entity, firm, industry [firm, company, industry, municipal or private corporation, association, governmental agency,] or
other entity. iill[+r&t] pH means the [reciprocal of the] logarithm (base 10) of the reciprocal of the hydrogen ion concentration of a solution. (42) Premises or property means real
property and and includes improvements. 􀁬􀀮􀁩􀀲􀁌􀁛􀁾􀁝 Pretreatment standards means concentration discharge limitation -6-pollutant requirements
stipulated in this chapter and federal pretreatment standards promulgated by the united states Environmental Protection Agency. 􀁬􀀮􀀡􀁩􀁬􀀮􀁛􀁾􀁝 Properly shredded garbage means garbage
[:the '1w'astes from the preparation, cooking, and dispensing of 􀁾􀁝 that has [have] been shredded to such an extent that all particles will be carried freely under the flow conditions
normally prevailing in wastewater mains [sanitary smmrs], with no particle [5] greater than g one-half (1/2) inch cross-sectional [in any] dimension. [ (3:2) Rigid base paT-.remefit
means any concrete pavement of Portland cement or asphaltic concrete base pavement, concrete driveuay, '1w'al](, curb or gutter.] [(33) Safiitary Seiler means a public smJer uhich conveys
domestic '1w'astmw'ater or industrial '1w'astes, or a combination of both, and into '1ilhich storm surface, and ground water or unpolluted wastes are not intentionally admitted. ] (45)
Service means all wastewater-related service provided for the use and benefit of persons inside the City through the operations and facilities of the department, jncluding but not limited
to: lAl wastewater collection; 􀁾 issuance and use of permits; iQl collections of rates or fees for service; and iQl other department activities for the benefit of the general public
authorized under this chapter. (46) Service line means the pipe or conduit that extends from the wastewater main and that connects with the building lateral to provide a wastewater service
connection. 􀁩􀁩􀀱􀁬􀁛􀁾􀁝 Significant industrial user means any industrial user that: lAl discharges an average of 25,000 or more gallons of wastewater per day into the wastewater system,
excluding normal domestic wastewater, noncontact cooling water, and boiler blowdown water; or [a. Any industrial user that discharges fifty thousand (50,000) gallons or more of '1w'astmmter
into the sanitary smJer system per day, not including cooling water used in air conditioning; or] 􀁾􀁛􀁢􀁯􀁝 is defined as SUbject to national categorical pretreatment standards [[Any
other industrial user defined -7-
as a categorical user] by the United states Environmental Protection Agency; or l..Ql contributes a stream of wastewater that makes up five percent or more of the average dry weather
hydraulic or organic capacity of the city's wastewater treatment plant; or .Dll.[e-.-] is [Any other industrial user] deemed by the Director to be a significant nondomestic discharge
source that alone or combined with other sources may cause pass through, interference, or sludge contamination in the [city's or tmm' s] wastewater system [treatment \/or]cs and facilities].
i!al[f35t] standard methods means the laboratory procedures or techniques for the testing, sampling, or analysis of pollutants: lAl established and aooroved bv the United states Environmental
Protection Agency; or 􀁾 approved by the Director and Control Authority with the concurrence of the United states Environmental Protection Agency, where the United states Environmental
Protection Agency has not established procedures or techniques for testing, sampling or analyzing a pollutant in question or determines that approved procedures or techniques are inappropriate
for the pollutant in question. [set forth in the latest edition, at the time of analysis, of Standard pqethods for the Examination of Water and WastC'iliater, as prepared, approved and
pUblished jointly by the American Water Wor]cs Association and the Water Pollution Control Federation.] (49) Standard size wastewater main means a wastewater main not less than eight
inches in diameter. 􀁾􀁛􀁦􀀳􀀭􀀶􀁴􀁝 storm sewer [or atoflfl araiIi] means a conduit, drainage ditch, stream, or other water course that may directly or indirectly carry storm or ground
water to the Trinity River [directly or indirectly]. 􀁾􀁛􀁴􀀳􀀭􀀽􀀷􀀭􀁲􀁊 Suspended solids means solids that either float on the surface of, or are suspended [in suspension] in, water,
wastewater, or other liquids and that [\ilhich], in accordance with standard methods, are removable by a standard, specific laboratory filtration device. [f3-8+ 'P0i\T1i means the the
Tmm of Addison, Texas.] -8-
[ (39) 􀁐􀁏􀁊􀁾􀁒 eRvir-oRmeRtal health offieer-means the environmental health officer of the tmifi appointed by the tmo'fi manager, or his authorifled representative.] (52) Upset means
an exceptional incident in which there is unintentional and temporary noncompliance with national categorical pretreatment standards because of factors beyond the reasonable control
of the industrial user. The term does not include noncompliance caused by operational error, improperly designed pretreatment facilities, inadequate pretreatment facilities, lack of
preventive maintenance, or careless or improper operation. L2ll[f4Gt] Waste management operator means a person engaged ln the private business of receiving, storing, treating, or disposing
of industrial waste. 􀁾􀁛􀁾􀁝 Wastewater means water-carried waste. (55) Wastewater main means a conduit or pipe of the wastewater system that conveys domestic wastewater or industrial
wastes, or a combination of both, and into which storm surface water, ground water or unpolluted wastes are not intentionally admitted. The term includes access structures , valves and
other appurtenances that are incidental to use of the wastewater main. 􀁾􀁛􀁾􀁝 Wastewater system [faeilities] means all mains, pumps, interceptors, lift stations, connections, meters,
appurtenances, and other facilities of the City employed in the collection o.f wastewater [for collecting, pumping, treating, and disposing of se\lage]. 􀁾􀁛􀁦􀀴􀀳􀀫􀁝 Wastewater treatment
plant means the Dallas owned facilities, devices, and structures used for receiving and treating wastewater from the City or Dallas' wastewater system [facilities]. Sec. 18-165.2 Control
of and access to systems; interference with access generally. lAl Systems as city property. All Darts of the water and wastewater systems, including but not limited to those parts defined
in Section 18-165.1 are the property of the City. The Director shall maintain and control each system and keep detailed records concerning all aspects of department operations. 􀁾 Who
has has access. Only a person who is authorized by the Director, the environmental health officer or the Control Authority pursuant to Section 18-165.7 will have accessto wastewater systems for operation, construction, maintenance, repair and other service-related purposes. -9-
lQl Obstruction of authorized persons. A person commits an offense if the person knowingly obstructs a person authorized to enforce the provisions of this division as set forth in section
18-165.4 from: 111 gaining access to a part of the water or wastewater system for ourooses of operation. inspection, construction, maintenance or repair; or ill perfoLming actual operation,
inspection, construction, maintenance or repair of a part of the water or wastewater system. Seo. 18-165.3 water indemnity agreements. lAl Grounds for disposal of wastewater service.
wastewater service to premises inside or outside the City shall be denied if: 111 the premises are sUbject to frequent, severe flooding; ill the wastewater main serving the premises
surcharaes or overflows due to infiltration of ground water from the premises; or .!..1.l the premises are sUbject to being flooded by a surcharge wastewater main due to the elevation
of the premises in relation to the actual or proposed wastewater main . .Dll. Indemni ty agreement; waiver. Notwithstanding Subsection (Al of this Section 18-165.3, the Director may
provide wastewater service where the said conditions exist if the owner agrees in writing to defend the City and Dallas against and hold the City and Dallas harmless from all lawsuits,
claims, damages to property (whether real or personal), injuries to persons, death, costs, fees, including attorney's fees, and/or expenses which arise as a result of the surcharging,
backflow or overflow of the wastewater main serving the premises; and provided further, that the said owner agrees to waive any claim the owner may have for damages or injuries against
the city or Dallas arising from the said surcharging, backflow or overflow of the wastewater main. lQl Effect of agreement. The indemnity agreement and waiver, when executed by the owner,
constitutes a covenant running with the land which shall be binding upon the owner, his heirs, successors and assigns. The said agreement and waiver must be approved as to form by the
City attorney and shall be filed in the deed records of the county in which the premises are located. -10-
Sec. 18-165.4 [18 166]. Enforcement. (A) Authority to enforce. The Director and/or Control Authority and the [.:t:-ewfl:] environmental health officer shall have the power to enforce
the provisions of this division. (B) Administrative search warrants. The municipal court shall have the power to issue to the [.:t:-ewfl:] environmental health officer administrative
search warrants, or other process allowed by law, where necessary to aid in enforcing this division. (C) Penalties. A person who violates any provlslon of this division or any term or
condition of an industrial waste discharge permit granted pursuant to this division shall be fined. upon conviction. not more than Two Thousand Dollars ($2. 000. 00) for each offense.
and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. [is guilty of a separate offense for each day or portion of a day during
which the violation is continued. Each offense is punishable by a fine not to exceed one thousand dollars ($1,000.00) .] (D) Criminal responsibility. A culpable mental state is not required
to prove an offense under this division. A person is criminally responsible for a violation of this division if: (1) the person commits or assists in the commission of a violation. or
causes or permits another person to commit a violation; (2) the person owns or manages the property or facilities determined to be the cause [source] of the illegal discharge under section
18-165.5. 18165.6. 18-165.8. or 18-165.16. (E) civiI actions. This division or the terms and conditions of a discharge permit granted pursuant to this division may be enforced by civil
court action in accordance with [as provided by] state or federal law. Sec. 18-165.5 [18 167] certain wastes prohibited in the wastewater system 􀁛􀁳􀁡􀁂􀁩􀁾􀁡􀁰􀁹 seweps]. (A) certain
discharges prohibi ted. No person shall discharge, or cause or permit to be 􀁤􀁩􀁳􀁣􀁨􀁡􀁲􀁧􀁥􀁤􀁾 into the wastewater system [a sanitary se\ier]: (1) [Afty] inflows or infiltration,
as illustrated by, but not limited to, storm water, ground water, roof fun-off, -11-
subsurface drainage, a downspout, a yard drain, a yard fountain or pond, or lawn spray; (2) wastewater or industrial waste generated or produced outside the City 􀁛􀁾􀁝 unless approval
in writing from the Director and Control Authority has been given the person discharging the waste; (3) a liquid or vapor having a temperature higher than [eRe hundred fifty] [f] 150
[t] degrees Fahrenheit ([sixty five] [f]65[t] degrees Centigrade); (4) gasoline, kerosene, 􀁛􀁢􀁥􀁮􀁾􀁥􀁮􀁥􀀬􀁝 naphtha, fuel 􀁯􀁩􀁬􀁾 [er] vapors, or materials[T] capable of forming
a flammable or explosive mixture, or industrial waste with a closed cup flashpoint of less than 140 degrees fahrenheit (60 degrees Centigrade); (5) used motor oil; iQl[fSt] Solid or
liquid substances in quantities capable of causing obstruction to the flow in wastewater mains [sC\w'Crs] or other interference with the proper operation of the wastewater system [facilities]
as illustrated by, but not limited to, ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, whole blood, paunch manure, hair and fleshing, entrails,
lime slurry, lime residues, slops, chemical residues, and paint residues or bulk solids, except when such items as lime slurry or lime residues are used in the treatment of combined
storm and wastewater during storm runoff; l1l[fGt] A gas or substance capable of forming a gas, vapor or fume that [\fhich] either by itself [singly] or by interaction with other waste
may cause obj ectionable odor, hazard to life, acute employee health or safety problems, or other conditions deleterious to structures or Dallas' [the city's] wastewater treatment processes;
􀁾􀁛􀁦􀁦􀁴􀁝 Garbage that is [has] not [been] properly shredded as defined in Section 18-165.1(48); i2l[f&t] Except where the Director and the Control Authority have determined that
different limits under an industrial waste discharge permit are appropriate, wastewater exceeding [one hundred] [f]100[t] mgjL of oils, fats and grease of the following types: (a) floatable
floatable grease of any origin; (b) free or emulsified grease of petroleum or mineral origin, or both, inclUding, but not limited to: -12-
1. cooling or quenching oil; 2. lUbricating [lubrication] oil; 3. non-biodegradable cutting oil; and 4. non-saponifiable oil; l1Ql[f9t] a substance having a pH value lower than 5.5 or
higher than 10.5; 􀁩􀁬􀁬􀁬􀁛􀁾􀁝 metals in the form of compounds or elements in solution or suspension in concentrations exceeding the following: Arsenic (As) 0.5 [e-.-±-G-] mg/L [ ..................
................. . ] Cadmium (Cd) 1.0. mg/L Chromium (Total) .......................•...•••• 5.0 mg/L Copper (eu) 4. 0 􀁛􀁾􀁝 mg/L Lead (Ph) ......................•.......•.. 1. 6 􀁛􀁾􀁝
mg/L [Planganese (Un) 1.0 mg/l] Mercury (Hg) . . . . . . . . . . . . . . . . . . . . .............•• 0 . 01 mg/L Nickel 9.0 􀁛􀁾􀁝 mg/L Selenium (Se) ..........................•.. 0.2
[-0-.-e-5] mg/L Silver (Ag) 􀁾 4.0 mg/L Zinc (Zn) 5.0 mg/L [ (11) Hea"v7 metals and toxic materials in concentrations prohibited by state and federal regulations including, but not limited
to: Antimony Beryllium Bismuth Boron Cobalt Holybdenum Uranylion Rhenium strontium 'l'ellurium Fungicides Herbicides Pesticides Unless the permit obtained specifies conditions of pretreatment,
concentrations, and volumes;] (12) cyanides or cyanogen compounds capable of liberating hydrocyanic gas on acidification in excess of 1.6 [twa 􀁾􀁝 mg/L as cyanide [eN]; [(13) Chlorides
greater than five hundred (500) mg/l;] illl[-f-3=4+] radioactive materials in a manner which will permit a transient concentration higher than [ene hundred] [f]100[t] microcuries per
liter; -13-
􀁩􀀡􀂱􀁬􀁛􀁾􀁝 Sulfides greater than 􀁛􀁾􀁝 [t]10.0[t] mg/L; [(16) Sulfates in eoneentrations whieh are not amenable to treatment;] [ (17) Emulsified grease of animal or vegetable orJ:gJ:n
in eoneentrations 'V..hieh are not amenable to treatment;] l.l.2.l[ -f-1'8+] unusual taste or odor producing substances, unless pretreated to a concentration acceptable to the Director,
so that the material does not: (a) cause damage to collection facilities; (b) impair the [eity's] treatment processes; (c) incur treatment costs exceeding those of normal wastewater
[sC'Viage]; (d) render the water unfit for stream disposal or industrial use; or igl create a public nuisance; 􀁌􀁬􀁑􀁬􀁛􀁾􀁝 BOD or suspended solids in excess of 10,000 􀁛􀁾 hundred
fifty (250)] mg/L; 􀁬􀁬􀀲􀁬􀁛􀁾􀁝 a discharge of water, normal domestic wastewater, or industrial waste that ['V{hieh] in quantity of flow [T] 􀁥􀁸􀁣􀁥􀁥􀁤􀁳􀁾 for g [any period of]
duration of longer than [fifteen] [t]15[t] minutes, more than four (4) times the average [t'V..enty four] [t]24[t] hour flow during normal operation; [(21) Total dissolved solids in
eoneentrations uhieh are not amenable to treatment;] [(22) COD in eoneentrations 'V..hieh are not amenable to treatment;] J..JJU. 􀁛􀁾􀁝 Organic chemical substances in concentrations
exceeding the following: Benzene .............................•........••. 1.0 mg/L Phenol 149.0 􀁛􀁾􀁝 mg/L Toluene 3.0 􀁛􀁾􀁝 mg/L Isopropyl AlcohoL 26,250.0 [-l-e-.-{;}] mg/L Acetone
21,000.0 [-l-e-.-{;}] mg/L Methylene Chloride 21.0 􀁛􀁾􀁝 mg/L Ethyl Benzene 1.6 􀁛􀁾􀁝 mg/L Methyl Alcohol. 20,000.0 [-l-e-.-{;}] mg/L Methyl Ethyl Ketone 249.0 [-l-e-.-{;}] mg/L Xylene
2.0 􀁛􀁾􀁝 mg/L l.1.2.l[f-2-6t] insecticides and herbicides in concentrations that ['V..hieh] are not amenable to treatment; 􀀱􀁬􀁑􀁬􀁛􀁾􀁝 poly-chlorinated biphenyls; -14-
(21) without the approval of the Director and the Control Authority, a substance or pollutant other than industrial waste, normal domestic wastewater, septic tank waste or chemical toilet
waste that is not of a toxic or hazardous nature, regardless of whether or not it is amenable to treatment, including but not limited to bulk or packaged chemical products; (22) except
at discharge points authorized by this division, or by regulations promulgated by the Director and the Control Authority that are not in conflict with this division or other laws, wastewater
or a pollutant that is trucked or hauled; or (23) any other pollutant, substance, or material ['i.1lich is determined by the Director to be] not amenable to treatment, or of a concentration
or quantity sufficient to harm the wastewater system, as determined by the Director and the Control Authority. (B) Defenses to prosecution. It is a defense to prosecution under Subsection
CA) of this section "if a person makes a prohibited discharge as result of a bypass that has been authorized by the Director and the Control Authority in accordance with the provisions
of Chapter 40, Code of Federal Regulations, Part 403.17, as amended. l.Ql[-fbt] Enforcement actions. If a person discharges a substance into the sanitary sewer in violation of this section,
the Director and/or the Control Authority may: (1) terminate water and wastewater 􀁛􀁾􀁝 service 􀁛􀁾 uater or sanitary sm:er] to the premises from which the substance was discharged;
or (2) by administrative order, where applicable, or by other authorized means, require pretreatment or control of the quantities and rates of discharge of wastewater [..mste] to bring
the discharge within the limits established by this section; or ..!...dl bring a criminal or civil enforcement action as authorized in section 18-165.4 . .DllJtet] No waiver of other
enforcement. Action taken by the Director and/or the Control Authority under Subsection l.Ql [18 167(b)] does not prevent the use of other enforcement methods available to the city.
􀁬􀀮􀁾􀀮􀁬􀁊􀀭􀁦􂂬􀁬􀀫􀁝 Applicability of more stringent standards. If national pretreatment standards, categorical or otherwise, more stringent than the discharge limits [those] prescribed
in Subsection CA) of this section [division] are promulgated by the untied states Environmental Protection Agency for certain [categories -15-
􀁾􀁝 industries, the more stringent national pretreatment standards will apply to the affected industrial user. A violation of the more stringent national pretreatment standards shall
also be considered a violation of Subsection lA) of this section. lEl[fet] variances in compliance dates. The Director and the Control Authority may grant a variance [Subject to the
approval of the City of Dallas, the Director may graRt variaRces] in compliance dates to an industry [iRdustries] when, in the Director's and Control Authority's [h±s] opinion, such
action is necessary to achieve pretreatment or corrective measures. In no case shall the Director or the Control Authority grant g variance [5] in [.fer] compl iance dates to an industry
[iRdustries] affected by national categorical pretreatment standards beyond the compliance dates established by the United states Environmental Protection Agency. 1Ql[tft] Authority
to regulate. The Director and the Control Authority may establish regulations, not in conflict with this division or other laws, to control the disposal and discharge of industrial waste
into the [city's] wastewater system [facilities] and to insure compliance with the City's pretreatment enforcement program with all applicable pretreatment regUlations promulgated by
the united states Environmental Protection Agency. The regUlations established shall, where applicable, be made a part of any discharge permit issued to an industrial user by the Director
under Section 18-165.8. Sec. 18-165.6 waste disposal through vehicles, grease traps or other means. lAl Illegal waste disposal. A person commits an offense if: 1.ll from a vehicle, portable
tank or other container used for transporting water, normal domestic wastewater or industrial waste, the person discharges or causes the discharge of water, normal domestic wastewater
or industrial waste into the wastewater system or a private sewer facility directly or indirectly connected to the wastewater system; ill by any means, the person discharges or causes
the discharge of water, normal domestic wastewater or industrial waste into a part of the wastewater system generally used for maintenance or monitoring, including but not limited to
manholes, cleanouts or sampling chambers; -16-
idl by means of a mechanical device or extraneous water. the person forces normal domestic wastewater or industrial waste collected in a grease trap. sandtrap or other waste collection
device into the wastewater system or a private sewer facility directly or indirectly connected to the wastewater system . .DD-Defense. It is a defense to prosecution under Subsection
fA) of this section if the discharge of water. normal domestic wastewater or industrial waste into the wastewater system. or into a private sewer facility directly or indirectly connected
to the wastewater system. is from a motor vehicle: ill that is specially designed and adapted to treat water. normal domestic wastewater or industrial waste to concentrations meeting
the requirements of this division prior to discharge into the wastewater system; and l2l the operator of which has written permission from the Director and the Control Authority to operate
the vehicle within the City. Sec. 18-165.7 [18 168]. Right of entry [of city employees]. The Director, the 􀁛􀁾􀁝 environmental health officer, and other duly authorized employees of
the City 􀁛􀁾􀁝 acting as their duly authorized agents. and the Control Authority. each bearing proper credentials and identification, shall be permitted to gain access to such properties
as may be necessary for the purpose of inspection, observation, measurement, sampling and testing in accordance with the provisions of this division. Sec. 18-165.8 [18 169]. Permit required
for industrial waste; exemptions. discharge of application; (A) Permit required. A significant industrial user commits an offense if the significant industrial user discharges or allows
the discharge of [shall not discharge, or allO'ii to be discharged,] industrial waste into the wastewater system [sanitary sm:er] without obtaining and maintaining a valid permit from
the Director. (B) Permi t procedures. Application for a permit must be made to the Director upon a form provided for the purpose and must be accompanied by plans and specifications for
pretreatment facilities if pretreatment is required. The Director and the Control Authority may establish further -17-
The Director shall issue a regulations and procedures not in conflict with this division or other laws, regarding the granting and enforcement of permits, including but not limited to
administrative orders issued for the purpose of bringing a violator back into compliance with a permit. (C) Terms and conditions of permit. The Director shall prescribe such terms and
conditions of the permit as are reguired and authorized by the united states Environmental Protection Agency and as necessary to ensure full compliance with this division and all national
pretreatment standards and regulations. In addition, the permit must incorporate all applicable national pretreatment standards and all other pretreatment regulations promulgated by
the United states Environmental Protection Agency applicable to significant industrial users. The term of a permit shall never be longer than five years. A person commits an offense
if the person discharges, or allows the discharge of, industrial waste into the wastewater system in violation of any term or condition of a permit issued under this section. The Director
and Control Authority may enforce the terms and conditions of the permit as authorized under this division. iQl[+et] Issuance of permits. permit if: (1) The Director determines that
pretreatment facilities are adequate for efficient treatment of discharged waste, and comply with the waste concentration level requirements of section 18165.5 [18 167] or with national
pretreatment standards, whichever is applicable; [ar] (2) the applicant has submitted: (a) an expected compliance date; (b) an installation schedule pretreatment devices; of approved
(c) a self-monitoring program prepared in accordance with all applicable federal pretreatment regulations [standards] promulgated by the united states Environmental Protection Agency;
or (3) the applicant is not discharging wastewater ['Vmste] in violation of section 18-165.5. [18 167 other than excessive BOD or suspended solids.] 􀁾􀁛􀁦􀀶􀁴􀁝 Nontransferability.
Permits granted under this section are not transferable or assignable. -18-
(F) Defense to enforcement actions. It is a defense to prosection or to civil court action brought under this division for a violation of pretreatment standards that the person held
a permit under this section and the person discharged industrial waste in violation of national categorical pretreatment standards as the result of: 111 an upset, except that the burden
of proof for the defense is not met until relevant, admissible evidence establishes the conditions necessary for a demonstration of upset pursuant to Chapter 40, Code of Federal Regulations,
Part 403.16(c), as amended; or l2l a bypass authorized by the Director in accordance with Chapter 40, Code of Federal Regulations, Part 403.17(c), as amended. Sec. 18-165.9 [18 170].
Denial or suspension of permiti amending permits. (A) Grounds for denial and suspension. The Director may deny a permit if the Director determines that an applicant is not qualified
under section 18-165.8(0) [18 169(c)] and may suspend a permit if the Director determines that a permittee: (1) is not qualified under section 18-165.8 (D) 􀁛􀁾 169(c)]; (2) has violated
a provlslon of this division, the permit, or any administrative order; (3) has failed to pay a fee required by this chapter; (4) has failed to comply with applicable federal pretreatment
standards and requirements; or (5) has failed to comply with the compliance schedule submitted pursuant to [required under section] Section 18-165.8 (D) (2) [18 169 (c)]. (B) Reinstatement.
After suspension under this section, a permittee may file a request for reinstatement of the permit. The Director shall reinstate the permit if the Director determines that: 111 the
permittee is again qualified under section 18165.8; l2l all violations of this division and applicable federal pretreatment standards and requirements have been corrected; -19-
ldl precautions have been taken to prevent future violations; and 􀁾 all fees required by this division have been paid. [When the director determines that the permittee is again qualified,
all violations have been corrected, precautions have been ta]cen to prevent future violations, and all required fees have been paid, the director shall reinstate the permit.] (C) Discharge
without a permit. A permittee whose permit is suspended shall not discharge industrial waste into the wastewater system [sanitary smmr]. (D) Amending a permit. The Director may amend
a permit with additional requirements to assure compliance with applicable laws and regulations. [See. 18 171. IBspeetieB, surveillaBee aBd meBiteriBg. The director shall conduct inspection,
surveillance and monitoring procedures to determine \Jhether an industrial use is in compliance \Jith applicable pretreatment standards and requirements. The inspection, surveillance
and monitoring must be independent of information received from the self monitoring reports program.] Sec. 18-165.10. Pretreatment. 1& Grease traps required. The owner of premises from
which industrial waste is discharged shall provide grease and sand traps for the proper handling of liquid wastes containing grease, floatable substances, or sand. The traps must be
of a type and capacity approved by the Director to adequately handle the waste and must be located so that they are easily accessible for Cleaning, inspection, and monitoring. A grease
trap or sand trap must be cleaned in such a manner that the volume of grease trap or sand trap waste removed equals the nominal volume capacity of the trap each time it is cleaned .
.Dll. Generators of waste. A person who is an industrial waste generator who transports or permits transport of industrial waste off his premises for disposal shall dispose or direct
disposal to be made, of the waste at a permitted facility conforming to the requirements of state, federal and local laws and regUlations. Manifest system. A person who is a aenerator
of trap or sand trap waste shall comply with the manifest program for documentation of disposal. of each manifest shall be retained at the business -20-grease City's A copy office
of the generator for a period of three years. in a place and in a manner that a city inspector can inspect the manifest record at any reasonable time. l..Ql Requirements for transporters.
A person who is a transporter of grease trap or sand trap waste shall comply with the city's manifest program and with all applicable state. federal and local laws and regulations .
.on. Operation and maintenance of pretreatment facili ties. When pretreatment of industrial waste is required by the Director as a condition for acceptance of the waste into the wastewater
system. the owner of the premises from which the waste is discharged must operate and maintain treatment facilities in a manner capable of complying with applicable discharge standards.
lfi Extraneous water prohibited. The owner. operator or permittee of premises from which industrial waste is discharged must not allow the use of extraneous water intermixed for the
purpose of diluting the concentration of the waste. Sec. 18-165.11. Industrial waste Concentrations; sampling Fees lAl Excessive BOD/55 concentrations. A person discharging into the
wastewater system industrial waste that exhibits none of the characteristics of wastewater prohibited in Section 18-165.5(A) but that has a concentration for a duration of 15 minutes
that is greater than four times that of normal wastewater as measured by suspended solids. BOD. or both or a concentration during a 24-hour period average of suspended solids. BOD. or
both in excess of normal wastewater. shall pretreat the industrial waste to meet the concentrations of normal wastewater; except. that the industrial waste may be accepted in the wastewater
system for treatment by the City if all the following requirements are met: ill The industrial waste will not cause damage to the wastewater system. ill The industrial waste will not
impair the city's treatment process. ill The BOD or suspended solids concentration of industrial waste discharged does not cause the average BOD or suspended solids of wastewater received
at the wastewater treatment plan to increase above 275 mg/L. -21-
1Al In no event does the BOD or suspended solids concentration of industrial waste discharged exceed 10,000 mglL at the source. ill Sampling fees in general. A oerson determined to be
discharging industrial waste in violation of the Section 18-165.5 applicable standards of the United States Environmental Protection Agency, other than BOD or suspended solids concentrations
greater than 250 mglL but less than 10,000 mglL, must compensate the city for the cost of sampling and laboratory service expense required for monitoring the discharges until such time
as the discharged waste is in compliance with Section 18-165.5. The Director shall determine the number of samples and the frequency of sampling necessary to maintain surveillance of
the discharges. lQl Sampling fees for industrial surcharge. A person discharging concentrations of BOD or suspended solids in excess of 250 mglL shall compensate the city for the cost
of sample collections and laboratory service necessary when an industrial surcharge rate is established each year. This subsection does not apply to a waste management operator. Sec.
18-165.12. Inspection Chambers. l.tJ-Chambers required. A person who discharges industrial waste into the wastewater system must provide, at his own expense, an inspection manhole or
chamber in an accessible location on the premises from which the waste is discharged. ill Special requirements. An inspection manhole or chamber must be: l.!l near the outlet of each
building lateral, sewer, drain, pipe, or channel which connects with the wastewater system; ill designed and constructed to orevent infiltration by ground and surface water; and ill
maintained so that a person may easily and safely measure the volume and obtain samples of the flow. lQl Construction plans required. Before beginning construction of an inspection manhole
or chamber, a person must submit plans to the Director for review and approval to insure compliance with this section. Plans must include the wastewater metering device if one is to
be installed. -22
-Sec. 18-165.13. Measurement of waste Volume. lAl Metering devices. If a person who discharges industrial waste into the wastewater system installs and maintains in proper working condition
a wastewater metering device of a type approved by the Director, the actual wastewater flow from the premises shall be the basis for computing charges for services. 􀁾 Measurements without
a meter. On premises where water is obtained exclusively from the water system and no wastewater metering device is installed, the Director shall compute the wastewater flow, for purposes
of determining service charges, based on the water consumption during the previous months. lQl Wastewater from private sources. On Dremises where all or part of the water is obtained
from a source other than the water system and no wastewater metering device is installed, the owner shall provide and maintain a metering device, of a type approved by the Director,
to measure sources of private water. lQl Estimated Usage. If an activity on premises consumes water by evaporation, includes water in a product or discharges water into a storm sewer,
the owner may make application to the Director for reduction in the volume of wastewater estimated to be discharged from the premises. The application must contain supporting data, including
but not limited to a flow diagram showing the route and destination of the water supply and wastewater. Sec. 18-165.14. Sampling of waste. lAl When samples taken. The Director shall
take samples of industrial waste discharges from an establishment as often as he determines is necessary to adequately monitor and control the discharges. If an owner desires additional
samples, the Director may requirethe owner to pay the cost of the additional service. 􀁾 How samples taken. A sample may be taken manually or by use of mechanical equipment. The method of sample collection will be determined
by the Director. The Director shall use standard methods for determining concentrations of industrial waste. lQl Inspection for compliance. The Director shall conduct inspection, surveillance
and monitoring procedures to determine whether an industrial user is in compliance with applicable pretreatment standards and requirements. The inspection, surveillance and monitoring
must be independent of information received from the selfmonitoring reports program. -23-
.illi. Self-moni toring program. The Director may, to the extent permitted by the united states Environmental Protection Agency, delegate self-monitoring and reporting responsibilities
to specific industrial waste discharge permittees, based upon the compliance history of a permittee and the volume and character of the waste discharge. Sec. 18-165.15. Waste Management
Operators. lAl. General requirements. A person who is a waste management operator and discharges industrial waste into the wastewater system must: l1l discharge only at points in the
wastewater system designated by the Director; .ill install and maintain an accurate wastewater metering device, or provide for accurate flow estimates in a manner as reguired by the
Director; ldl Compensate the City for the full cost of all sample collection and laboratory analyses for the purpose of monitoring and maintaining control of the discharge of industrial
waste into the wastewater system, or implement a self-monitoring and reporting program approved by the Director; 1ll maintain accurate records, available to the Director upon reguest,
showing: 19l the volume of industrial waste discharged; lQl. the dates of receipt and disposal of industrial waste; l£l the type of waste discharged; and lQl the names and addresses
of nroducers and haulers of all waste being processed; and 􀁾 comply with all applicable federal, state and local laws and regulations. Sec. 18-165.16. Deposit or Discharae of certain
Material into Wastewater System or Storm Sewer lAl. Illegal discharges. A person commits an offense if the person: l1l deposits garbage, dead animals, trash, articles or other substances
tending to obstruct the flow of wastewater into a storm sewer or storm drain; or -24-
􀁾 discharges industrial waste into a storm sewer or storm drain; ill discharqes normal domestic wastewater into a storm sewer or storm drain; or i1l discharges storm water collected
from a storm sewer or storm drain into the wastewater system. 􀁾 Gutter connections. A oerson commits an offense if the person connects a private gutter, rainwater conductor, privy or
cistern to a part of the wastewater system. section 2. Additions, deletions. In the amendment to the Code of Ordinances made by section 1 of this Ordinance, an addition to the Code is
indicated by underlining and a deletion is indicated by a strilce through. section 3. Severability. If any part or provision of this Ordinance or application thereof to any person or
circumstance is held invalid or unconstitutional by a Court of competent jurisdiction, such holding shall not affect the validity of the remaining portions of this Ordinance, and the
City Council hereby declares it would have passed such remaining portions of this Ordinance despite such invalidity, which remaining portions shall remain in full force and effect. section
4. Savings. This Ordinance shall be cumulative of all other ordinances of the City affecting the discharge of pollutants and shall not repeal any of the provisions of those ordinances
except in those instances where provisions of those ordinances are in direct conflict with the provisions of this Ordinance; provided, however, that any complaint, action, cause of action
or claim which prior to the effective date of this Ordinance has been initiated or has arisen under or pursuant to Chapter 18, Division 6 of the Code of Ordinances, shall continue to
be governed by the provisions of the said Chapter and Division as if the said Division had not been amended hereby, and for that purpose the provisions of Chapter 28, Division 6 prior
to the adoption of this Ordinance shall be deemed to remain and continue in full force and effect. section 5. Penalty. It shall be unlawful for any person to violate any provision of
this Ordinance or or the permit described in the amendment made herein to Chapter 18, and any person violating or failing to comply with any provision of this Ordinance or the said permit
shall be fined, upon conviction, in an amount not to exceed Two Thousand Dollars ($2,000.00), and a separate offense shall be deemed committed upon each day or any part of a day during
or on which a violation occurs or continues. section 6. Effective Date. This Ordinance shall take effect immediately from and after its passage in accordance with the provisions of the
Charter of the Town of Addison. -25-
DULY PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, n this the day of , 1993. Rich Beckert, Mayor TTEST: armen Moran, City secretary SEAL] PPROVED AS TO FORM: en Dippel, City
Attorney -26-
Addison Franchise Sale Proposed Points of Agreement GENERAL 1. Licenses for Dallas mains within Addison's pUblic rights of way I Recommendation: Addison should grant Dallas licenses,
with transfer agreement, for mains which it retains within Addison's pUblic rights of way. Mains include Dallas 84" White Rock North Transmission Main and 54" North High Supply. 2. Licenses
for Addison mains within Dallas' pUblic rights of way Recommendation: Dallas should grant Addison licenses, with transfer agreement, for mains which it acquires within'Dallas' pUblic
rights of way. Mains include water and wastewater mains along the south side of Belt Line Rd. 3. Addison Service Plan Recommendation: Dallas Water utilities should review the proposed
connections, disconnections and extensions to be designed and constructed by Addison. Dallas Water utilities should review and approve final designs. 4. Inspection of Construction Recommendation:
Dallas Water utilities should inspect construction of disconnections (cuts and plugs) performed by Addison's contractor. (It is recommended that the disconnections be performed by Addison
during construction of interconnections that may be required with the acquisition of the facilities.) WATER 1. Transfer of ownership of Addison 24" Transmission Main Recommendation:
Transfer of ownership, in transfer agreement, of Addison 24" Transmission Main from Addison to Dallas from connection to Dallas 54" Main in Winnwood Rd. at Bellbrook Way to Addison's
Celestial Pump station. section of 24" main, including alternate metering station in Celestial Rd., between Addison 1
Celestial Pump station supply and discharge piping would be abandoned (ref. Design Plan Crosstown water Line, sheet 11/20. 2. Fire Hydrant Use at Corporate Line north of Verde Valley
Ln. Recommendation: Confirmation in transfer agreement that Dallas can use fire hydrants, to be transferred to Addison, for fire protection in Dallas. Alternative is for DWU to install
fire protection in Dallas at Addison expense as shown on Design Plan 411Q1960, sheet 2. WASTEWATER 1. Dallas retain ownership of Wastewater Main south of Celestial Rd. Recommendation:
Dallas would retain ownership of the wastewater main in the easement south of Celestial Rd. eliminating a Dallas to Addison Point of Entry north of Hidden Springs Cir. and an Addison
to Dallas Point of Entry at Dallas interceptor south of Celestial Rd. Addison retail connections to the main would be provided reciprocal service from Dallas. (This main is not in public
right of way and a license would not be required.) 2. Addison provide wastewater transportation for Dallas wastewater Recommendation: Addison would agree to provide wastewater transportation
for the two areas of Dallas which flow into the wastewater system in the Franchise Area to be acquired from Dallas. This would eliminate the construction of additional wastewater outfall
lines. 3. All Points of Entry would be unmetered Recommendation: All Dallas to Addison and Addison to Dallas Points of Entry should be unmetered because metering is not recommended due
to the calculated low actual and ultimate flows. Wastewater billing to Addison would be based on water consumption. Credit to Addison for Dallas contribution would be based on water
consumption. Dallas would provide payment to Addison for transportation of the wastewater. This process is being successfully followed with other wholesale customers. 2
ADDISON FRANCHISE AREA Water Disconnection Desian Plans File Plan Sheet Location /Comments Crosstown Water Line Sheet 11/20 (Addison Design) 411 Q 1909A 14 Dallas North Tollway at Corporate
Line 411 Q 1960 2 (duplicate -old design) Dallas North Tollway at Corporate Line 411 Q 1960 47 Intersection of Montfort Dr. & Verde Valley Ln. 685W 540 A 5 Intersection of Belt Une Rd.
& Lake Forest Dr. 685W 540 A 6A Winnwood Rd. S. of Belt Line Rd. 685W 540 A 7A Intersection of Winnwood Rd. & Bellbrook Way 685W 660 B 13 Intersection of Montfort Dr. & Celestial Rd.
685W 750 176 Intersection of Belt Une Rd. & Montfort Dr.
ADDISON FRANCHISE AREA Wastewater Point of Entry Desian Plans File Plan Sheet Location /Comments 411 Q 1960 2 Montfort Drive at Alley N. of Verde Valley Ln. (Corporate Line -Dallas POE)
411 Q 1960 89 Celestial Branch N. of Hidden Springs Cir. (Corporate Line -Dallas POE) 411 Q 1960 A 11 Celestial Branch at Noel Branch S. of Celestial Rd. (Addison POE) 411 Q 1960 A 13
Belt Line Rd. at White Rock Creek (Corporate Une -Addison POE) 685W 540 A 3 Belt Line Rd. at Sakowitz Dr. (Noel Rd.) (Corporate Line -Dallas POE)
ADDISON FRANCHISE AREA Dallas Water Utilities Design Plans for Design & Reference Listed in Numerical Order Conn./Disconn. File Plan Sheet Desian Comments Crosstown Water Une IWater
Disconn. Sheet 11/20 (Addison Design Plan) 411 Q 1260 KY 3 KevMao 411 Q 1260 14 411 Q 1260 15 411 Q 1260 16 411 Q 1909 A 14 Water Disconn. 411 Q 1909 A 15 411 Q 1909 A 19 411 Q 1960
1 411 Q 1960 2 Water Disconn. 411 Q 1960 2 Wastewater POE 411 Q 1960 3 411 Q 1960 4 411 Q 1960 9 411 Q 1960 10 411 Q 1960 14 411 Q 1960 15 Not Available -Records beina searched 411 Q
1960 16 411 Q 1960 34 411 Q 1960 35 411 Q 1960 35A 411 Q 1960 36 411 Q 1960 37 411 Q 1960 38 411 Q 1960 43 411 Q 1960 47 Water Disconn. 411 Q 1960 48 411 Q 1960 57 411 Q 1960 58 411
Q 1960 61 411 Q 1960 61 A 411 Q 1960 62 411 Q 1960 66 411 Q 1960 72 411 Q 1960 76 411 Q 1960 77 411 Q 1960 78 411 Q 1960 81 411 Q 1960 89 Wastewater POE 411 Q 1960 90 411 Q 1960 92 411
Q 1960 93 411 Q 1960 96 411 Q 1960 97 411 Q 1960 107 411 Q 1960 110 411 Q 1960 116 411 Q 1960 117 411 Q 1960 1960 118 411 Q 1960 A 7 411 Q 1960 A 8 411 Q 1960 A 11 Wastewater POE 411
Q 1960 A 13 Wastewater POE 411 Q 1960 A 14 411 Q 1960 A 16 685W 540 A 3 Wastewater POE 685W 540 A 5 Water Disconn. 685W 540 A 6A Water Disconn. 685W 540 A 7A Water Disconn. 685W 540B
1 685W 540B 2 685W 540B 3 685W 540C 1 685W 540C 2 685W 540D 1 685W 540E 1 685W 540F 18 685W 540F 19 685W 540F 20 685W 660B 11 685W 660 B 12 685W 660 B 13 Water Disconn. 685W 750 176
Water Disconn.
CONSTRUCTION REQUIRED FOR THE ADDISON FRANCHISE SEPARATION (WATER DISTRIBUTION) 1. Winnwood Road at Bellbrook Way 685-W 540A Sheet 7A Remove 12" valve and install 12" "blind flange on
54" water main. Cut and plug at the 12"x12" cross (West side of Winnwood) 2. Winnwood Road -370 L.F. S. of Beltline Road Sheet 6A 685W-540A Remove 12" valve and install 12" blind flange
on 54" water main. Cut and plug at the 12 "x12" tee (West side of Winnwood) • 3. Lake Forest Drive @Beltline Road 685W 540A Sheet 5 Remove 8" valve and install 8" blind flange on 54"
water main. Cut and plug at the 8"x8" cross (South side Beltline Road). 4. Monfort Drive @Celestial Road (N.W. side of intersection) 685W-660B Sheet 13 Remove 12" valve at the tap and
install blind flange. Cut and plug 12" water main East. 5. Verde Valley Lane -Monarch Drive @Monfort Drive 411Q 1960 Sheet 47 Cut and plug 12" main N.W. side of Verde Valley Lane Row.
Remove the 8" valve at the tap on line in Monarch Drive and install 8" blind flange. Cut and plug 8" line in Monarch Drive. 6. Sakowitz Drive @Beltline Road 685W-750 Sheet 176 Cut and
plug at the tee N. side of Beltline Road. Cut and plug at the tee S. Side of Beltline Road. 7. Dallas N. Parkway 513 L.F. of Verde Valley Lane 411Q-1960 Sheet 2 Cut and plug 8" C.I.
water N. of F.H. both North and South
CONSTRUCTION REQUIRED FOR THE ADDISON FRANCHISE SEPARATION (WATER DISTRIBUTION) Page 2 8. Celestial Drive at Bellbrook Drive Town of Addison 24" Main Plan. Cut and plug the 12" cross
over line at the 12" tee. Remove the 12" valve and install 12" blind flange on the 24" main. 9. Parkway Place Apartments and Condommiums Three fire hydrants are required for fire protection
coverage in Parkway Place Apartments # 1 and 2. 411Q 1960 Sheet 2 and 9.
WATER CONSTRUCTION COST ESTIMATE ADDISON FRANCHISE SEPARATION May 6, 1993 1. WinDwood Road @Bellbrook Drive Estimated Cost $7,500 Est. Working Days -5 2. Winnwood Road 370 L.F. South
of Beltline Road Estimated Cost $7,500 Est. Working Days -5 3. Lake Forest Drive @Beltline Road Estimated Cost $8,500 Est. Working Days -5 4. Monfort Drive @Celestial Road Estimated
Cost $3,500 Est. Working Days 5 5. Verde Valley Lane -Monarch Drive @Monfort Drive Estimated Cost $8,000 Est. Working Days -5 6. Sakowitz Drive @Beltline Road Estimated Cost $7,500 Est.
Working Days -5 7. Dallas Horth Parkway 513 L.F. Horth of Verde Valley Estimated Cost $3,500 Est. Working Days -5 8. Celestial Road @Bellbrook Drive Estimated Cost $12,900 Est. Working
Days -5 9. Additional Fire Hydrants Estimated Cost $90,000 Est. Working Days -5 Total Cost Summary $148,000 Total Working Days -66
LEAD TIME REQUIRED TO SEPARATE THE ADDISON FRANCHISE FROM THE DALLAS WATER SYSTEM BY CITY OF DALLAS CONTRACT * ** ACTIVITY utility Coordination Design Acquire right-of-way utility check
& review by Pipeline Inspection Final plan corrections Contracts Advertise & Receive Bids Total Award Construction TIME (MONTHS) 1661 1/2 1/2 21 18 Months Variable 3 Months *Design time
will include survey and preparation of legal descriptions for easements for mains and fire hydrants at Parkway Place Apartments. **Right-of-way will be required for water mains and fire
hydrants in the Parkway Place Apartments only.
ACCOW«S IN THf ADDISON FRANCHISE AREA NO. ACCot.tlT. CUSTOHER NAHE SERVICE ADDRESS STATUS PREHISE TYPE HPSCO '" 􀁾􀁔􀁅 CNSHprn HTR TYPE Uif ijl Jlf\􀀢􀀡􀁲􀁾􀁔 .11 10 􀁬􀁩􀁾 􀁓􀁉􀁾􀁾􀁉􀁾j􀁾􀀮
􀁉􀁾 82􀁾􀀱􀀱 􀁾􀀴􀀡 􀁾􀁁􀁴􀀺􀁉􀁾􀁳􀁾􀁉􀀡􀁉􀁾􀁉􀁓􀁏􀁎 􀀱􀀱􀀱􀀱􀀱􀁬􀀱􀀱􀀱􀀧􀁾 􀁾􀁩 􀀸􀀵􀁾􀁉􀁁􀁾􀁡􀁬􀁴􀀸􀁩 􀁦􀁾􀁔􀁏􀀧􀁅􀁾􀁉􀁾􀁾􀁒􀁅􀁁􀁌􀁔􀁙 'N 􀁾 􀁬􀁾 􀁉􀁾􀁮􀁲􀀧 􀁾 􀁾􀁕 h. I􀁾􀁉􀁉 􀁾􀁴􀀮
1 RR BR -􀁉􀁉􀁉􀀢􀁉􀁉􀁾 lita RUf 􀁈􀁾􀁅 DS:; i I 􀁾 􀁊􀁶􀁲􀁾􀀱 2􀁉􀁾􀁬􀀱􀁅􀁓 15 E A V 􀁬􀁾􀁬 􀀡􀁾􀁹 􀁉􀁾 i􀁾 􀁾 l' : tlJ! 􀁾 1151E:' J 611, ,(ySRE' '5' 􀁲􀀺􀁉􀁮􀁬􀂷􀁬􀁾 􀀧􀁉􀁉􀁉􀁉􀁾􀀱􀀱UII
s 􀁫􀁕􀁾􀁾 NO R II A V SAUA AA A V SAU A 􀀺􀁦􀁦􀁬􀁾􀁅 􀁓􀁦􀁒􀁾􀁦􀁴􀁎􀁳􀁦􀁩􀁬􀀬􀁾􀁲􀁳􀁳 􀁉􀁾􀁏􀁁 10i 􀀱􀀳􀀱􀁾 􀁩􀁬􀁩􀁾 􀁾􀀯 i p:. h IS. 'ti: II: 􀁾􀁩 lit I :" z: ft: f ISf 􀁩􀁾􀁾􀂷 􀀭􀁎􀁏􀁺􀁾􀀧􀁬􀁖
CHG 'it 􀁾􀁬􀀩􀀺 s. , I 'Ih. . i It.. ··s. I: ,/' B 􀁾􀁮􀁦 a, 8811UlmllfJl"Ui"" 􀁩􀁬􀁾􀁬􀁴􀀡􀁾􀁳􀁬 􀁾􀁾􀁸􀁬􀁩􀁆􀁾 III I􀁉􀁾 􀁉􀁾 􀁾􀁉 􀁾 I 􀁉􀁬􀁴􀁾 II ...1 III: li![: 4 A:/AC V. ¥1 10!.
'1 4 A./A V 􀁾 •. /A A V Y .•• . K A:/􀁾􀁉 V 􀁁􀁾 Y 􀁾􀁾 􀁾􀁮 I. I·· :l I I -" 􀁴􀁾􀁔 􀁾 IE 􀀢􀀧􀁾 􀁬􀁌􀁾 h,lI. 􀁉􀁾 􀁾􀁾􀀸􀁾 􀁣􀁮􀁾􀁾 Y&! , 􀁾􀀺 !! YO GA, e"o Al nDv 􀁁􀁾􀁬 V SiNGl
fAHIlY RES 􀁾 ul. 􀁾􀁓􀀮 t8
, ACCOUNTS IN THE ADDISON fRANCHISE AREA D. ACCCllMT. CUSTOHER NAME SERVICE ADDRESS STATUS PREHISE TYPE HPSCD Itt RATE CNSHPTN, HTR TYPE 􀀡􀁾􀁬 􀁾 VE I IIFfBt !ill 􀁩􀁾􀁈 i 􀁬􀁬􀁩􀁾􀀱
􀁉􀁒􀁉􀁾􀁾 􀁾􀀮 . AE V 􀁩􀁾􀀱 Y R I 􀁬􀁬􀁩􀁾􀀧 E. 0 ACV AHYR 0 Eo. A V l AH YR Z.. /􀁾 􀁾 Ff l!ll fa lIn i: :.. . 􀁾 􀁾 i[ flU III i' 10 􀁾􀁮 II;': a-I 0 􀁅􀁾􀀮􀀮 I: IS;: o •• · .. •
• 0 10 􀁴􀀸􀁾􀁾 􀁒􀁉􀁾􀁾 􀁾 􀁾􀀡􀁩􀀺 !t : II: ! t : 10 i. . 􀁾 I:· I:.:. : : 􀀺􀁾􀀭 · ., . :·. i::..1,. . 􀁾 v . . /· ., 11 􀁾 nH 􀁉􀁉􀁾 􀁾 􀁾 i q v III􀁾􀁾 f 􀁩􀁅􀁮􀁾 149Z5 HAVENSHIRE
Pl" U'H 1IIIIIIIliif' 􀁉􀁕􀁴􀁾 un (Wilt I!S 􀁾 1 􀁯􀀺􀁾􀁳􀀮􀁾 D"R' , 4 All Ii rl' 􀁾 􀁾􀀭 i it 􀁾􀁆 4 A ;􀁉􀁭􀁾 i: : t 􀁦􀁾􀀧􀀮 􀁾 A 􀁾 􀁾 Ii IIUIUUli 􀁾􀁴􀁦􀁾􀁮􀁾􀁂􀀡􀁉􀀡􀁴􀀮􀀬􀁲􀀧􀁐􀁒􀁔􀁎􀁒
UjU fIIlff§lf 􀁾􀁉􀁾 Ii 􀁮􀁵􀁾􀁮􀁮􀁵 􀁾􀁭􀁊􀁴􀁩􀁾􀁭􀁄 POOD I 􀁉􀁙􀁬􀁬􀁬􀁮􀁾􀁮 Ii􀁾 􀁾􀁾 gfi1lSizlHe fRW 􀀹􀁾􀁩􀁾􀁙􀁾􀁾􀁄 POOD II 􀀱􀁾􀀳􀁾􀁾 􀁾􀁮􀀸􀁈􀁦 Bn 􀁾 ig 􀁯􀁧􀁾 􀀰􀀸􀁾􀀶􀀰􀀶􀀱
􀁊􀁄􀁩􀁾􀁓􀁾􀁒􀁅􀁓􀁾􀁾􀁄 POND II 􀁩􀁾􀁡􀁴􀀸 􀁾􀁊􀁲􀁧􀁒􀁊 BH 􀁾 􀀡􀁦􀁉􀁾􀀡􀁩􀁙􀁅􀁦􀁦􀁾􀁾􀁾􀁾􀀡􀁉􀂷􀂷􀀺􀀻􀀮 II I ii IIi!:O :'S. 1. 􀁾􀁦􀁬􀁬􀁬 􀁾􀁩􀀱􀁾􀀺􀀡􀁦􀁉􀁬􀀡􀀺􀀺􀀭 If:: II .IYl:1
􀁾 􀁉􀀺􀁾 mm 􀁐􀁾􀀧􀁾􀁾 􀁾􀁾􀁳􀀧􀁳 ". &i Jti 􀁾 l:i 􀁾􀁾􀁨􀁥􀁾􀁄 􀂧􀁊􀁾􀁦􀁾􀁅 􀀸􀁵􀁬􀁬􀁾􀁲􀁳􀁎􀁇 1 51 0.0 fl-t«) SRV CltG
ACCOl,tHS IN TIlE ADDISON FRANCIIISE ARt::A CUSTOMER N4ME SERVICE ADDRESS HPSCO IH RATE CNSHPTN KIR TVPE lo51t 162i:·' 􀁾􀁴􀀽􀁾2􀁾􀁒g􀁾 􀁾􀁬􀁉􀁧 tli 24i : S 􀁾􀁊 134 , Lo i,! 􀁾 􀀭􀁈􀁏
SRV Cliti 10 ., ,g 􀁇􀁾 􀀮􀁾 JOt 􀁩􀁲􀁬􀁾 􀁾􀁌 1 􀁽􀁾􀀺 􀁾􀁾􀁾􀀺 i􀁩l􀁾 i 􀁾􀀹􀀺 􀁮􀁾􀁾􀀺􀀺􀁯 10 f9' GS .0 i:1 􀁾􀁦􀁾􀀺 :8 􀁾 : 􀁩􀁾􀁾􀀺􀀺􀀸 􀁾 􀁉􀁉􀁾􀁾 􀁾􀁉􀁾􀁾 :10 􀁾 􀁾􀁩􀀺􀁾 􀁴􀁾􀀺
: '-􀁾􀀶 . 8 R. 􀁾 , , 4 􀀱􀁾􀀴􀀮􀀹 􀁉􀀡􀁾􀁓􀀬 􀀱􀀮􀁾 􀁾 􀀡􀁾􀀡􀀳􀁾􀁚􀁉 􀁾􀁩􀁬􀁾 􀁾􀁾 a Ii, 􀁒􀁾􀁓􀂷􀂷􀀸 104 . G§ . 4 ! f: 􀁾􀁾􀁉􀀺􀀺􀁯 􀁾 Is: 􀁾􀁅􀀺􀀺􀁯 2 􀀱􀁾􀀳􀀺􀁾 uis: :8 4 li3 :
;. i. 􀁾􀁆􀀺􀀺􀀳 􀁾 REt ,Q 1, 􀁒􀁾􀁾􀀮􀀬 􀁾 􀀱􀁏􀁾 1h􀁾 􀁾􀁾􀀮;; 􀁾8 􀁾 􀁾􀁾􀁴 􀁾􀁩􀁴 f:8 4 62 _ RES. 1.0 '-260. RES,.O ;{ 􀀱􀁾􀁴􀁩􀀶 􀁾􀁾􀁅􀁾􀀺 :80 2 􀀱􀁾􀀸􀁾􀀺 􀁾􀁾􀀺􀀺 􀁾 t:4 􀁮􀁾􀁅􀁾􀀺
:8 4 0 ,1 􀁒􀁾􀀮 ,8 4 􀀱􀁢􀁾􀀬 4 􀀧􀀱􀀮􀁾1 RR£sS,. .'1 4 2. f. RE. , it i? t REt . 4 􀀡􀁾􀀸􀀮􀀸 Rf:S. . 􀀱􀁕􀁾 􀁺􀁴􀁾􀀺􀁩􀁬 􀁾􀁩􀁓􀀧 : 4 )172,. 􀁾􀁅l􀁓;S.... 􀁾 1.7 ES., 1 l.b RES. .0
2 1 􀀴􀀬􀁾 􀀢􀁾􀁳􀀮 '& 􀁾 􀁾􀁾􀁴􀁾 􀁾􀁾􀁴 :g 􀁾 􀀱􀁾􀁴􀁧 􀁾􀁾􀁾􀀺 1:8 5 A 􀁾 􀁾 􀁾 : 5 A 5 A 􀁾 􀁾 I f4U 􀁴􀁾􀁉􀁬􀁈 STATUS PREHISE TYPE 􀁁􀁾􀁦􀁦􀁖􀁉 !tRK/82LF 􀁾􀁃 􀁾 􀁁􀁾􀁾􀀧􀁾􀁴􀁾􀁔􀁣C􀁏O􀁕U􀁒R􀁓S�
�E􀁓S AC V ESTAURANT 􀁾􀁾􀁔􀁾􀂥 VE liFI􀁾􀁾􀁉􀁬􀂥 £ 􀀱􀁾􀁾􀁉􀁄􀁾􀁎􀁇 VE 􀁾􀁴 2AH 􀁾􀁙􀁾 􀁮􀁬􀁾 15A 􀁁􀀮􀁾􀁦 V I·C I tl IA A V L MEt 􀁾􀁣􀁦 􀁾 IJ 􀁾􀁡􀁈 H 􀁾􀁉 .􀁾 AC V l. A I LYRE A
AC V ,L FA LY RE A A􀀺C􀁾􀁦􀁬􀁾V FAM L RE A I!F 􀁾 􀀬􀁾􀀱􀀱􀁬􀁾􀁉􀁓 􀁾 AC V 􀁾􀁉􀁎􀁇􀁌 FAHIlV R S A ACT V jNGL FAH L.Y II 5 IA 􀁁􀁾􀁔􀁖 NGL AM LV R S A 􀁁􀁃􀁔􀁩􀁖􀁾 S NGL AH tY RE A
􀀡􀁉􀁉􀁾􀁉 􀁾􀁬􀁉􀁬 I!; 11 'II 1 A) V 􀁴􀁎􀁇􀁾 Aa LY fiJ A Acf V 􀁓􀁬􀁾􀁪t A LY RES A Acr V SI L FA Y RES A 􀁾􀁾􀁦􀁉􀁾 􀁾􀁓􀁬􀁴 􀁾 􀁈􀁾􀁬􀁨 􀁾􀁾􀁾 􀁾 AACC IvV NNGCLL. tA·AMHIHLYV RREESS
AA 􀀺􀁨􀁬􀁾 􀁾􀁬􀁦􀁁􀂣 􀁾􀁁􀁾􀁎􀁴􀀱􀁩􀁅􀁉 : AACCflVV s 􀁾􀁌 􀁁􀁾􀁉􀁬Y RE A I LAIty RE A AC V t A f Y R A ACf V NGL. A Y R A A . V INGl. fAM LY 1 A 􀁾A􀁾· 􀁉􀁾V S􀁾􀁉􀁴N􀁾G􀁴L􀁬 􀁾􀀺AM􀁈􀁬􀁴L􀁾Y
is I1 :A ACT V 􀁓􀁉􀁾􀁌 􀁛􀁁􀁾􀁾􀁌􀁖 R I A AACCfVV IL. I=AAHl1tLYVRII · AA ACTIV 􀁾􀁬 􀁦􀁁􀁍􀁉􀁾􀁹 R A 􀁾AC􀁾􀁽r􀁉􀁾V 􀁽􀁉N􀁾􀁎G􀁇!􀁛. f􀁦A􀀺H􀁾􀁴􀁬L􀁾Y 􀁕R􀁾􀁾 􀁬􀁾􀀺A ACT V sri FAHhv
RfS A A􀁁􀁾I􀁉􀁌V S,L FAH LY RES A slNGL FAaI!.Y liES 1 f AA VV 􀁾􀁾W􀁉􀁎G􀁇L􀁌 FAA 􀁾􀁙VRRE Ell1AE A . V 􀁴􀁾􀁬􀀮 AM Y RE AC V siNG!. 􀁾AHILV RE I AACCT. VV IIIiLt. FfAAMMltVY RREE
AACCl VV L FFAAHH LLYY REE AC V L FAli LYE AC V L FAH I.Y "E AC IVE L FA LY 􀁾 AC1W 􀁾􀁌􀀮􀁬 􀁆􀁾􀁡􀁾􀀺 􀁾 􀁾􀁨􀁾􀀬 􀁾􀁁􀁈􀁦􀁨􀁙 eli Ii 􀀺A􀁧t􀁴􀁊􀁊I􀁾v􀁉􀁾 . 􀁾􀁾􀁊􀁲􀁭,􀁾d􀁅 􀁦􀁾􀁁􀁾􀁾􀁬􀁴􀁾
􀁾􀁾􀁉 LY 􀁾􀁦􀁓 AACC IVV s Nt eLt ! FtAAHR LLVY RREEI A􀁁􀁃C􀁦I􀁩IV􀁖􀁾 -􀁾􀀱IN􀁾G􀁬􀀮L FAMILY RE AC . V SI L FFAAMHIILLYY RREf S AC V 51 L rAH LV RES 􀁬􀁩􀁬􀁩􀁾 􀁾􀁬􀂧􀁩􀁦 􀁾􀁩􀀧 􀀧􀀱􀁩􀁉􀁩􀁾􀀧􀁾􀀻
􀁩􀁉􀁬􀀨􀁬􀁬􀁬􀁩 .lrtlllll.􀀮1􀁉􀁾 􀀴􀀸􀀶􀀹􀀮􀁉􀁁􀁾􀀱 􀁾􀀱i -4Rh RT-liv! 􀁾 If 􀀴􀀸􀁾 􀁾􀁁􀁋􀁓 Rll 􀀬􀁾􀀸􀁧􀁾 r􀀸K􀁩􀁾S􀀱 RT Ifn· 4a9 A!$ Rf' 􀀱􀀴􀀹􀀰􀁾 AR R 􀁾􀁾􀀸􀁴 􀀸􀁾􀁋􀁓 Gt"· 490f
OAKS R 49{ 􀁏􀁁􀁋􀁾 NOR 􀀱􀀲􀁾􀁾 􀀸􀁩􀁾􀁾 􀁕􀀸􀁾􀁦􀁕 􀀧􀁈􀁉􀀸􀁉􀁩􀁾􀁾 􀁭􀁾􀁴􀁾􀀺􀀮􀀧 49 ( 8AKI 􀁾􀁾􀁉􀀧􀁉 449941 OAKAKI .'' 494 OAK m" 􀁾􀁾􀁾 􀁾􀁾􀁾􀁾 􀁾􀁬􀁬/􀁬I IPL 􀀱4􀁾8􀀶6􀀷􀀳 􀁏􀁾􀁁􀁁􀁋􀁋􀁾􀁓
R􀁒􀁔T􀁾I􀀱 P􀁰􀀮􀁾 5380 􀁁􀁌􀁁􀁄􀁉􀁾 R 53 􀁾 􀁁􀁾􀁁􀁏 UH UH " 􀁬􀁩􀁾􀁾 lililita II 􀁉3􀁾􀁴􀁬 A􀁾􀁾lA􀁾O􀁄I􀁦L􀁾ti IIR 3322 P􀁐􀁁A􀁉L􀁁A􀁾 DII RR 532 PAL A OR 5P PAL DR 􀀴􀁾􀀸􀀹􀁾􀀴􀁩
T A A AR T T"AfA AR f􀀴􀁩􀁾􀁾 􀁔􀁦􀁒􀁉􀁾􀁆􀁾􀁬􀁀􀁇􀁾􀁾 El 􀁾􀁾􀁾 AFAL AR C . 449651 fTRA􀁁􀁾􀁁A􀁌L AARR Cf • 4􀀴􀀹9􀁾6 T􀁦􀁾􀁁A􀁆􀁁A􀁌LG􀁇􀁁AR􀁒 It-􀁾􀀿 4 RAFALGAR . 49 6 TRAFALGAR .
􀁩􀁾􀀡 􀀸􀁾􀁬􀁩􀀸􀁺􀁾􀁴􀁾􀁾􀁾 􀁾􀁾􀁎􀁾􀁾􀁃􀁁􀁧􀁾􀁾􀁉􀁾􀁯􀁯 INC IU 􀀸􀀰􀀲􀁉􀀸􀁁􀁲􀁾􀀷􀀰􀀡 􀁾􀁈 fEijg 􀁄􀁾􀁉􀁴􀂫􀀾 􀀱􀀳􀁾 􀁏􀁾􀀡 􀀲􀀡􀀰􀀱􀀵􀀰􀁾 􀁾􀁾􀁾􀁏􀁅􀁆􀁾􀁥􀁨􀁾􀁉􀁓􀁏􀁎 􀁾􀁏 88t 􀁾
A 􀁃􀁾 􀁾􀁁 IR!! li4lisl 􀁾􀁏􀀡􀁘􀀢􀁾 􀁾 􀁾􀁬A􀁬N􀁦􀁢 14 􀁾􀁾􀀴 􀀲􀀵􀁾 1488 􀀸􀁾 0 􀁲􀁬􀁁􀁫􀁾 􀁾 􀁾􀁾􀁍􀁓􀁾􀁄 􀁾 􀁧􀁏􀁾 􀁾􀁉􀁉􀀡􀀡 c􀁾H􀀱􀁾Q􀁾i􀀡􀁾􀁔􀁩􀁾􀁅􀁾􀁄􀁾􀁾R􀁄E􀁅 􀁾 08 8824 􀁾
􀁁􀁲􀁅􀁾􀁉 􀁉􀁉􀁏􀁇􀁁􀁲􀁾 49 0 10 24 8 A HA jSY 􀀸􀀮􀀱􀀱􀀸􀀸􀀡􀀲􀁾􀀸 􀀱􀁾􀁾􀁁􀁙 􀀢􀀢􀁅􀀢􀁹􀁾 􀀱􀁾􀀱 􀁾􀀸􀀱􀀱􀀸􀁾􀁾􀀶􀁩 􀁊􀁾􀁎 􀁾􀁾􀁁􀁾 i 􀁾􀀱􀀲 􀁾􀁉􀁬􀁩􀁩 􀁾􀁾􀁾􀁾􀀡􀁁􀁂􀁾􀁂􀁩􀁾􀁾􀁾􀁾􀁴􀁌􀁉􀁁􀁈
􀁾 002188 22; 􀁌􀁾􀁾􀁄􀁾 LOEHR 6j 􀀸􀁧􀁾􀀱􀀸􀁾􀀦􀁦􀀹􀀰 􀁲􀁾􀁌􀁎􀁉 f 􀁾􀁔􀂥􀁬􀁾 004 􀁾􀀴􀁴􀁳 􀁁􀁎 􀁾 􀁂􀁾􀁃􀁋􀁾􀁒􀁔 i 􀁬􀁯􀁧􀁾􀀱􀀶􀀸􀁧􀀡􀀹􀁾 􀁾􀁾􀁾􀁓􀁦􀁏􀁾􀁾􀁋􀁾􀁾􀁾􀁉􀁓 g 􀀸􀁾􀀱􀁾􀁩􀁾
is 􀂣􀀡􀁾􀁙􀁾􀁅 􀁩􀁾􀁾􀁾􀁾 􀁴􀁾 􀀰􀁾􀀱􀀸􀁧􀀲 􀁾 􀁲􀁾􀁾 􀁾 􀁾􀁾􀁲􀁹 70 􀀰􀀸􀀲􀀱􀀸􀁾􀀦􀀹􀁬􀀹 􀁧􀁁􀁈􀁒􀁾􀁾􀁦 􀁆􀁢􀁾􀁾􀁾 􀁩􀁾􀀡􀁩 illliilillii 􀁾􀀱􀀻􀁩􀁾􀁩􀁾􀁾􀁅􀀮􀁇 􀁩􀀸􀁾􀀱􀀰􀀸􀀲􀀶􀀶 􀁾
􀁾􀁾􀁾􀁖 􀁾 􀁾􀁁􀁎􀁾 1 􀀸􀁧􀁾􀀱􀁾􀁉􀁾􀁩􀀲I􀁾􀁬􀁧􀁾􀁁􀁾 J 􀁂􀁾􀁒􀁋􀁾 il 􀀸􀁾􀀡􀀱􀁾􀀲􀁾 􀁾􀀸 􀂧􀁾􀁋􀁡􀁾􀁴􀁾􀁹􀁦􀁾􀁾􀁬􀁦􀁴 􀁾􀀶 􀀸􀀸􀁾􀀱􀀸􀁤􀀲􀀸􀀶􀀶 . 􀁾􀁌􀁾􀁋􀀡􀁉􀁬􀁾􀁁􀁎􀁓􀁏􀁎 67 0&2
08 􀁾 16 􀁾􀁾 EES 8 0 􀁾 08 304 HIL i AOD 􀁾􀁚 􀀡􀀸􀁾 􀀸􀀱􀁾􀁬􀁩􀁬 􀁾􀁾􀁦􀁩􀁬􀀧􀁬􀁉􀁒􀀡􀁾􀁋􀁾􀁾􀁅􀁙 􀁾I􀀶 􀁾􀀸􀁾􀁾 􀁾􀁉􀁬 1* 􀁾􀁾􀁾􀀡􀁩􀀬􀁈􀁩􀁁􀁾 f:s 81 􀁾 􀁾􀁾􀁓􀁒 􀁁􀁁􀁾 H s 􀁾􀁬 􀁾􀀰􀀲􀀱􀀸􀀵
25t 􀁊􀁅􀁥􀀮􀁙􀁾􀁬􀀡􀁬􀁾􀁐􀁁􀁎􀁏􀁈􀁓􀁋􀁉 99 082 􀀰􀀸􀀵􀀳􀁾􀀹 􀁾􀁦􀁔􀁒􀁙 􀁈􀁃􀁃􀁾 􀁾􀁈􀁉􀁎 􀀸􀁾 sa1l 􀁋􀁾􀁶􀀱􀁎􀁏􀁾 􀁴􀁾 􀁔􀁾􀁏􀁔􀁔 􀁾􀀸􀁾 􀀱􀀸􀁾􀁬􀁯􀁩􀁾􀁾 􀁾 􀁾 􀁇􀁾􀁾􀁁􀁾 􀁪􀁾􀁲􀁾􀁏􀁎
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􀁩􀁾􀁾 􀁬􀁾 E 􀁒􀁾􀀮 , 􀁩􀁾􀁢 􀁯􀁾􀁾􀁬􀁾 0 Ob 􀁾􀁾􀁬 􀁏􀁾􀁾 s 􀁾 􀁈􀁾 􀁾􀁉 􀁾 􀁾􀀺􀁾􀁉􀁾􀁾 􀁅􀁾 id I rLi:t ir 􀁾􀁩 Ilf 111I1I1I111 􀁾􀁬􀁦􀁬􀁩􀁳􀁾􀀺􀁉􀁾􀁉􀁃􀁋 􀁉􀁈􀁬􀁉􀁭􀀮􀁬􀁬􀁾 ACTrl
􀁉􀁉􀁾􀁾􀀨 􀁦􀁩􀁈􀁉􀁾􀁾 􀁵􀁩􀁾 􀁉􀁉􀁅􀁾 􀁇􀁾􀀺 :8 ACT V ACf V 􀁾􀁾􀁾 ia 􀁾􀁙 HS 􀀱􀀰􀁾 16UJ GEl: :8 AE V 􀁾􀁾 HE. . A V GS 2.
", ':, . .' .-' 􀀮􀁾􀀺 . . ",. ,I' . 􀁾􀀮 '.' . :. 􀀺􀀮􀀺􀀮􀁾 .:' ,,-', .. ',-' 􀁔􀁨􀁥􀀻􀁾􀁡􀁴􀁥􀁲 utili􀁴􀁹􀀬􀀧􀁣􀁬􀁩􀁲􀁥􀁣􀁦􀁯􀁲􀁾 of theci􀁴􀁩􀁾􀁳􀁯􀁦􀁄􀁡􀁬􀁬􀁡􀁳􀀧􀁡􀁉􀀱􀁤Fort Worth
,:have"jointlyissued :the following media ,statement' ,to reassure •the public that reports of;watersafety 􀁶􀁩􀁯􀁬􀁡􀁴􀁩􀁯􀁮􀁳􀀧􀁬􀁩􀁳􀁢􀁾􀁤 in a report ',,', bythe:Natural 􀁒􀁥􀁳􀁯􀁵􀁲􀁣􀁥􀁳􀁾􀁄􀁥�
�􀁥􀁮􀁳􀁥Council do 'not apply to Dallas and' 'Fort'woifhwater utilities.·..Weare forWarding copies of this media ' . <statem'ent ('to :all'olir whole'saIe treated water' ctistomerl?for
their , . . . .. • Achyutilhy providing Dallas with water purification and distribution,wame wmercollection and .eaunern
MEDIA ADVISORY: For more information contact: Fort Worth Richard W. Sawey, director (817) 871-8207 or Ronny Hyde, assistant director (817) 871-8293 Dallas Michael S. Marcotte, director
(214) 670-3144 or Janell Mirochna, public information representative (214) 670-4297 Water utility directors Michael S. Marcotte of Dallas and Richard W. Sawey of Fort Worth have issued
the following statement to reassure the public that reports of water safety violations listed in a report by the Natural Resources Defense Council do not apply to Dallas and Fort Worth
water utilities. Should you wish to pursue a local story on this issue, Marcotte is available for interviews today. Sawey is in Austin, but Ronny Hyde, assistant director, is available
for interviews related to Fort Worth. Sawey will return on Friday. For immediate release: Fort Worth and Dallas Water Meets All Standards Dallas (September 29, 1993H-"The Dallas and
Fort Worth water supplies meet all state and federal standards for safety," says Fort Worth Water Department Director Richard Sawey. "Our mission islo provide citizens with top quality
drinking water now and in the future," adds Dallas Water Utilities Director Michael S. Marcotte. The directors of the water utilities of two of Texas largest cities acknowledge that
not all Texas water utilities are in compliance with the regulations. However, Dallas and Fort Worth are in complete compliance with current standards. The directors recommend that people
who want more information about the quality of their drinking water contact their local utility, the Texas Natural Resource Conservation 􀁾 Commission in Austin or the Region 6 Environmental
Protection Agency offices in Dallas. ( -30-
Dallas Water Quality Fact Sheet September 29, 1993 Overall Quality Dallas Water Utilities (DWU) produces excellent quality water. In 1991, Dallas won the Environmental Protection Agency's
Environmental Excellence Award for Public Water Supply. The city' is rated as having a "Superior" public water system by the Texas Natural Resource Conservation Commission (TNRCC-formerly
known as the Texas Water Commission). Superior is the highest rating given by the TNRCC. DWU conducts more than 600,000 water quality tests annually to ensure a superior quality water.
Source Quality DWU currently uses five reservoirs: Lake Grapevine; 􀁌􀁡􀁫􀁾 Lewisville; Lake Ray Hubbard; Lake , Ray Roberts; and Lake Tawakoni. The Watershed Management section monitors
water quality in the lakes, investigates to locate the source of pollution producing activities and supplies information to regulatory agencies when they locate activities such as illegal
dumping of hazardous materials. Their efforts ensure that Dallas' raw water quality remains good. Compliance with regulations Dallas water meets or is better than all state and federal
standards. Dallas has had no violations of any drinking water quality regulations in the history ofDWU. Arsenic At less than .005 parts per million (ppm), DWU is well below the EPA limit
of .05 ppm for 􀂷􀀧􀁡􀁲􀁳􀁥􀁾􀁩􀁣􀀮 ,< ;c;:';"..· -.;;. Filtration EPA recently ruled that all drinking water suppliers must filter their water. DWU has used filtration as pan of the
treatment process for more than 60 years. Lead DWU has passed all of the EPA-mandated tests for lead in drinking water at the tap. Testing results led TNRCC to determine that DWU is
"optimizing corrosion control, " which means that Dallas' non-aggressive water treatment process prevents leaching of lead into water from solder "-. joints or lead pipe in customers'
plumbing.
Dallas Water Qualiur Fact Sheet -Add 1 DWU water is lead-free when it leaves the water treatment plants. DWU is committed to keeping it that way and has been systematically replacing
lead pipes in the distribution system ever since lead was discovered to be a health problem. Although DWU produces non-corrosive water that does not dissolve minerals such as lead or
copper from existing piping, some leaching is still possible if water sits in pipes too long. Therefore, DWU continues to teach citizens how to reduce the chances of exposure to lead
from lead plumbing or solder in residences. ··.··Radon :;'",'wUjyater does not contain radionuclides such as radon gas. Fortunately, radon is not a 􀁾􀁀􀀥􀀻􀀺􀁾􀀬􀀬􀁾􀀬􀀻􀀬􀀮􀁾􀁾􀀺􀀺􀀺􀀭􀁾􀀭􀀬􀀻􀀺􀀼�
�􀂫􀁾􀀭􀁾􀀬􀀬􀀻􀀬􀀺 -􀀮􀁾􀀧􀀮 ",pi'QRlerifirl this part of the country. 􀂷􀀬􀁽􀀯􀀺􀀺􀁾􀀬􀀧􀀻􀀺􀁴􀁙􀀺􀀯􀀺􀀭􀀺􀁾􀀭􀁾􀁾 Trihalomethanes (THMs) TNRCC and DWU monitor Dallas water for THMs
quarterly. The maximum contaminant level (MCL) allowedby the U.S. EPA is 100 parts per billion (p'pb). Dallas water always averages well below that level-in the 25 to 40 ppb range. DWU uses chlorine and ammonia to disinfect the water. These
two chemicals combine to form chloramine, a disinfectant known to reduce THM formation. Water systems are required by the TNRCC to maintain a minimum chlorine residual of 0.5 parts per
million (ppm) in the water in the distribution system. This ensures that the water remains safe during its journey from the treatment plants to homes and businesses. If the water did
not contain residual chlorine, bacteria could grow and spread waterborne diseases such as typhoid and cholera. Approximately 500 chlorine residual tests are performed on water collected
from the distribution system each month. 􀂷􀀧􀁚􀁾􀁉􀀡􀁾􀁩•􀀮􀁴􀀻􀁾􀀸􀀻􀀺􀁾􀁾􀁩􀀡􀀢􀀬􀀺􀀧􀀾􀀺􀁽􀀱􀀧􀀺 ,,\:-" '. a as 􀁡􀁾􀀬􀀺􀁲􀁥􀁣􀁾􀁾􀁴􀁬􀁹 updated tlje ,Elm Fork Water Treatment Plant
to include ozone disinfection of ,.," '._,::",:," -_􀀺􀀺􀀬􀀬􀀬􀀬􀀬􀀬􀁾􀀧􀁲􀀬􀀮􀀮􀀬􀀬 ...􀁟􀁾􀀬􀀬􀀬􀀬􀀬􀀬􀀺 .' ':' ,,', 􀀬􀁾􀁟􀀧􀀭􀀺􀀺__ ': 􀀶􀀧􀁾􀁾􀀬􀁾􀂷􀀬 . . 􀁾􀁡􀁴􀁥􀁲􀀮􀁴􀁨􀁥􀁣􀁵􀁳􀁥
of ozonefor diSinfection is a cutting edge technology that is designated by the EPA as a Best Available Technology (BAT) for meeting the new Surface Water Treatment Rule. Parasites Filtration
is an effective method of removing parasites from water and as mentioned above, DWU's treatment processes include filtration. Recent tests show no Cryptosporidium or GiarClia in Dallas
drinking water. Free water quality testing for DWU customers upon request DWU offers free water quality tests upon request. Call 670-0915 for more information.
􀁃􀁨􀁥􀁾􀁩􀁣􀁡􀁬 Analysis of Dallas Water . . Minerals Standard DAllAS Mel* WATER AVERAGES TOTAL ALKALINITY NS 55 TOTAL HARDNESS NS 73 CHLORIDES 300 13 FLUORIDE 1.8 0.77 NITRATES as
N 10 0.25 SULFATE 300 43 TOTAL DISSOLVED SOUDS 1000 150 Trace Metals ARSENIC 0.05 <0.005 BARIUM 1.0 <0.05 CADMIUM 0.01 <0.001 CHROMIUM 0.05 <0.005 COPPER 1.3 <0.01 IRON 0.3 <0.01 LEAD
<0.005 (plant); 0.015** 0.004 (tao) MANGANESE 0.05 <0.01 MERCURY 0.002 <0.001 SELENIUM 0.01 <0.002 SILVER 0.05 <0.01 ZINC 5.0 <0.01 • I TURBIDITY NS = No Standard < = less than I 0.5
NTU I <0.5 * MCl = Maximum Contaminant level Jin parts per million unless otherwise noted). ** Action level at tap Source: Dallas Water Utilities laboratories, 1993
p.e3 ,.Foitworth Water' Quality Fact Sheet 􀁾􀁖􀀻􀀢􀀧􀀢 c .. "'.z:' : September 29, 􀀱􀁾􀀳 .:'"'i-F.,/-, 􀀬􀁬􀀻􀁾􀁩􀀬 Ilfltllil1 Fort􀁷􀁾 Water Department produces drinking warer that
com.istentJ.y is better &han :Ibe ,ovemment requires it to be. In 1990. the Environmental 􀁐􀁲􀁯􀁴􀁥􀁣􀁴􀁩􀁾 Agency's Region VI office selected the city's Rolling Hills Water Treatment
Plant to represent the 􀁾􀁧􀁩􀁯􀁮 in the national Environmental Excellence Award for PIIb1k Wafer Supply. The depanmenr is listed as a "Superior" water system by the Texas Namr.d Resource
Conservation Commission (fNRCC. 􀁦􀁯􀁾􀁹known as the Texas Water Commission), the highest rating me agency gives. SOUl'ce IJfltllity Port Worth watec comes from five reservoirs: Lake
BridgepOrt, Eagle Mountain Lake. Lake Wonh, Lake Benbrook, Cedar Creek Reservoir and Rkhland-Chamben Reservoir. Fonunately,.these resCIVOirS an contain water ofexcellent quality. Most
of the reservoirs are managed by the Tarrant County Water Control and Improvement District No. 1or 1or the Corps of 􀁅􀁮􀁧􀁩􀁮􀁥􀁥􀁾􀀮 Fort Worth owns Lake Worth. All these agencies
work togetheJ' to ensure these n:seNoUs remain free from 􀁾􀁯􀁯􀁴􀁡􀁭􀁩􀁮􀁡􀁲􀁬􀁯􀁮􀀬 conducting joint testing 00 a routine basis in coordination with state agencies. In addition, Fort
Worth received:a $3.4 million matching grant under dle federal Qean Lakes Program for Lake Worth. AmOJJ8 the tasks to bt. conducted under the grant is developing a model watershed management
program fhr the !m. Compliance wi'h regulations Fort Worth warer has DOt violated any state or federal drinking water quality regulations in more than 20 years. In fact. the water is
better than required 􀀢􀁦􀀧􀀺􀀺􀀧􀀻􀁾􀁾􀁾􀀧􀁩􀁥􀁳􀁴􀁳 fur lead conleOt These tests were taken at the 􀀬􀁾􀀮􀁣􀁾􀁾􀀬􀀻􀀮􀀺􀁟􀁾􀀬􀀬􀂷􀀻􀀺􀀺 _"", 􀁾􀁶􀀼􀀮􀀢􀀢􀀬􀀺􀀢􀀬􀀻􀀢􀀢􀀢􀀢􀀢􀀢􀀴􀀮􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧
􀀭􀀧􀁾􀀧􀀧􀁩􀀢􀀢􀀢􀀬􀀬􀀼􀀬􀀻􀁾􀁊􀁥􀁡􀀬􀀬􀁥􀁳treatment plants iRe oflead but can pick up the metal 􀁦􀁲􀁯􀁲􀁩􀁈􀁥􀁡􀁤􀁰􀁾􀀧􀀺􀁾􀁩􀁾􀀡􀁊􀁾 solder in private plumbing-The departmenl is
is required to conduct a 􀁃􀁏􀁴􀁲􀁯􀁳􀁩􀁏􀁬􀀱􀁩􀁏􀁮􀁴􀁩􀀺􀀧􀀨􀀩􀁬􀁾􀁤􀁹􀀬􀁷􀁢􀁩􀁣􀁨 is under way and will be complete by July 1994. . The departrDent is committed to 􀁾􀁴􀁩􀁮􀁧 and prottcdng
me public from lQfJ exposure. Fon Worth is one of a handful of cities that has an ordinance reqoiring day care centers to have their water tested for lead content to maintain Jjct·nsing.
Anotl1el' on:tinance bans the sale of lead solder for repairs to tap water plumbing. Fort Worth panicipatcrl in a P3tional study sponsored by the American Water Works Assodation Research
Foundation on lead
• 'SEP-29-93 WED 16:39 􀁆􀁾 􀁗􀁯􀁲􀁾􀁨 WD P.04 and copper In·drinking water. The department has developed brochures and displays and placed several notices in water bills tr:aehing tWdents
how to proteCt lbemselvcs from lead exposure. Radon Radon gas does not occur naturally in the Fon Wonh area, and the utility has not fOWld mdioouclidcs in che system. ArS6nic Arsenic
levels in Fan Worth willer fall well below the level considered to be safe by the EPA. However. the city is seeking funding to conduct alSditional research on arsenic since sIDalI aInounts
are found in the 􀁾􀁳􀁥􀁲􀁶􀁯􀁩􀁲􀁬􀁬􀁨􀁣 city draws warer from. Arsenic is an ingredient in products used in agricullUre and industIy. and it can get inoo lakes through runoff. T,ihalomethane,
(TBMs) Both the Fon Worth Water Department and rnRCC rtlllnilOr for TIlMs quarterly. THMs are byproducts fanned when waler is 􀁣􀁨􀁬􀁾􀁡􀁴􀁥􀁤 to kin harmful microorganisms. The maximum
1liMlevel allowed by the EPA is 100 parts per billion. Fort Wonh water averages 2Q..32 parts per billion, well below the limit Fort Worth mixes chlorine ",ith ammonia to disinfect Vtllter.
These combine to form chloramine. which produces less THMs and lastS longer in the system than chlorine alone. TNRCC 􀁾􀁵􀁩􀁲􀁥􀁳 utilities to have a certain amount of chlorine residual
in the water system at an times to ensure the waler remains pure an the way 10 the customer's tap. Without this, bacteria could grow inside the water pipes and spread waterborne diseases.
O:one Fort Worth's newest plant, the Eagle MOlBlWn Wa.rerTreatment Plant, uses ozone to disinfect the water. "The method is considered by dle EPA as the Best A,,:ai1able .. Tec:hnology.
"Filt/tltlon . FortWonh fi11el'S all its drinking water, producing wattr whb very low turbidity levels. Tmbidity 􀁩􀁾 a measure of !he particulate mattcr in water. PIU'Illite6 Because
of the 􀁳􀁯􀁰􀁨􀁩􀁳􀁤􀁃􀀸􀀮􀁾 filtering 􀁾􀁨􀁮􀁩􀁱􀁵􀁥􀁳 Fort Wonh uses. there is DO reason to believe giardJa Of' cryptosporidinm exist in Fan Wonh drinking water. However. just to
be certain, the department is working with the Tarrant County Water Control and Improvement Distria No. 1to develop a monitoring program for these 􀁰􀁡􀁲􀁡􀁳􀁩􀁾
Chemical Analysis of Fort Worth Water (In parts per million) Constituent Mel I4InerBls Total Alkalinity ....•.......•.........._......... N8 Total Hardness .. _ _..........................
NS OUoride _ _...... 300 Pluoride _............. 1.8 Nitrate. 10 Sulfate 300 Total Dissolvtd SaLds 1000 Trace metals Anienic _ _ _.._ M _.. 0.05 Bariwn 1.0 Citd.Il-ti.UII'1 _..􀁾 ,••.
_.......... 0.01 Cllrornilnn 0.05 Copper _ _.. _................ 1.3 Iron M _ ·...... C.:> I.ead M............................................. 0.015 Manganese _ _.....................
0.05 Men:ury 0.002 Selenium _.... 0.01 Silver _.... 0.05 􀁾 ,...... 5..0 Fort Worth Water 124 160 41 􀁏􀀮􀁓􀁾 0.21 33 􀀳􀀰􀁾 <0.002 0.04 <'l.Ol <0.01 < 0.01 atplanl; 0.83 avg. at tap
<. G.02 0.003 at 􀁰􀁬􀁡􀁮􀁾 0.011 avg. aJ tap <:0.02 <0.0004 <OJXJ7 <0.02 <0.02 ''''''-=1 Other Twbidity (particuhllr madet) _........... 0.5 NJ1J 0.23 NTIJ Ql10ramine residuaL_......................
.. NS 2.39 * Average at-the-tap results NS = No StandaJU. -< = Less than
RESOLUTION NO. R93-095 A RESOLUTION BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, AUTHORIZING THE CITY MANAGER TO ENTER INTO A CONTRACT IN THE AMOUNT OF APPROXIMATELY $27,000 WITH
ESPEY-HUSTON AND ASSOCIATES, INC. FOR PROFESSIONAL ENGINEERING SERVICES FOR THE PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION REQUIRED TO FACILITATE ADDISON'S OPERATION OF THE DALLAS
FRANCHISE AREA. WHEREAS, Espey-Huston and Associates, Inc. have submitted a proposal to the town for professional engineering services to prepare plans and specifications for the construction
required to facilitate Addison's operation of the Dallas franchise area; and WHEREAS, the proposal includes a lump sum fee of $25,200 for basic services and an estimated time and materials
fee of $1,800 for construction phase services; and WHEREAS, funding for this project is available from the proceeds of the 1993 Utility Bonds; now, therefore, BE IT RESOLVED BY THE CITY
COUNCIL OF THE TOWN OF ADDISON, TEXAS: THAT, the City Council does hereby approve a contract in the amount of approximately $27,000 with Espey-Huston and Associates, Inc. for professional
engineering services for the plans and specifications for the construction required to facilitate Addison's operation of the Dallas Franchise Purchase Engineering. OFFICE OF THE CITY
SECRETARY RESOLUTION NO. R93-095
DULY PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, this the 28th day of September, 1993. ATTEST: 􀁾􀁦􀁜􀁾 CI 􀁾􀁃􀁒􀁅􀀧􀁩􀁁􀁒􀁙 OFFICE OF THE CITY SECRETARY RESOLUTION NO.
R93-095
􀁤􀁡􀁬􀁬􀁡􀁳􀀬􀁗􀁑􀁴􀁾􀁲􀁵􀁴􀁬􀁬􀁬􀁴􀁬􀁥􀁳 ' City Halle Dallas, Texas75277 􀀮􀀲􀀱􀀴􀀯􀀶􀀷􀀰􀁾􀀳􀀱􀀴􀀶􀀬 September 7, 1993 Mr. John. Baumgartner' Director of Public Works Town of ." Addison
" P.O. Box 144 Addison,Texas 75001 Dear JQhn: Please 'be" advised that' your August wastewater sampling survey was ' conducted'ill accordance with the contract and parameters indicated
under Chapter 49 . of, the, Dalias city Code were within acceptable concentrations. 'The average TSSconcentration .was 194 mgjL and the average BOD concerittation was :20? mg􀁪􀁌􀁾 ,
,'If you have any questions, 'please call me at 670....5886. Sincerely, w. David Ryburn Manager Wholesale Services trc, ' . .􀁥􀁬􀀱􀁣􀁬􀁾􀀺􀂱􀁾􀁾􀀧􀁔􀁨􀀹􀁉􀁮􀁐􀁓􀁏􀀮􀁮􀁩􀁔􀁃􀀧􀁗􀁮,of
􀀧􀀩􀁜􀁤􀁤􀁩􀀮􀁾􀁯􀁮􀀧 􀁕􀁴􀁩􀁬􀁴􀁴􀀮􀁩􀁥􀁳􀀮􀁾􀁾􀁾􀁥􀁴􀁩􀁴􀀱􀁴􀁥􀁮􀁤􀁾􀁮􀁴" ' 􀁁􀀮􀀺􀁴􀁾􀀬􀁉􀀧􀁬􀀡􀁜􀁵􀀮􀀺􀁉􀀮􀁾􀁉􀀱􀁊􀀺􀀩􀁣􀁡􀁣􀀺􀀺􀁴􀀺􀀱 i·... palla'swa1:er,ptiIiti$s Pr¢;tj#eat;IIiel1tSe.c:"l::i.
onlofanager· 􀁾􀁥􀀧􀁴􀀺􀁴􀁩􀁹 13l7'O\ini .. 􀁰􀁲􀁥􀀧􀁴􀁲􀁥􀁡􀁢􀁮􀁾􀁮􀀬􀁴 ariq.· Labo'1"Cit6rY$er,,?ices:f.icil1ager . . . . . "". . -. . A city utility prqviding 􀁄􀁡􀁬􀁩􀁡􀁾 with water
purification and. distribution, waste water collection' and treatment
CIQIQswaTer utilitIeS Industrial Waste Control Division 1350 Manufacturing 51. Suite 207, Dallas, Texas 75207 (214) 670·4424 or (214) 􀀶􀀷􀀰􀀧􀀳􀀸􀁾􀁾􀀧􀁜􀀮􀁌􀁴􀁁􀁓 VlATEH UTILITIES
-Report of Analysis CITY OF ADDISON (POINTS OF ENTRY) Date 08--03-93 08-03-93 08-03-93 08-04--93 08-04-93 08--04-93 OB-05-93 Lab Number 206525 206526 206527 206G82 20GE;84 206G83 206750
Volwlle 10.43 58.88 30.14 10.87 29.75 66 11. 21 pH Total Suspended Solids 112 232 451 3'"􀁉''􀁾) 227 36 21G Biochemical Oxygen Demand 34 183 238 183 144 38 1:11 C,vanide Cadmium Chromiwll
Copper :Lead Silver Zinc Total Metals Arsenic Selenium Grease Acetone Benzene Ethyl Benzene Isopropyl Alcohol Methyl Alcohol Methyl Ethyl Ketone Methylene Chloride Phenol Toluene Xylene
FLASH CUP f'l • 􀁾 ,:->lce 􀁁􀁃􀁁􀁄􀁅􀁾􀀱􀁙 BRANCH KS ACADEIVIY I\:S BRANCH ACADEf\jy All results, except for pH, al'e reported in rug/I. A city utility providing Dallas with water purification
and distribution, waste water collection and treatment
cJQIIQswater UTilitIeS Industrial Waste Control Division 1350 Manufacturing St. Suite 207, Dallas, Texas 75207 (214) 670·4424 or (214) 670·3803 DALLAS 􀁾􀁜􀀡􀁁􀁔􀁅􀁒 UTIT"ITIES --Report
of Analysis CITY OF ADDISON (POINTS OF ENTRY) Date 08-05-93 08-05-93 08-0tJ-93 08-06-9:3 08-06-9:3 08-07-93 08--07-93 Lab Number 206752 206751 206836 206834 206835 206854 2013855 Volume
29.26 68.52 30.02 10.63 64.92 12.02 67.04 pH Total Suspended Solids 191 208 IGO 204 227 1:36 en ') L....t 􀀮􀁾􀁟'-' Biochemical Oxygen Demand 0M 179 161 141 299 133 Ll .-,;'"7 ,:)/􀀧􀁾􀀮􀁾􀀩
, Cyanide CadmilUll Chromimn Copper I,eacl [vlel:'cury 􀁎􀁩􀁣􀁊􀁾􀁥􀁬 Sil"}er Zinc Total Metals Arsenic Selenilull Grease Acetone Benzene Ethyl Benzene Isopropyl Alcohol Methyl Alcohol
Meth:yl Ethyl Ketone Methylene Chloride Phenol Toluene Xylene FLASH CUP Site KS BRANCH K8 ACADEMY BRANCH ACADE1vrV BRANCH All results, except for pH, are reported in mg/l. A city utility
providing Dallas with water purification and distribution, waste water collection and tr
eatmentdallaswaTer UTilitIeS Industrial Waste Control Division 1350 Manufacturing St. Suite 207, Dallas, Texas 75207 (214) 670-4424 or (214) 􀀶􀀷􀀰􀀧􀀳􀀸􀁂􀁾􀁩􀁜􀁌􀁝􀀬􀁁􀁓 WATER UTILITIES
-Report of Analysis CITY OF ADDISON (POINTS OF ENTRY) Date Lab NWllber Volmne pH Total Suspended Solids Biochemical Oxygen Demand Cyanide CadmilUll Chromiwll Copper Lead rvlercury 􀁎􀁩􀁣􀁫􀁾􀁬
Silver Zinc Total Metals Arsenic SelenilUll Grease Acetone Benzene Ethyl Benzene Isopropyl Alcohol Methyl Alcohol 􀁾􀁬􀁥􀁴􀁨􀁹􀁬 Ethyl Ketone Methylene Chloride Phenol Toluene Xylene
FLASH CUP 08--07-93 08-08-93 08-08-93 08-08-93 08-09--93 08-09-9:3 08-09--93 206856 206861 206859 206860 206925 206926 20G927 27.85 27.85 12.02 67.04 67.04 27.85 1') n') 182 104 133
205 126 153 80 207 131 130 256 301 144 Btl Site [(S ACADEMY BRANCH BRANCH KS 􀁁􀁃􀁁􀁄􀁅􀁾􀀬􀀧􀁊􀁙 All results, except for pH, are reported in rng/I. A city utility providing Dallas with
water purification and distribution, waste water COllection and treatment
dallaSwaTer UTilitIeS Industrial Waste Control Division 1350 Manufacturing St. Suite 207, Dallas, Texas 75207 (214) 670-4424 or (214) 670·3803 DALLAS WATER UTUITIES --Report of Analysis
CITY OF ADDISON (POINTS OF ENTRY) Date Lab Number Vohulle pH Total Suspended Solids Biochemical Oxygen Demand CadmilUll Chromium Copper Lead 􀁾􀀧􀁬􀁥􀁬􀀧􀁃􀁵􀁲􀁹 Nickel Silver Zinc Total
Metals Arsenic Selenium Grease Acetone Benzene Ethyl Benzene Isopropyl Alcohol Methyl Alcohol [vIethyl Ethyl Ketone Methylene Chloride Phenol Toluene Xylelle 􀀰􀀸􀀭􀁬􀁏􀂷􀀭􀀹􀁾􀀱 08-10-93
08--10-93 08-11-93 08-11-93 08--11-93 Average 206996 206998 206997 207089 207091 207090 11.93 30.4 67.96 11. 78 29.63 68.24 148 290 202 110 􀁾􀀩 C)'< 22B 19,'1 ..... .t:... ...... 125
198 222 91 137 208 202 FLASH CUP Site ACADEMY 1(8 BRANCH 􀀱􀀱􀀨􀁾􀁁􀁄􀁅􀁍􀁙 KS BRANCH All results, except for pH, are reported in rug/I. A city utility providing Dallas with water purification
and distribution, waste water collection and treatment
ESPEY, HUSTON & ASSOCIATES, INC. WATER SYSTEM ANALYSIS FOR PROPOSED MODIFICATIONS TO CONVERT THE DALLAS WATER UTILITIES FRANCHISE AREA TO THE TOWN OF ADDISON WATER SYSTEM ADDENDUM PRESSURE
REDUCTION IN THE DWU FRANCHISE AREA AFTER CONNECTION TO THE TOWN OF ADDISON SYSTEM In Run #1 with the system at average day demand, the model showed pressures over 100 psi along Winnwood.
The attached schematic of the water model is annotated to show nodes with pressure over 80 psi. (This run is based on the elevated tank being almost full and one pump running at Celestial
pump station producing a discharge hydraulic grade line elevation of 790' msl.) One approach to protecting customers from potentially excessive pressure is to install individual pressure
reducing valves (PRV's) on the customers' service line. Using 80 psi as a guideline for desirable maximum pressure, the estimated number of individual PRY's which might be required is
approximately 100 for residential customers plus an undetermined additional number for for commercial customers in the Town Hall area. (This is based on residential lots and not existing
houses.) It is reasonable to expect that many of Addison's new customers in this area would be annoyed by the disturbance of having a PRY installed on their service line. In addition
the water mains would still experience the high pressure. Consequently, several alternatives were evaluated for creating a Reduced Pressure Area (RPA) by installing PRY stations on water
mains feeding the RPA. Using 80 psi (185' of head) as the criteria for maximum pressure in the RPA and 550' msl as the lowest ground elevation, the PRY's would be set to maintain a 735'
pressure plane in the RPA. The highest ground elevation in the RPA would be approximately 615' msl at the west end of Havenshire, which would have a pressure of 52 psi in the 735 pressure
plane. Using 785 as the pressure plane for the Town of Addison system based on overflow elevation at the elevated storage tank, then ground elevation lower than 600' msl would experience
pressure exceeding 80 psi. The attached water model schematic shows the approximate location of the 600' ground contour. This serves as a guide for establishing a boundary for a reduced
pressure area. 15037/930585 1
ESPEY, HUSTON & ASSOCIATES, INC. All three of the alternatives for an RPA require a pressure reducing valve on the 12" main in Celestial just west of Bellbrook. This site is close to
the 600' msl boundary. Alternative A requires one additional PRY in the proposed 8" main in Beltline just east of Oaks North (see pipe 436 in the model). Alternative A would place approximately
83 residential lots in the RPA. The highest pressure outside the RPA in the 785 pressure plane would be about 94 psi in the main in Oaks North near Beltline. Individual PRY's would still
be required for approximately 18 residential lots along Oaks North at ground elevations lower than 600' msl.Commercial customers in the Town Hall Shopping Center, with pressures up to
92 psi, would also qualify for individual PRY's. Alternative B requires a total of three PRY's, Le., the Celestial-BellbrookPRV plus a PRY for the 8" main in Royal Drive (pipe 458 at
node 458) and a PRY for the 8" main in Beltline at Town Hall Shopping Center (pipe 506 at node 504). In this case the highest pressure outside the RPA in the 785 pressure plane would
be about 88 psi in the main at Town Hall. Commercial customers with service lines off of pipes 516 and 518 would have pressures of approximately 85 psi, but there would be no residential
customers requiring individual PRY's. Alternative C uses four PRY's (pipes 402, 458, 516 and 504) so that the RPA includes the aforementioned commercial customers on pipes 516 and 518.
A disadvantage of Alternative C, in addition to an additional PRY, is that the fire hydrants on pipe 518 adjacent to the Town Hall Shopping Center would be on reduced pressure. Although
it is not certain that 100 psi static pressure in parts of the system would cause problems, there is a risk involved and possibly some liability for the Town of Addison. Therefore, if
pressure reduction is determined to be implemented, our recommendation is Alternative B described above. Design of the pressure reducing stations should include consideration of fire
flows in the RPA for detennining PRY size and capacity. 15037/930585 2
17906 (el This. article may be enforced by civil court action as provIded by state or Federal law." SECTION 3. That Section 49-100, "Certain Wastes Prohibited in Sanitary Sewers," of
CHAPTER 49, "WATER AND SEWERS," of the Dallas City Code, as amended, is amended to read as follows: "SEC. 49-100. CERTAIN WASTES PROHIBITED IN SANITARY SEWERS. (a) No person shall discharge,
or cause or permit to be discharged into a sanitary sewer: (1) any inflows or infiltration, as illustrated by, but not limited to, storm water,ground water, roof run-off, subsurface
drainage, a downspout, a yard drain, a yard fountain or pond, or lawn spray: (2) wastewater or industrial waste generated or produced outside the city unless approval in writing from
the director has been given the person discharging the waste: (3) a liquid or vapor having a temperature higher than 150 0 Fahrenheit (65 0 Centigrade): (4) gasoline, kerosene, benzene,
naphtha, fuel oil or vapors, or materials, capable of forming a flammable or explosive mixture: (5) solid or liqUid substances in quantities capable of causing obstruction to the flow
in sewers or other interference with the proper operation of the wastewater facilities as illustrated by, but not limited to, ashes, cinders, sand, mud, straw, shavings, metal, glass,
rags, feathers, tar, plastics, wood, whole blood, paunch manure, hair and fleshings, entrails, lime slurry, lime residues, slops, chemical residues, paint residues or bulk solids, except
when such items as lime slurry or lime residues are used in the treatment of combined storm and wastewater during storm runoff: (6) a gas or substance capable of forming a gas which
either singly or by interaction with other waste may cause objectionable odor, hazard to life, or other conditions deleterious to structures or the city's wastewater treatment processes:
7
17906 832294 (7) . garbage that has not been properly shredded; (8) wastewater exceeding 100 mg/l 􀁾􀁦 oils, fats and grease of the following 􀁴􀁹􀁰􀁥􀁳􀁾 􀁛􀁾􀁝 (A) floatable grease
of any origin; . (B) free or emuls if ied grease of petroleum or mineral origin, or both, including, but not limited to; (i) cooling or quenching oil; (ii) lubrication oil; (iii) cutting
oil; and (iv) non-saponifiable oil; (9) a substance having .a pH value lower than 5.5 or higher than 10.5; (10) metals in the form of compounds or elements in solution or suspension
in concentrations exceeding the following: Arsenic (As) Barium (Ba) Cadmium (Cd) Chromium (Total) Copper (Cu) Lead (pb) Manganese (Mn) Mercury (Hg) Nickel Selenium (Se) Silver (Ag) Zinc
(Zn) mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l (11) heavy metals and toxic material in concentrations prohibited by state or federal regulations including, but not
limited to: Antimony Beryllium Bismuth Boron Cobalt 8 Rhenium Strontium Tellurium Fungicides Herbicides
Herbicides17906 832294 Molypdenum Pesticides uranylion unless the permit obtained under Section!! [4&]-107 specifies conditions of pretreatment, concentrations, and volumes; (12) cyanides
or cyanogen compounds capable of liberating hydrocyanic gas on acidification in excess of two mg/l as CN; (13) chlorides greater than 500 mg/l; (14) radioactive materials in a manner
which will permit a transient concentration higher than 100 microcuries per liter;(15) sulfides greater than 10.0 [5T9] mg/l; (16) sulfates in concentrations which are not amenable to
treatment; (17) emulsified grease of animal or vegetable origin in concentrations which are not amenable to treatment; (18) unusual taste or odor producing substances, unless pretreated
to a concentration acceptable to the director, so that the material does not; (A) cause damage to collection facilities; (B) impair the city's 􀁴􀁲􀁥􀁡􀁴􀁭􀁥􀁮􀁾 processes; "(C) incur
treatment cost exceeding those of normal sewage; or (D) render the water unfit for stream disposal or industrial use; (19) BOD or suspended solids in excess of 250 mg/l; (20)"a discharge
of water, wastewater, or industrial waste which in quantity of flow, exceeds for any period of duration longer 􀁾􀁨􀁡􀁮 15 minutes, more than four times the average 24 hour flow during
normal operation; (21) total dissolved solids in concentrations which are not amenable to treatment; (22) COD in concentrations which are not amenable to treatment; 9
· .) 17906 832294 (23) . any other substance which is determined by the director to be not amenable to treatment, (24) organic chemical substances in concentrations 􀁥􀁸􀁣􀁥􀁥􀁤􀁩􀁮􀁧􀁾
following: Benzene Phenol Toluene ISOpropyl Alcohol Acetone Methylene Chloride Ethyl Benzene Methyl Alcohol Methyl Ethyl Ketone (25) insecticides and herbicides in concentrations which
are not amenable to treatment; 􀁾 Poly-chlorinated biphenyls. (b) If a person discharqes a substance into the sanitary sewer in violation of this section, the director may: (1) terminate
the service of water or sanitary sewer to the premises from which the substance was discharqedJ or (2) require pretreatment or control of the quantities and rates of discharqe of waste
to brinq the discharqe within . the limits established by this section. (c) Action taken by the director under Subsection (b) does not prevent the use of other enforcement methods available
to the city. (d) If national Eretreatment standards more stringent than thoseprescribed in this article are promulgated by the United States Environmental ProtectiQn 􀁁􀁧􀁥􀁮􀁣􀁾 for
certain categories of industries, the more stringent natlonal pretreatment standards will apply to the affected industrial user. (e) The director may grant variances in compliance dates
to indUstries when, in his opinion, such action is necessary to achieve pretreatment or corrective measures. In no case shall the director grant variances for compliance dates to industries
affected by National Categorical Pretreatment Standards beyond the compliance dates established by the United States Environmental Protection Agency.lO
" 17906 832294 l!l The director 􀁭􀁡􀁾 establish regulations to control the disposal and 􀁤􀁩􀁾􀁣􀁨􀁡􀁲􀁧􀁥 0 industrial waste into the city's wastewater facilities." SECTION 4. That
Section 49-106, "Right of Entry of City Employees," of CHAPTER 49, "WATER AND SEWERS", of the Dallas City Code, as amended is amended to read as follows: "SEC. 49-lq6. RIGHT OF ENTRY
OF CITY EMPLOYEES. The 􀁛􀁷􀁡􀁾􀁥􀁾􀀭􀁾􀁾􀁰􀁥􀁾􀁾􀁦􀁴􀁾􀁥􀁦􀁴􀁥􀁥􀁦􀁴􀁾􀁝 director, the city environmental health officer, and other duly authorized employees of the city acting as their
􀁛􀁨􀁾􀁾􀁝 duly authorized agents and bearing proper credentials and identification, shall be permitted to gain access to such properties as may be necessary for the purpose of inspection,
observation, measurement, sampling and testing in accordance with the provisions of this article. SECTION 5. That Section 49-107, "Permit Required for Discharge of Industrial Waste;
Application; Exemptions," of CHAPTER 49, "WATER AND SEWERS," of the Dallas City Code, as amended, is amended to read as follows: "SEC. 49-107. PERMIT REQUIRED FOR DISCHARGE OF INDUSTRIAL
·WASTE; APPLICATION; EXEMPTIONS. (a) A significant industrial user 􀁛􀁰􀁥􀁾􀁾􀁥􀁦􀁴􀁝 shall not discharge, or allow to be discharged, industrial waste into the sanitary sewer without
obtaining and maintaining a valid permit from the director. (b) Application for a permit must be made to the director upon a form provided for the purpose and must be accompanied by
plans and specifications for pretreatment facilities if pretreatment is required. The director may establish further 􀁲􀁥􀁾􀁵􀁬􀁡􀁴􀁩􀁯􀁮􀁳 and procedures not in conflict with this chapter
or ot er laws, regarding the granting and enforcement of permlts. (c) The director shall issue a permit if 􀁛􀁨􀁥􀀭􀁥􀁥􀁾􀁥􀁾􀁍􀁾􀁦􀁴􀁥􀁾 􀁾􀁒􀁥􀁾􀁝 : 11
17906 (1) the director determines that pretreatment facilities are aaequate for efficlent treatment of 􀁤􀁩􀁳􀁣􀁨􀁡􀁲􀁧􀁥􀁾 􀁷􀁡􀁳􀁴􀁥􀁛􀁾􀁝 and comply with the waste concentration level
reguirements of Section 49-100 or with national pretreatment scanaards, wnichever is applicable; or ill che applicant has submitted: '(A) an expected compliance date, l!l an installation
schedule of approved pretreatment aevices, (C) a self-monitoring program prepared in accordance witn all applicable Feaeral pretreatment standards promulgated by the Unlted States Environmental
Protection Agency; or􀀨􀀳􀁾 􀁛􀁾􀀥􀁴􀁝 applicant is not discharging waste in violation ot Section 49-100 other than excessive BOD or suspendea 􀁳􀁯􀁬􀁩􀁤􀁳􀁾􀁛􀀱􀀭􀁡􀁦􀁴􀀸􀁝 􀁛􀁾􀀳􀁲􀀭􀁡􀁾􀁾􀀥􀁾􀁥􀁡�
�􀁴􀁥􀀭􀁾􀁳􀀭􀁩􀁦􀁴􀀭􀁥􀁯􀁭􀁰􀀥􀁾􀁡􀁦􀁴􀁥􀁥􀀭􀁷􀁩􀁥􀁡􀀭􀁡􀁰􀁾􀀥􀁾􀁥􀁡􀁢􀂱􀁥 􀀡􀁥􀁥􀁥􀁾􀁡􀀥􀀷􀀭􀁓􀁥􀁡􀁥􀁥􀀷􀀭􀁡􀁦􀁴􀁤􀀭􀀥􀁥􀁥􀁡􀀥􀀭􀀥􀁡􀁗􀁓􀀭􀁡􀁾􀁤􀀭􀁾􀁥􀁾􀁾􀀥􀁡􀁥􀁾􀁯􀁦􀁴􀁓􀁾 (d) Permlcs
granted unaer this section are not cransterrQoie or assignable. 􀁾􀁡􀁴 􀁒􀁥􀁳􀁩􀁾􀁥􀁾􀁥􀁩􀁡􀁩􀀭􀁾􀁾􀁥􀁭􀁩􀁳􀁥􀁳􀀭􀁡􀁾􀁥􀀭􀁥􀁩􀁡􀁳􀁳􀀭􀁾􀁲􀁯􀁾􀁰􀀭􀁾􀁳􀁥􀁲􀁳􀀭􀁾􀁡􀁹􀁩􀁾􀁾􀀭􀁡􀁦􀁴 􀁴􀁾􀁡􀁾􀁾􀁥􀁲􀁩􀁡􀁩�
�􀁳􀁾􀁲􀁥􀀢􀁡􀁲􀁾􀁥􀀭􀁾􀁦􀁴􀁥􀁥􀁾􀀭􀁾􀁥􀁥􀁥􀁾􀁯􀁾􀀭􀀴􀀹􀀭􀁩􀁩􀀹􀀭􀁡􀁲􀁥􀀭􀁥􀁸􀁥􀁭􀁾􀁥􀁥􀁥􀀭􀀡􀁲􀁯􀁭 􀁥􀁦􀁴􀁩􀁓􀀭􀀵􀁥􀁥􀁥􀁩􀁥􀁦􀁴􀁾􀁝.. SECTION 6., That Section 49-108, "Denial of Suspension
of Permit," of CHAPTER 49, "WATER AND SEWERS," of the Dallas City Code, as amended, is amenaed to read as follows: "SEC. 49-108. DENIAL OR SUSPENSION OF PERMIT. (a) The director may
deny a permit if he determines that an applicant is not qualifieaunder 􀁾􀁥􀁣􀁴􀁩􀁯􀁮 49-107(c) and may suspend a permit 'if he aetermines that a permittee: (l) is not qualified under Section 49-l07(c); (2) has violated a provision of this article;
[or] (3) nas failed to pay a fee required by this 􀁣􀁨􀁡􀁰􀁴􀁥􀁲􀁾 12
· t.· ill pretreatment 17906· 832294 with the com liance schedule (b) After suspension under this section, a permittee may file a 􀁲􀁥􀁱􀁵􀁥􀁳􀁾 for reinstatement of the permit. When
the director determines that the permittee is 􀁡􀁧􀁡􀁾􀁮 qualified, all violations have been corrected, precautions have been taken to prevent future violations, and all required fees
have been paid, he shall reinstate the permit. (c) A permittee whose permit is suspended shall not discharge industrial waste into the sanitary sewer. (d) The director may amend a permit
with additional requirements to assure compliance with applicable laws and regulations." SECTION 7. That Section 49-112.1, "Sampling of Water," of CHAPTER 49, "WATER AND SEWERS," of
the Dallas City 􀁾􀁯􀁤􀁥􀀬􀁡􀁳 amended, is amended by adding a new subparagraph (c), to read as follows: "(c) The director shall conduct inspection, surveillance and monItorlng procedures
to determlne whether an lndus€rlal user is in compliance with applicable pretreatment standards and requirements. The inspection, survelllance, and monltoring must be independent of
information received from the self-monitoring reoorts program." SECTION 8. That a person violating a provision of this Ordinance, upon conviction, is punishable by a fine not to exceed
$200. SECTION 9. That CHAPTER 49, "WATERS AND SEWERS," of the Dallas City Code, as amended, shall remain in full force and effect, save and except as amended by this ordinance. 13
17906 SECTION 10. That the terms and provisions of this Ordinance are severable-and are governed by Section 1-4 of CHAPTER 1 of the Dallas City Code, as amended. SECTION 11. That this
Ordinance shall take effect immed iately trom and after its passage and pupli.cation in accordance with the provisions of the Charter of the City of Dallas, and it is accordingly so
ordained. APPROVED AS TO FORM: ANALESLIE MUNCY, City Attorney JUL 13 19S3 Passed and correctly enrolled __ 6531K/wp 14
-oil. . dallas water utilities City Halle Dallas, Texas 752n e 214/670-3146 November 1, 1993 CERTIFIED MAIL P 572 400 118 Mr. Ron Whitehead city Manager Town of Addison P.o. Box 144
Addison, Texas 75001 Dear Mr. Whitehead: Enclosed for your information is a copy of the Cost of Service study for 1993 and a copy of Dallas' Ordinance No. 21824 passed on September 22,
1993, adjusting rates for water and wastewater services provided by the city of Dallas. The new rates for' treated water, effective on October 1, 1993, are: -. Two-Part: Volume charge:
Demand Charge: $0.3111 per 1000 gallons $135,600 per MGD Flat: $1.1494 per 1000 gallons Dallas Water utilities will continue reviewing the adequacy of rates and perform annual cost of
service:· studies. Contracts with certain customers require a specific notice in advance of a revision in rates while others do not. However, we want to be sure that all customers receive
the same information. Therefore, please consider this letter as our notice of intent to revise rates on or about October 1, 1994, to cover the cost of treated water service. The amount
of that revision will be determined cooperatively with your participation invited during the coming months. We will keep;,you informed as we progress. If there are any questions or if
you ne,,;; ,-csistance, please call me or David Ryburn. a" .. l'tiJ Michael S. Marcotte I • r Director trl enclosure: Ordinance No. 21824 1993 Cost of Service study c: Randy Moravec,
Director of Finance Addison John Baumgartner, Director of Public Works Addison A city utility providing Dallas with water purification and distribution, waste water collection and treatment
',. dallas water utilities City Hall. Dallas, Texas 752n • 214/670-3146 -November 1, 1993 CERTIFIED MAIL P 572 400 108 Mr. Ron Whitehead City Manager Town of Addison P.o. Box 144 Addison,
Texas 75001 Dear Mr. Whitehead: Enclosed for your information is a copy of the Cost of Service study for 1993 and a copy of Dallas' Ordinance No. 21824 passed on September 22, 1993,
adjusting rates for water and wastewater services. The 􀁲􀁾􀁥 for wastewater service is $1.1470 per 1000 gallons and applies ti both metered and unmetered wastewater customers. An infiltration
and 􀁾􀁮􀁦􀁬􀁯􀁷 adjustment factor of 15.7% will be applied to the winter month's consumption average total to determine the billable volume for unmetered wastewater flow. The new rates
are effective October 1, 1993. Dallas Water utilities will continue reviewing the adequacy of rates and perform annual cost of service' studies. Contracts with certain customers require
a specific notice in advance of a revision in rates while others do not. However, we want to be sure that all customers receive the same information. Therefore, please consider this
letter as our notice of intent to revise rates on or about October 1, 1994, to cover the cost of providing wastewater service. The amount of that revision will be determined cooperatively
with your participation invited during the coming months. We will keep you informed as we progress. If there are any questions or if you ne 􀀭􀀮􀀬􀁾􀂧􀁳􀁩􀁳􀁴􀁡􀁮􀁣􀁥􀀬 please call me
or David Ryburn. ,-"::"'0'.':.:-:,: Michael S. Marcotte Director trl enclosure: Ordinance No. 21824 1993 Cost of Service Study c: Randy Moravec, Director of Finance Addison John Baumgartner,
Director of Public Works Addison A city utility providing Dallas with water purification and distribution, waste water collection and treatment
CITY OF ADDISON ADJUSTED FLOW WEIGHTED CALCULArIONS-For March 1993 to October 1993 PREVIOUS CALCULATIONS ADJUSTED CALCULATIONS MONTH AVG. TSS AVG. BOD AVG. TSS AVG. 800 MARCH 1993 APRIL
1993 MAY 1993 JUNE 1993 JULY 1993 AUGUST 1993 SEPTEMBER 1993 OCTOBER 1993 '--"--292 268 ....-231 226 --293 285 247 267 273 270 194 202 267 196 432 188 275 277 219 229 I 271 295 260 330
272 335 195 202 231 210 ..", 377 212 MONTHLY AVG. 278.6 237.8 262.5 261.3 TSS DIFFERENCE BOD DIFFERENCE -16.1 DECREASE 23.5 INCREASE * All values are reported in mg/L.
SE."JT BY: DWU \.'1 ;10-26-93; 14:16; CITY OF ADDISON K.SI 􀁐􀁁􀁌􀁓􀁾􀁛􀁮􀁤􀁵􀁳􀁴􀁲􀁬􀁡􀁬 Waste UIV;; 􀁾􀀡 4 800 􀀷􀀰􀀰􀁾􀀭 600 500"·' .-..-J Ol 400' E 300 200 Data in Question􀁾 '.
a:: 􀀴􀀬􀀬􀁾 .... 􀁾􀁯 􀁾􀀸􀀭􀁳􀁥􀁾􀀧􀁔 􀀱􀀰􀁾􀁓􀁥􀁰 􀀱􀀱􀀲􀁾􀁓􀁥􀁰 1-􀀱􀀴􀁾􀁳􀁥􀁰 􀁲􀀭􀁾􀀶􀁾􀁳􀁥􀀧􀁰 09-Sep 11-Sep 13-Sep 15-S'ep DATE 􀁾􀀧􀁾􀁓􀁾􀀫 :. 1.:£Iit;\)" ; ,BOD;, 􀀻􀀩􀀮􀀺􀀮􀀢􀀢􀁾􀀧􀀺􀀭􀀢􀀢
􀀧􀀾􀀻􀀧􀀧􀀺􀀧􀀮􀀭􀁪􀀺􀀮􀁾􀀮􀁊􀀱
SENT BY:DWU ;10-26-93 i 14:16 i CITY OF ADDISON BRANCH 􀁐􀁁􀁌􀁓􀁾􀁬􀁮􀁤􀁵􀁳􀁴􀁲􀁬􀁡􀁬 Waste Dlv;# 4/4 500 .. '.'..._--􀀴􀀵􀀰􀁾􀁛􀀭􀁾􀁾 II I 4001·-350 300'-200 .. 150 /1.7 100 ,0'__"'
_. _ I 􀀵􀁾􀀸􀁟􀁓􀁥􀁰 I 􀀭􀁾􀁏􀀭􀀭 Isep 􀀱􀀱􀀲􀁾􀁉􀀻􀁥􀁰 114 􀀭􀀭􀁉􀁾􀁥􀁰 116-=Sep 09-Sep 11-Sep 13-Sep 15-S'ep DATE Orss,:-·I·"80D'
SENT BY:DWU ;10-26-93 i 14:16 i 􀁲􀁁􀁌􀁓􀁾􀁬􀁮􀁤􀁵􀁳􀁴􀁲􀁬􀁡􀁬 waste 􀁕􀀱􀁖􀁩􀁾 􀁾􀁦 􀁾 CITY OF ADDISON ACADEMY 100 500 600--400 -I 􀁾􀁾􀀷 --. C) E 300 .., Z􀀲􀀮􀁾 200,·-􀁾􀁾􀁾􀁓􀀻􀀭􀀱􀀱􀀰􀁾􀁳􀁥􀁰􀁔
12-'Sep 􀀱􀀱􀀴􀁾􀁓􀁥􀁰􀀭􀁉􀀭􀀱􀀶􀀭􀁓􀁥􀁰 OS-Sep 11-Sep 13-Sep 15-Sep DATE RTSS t'BO[}f(· z
,' .., 􀁲􀀢􀀧􀀻􀀺􀀢􀀢􀀧􀁾􀀭􀂭 " ,/\...􀁾􀁾􀀮 \ DATE 􀁊􀁢􀀭􀁁􀁾 TIME q:@o TELEPHONED 0 RETURNED YOUR CALL·· 0 WILL CALL AGAIN o CAME BY TO SEE YOU 0 􀁾􀁁􀁌􀁌􀁅􀁄 FQR AN 􀁁􀁐􀁾􀁏􀁉􀁎􀀫􀀮􀁍􀁅􀁎􀁔
'Y.....,==--I I" \.v' I ...... 􀁖􀀧􀁾􀀧􀁖􀀧 Po J f' BY C{]6 􀁾􀁾
[J,-t,t-k ' ,£j-!;'p ./p-􀀱􀁾􀁣􀀻􀁦 "/' • , ,-VV-f1 7 7QtI ...£fC·"" ftp(j 'flt}l/' . "Z '/'-P (ftCl'PJ>{,'. ), #< .... DATE" TRANSMITTAL MEMORANDUM " ,> TO: 101.1;; -􀁾􀁾􀁅􀁐􀁔􀀮 􀁾􀀧􀁴
FROM: DEPT, oInvestigate and Report o PerYour Request oTake Appropriate Action oFor Your Information OSee Me oFile oPrepare Reply for my Signature oYour Recommendation oRead and Return
o􀁾􀁥􀁱􀁵􀁥􀁳􀁴 Approved oFor Your Approval oRequest Denied oAttach File and Return oSignature COMMENTS: 􀁾􀀭 c1?fllJ ,/)'1,5 ""Z..--4c fa M7(115 aJ tN# 􀁾 B-tl· . J/, -I? ,0' IJ-6 (J
.-tr{ 􀀭􀁉􀁾􀀨􀀩􀀱􀀮 􀁾 ......,., 􀁤􀁇􀀾􀁾􀀢 t II ',' .." I -pI l/1' , 􀁗􀀡􀁾􀁯􀀺.􀀧"J􀀢􀁚􀀮, '--w:i1re , 1-1 􀁢􀁾􀂷􀀬􀀢􀀢􀀭􀀡􀀢􀁦􀁉􀁃􀀨􀁊􀀺􀁏􀀯 -.JI.£ <;.?4' tl -11' 􀁾J􀀭􀀻􀁾 ,:..:.
b t '." . .!. SIN 750.036·041 SUP·01607
WATER MODELING RESULTS FOR PRV STATIONS FOR TOWN OF ADDISON DWU-FRANCHISE-AREA CUTOVER LOCATION Celestial at Bellbrook (PRV's in bypass on 12" WL) Royal Drive at Oaks North (PRV's in
bypass on 8" WL) Beltline Road (PRV inline on 8" WL) MINIMUM PRESSURES PRV Size 4-in 2-in 6-in 2-in 6-in 2-in CASE A Flow(gpm) 542 145 687 1,261 130 1,391 1,755 n/a 1,755 36 psi CASEB
Flow(gpm) 676 175 851 201 52 253 272 n/a 272 40 psi CASE A -3,500 gpm Fire Flow at Town Hall area CASE B -1,000 gpm Fire Flow on Bellbrook PRV CAPACITY RATINGS (CLA-VAL Series 90-01)
Capacity 6-in 4-in 2-in Minimum Flow 115 50 15 Normal Maximum Flow 1800 800 208 Maximum Intermittent Flow 2500 1000 260
-486 ,-488502 408 406 Cl oo􀁾zz..... 􀁾 lDov 436 􀀭􀁾􀀺􀀭􀀻􀀭􀀻􀀺􀀭􀁾􀁾􀀭􀀭􀀭􀁥􀀭404 __ CELESTI AL 􀁦􀁪􀁧􀁾􀁐􀁒􀁖􀁾 \JR.\! MQDfL -73S' Hbl 􀁾􀁌􀁴􀁣􀁥􀁤 PveSSUfe 􀁾􀁏􀂭 C1l5e A-?Goo .9pm
Are Row 1111 IOwV1 l-tall Od'€CL C,o.Se B -J 000 3-P'fY\ 􀁾􀁲􀁥 FIDuJ OVl Sel\ broDIL. ,IIIIIIIII _______ .JI oN l'1 􀁾􀀳􀀱􀀱 ---------, IN .) )􀁾􀀴􀀹􀀰EMa ESPEY. KJSTON & ASSOCIATES.It£
ENjIl£EllIlll , ENVIIOtENTtt. IDQl.TANTS 􀁾􀀮􀀮􀀮 ,,& LOOP 3iO SOUTM -P.O. BOll 511 AUSTIN. TEXAS -1ITfiT -(5121 321",,"40 DATE: 8-25-93 BY.SR JOB: PROJECT NO: 15037 CAD FILE: ADDWM2
TITLE: PAGE: ADDISON WATER MODEL EXHIBIT 2 \ -:------..-._-.. \
--------..􀀮􀀮􀀭􀁾...._ ..􀁟􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀁾􀀭􀁟....-.._---...-_._-_.-_... _ ..j \ 4 8 406 421 c.o .t> a N "f .t> <104 CELESTIALPUMP I> STAT JON--., • 506· 50<1--• 504 502 -BEL TL
1 NE-• 502 " 9'6' "f 0 co c.o ..-"T If) <182 tTltTl􀀬􀀬􀁾If) '" w II) 0:: <:t 0 r/o'0 432 LL <186 r 480 􀁾 <D w 484 '" ::><:: <158 461 N«tTl -.J "f 528 488 430 533 490 490 470 otTl 532
L() 528 CELESTIAL PUMP STATION --6 '1 a 􀁜􀀯􀀴􀀱􀁜􀁾 􀁾􀁥􀀧􀀯􀁤􀀮􀁥 524 I II 'r-........._+-..... I I II : t.D\$.COY1:Vle£+j : c 􀁦􀁬􀁯􀁾 Ifill I 􀀭􀁾􀁾 I 􀁶􀁾 I I I I I I I I I I I
I I I I 300 I f I I 6 I I I I 1 I I I I I I 1 , 146 (!II IW'z138\I I 133-, ---J ]-+_--,--1􀀢􀀬􀀭􀀬􀀳􀀳􀁾__􀀻􀀬􀀮􀀮􀀮􀀮􀀭􀁟􀀭􀀭􀀺􀀺􀀺􀀭􀀺􀀺􀀺􀀭􀀻􀀭􀀭􀀽􀀱􀁾􀁾􀁾__􀀭􀁴􀁾1:C I BEL TL 1NE
108 I U 110 If-'f '<{I -.:;: A4 ,...:::I fl\...... s::=: EXHIBIT 1 .... _----------MATCHLINELEGEND( I N 􀀱􀁾􀀭􀀴􀀧􀀭􀀧 N I 1 ?() I ; !*387I 􀀧􀀭􀀭􀀭􀁊􀀾􀀭􀀮􀀮􀀭􀀮􀀮􀀮􀀮􀀬􀀻􀀮􀁾􀀢􀀢􀀧􀀩
I ------------------------..,Ii { .J , . I . i j i J 􀁲􀀧􀁾I iLJ ---._---,.. _--.-'f-I
10 408 ... o 􀁀􀀬􀀱􀁾􀀴􀀰􀀶 ?f.-v -All 􀁁􀀱􀁾􀁲􀁖􀁜􀁣􀀻􀁲􀁨􀁵􀁦􀁳 CELEST I AL 􀁾􀂥􀁾 ION .,.-...,. AL-r.B 502 502 CELESTIAL PUMP STATION .387 340 300 II ,III '---------------------􀁾
: ___________________ J 􀀺􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀳􀀳􀀰􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 : -----------------, I 138 108 110 BEL TL INE 􀁾 A4 •@􀁰􀁾Uef:. It-..! f3.uJ:IF I (AVb.. DAy fX1N\A'ND) f/rl...\J
5fM1 DW ---&(x/nJ 􀁃􀁄􀁎􀀱􀀱􀀩􀁌􀁈􀁾.. --------SE-E-E-X-HI-B-IT-1---------MATCHlINE 􀁟􀀮􀁾􀀳􀀮􀁣􀀮􀀮􀁟C 􀁾 332 441 LEGEND EXISTING. WATER TRANSMISSION MAIN WITH PIPE NUIeER EXISTING
WATER DISTRIBUTION MAIN WITH PIPE NUleER PROPOSED WATER MA IN NODE NUIeER (TYP.) 400 200 o 400 .l.K.,JO E.-sa ESPEY,ltJSTlJI a ASSOCIATES, IN:. _'_illIDI!ll.TMTS 􀁾 .... UICP 􀁾 IClmI
-".0.. .. I" _n•• ,.... -"'" -"'" ..,_ DATE. 8-25-93 BY•SR JOB. PROJECT NO. 15037 CAD FILE. ADDWIQ TITLE. IPAGE. ADDISON WATER MODEL EXHIBIT 2
dallaswaTer UTiliTies City Hall. Dallas, Texas 752n. 214/670-3146 August 24, 1993 '1)1 Dear Keith: I ·appreciate everyone's assistance in. 􀁣􀁯􀁭􀁰􀁬􀁥􀀱􀀺􀁩􀀮􀁲􀁩􀁾􀁾􀁾􀁴􀀱􀀺􀁬􀁴􀀺􀁩􀁲􀁩􀀮􀀢􀀬
Pleasevcall me at· 670-5888 if you havefany;:@es;b±;onS4:'a Siricerely ,. .·...􀀼􀀺􀁆􀀼􀁊􀂷􀁾􀁜􀀬􀀻􀁾􀁄􀀱􀀻􀀱􀁩􀁦􀂷􀁦􀀺􀁟􀂷􀁩􀁆􀁪􀀻􀀺􀀵􀀧􀂷􀀺􀀧 ',".􀁾 ;:> , '-',' .. '., . .<'''.·..􀀧􀀮􀀢􀀺􀂷􀀮􀁾􀀬􀀮
􀁦􀀺􀀧.􀁾.􀀢􀀮..􀀧.:􀁾.:.,:•.􀁾􀀮􀀬􀀺􀀧..•'t.i::.·.•,·(.;.:.·.;'.·,;.:.·•.􀁾􀀬􀂷􀀧􀀮􀀺􀀬􀀢.,.·.'.:;.·,'.,f..:.,..;;.,',;:..: 􀀧􀀮􀂷􀁾􀀭􀀬􀀺􀁦􀀮􀁴􀁾􀀺􀀬􀁾􀀮􀀧􀀬􀀮􀀺􀀬􀀮􀀭..􀀺􀁾􀀧􀀮􀀻􀀺􀀬􀀮􀁾.••􀀧􀀺..,
.',:.:•,.<.:.1;a,.. " 􀀮􀀬􀁾 -. .􀀺􀀮􀁾􀀧􀀬􀁉􀀮􀀺􀀱􀂷􀀧􀀮.􀀬􀀻􀀺􀀢􀀧􀁜􀀺 Mr. Keith Thompson utilities Superintendent Town of Addison P.o. Box 144 Addison, Texas 75001 T6riia·R. Cason
,Administrative Assistant Wholesale Services Division enclosure :.,',,-:.: .. ',-.. 􀀻􀀧􀀻􀁾􀁡􀁾􀁩􀁊􀀬􀁾􀁾􀁾􀀥 . ;-..."􀀺􀀺􀀺􀀾􀁩􀀺􀁜􀁾􀀻􀁾􀁾 .'fl'" A city utility providing Dallas with
water purification and distribution, waste water collection and treatment
RATE SI'RUCIURE cnn>ARISONS -DALIAS AND a.JSItJomR CITIES (Typical Resident -5/8" meter) ADDISON CARROIL'ItlN CEDAR IITLL a:x::::KRElL IITLL '!HE OO!OOY WATER Rates Effective 12-89 10-91
9-90 10-92 1-91 Minimum Olarge $8.10 $8.13 $6.50 $11.00 $10.00 Volume Included 2,000 gal 2,000 gal 1,000 gal 1,000 gal 2,000 gal Volume Olarges 1st block 2,001+ gal 2,001-50,000 gal
1,001-50,000 gal 1,001+ gal 2,001-15,000 gal rate per 1000 gal $1.62 $3.19 $2.61 $1.974 $2.40 200 block 50,001-100,000 gal 50,001+ gal 15,001+ gal rate per 1000 gal $1.56 $2.55 $2.90
3rd block 100,001+ gal rate per 1000 gal $1.41 SEWER Rates Effective 12-89 10-91 9-90 10-92 1-91 Minimum Olarge $6.50 $7.76 $6.50 $7.00 $10.00 Volume Included 2,000 gal 2,000 gal 1,000
gal 1,000 gal 2,000 gal Volume Olarges 1st block 2,001+ gal 2,001+ gal 1,001+ gal 1,001+ gal 2,001+ gal rate per 1000 gal $2.36 $1.63 $3.52 $1.555 $2.00 Maximum Billed 10,000 gal 15,000
gal 10,000 gal none none Basis for sewer 100% wtr cons winter average winter average 100% wtr cons avg of 3 lCMest Olarges (Dec-Mar) (3 lCMest oonths, winter oonths Dec-Mar, used) Page
1 (8-93 )
RATE STRUCIURE CXK'ARISONS -DALIAS AND aJSKMER CITIES (Typical Resident -5/8" meter) <X>PFELL DALIAS OCWCID #6 DENroN DESOIO WATER 3/4" meter Rates Effective 4-92 10-92 10-92 10-92 8-92
Minimum Charge $8.00 $1.54 $8.05 $8.80 $7.93 Volume Included 1,000 gal none 2,000 gal none 1,000 gal Volume Charges 1st block 1,001+ gal 0-4,000 gal 2,001-30,000 gal 0-15,000 gal 1,001+
gal rate per 1000 gal $2.60 $1.00 $3.00 $2.40 $2.04 2m block 4,001-10,000 gal 30,001+ gal 15,001-30,000 gal rate per 1000 gal $1.63 $3.50 $3.35 3rd block 10,001+ gal 30,001+ gal rate
per 1000 gal $2.15 $4.20 (Winter Rate: Nov-Apr, $2.40 for all volume) SEl'lER Rates Effective 4-92 10-92 10-92 10-92 8-92 Mi.nim.mt Charge $8.00 $1.90 $9.00 $5.00 $5.97 Volume Included
1,000 gal none 2,000 gal none 1,000 gal Volume Charges 1st block 1,001+ gal 0-40,000 gal 2,001+ gal all 1,001+ gal rate per 1000 gal $1.80 $2.58 $2.00 $1.90 $2.23 Maximum Billed 14,000
gal 40,000 gal none 30,000 gal none Basis for sewer 100% wtr cons lesser of WMA or 100% wtr cons 98% wtr cons winter avg C1larges (up to 14,000 actual cons (winter avg used gallons)
Mar-Nov, actual cons used Dec-Feb) Page 2 (8-93)
RATE SI'RUCI'URE CGiPARISONS -DALlAS AND aJS'KMER CITIES (Typical Resident -5/8" I'leter) DUNCANVIlLE FARMERS BRANClI F'I.£MER M:lUND GLmN HEIGHI'S GRAND PRAIRIE WATER Rates Effective
10-92 10-92 10-85 11-92 10-91 Minimum Charge $7.00 $6.95 $14.62 $17.50 $4.76 Volune Included 2,000 gal 2,000 gal 2,000 gal 1,000 gal none Volune Charges 1st block 2,001+ gal 2,001-10,000
gal 2,001+ gal 1,001+ gal all rate per 1000 gal $2.60 $2.05 $2.10 $3.50 $2.17 2m block 10,001-20,000 gal rate per 1000 gal $1.89 3rd block 20,001+ gal rate per 1000 gal $1.85 (SUInner
Rate: Jun-sept, $2.88 over 15,001+ gal) SEl'lER Rates Effective 10-92 10-92 10-85 11-92 10-91 Minimum Charge $3.80 $6.79 $9.92 $27.50 $3.11 Volune Included none 2,000 gal 2,000 gal 1,000
gal none Volune Olarges 1st block all 2,001-10,000 gal 2,001+ gal 1,001+ gal all rate per 1000 gal $3.70 $0.93 $2.48 $3.50 $2.16 If 10,001+ gal, flat rate of $14.23 Maximum Billed none
10,000 gal none none 15,000 gal Basis for sewer 90% wtr cons 100% wtr cons winter avg winter avg winter avg Olarges (3 lowest lOOnths, (Nov-Feb used) Nov-Feb, used) Page 3 (8-93)
RATE SI'RUCIURE <rMPARISONS -DALIAS AND CUSIQo1ER CITIES (Typical Resident -5/8" meter) HIGIll.AND PARK HUI'CHINS IRVlNG IANCASI'ER LEWISVILLE WATER Rates Effective 10-91 9-91 10-92
10-92 10-91 Mi.niJmJm Olarge $5.00 $8.50 $5.00 $11. 73 $11.55 Volume Included none 2,000 gal 3,000 gal 1,000 gal 2,000 gal Volume Olarges 1st block all 2,001+ gal 3,001+ gal 1,001+ gal
2,001+ gal rate per 1000 gal $1.49 $3.40 $2.00 $1.66 $2.35 (summer Rate: (summer Rate: 0-12,000 gal $1.49 June-sept, $2.15 13,001+ gal $1.89) over 20,001+ gal) SEWER Rates Effective
10-91 9-91 10-92 10-92 10-91 Minimum Olarge $5.00 $5.00 $3.08 $9.03 $7.00 Volune Included none 2,000 gal 2,000 gal none 2,000 gal Volume Olarges 1st block all 2,001+ gal 2,001+ gal all
2,001+ gal rate per 1000 gal $1.29 $2.25 $1.77 $3.79 $2.62 Maxinum Billed none none none none none Basis for sewer 100% wtr cons 100% wtr cons winter avg 95% winter avg winter avg <l1arges
(Jan-Mar used) (Jan-Mar used) (Dec, Feb, Mar used) Page 4 (8-93)
RATE STRUCI'URE a::MPARIsoNS -DALIAS AND aJS'It:MER CITIES (Typical Resident -􀁾􀀯􀀸􀀢 meter) MESQUITE RIamRDSON SF.AGOVll.aLE UNIVERSI'IY PARK WilMER WATER Rates Effective 9-92 10-91
9-92 3-91 8-92 Mi.nim..Dn C1large $4.65 $6.00 $8.58 $6.55 $10.00 Volume Included 1,000 gal none 2,000 gal 2,000 gal 2,000 gal Volume C1arges 1st block 1,001+ gal 0-11,000 gal 2,001+
gal 2,001-11,500 gal 2,001+ gal rate per 1000 gal $1.81 $1.4527 $2.09 $2.05 $3.00 2m block 11,001-20,000 gal 11,501+ gal rate per 1000 gal $1.5570 $2.60 3rd block 20,001-40,000 gal (Winter
Rate: rate per 1000 gal $1.6380 Dec-May, $2.05 for all volmne) 4th block 40,001-60,000 gal rate per 1000 gal $1.9570 5th block 60,001+ gal rate per 1000 gal $2.07 SEWER Rates Effective
9-92 10-91 9-88 10-92 8-92 Minimum C1arge $6.80 $5.95 $8.92 $13.48 $12.00 Volume Included 1,000 gal none 2,000 gal 2,000 gal 2,000 gal Volume Charges 1st block 1,001+ gal 0-11,000 gal
2,001+ gal 2,001+ gal 2,001+ gal rate per 1000 gal $1.66 $1.1348 $3.05 $2.00 $3.00 2m block 11,001+ gal rate per 1000 gal $2.25 Maximum Billed 8,000 gal 16,000 gal (st.nnner) none none
none Basis for sewer 100% wtr cons 85% wtr cons winter avg winter avg 100% wtr cons Olarges (Dec-Feb used) (Nov, Dec, Jan) Page 5 (8-93)
RATE SI'RUCIURE <:X:MPARISONS -DALlAS AND aJS'IG1ER. CITIES (CClnnercial -2" meter) ADDISON CARROLL'IOO CEDAR IITLL <X>CKREl.L IITLL '!HE CDIDNY WATER Rates Effective 12-89 10-91 9-90
10-92 1-91 Mi.nim.nn O1arge $118.55 $15.29 $6.50 $12.00 $10.00 Voltmle Included 37,000 gal 2,000 gal 1,000 gal 1,000 gal 2,000 gal Voltmle O1arges 1st block 37,001+ gal 2,001-50,000
gal 1,001-50,000 gal 1,001+ gal 2,001-15,000 gal rate per 1000 gal $1.62 $3.19 $2.61 $1.974 $2.40 2m block 50,001-100,000 gal 50,001+ gal 15,001+ gal rate per 1000 gal $1.56 $2.55 $2.90
3rd block 100,001+ gal rate per 1000 gal $1.41 SEWER Rates Effective 12-89 10-91 9-90 10-92 1-91 Minimum Olarge $88.90 $11.77 $6.50 $7.00 $10.00 Volunwa Included 37,000 gal none 1,000
gal 1,000 gal 2,000 gal Volune O1arges 1st block 37,001+ gal all 1,001+ gal 1,001+ gal 2,001+ gal rate per 1000 gal $2.36 $1.63 $3.52 $1.555 $2.90 Basis for sewer 100% wtr oons 100%
wtr oons 100% wtr oons 80% wtr oons 100% wtr oons Olarges Page 1 (8-93)
RATE SIRUCIURE CJ:It1PARISONS -DALlAS AND aJS'Ia-mR CITIES (Cc::I'm1ercial -2" meter) CDPPElL DALlAS OCWCID #6 DENroN QESOro WATER Rates Effective 4-92 10-92 10-92 10-92 8-92 Minimum
Charge $21.50 $9.99 $11.05 $28.85 $41.21 Voltnne Included 1,000 gal none 2,000 gal none 1,000 gal Voltnne Charges 1st block 1,001+ gal 0-10,000 gal 2,001-30,000 gal all 1,001+ gal rate
per 1000 gal $2.60 $0.96 $3.32 $2.65 $2.04 . 200. block 10,001+ gal 30,001+ gal rate per 1000 gal $1.13 $3.50 SE1'JER. Rates Effective 4-92 10-92 10-92 10-92 8-92 Minimum Charge $8.00
$1.90 $13.00 $13.00 $5.97 Voltnne Included 1,000 gal none 2,000 gal none 1,000 gal Voltnne Charges 1st block 1,001+ gal All 2,001+ gal all 1,001+ gal rate per 1000 gal $1.80 $1.43 $2.00
$2.45 $2.23 Basis for sewer 100% wtr cons 100% wtr cons 100% wtr cons 80% wtr cons 100% wtr cons Olarges Page 2 (8-93)
RATE SIRUCIURE a::MPARISONS -DALIAS AND aJS'KMER CITIES (Cclnrnercial -2" meter) DUNCANVILLE FARMERS BRANCH FI..CMER KXJNI) GLENN HEIGRI'S GRAND PRAIRIE WATER Rates Effective 10-92 10-92
10-85 11-92 10-91 MiniJmJm Olarge $7.00 $15.53 $61.24 $17 .50 $13.80 VollDTle Included 2,000 gal 2,000 gal 2,000 gal 1,000 gal none VollDTle Cbarges 1st block 2,001+ gal 2,001-10,000
gal 2,001+ gal 1,001+ gal all rate per 1000 gal $2.60 $2.05 $2.10 $3.50 $1.58 2m block 10,001-20,000 gal rate per 1000 gal $1.89 3rd block 20,001+ gal rate per 1000 gal $1.85 Sa-lER
Rates Effective 10-92 10-92 10-85 11-92 10-91 Minimum Olarge $3.80 $6.79 $9.92 $27.50 $3.11 Volume Included none 2,000 gal 2,000 gal 1,000 gal none Volume Olarges 1st block all 2,001+
gal 2,001+ gal 1,001+ gal all rate per 1000 gal $3.70 $0.93 $2.48 $3.50 $1.98 Basis for sewer 85% wtr cons 100% wtr cons 100% wtr cons 100% wtr cons 80% wtr cons Charges Page 3 (8-93)
RATE SI'RUCllJRE CXIo1PARISONS -IlALIAS AND aJS'KMER CITIES (COn1ltP.Icial -2" lOOter) MESQUITE RICHARDSON SFN:DV!LLE UNIVERSI'IY PARK WIlMER WATER Rates Effective 9-92 10-91 9-92 3-91
8-92 Min.imLml Olarge $4.65 $6.00 $33.22 $11.60 $12.00 Volume Included 1,000 gal none 2,000 gal 2,000 gal 2,000 gal Volume Olarges 1st block 1,001+ gal 0-11, 000 gal 2,001+ gal 2,001-11,500
gal 2,001+ gal rate per 1000 gal $1.81 $1.4527 $2.09 $2.05 $3.25 2m block 11,001-20,000 gal 11,501+ gal rate per 1000 gal $1.5570 $2.60 3rd block 20,001-40,000 gal (winter Rate: rate
per 1000 gal $1.6380 Dec-May, $2.05 for all volune) 4th block 40,001-60,000 gal rate per 1000 gal $1.9570 5th block 60,001+ gal rate per 1000 gal $2.07 􀁓􀁾 Rates Effective 9-92 10-91
9-88 10-92 8-92 Mini.na.un <llarge $6.80 $5.95 $8.92 $13.48 $15.00 Volume Included 1,000 gal none 2,000 gal 2,000 gal 2,000 gal Volume Olarges 1st block 1,001+ gal 0-11,000 gal 2,001+
gal 2,001+ gal 2,001+ gal rate per 1000 gal $1.66 $1.1348 $3.05 $2.00 $3.25 2m block 11,001+ gal gal rate per 1000 gal $2.25 Basis for sewer 100% wtr cons 100% wtr cons 100% wtr cons
winter avg 100% wtr cons Charges {Nov-Jan used) Page 5 (8-93)
RATE Sl'RUCI'URE 􀁣􀁮􀁮􀀾􀁁􀁒􀁉􀁾􀁓 -DALlAS AND aJS'R:'MER CITIES (Ccmnercial -2" meter) IRVING IANCASI'ER LEHISVTILE 10-92 10-92 10-91 $5.00 $82.82 $51.88 3,000 gal 1,000 gal 2,000
gal 3,001+ gal 1,001+ gal 2,001+ gal $2.00 $1.66 $2.35 (Stmmer Rate: JUne-sept, $2.05 over 20,001+ gal) HIGHIAND PARK HUlOIINS WATER Rates Effective 10-91 9-91 M:iniJIl.nn Cllarge $5.00
$8.50 Volume Included none 2,000 gal Volume Olarges 1st blcx:::k all 2,001+ gal rate per 1000 gal $1.49 $3.40 (Stmmer Rate: JUn-Nov, 0-12,000 gal $1.49 13,001+ gal $1.89) SmER Rates
Effective 10-91 9-91 Min.im.Jm Cllarge $5.00 $5.00 Volume Included none 2,000 gal Volume Cllarges 1st blcx:::k all 2,001+ gal rate per 1000 gal $1.29 $2.25 Basis for sewer 100% wtr cons
100% wtr cons Cllarges 10-92 $16.51 10,000 gal 10,001+ gal $1.84 100% wtr cons 10-92 10-91 $9.03 $7.00 none 2,000 gal all 2,001+ gal $3.79 $2.62 90% of volume if 100% wtr cons separate
irrigation meter 95% of volurre if no separate irrigation meter Page 4 (8-93)
􀁾􀀮􀁾 r􀁁u􀁾J􀁄􀁷INsooFN UTILITIES DEPARTMENT PQst Office Box 144 Addison, Texa. 75001 08/03/93 􀁾 􀀯􀁾􀁇 j:J/ld/l<; IJ--. 1/1-1T/o--S (214) 450-2879 16801 Westgrove MEMO TO Espey,
Huston & Associates, Inc FROM: John Baumgartner, Dir. Public Works RE: Water account classification totals Single-family Residential = 886 Multi-family Residential = 91 Commercial Accounts
= 461 Includes Commercial large & small Industrial Large & small Hotel/Motel Irrigation Accounts = 617 Includes Irrigation large & small TOTAL ACCOUNTS -2,055 The above totals do not
take the "Franchise Area" into account. JB:dw cc:John Baumgartner file
.;. . WATE:. WORKS 2 • Owned by Town of Addison Operat:ea-by Town of Addison Mgr. of Utilities Donald Preece I 3850 I7061J I I Ina 11180 I I 4000 17000 I I 1780 11180 I I?Jll 1500 =1'!-2_OO_--+11_9O_
_l__-:-__ 􀁾 ,. I _.... ,, ,ic I I H I I ne 17" 112" I 12" 120" I I ci.en'l: 0 10 I I ! 0 10 I ! Ius MJtors I Reli.aDce i Surveyor ICelestial I Allis Ingersoll Cha1JIEs Rand ny 3 I 3
I or tv_o. e 􀀬􀁬􀀻􀁾􀁗􀁾􀀢􀀮 I nstalled lQ7Q 11988 I ion I excellentl new I I POWER: Make HP FL RPM Volts How rna Model Year i 􀁃􀁯􀁮􀁤􀁩􀁾 RP!-! -Rated RPM -􀁾􀀧􀀡􀁯􀁴􀁣􀁲 FL G?M -Rated
G?M -Tested G?M -Estimated Head -Rated Head -Actual Disch. psi Stat Disch. psi Dynam Suc-::ion -L or Dia. Sucti.on 􀁌􀁾 Dia. !:lisen Line % Ca.pacity 􀁄􀁥􀁦􀁾 % Belew 500 G:?!'-􀁾􀀮􀁁􀁋􀁅
PUMPS: Remarks: Both pUffin stations are automatic. Thev are checked at least two times daily. There is remote instrumentation located in the Addison Service Center that is constantlv
monitored.
r utilities City Hall. Dallas, Texas 752n. 214/670-3146 July 30, 1993 Mr. Ron Whitehead Town Manager Town of Addison P.o. Box 144 Addison, Texas 75001 . Dear Mr. Whitehead: Enclosed
for your review is a draft of the 1993 Cost of ServiceStudy. The cost study was completed on June 24, 1993, at the final meeting of the Water and Wastewater Wholesale Customer Rate RevieW
Subcommittees. A discussion of the study will be conducted at a Joint Water and Wastewater Management Advisory Committee Meeting to be held in l?lte August 1993. The Cost of Service
study for wholesale treated water indicates an increase in rates is needed as shown on the attached summary. This copy of the Cost of Service study is provided ·for your review. Your
comments are needed no later than August 30, 1993. The Cost of Service study will be presented to Dallas City Council for approval during the month of September. As always, if any portion
of the study needs clarification, we are prepared to meet with you to explain the details. As in previous years, the 1993 Cost of Service study reflects the participation and contributions
made by the following individuals who served on the Water Cost of Service Subcommittee: Ralph. Chairman, Assistant city Manager, City of Irving Bob S·· irector of Finance, City of Carrollton
Bob Lector of Utilities, City of Duncanville sophr,ohnson, Revenue Manager, city of Grand Prairie Steve Behus, Director of Public Services, City of Lewisville Howard Martin, Director
of Environmental Operations and Financial Administration, City of Denton Gordon Mayer, Director of Public Works, City of DeSoto Steve Carpenter, Assistant City Manager, City of Farmers
Branch A city utility providing Dallas with water purification and distribution, waste water collection and treatment
July 30,1993 Mr. Ron Whitehead Page 2 f{ If you have questions or need additional information, please contact me, Jody Puckett, Deputy Director of Planning, at 670-3861, or Dave Ryburn,
Manager of Wholesale Services, at 670-5886. Sincerely, /1 /􀁾 􀁻􀁾􀁾 7'3095 Michael S. Marcotte Director c: John Baumgartner, Director of Public Works, Town of Addison Keith Thompson,
Superintendent of utilities, Town of Addison
PROPOSED CITY OF DALLAS -WATER UTILITIES WHOLESALE TREATED WATER COSTS The results of the 1993 Wholesale Treated Water Cost Study indicate the costs of providing service are: TWO PART
RATE Volume Proposed: $0.3111 per 1,000 gallons Current: $0.3085 per 1,000 gallons Demand Proposed: $135,600 per MGD of ROFC Setting Current: $128,041 per MGD of ROFC Setting FLAT RATE
Volume Proposed: $1.1494 per 1,000 gallons Current: $1.1088 per 1,000 gallons The Cost Study has been prepared in strict accordance with the Settlement Agreement of 1979. The key rate
principles included in the agreement were: Revenue Requirement -Determined on utility basis at original cost. Rate-of-Return -Embedded rate of interest on water Obligations plus 1. 5%.
Reservoirs -All existing ana future reservoirs in a common rate base. Customer cities, as a class, pay their proportionate share of cost for reservoir storage, including a portion held
for future use. Rate Design -Two-part rate (Volume and Demand). The test period for the Cost of Service Study is fiscal year 1992 (12 months ended September 30, 1992) adjusted for known
changes.
EKft Espey, Huston &Associates, Inc. Engineering & Environmental Consultants July 7, 1993 Mr. John Baumgartner, P.E. City Engineer Town of Addison 16801 Westgrove Drive Addison, Texas
75248 Dear Mr. Baumgartner: 1972 +1992 Commemorating 20 Years of Quality Consulting Services EH&A Proposal No. 93-0527 Espey, Huston & Associates, Inc. (EH&A) is pleased to submit this
letter proposal for providing the Town of Addison with a computerized hydraulic model of the City's water distribution system south of Belt Line Road and east of Dallas Parkway. We have
structured this proposal to address the most pressing issue, that being the disconnection of the Town of Addison's water distribution system from Dallas Water Utilities' mains. SCOPE
OF WORK Specific tasks to be accomplishedwithin the scope of work as basic services include the following: 1. Obtain and review with Town of Addison personnel an maps, records, plans, reports and other available data pertaining
to the City's water distribution system, including storage tanks, pumps and water mains. 2. Based on the information developed in Task 1, prepare a computer model of the aforementioned
portion of the water distribution system using KYPIPE, a hydraulic modeling program developed by the University of Kentucky. The model will include pipes, pumps, tanks and hydraulic
control valves. Initial roughness coefficients will be estimated on the basis of pipe material, size and age. If the available data is in a suitable form, the water model may be set
up using CYBERNET, which is the KYPIPE model program within an AutoCAD environment. A PLANET PACIFIC COMPANY 13800 Montfort Drive, Suite 230 • Dallas, Texas 75240-4347 (214) 387-0771
TEL. (214) 387-9714 FAX
EKa Espey, Huston & Associates, Inc. Mr. John Baumgartner July 7, 1993 Page 2 3. Obtain water usage information from the City relating to metered supplies, pumping records, customer
biilings, and storage utiiization. 4. From the information gathered in Task 3, disaggregate demands to appropriate nodes (pipe intersections) in the computer model and determine ratios
of peak daily demand to average annual demand. Estimate peak hourly demand factors and a diurnal demand curve. 5. Conduct extended period simulations to evaluate storage utilization
and replenishment, pumping capabilities, and system pressures under operating conditions after disconnection from DWU mains. 6. Where system deficiencies are noted in the analysis, use
the model to determine the most cost-effective remedial measures such as constructing new mains. 7. Prepare a letter report on the level of service after disconnection from DWU mains
including recommended improvements and estimated costs. Review the report with Town of Addison officials. officials. FEE PROPOSAL AND SCHEDULE For the services outlined above, we propose
to be reimbursed the fixed fee of $4,800, payable monthly as \vork progresses. It is assumed that any additional services, including fire hydrant flow tests or calibration of the model,
shall be negotiated as a separate fee should the need for these services arise during the project. The schedule for the project includes submission of the final letter report to the
City within 30 days from receipt of Notice to Proceed. RESPONSIBILITIES OF THE TOWN OF ADDISON 1. Provide copies of all drawings, specifications, maps, sketches, and other data pertaining
to the City's water system.
EKA Espey, Huston & Associates, 􀁉􀁮􀁾􀀮 Mr. John Baumgartner July 7, 1993 . Page 3 2. Provide access to, and copies of, such water use data as is available on supply sources, water
billings, and operating conditions. We look forward to the opportunity to work with the Town of Addison on this project. If you have any questions or need additional information regarding
this proposal, please feel free to contact me. ruce R. Grantham, P.E. Assistant Division Manager BRG/tkp APPROVED:
Addiso'n 􀀰􀁾􀀶 􀁦􀁽􀁾􀁴􀁴􀀭􀁁 5 U-r/t-/􀁲􀀯􀁾􀀵 Arapaho Wastewater Meter Average Daily Flow 􀁾􀁾􀁾 s-'5 L> (114-.,\) 􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁪􀁾 '\-CC (-3S.I) 8'>., Jun 14-21 .tA7.'t Apr. -(p.....8
--􀀮􀀭􀀭􀁾􀀭􀀭 .--.--.-.-·1 --"--"'-'-"-""'''' ··-..I .. 􀂷􀀭􀂷􀂷􀁉􀀭􀀭􀀭􀀭􀁾􀀭􀀭 I ?,tOo (pM/.') Oct. I i\ 14."!I 􀁴􀀭􀁬􀁯􀁾 􀁾􀁌􀀬􀀻􀀢 􀀨􀀧􀁾􀁁􀀩 􀀱􀁚􀀮􀀮􀁅􀀮􀁜􀁬􀁉􀁾􀁅􀁢 F'"l...OW
uMrT L\-35.\ h 'j 4--"'5, \ 0 Apr. Months Oct. 1991 􀀬􀀮􀁾􀀮􀀬􀀮 --􀀭􀁾 ._-_.'._. . ..-.---. "'-"'.--.-..􀀭􀀭􀀮􀀭􀀭􀀮􀁟􀁾􀀬􀁾 ..􀀭􀀭􀀬􀀭􀁾􀀮􀁟􀁾􀀬􀁟.._-..... -.-.. Apr. Average Daily
Flow Oct. 1990 􀁾 -_.._----I I /'. I '50 0 􀀨􀀬􀀪􀁾􀀩 100 I I 'I ---' 550 500 450 400 E 350 0-Ol I 300 􀁾0 l.L 250 200 185.' 150
4.J{, 􀁾 I'\'e'" /' '-\f-" 1/'? ADDISON -ARAPAHO WASTEWATER METERING STATION FLOW CALCULATIONS I After Addition of Lift Station Feb. 19. 1993 Average Daily Flow Flow Increase Avg. Daily
Flow Monthly Weeklv Readings Totali2Br Volume Av....a. O.lly Flow FY 91-92 over FY 91 -92 Flow Limit Exceeding Billina Start End Davs Start End Difference (x10001 1(xl 000)/0 MGO apm
(x10001/D MGD apm lx1000)/D MGD apm (apml Umlt laDm) Mar. 1993 31 8,380 270.323 0.270 187.7 266.564 0.267 185.1 3.759 0.003 2.6 250 -247.4 Apr. 32 17.062 533.188 0.533 370.3 266.564
0.267 185.1 266.624 0.266 185.2 250 -&4.8 05/10/93 05/17/93 7 405520 417063 11543 4.617 659.600 0.660 458.1 266.564 0.267 185.1 393.036 0.393 273.0 250 23.0 05/17/93 OS/24/93 7 417063
426933 9870 3,948 564.000 0.564 391.7 266.564 0.267 185.1 297.436 0.297 206.6 250 -43.4 OS/24/93 06/01/93 8 426933 438373 11440 4.576 572.000 0.572 397.2 266.564 0.267 185.1 305.436
0.305 212.1 250 -37.9 06/01/93 06/07/93 6 438373 447874 9501 3.800 633.400 0.633 439.9 266.564 0.267 185.1 366.836 0.366 254.8 250 4.8 06/07/93 06/14/93 7 447874 461023 13149 5,260 751.371
0.751 521.8 266.564 0.267 185.1 484.807 0.484 33Ci.7 250 86.7 06/14/93 06/21193 7 461023 472348 11325 4530 647.143 0.647 449.4 266.564 0.267 185.1 380.579 0.380 264.3 250 14.3 􀁁􀀮􀀢􀁾
\)A.I\.1" Fl.t>w 􀁾 􀁾􀀢􀀢 "... 􀀱􀀮􀀮􀀱􀁾􀁜􀀱 􀁾􀀱􀀧􀁌􀁬􀀢􀁌􀀮 rL.O'" l-iMI-r -::. p.d D 􀀨􀀴􀀭􀁾􀁓􀀮􀀱 4W\) A-=-e,-te 􀁾 =A -( 􀁾 -te.) ,.. 6 c.. o Eo
January 12, 1993 To: From: Subject: John B. 􀁾􀁾􀁬􀀯 Don P. 􀁾 Sewer Surcharge I talked to Neil Gayden today about the apparent over strength sewage coming from some of our restaurants.
He is of the opinion we should charge them a surcharge for over strength sewage. If we did, we would need to sample their flows into our sewer system. Then we could base the surcharge,
if one is needed, on the strength of their sewage. Dallas charges us whenever our sewage strength goes over 250 mgl. on either TSS or BOD and our surcharge for November was over $3000.00.
I believe that a large amount of the over strength sewage is the result of our restaurants. Lewis McClain is currently doing a rate study on the water sewer operation. I called him this
morning and after talking him, faxed him the attached information which deals with our strength sewage charges from Dallas. This will give him opportunity to see if we may need to install
a surcharge to restaurants. I have included a copy of the information for and for Randy if you think he needs one. If you need any more information please let me know. and with over
the our you
City Hall· Mr. Don Preege Director of utilities Town of Add:Lson 􀁐􀁾􀁏􀀮􀁂􀁯􀁸 144 Addison, Texas 75001 Dear Don: Enclosed are the results of samples collected at the City of Addison
Point()f ,Entry for December 2 .... December 9, 1992. Parameters indicated under Chapter 49 of the Dallas City Code were sampled. For the survey period, the average concentrations (TSS
205 mg/L and BOD 204mg/t) did not exceed 250mg/Li therefore, no surcharge will be assessed for December 1992. Please note that the BOD Standard did not meet the quality assurance and
quality control criteria for December 3 and December .. 6, this data was not included in this survey. However, a few of the days sampled were on the high side, and if these concentrations
continue and theQA/QC standards are met, a surcharge is possible. If you have any questions, please call,. me. 􀁾􀁣􀁾􀁾 W.,David Ryburn Manager Wholesale Services c:AlanAulenbach ..
Elldlostire ..' -, 􀁾􀁾􀀮􀀧􀀢 A city utility providing Dallas with water purification and distribution; waste water collection and treatment
dallas water utilities Industrial Waste Control Division 1350 Manufacturing 51. Suite 207 Dallas, Texas 75207 214/670-4424 DALLAS WATER UTILITIES -Report of Analysis CITY OF ADDISON
Date 12/02/92 12/03/92 12/04/92 12/05/92 12/06/92 12/07/92 12/08/92 Lab Number Y-0824 Y-0849 Y-0877 Y-0894 Y-0901 Y-0909 Y-0931 Volume 133.2 147 131.1 139 165.7 93.2 127.8 pH Total Suspended
Solids 194 270 207 198 255 244 178 Biochemical Oxygen Demand 107 113 136 163 161 Cyanide Cadmium Chromium Copper Lead Mercury Nickel Silver Zinc Total Metals Arsenic Barium Grease Acetone
Benzene Ethyl Benzene Isopropyl Alcohol Methyl Alcohol Methyl Ethyl Ketone Methylene Chloride Phenol Toluene Xylene FLASH CUP Site ACADEMY ACADEMY ACADEMY ACADEMY ACADEMY ACADEMY ACADEMY
All results, except for pH, are reported in mg/l. A city utility providing Dallas with water purification and distribution, waste water collection and treatment
dallas water utilities Industrial Waste Control Division 1350 Manufacturing SI. Suite 207 Dallas. Texas 75207 WATER UTILITIES t fl' 214/670-4424 DALLAS -Repor 0 Ana YS1S CITY OF ADDISON
Date 12/09/92 12/02/92 12/03/92 12/04/92 12/05/92 12/06/92 12/07/92 Lab Number Y-0960 Y-0825 Y-0850 Y-0878 Y-0895 Y-0902 Y-0910 Volume 129.5 240.6 258.2 244.5 281.5 311.1 154.9 pH Total
Suspended Solids 175 203 151 176 214 233 254 Biochemical Oxygen Demand 148 198 258 288 284 Cyanide Cadmium Chromium Copper Lead Mercury Nickel Silver Zinc Total Metals Arsenic Barium
Grease Acetone Benzene Ethyl Benzene Isopropyl Alcohol Methyl Alcohol Methyl Ethyl Ketone Methylene Chloride Phenol Toluene Xylene FLASH CUP Site ACADEMY BRANCH BRANCH BRANCH BRANCH
BRANCH BRANCH All results, except for pH, are reported in mg/l. A city utility providing Dallas with water purification and distribution, waste water collection and treatment
dallas waTer UTiliTies Industrial Waste Control Division 1350 Manufacturing 51. Suite 207 Dallas, Texas 75207 214/670-4424 DALLAS WATER UTILITIES -Report of Analysis CITY OF ADDISON
Date 12/08/92 12/09/92 12/02/92 12/03/92 12/04/92 12/05/92 12/06/92 Lab Number Y-0932 Y-0961 Y-0826 Y-0851 Y-0879 Y-0896 Y-0903 Volume 216.8 245.9 309.5 323.4 303.4 294.3 436.6 pH Total
Suspended Solids 407 384 228 269 130 324 31 Biochemical Oxygen Demand 633 355 105 125 111 Cyanide Cadmium Chromium Copper Lead Mercury Nickel Silver Zinc Total Metals Arsenic Barium
Grease Acetone Benzene Ethyl Benzene Isopropyl Alcohol Methyl Alcohol Methyl Ethyl Ketone Methylene Chloride Phenol Toluene Xylene FLASH CUP Site BRANCH BRANCH K.S. K.S. K.S. K.S. K.S.
All results, except for pH, are reported in mg/l. I A city utility providing Dallas with water purification and distribution, waste water collection and treatment
dallas water utilities Industrial Waste Control Division 1350 Manufacturing St. Suite 207 Dallas, Texas 75207 214/670-4424 DALLAS WATER UTILITIES -Report of Analysis /CITY OF ADDISON
Date 12/07/92 12/08/92 12/09/92 Average Lab Number Y-0911 Y-0933 Y-0962 Volume 232.5 282.8 303.5 pH Total Suspended Solids 102 139 144 205 Biochemical Oxygen Demand 97 127 207 204-·
Cyanide Cadmium Chromium Copper Lead Mercury Nickel Silver Zinc Total Metals Arsenic Barium Grease Acetone Benzene Ethyl Benzene Isopropyl Alcohol Methyl Alcohol Methyl Ethyl Ketone
Methylene Chloride Phenol Toluene Xylene FLASH CUP Site K.S. K. S. K.S. All results, except for pH, are reported in mg/l. A city utility providing Dallas with water purification and
distribution, waste water collection and treatment
􀁾􀁩􀁓 g: 􀁵􀁕􀁃􀁾 Jrr. 􀁦􀁦􀁩􀁱􀁣􀁡􀁾 'Pbnlllg CoMubt 26f6 u\fafuhe 'Bend --􀁾􀁾􀁦􀁴􀀬 C(Jemg 76006 2f44f8-65S6/CCTat 2f44f8-fSSO December 29, 1992 Randolph C. Moravec, Finance Director
Town of Addison P. O. Box 144 Addison, Texas 75001 Dear Randy: I will be leaving for San Antonio in the morning and will be staying in Austin on my return trip next Saturday. I will
be in Austin through Friday, Januaxy 8th, so I anticipate communicating with you via FAX and phone the week you return. I leave town again on Monday, Januaxy 11th for two days. The first
date I can meet with you and other staffers would be Wednesday, Januaxy 13th in the morning. This letter and enclosed schedules are to give you an idea of some of the key numbers I'm
compiling and to ask you to direct certain schedules to the appropriate person for their review. I will point out the information and schedules in this letter. We're off to a good start.
Phil Boyd (Dave was out when I called) of DWU faxed me a copy of the franchise assets and a diskette is on the way. The person in their data processing department who is pulling the
consumption data is on vacation but is to return next week. They have been working on the data extraction because Phil indicated the count is greater than the 170 estimate. I asked Phil
to work toward getting the consumption data by the end of next week so I could have it available to me. They seem to be very cooperative. Don Preece is getting a listing of the vehicles
and heavy equipment so we can include a capital replacement schedule in the financial plan. I have enclosed the line-item detail schedule for the Utilities Department. These are my annual
estimates for purposes of explaining the working model to Don, you and others. Don needs to review the expenditure levels for each line item and replace my estimates with his. He needs
only to pencil in the amounts or growth rates. I will do the computations. I anticipate getting a marked up page. I want to make it easy for him. When I mentioned I needed his assistance,
Don indicated that it didn't make any difference because "they' would give him what they wanted -not what he needed. I can't recall if Don has an attitude or if it is just his humor.
I've always gotten along with Don, but I thought it might be best if I send these schedules to you to see if they make sense and then either you can pass them on to him or we can all
three meet when I get back in town. I would like for him to be· thinking about them.
The line item information will be easy for him, but the Enhancement Packages might take a little work. However, there are usually only a few of these to complete. The purpose of including
these forms is to separate the new, big-ticket items from what is currently being provided. If he has any, I would like to have one for each package. Again, the first request I have
of him. is just to be thinking about the items. The biggest item, of course, is the cost and fmancing of the Addison-FB Tunnel. Let me explain what I have done. I prepared a debt fmancing
plan which first considered the current debt service schedules related to utility projects -the 1985 and 1987 issues. I then built a debt schedule that in total would do several things:
i) fund $13,020,000 which is the Addison cost I got from a schedule given to the Leadership Metrocrest group and ti) increase the current debt levels in such a way that the first five
years would be flat and the next 20 years would be increasing at 2% annual rates. My rationale rationale is that much of the capacity provided by the new sewer line would benefit current
users but most is for the future users. Additional customers should follow the availability of capacity. By pushing some of the debt service increment into the 6th -25th year, more of
the debt service will be borne by the new growth. Without the ability to rely on impact fees, this seems like a fair proposition. To do this, I used capital appreciation bonds in my
assumptions. The ascending debt service schedule and the use of capital appreciation bonds may be inconsistent with your financial advisor's recommendations. For this reason, I would
like for you to get comfortable with a concept such as this and then involve your FA to take our objectives and recommend a debt sizing/shaping strategy they could support. Separately,
I need to obtain a basis for allocating the 1985 and 1987 issues into water VB. wastewater. There is a lot of crunching left to do, but some of the big pieces are coming together nicely.
I will be be in the rate hearings from early mornings until late afternoons. I may have to call you at home in the evenings if that is okay. Is your home phone number still 699-7569?
I will be in touch. Sincerely, 􀁾Lewis F. McLain, Jr. Fiscal Planning Consultant
• 􀁾 • • 􀁾 .. ••
ACCT 51110 51120 51130 51140 51170 ACCOUNT TITLE SALARIES MERIT BONUS OVERTIME LONGEVITY PAY VACATION PAYBACK ACTUAL 1992·93 PLANNING YEARS AAGR 1989-90 1990-91 BUDGET 1994-95 1995-96
1996·97 93-98 339,0471 337,0471 401,13811 338,91011 349,0711 359,550 I 370,3361 381,4461 392,89011 3.0% 12,242 1 11,24611 20,330 II 20,940 I 21,568 1 22,215 1 22,882 I 23,56811 3.0%
17,5891 14,2211 17,90811 19,00011 19,5701 20,1571 20,7621 21,3851 22,02611 3.0% 2,920 I 2,717 I 3,860 II 2,500 II 2,575 I 2,6521 2,7321 2,8141 2,89811 3.0% 1,300 II 1,339 I 1,379 I 1,421
1 1,463 I 1,50711 3.0% 51180 51190 51210 51310 51350 51410 51450 51470 SICK LEAVE BONUS OUTSIDE LABOR CAR ALLOWANCE TMRS DEFERRED COMPENSATION GROUP HOSPITAL AND LIFE INS MEDICARE WORKERS
COMPENSATION TOTAL PERSONAL SERVICES 1,840 5,400 27.946 11,051 47,410 1,940 52,650 507,793 4,119 5,608 31,271 10,384 53,202 2,082 39,130 512,029 359 5,193 37,605 11,115 43,017 2,513
47,680 581,634 1,7001/1,751 1 1,8041 1,8581 1,9131 1,97111 3.0% 81,820 II 84,275 I 86,803 I 89,407 I 92,089 I 94,85211 3.0% 7,2001/7,200 I 7,200 /7,200 I 7,200 I 7,200 II 0.0% 32,620
II 33,599 I 34,607 I 35,645/36,7141 37,81611 3.0% 11,670/1 12,020 I 12,3811 12,7521 13,135/13,52911 3.0% 49,20011 51,660 I 54,2431 56,9551 59,8031 62,79311 5.0% 2,270/1 2,3841 2,5031
2,6281 2,759 I 2,89711 5.0% 36,440/1 38,262 1 40,175 I 42,184 I 44,293 I 46,50811 5.0% 604,960 II 624,651 I 645,021 I 666,0941 687,8961 710,45411 3.3% 52010 OFFICE SUPPLIES 4,540 4,969
3,707 5,000 5,250 5,513 5,788 6,078 6,381 5.0% 52070 COMPUTER SOFTWARE 479 2,513 500 525 551 579 608 638 5.0% 52130 TOOLS & EQUIP -SMALL 3,858 4,684 3,401 5,000 5,250 5,513 5,788 6,078
6,381 5.0% 52160 TOOLS & EQUIP -LARGE 914 1,235 708 2,800 2,940 3,087 3,241 3,403 3,574 5.0% 52210 JANITORIAL SUPPLIES 244 310 114 350 368 386 405 425 447 5.0% 52250 MEDICAL & SURGICAL
SUPPLIES 169 210 199 350 368 386 405 425 447 5.0% 52310 FUEL & LUBRICANTS 10,216 13,505 10,783 13,200 13,860 14,553 15,281 16,045 16,847 5.0% 52380 CHEMICALS 2,982 5,260 3,398 5,000
5,250 5,513 5,788 6,078 6,381 5.0% 52550 IRRIGATION SYSTEM PARTS 8,227 0 0 0 0 0 N/A 52710 WEARING APPAREL & UNIFORMS 3,114 3,002 2,197 3,000 3,150 3,307 3,473 3,647 3,829 5.0% 52810
FOOD SUPPLIES 718 1,023 13 200 210 220 232 243 255 5.0% TOTAL SUPPLIES 27,234 34,198 35,260 35,400 37,170 39,029 40,980 43,029 45,180 5.0% PRELIMINARY RUN NO.1 PAGE
􀁬􀁩􀁾􀀺􀁾􀀦􀁗􀀤􀀺􀀧􀁾",,:;:;,'7i'1E2ilr'iN7:::&'t,X.,. ACCT ACCOUNT TITLE 54150 LANDSCAPE -BUILDINGS 3,697 4,776 4,901 4,000 4,200 4,410 4,631 4,862 5,105 5.0% 54210 STREETS & ALLEYS
251 660 1,000 1,050 1,103 1,158 1,216 1,276 5.0% 54310 UTILITY PLANT -WATER 4,585 54,360 4,530 10000 10,500 11,025 11,576 12,155 12,763 5.0% 54330 WATER MAINS/FIRE HYDRANTS 4,093 5,161
2,178 6,000 6,300 6,615 6,946 7,293 7,658 5.0% 54350 METERS & SERVICE CONNECTIONS 12,773 8,533 5,701 15,000 15,750 16,538 17,364 18,233 19,144 5.0% 54410 UTILITY PLANT -SEWER 16,543
2,591 874 5,000 5,250 5,513 5,788 6,078 6,381 5.0% 54430 SANITARY SEWERS 4,003 5,500 4,275 7,000 7,350 7,717 8,103 8,509 8,934 5.0% 54510 MOTOR VEHICLE MAINTENANCE 10,353 6,491 4,672
7,500 7,875 8,269 8,682 9,116 9,572 5.0% 54530 HEAVY EQUIPMENT MAINTENANCE 2,867 2,758 1,323 5,000 5,250 5,513 5,788 6,078 6,381 5.0% 54610 FURNITURE/FIXTURE MAINTENANCE 5 200 210 220
232 243 255 5.0% 54630 TOOLS & EQUIPMENT MAINTENANCE 4,737 2,453 5,244 6,000 6,300 6,615 6,946 7,293 7,658 5.0% 54650 COMMUNICATIONS MAINTENANCE 482 1,127 404 1,500 1,575 1,654 1,736
1,823 1,914 5.0% 54810 COMPUTER HARDWARE/SOFTWARE 908 914 2,699 1,500 1,575 1,654 1,736 1,823 1,914 5.0% 54910 BUILDINGS MAINTENANCE 372 157 444 1,500 1,575 1,654 1,736 1,823 1,914 5.0%
TOTAL MATERIAL/MAIINTENANCE 65,413 95,077 37,905 71,200 74,760 78,498 􀀸􀁾􀀬􀀴􀀲􀀳 86,544 90,871 5.0% 56040 SPECIAL SERVICES 1,270 1,256 16,692 18,400 19,320 20,286 21,300 22,365 23,484
5.0% 56110 COMMUNICATIONS 14,099 14,516 12,930 14,720 15,456 16,229 17,040 17,892 18,787 5.0% 56130 SECURITY SURVEILLANCE 579 484 484 600 630 662 695 729 766 5.0% 56150 FORENSIC & PHOTO
LABS 23 38 93 250 263 276 289 304 319 5.0% 56180 RENTAL 1,928 1,820 1,366 7,000 7,350 7,717 8,103 8,509 8,934 5.0% 56210 TRAVEL & TRAINING 5,474 3,062 3,022 3,000 3,150 3,307 3,473 3,647
3,829 5.0% 56250 DUES 899 705 710 900 945 992 1,042 1,094 1,149 5.0% 56310 INSURANCE 20,331 20,100 21,105 22,160 23,268 24,432 25,653 5.0% 56510 AUDIT & LEGAL SERVICES 5,170 225 4,000
4,200 4,410 4,631 4,862 5,105 5.0% 56530 COURT & LEGAL COSTS 5,207 0 0 0 0 0 N/A 56560 SERVICE FEES 3,662 2,000 2,100 2,205 2,315 2,431 2,553 5.0% 56570 ENGINEERING/ARCHITECTURAL 3,695
81 180 3,000 3,150 3,307 3,473 3,647 3,829 5.0% PRELIMINARY RUN NO.1 􀁦􀁦􀁾􀁬􀁾 􀁾􀀧􀁳􀁬􀀭􀁾 ,lUI-􀀮􀁾 PAGE
ACCOUNT TITLE 1989-90 I I ACTUAL 1992-93 PLANNING YEARS AAGR ACCT 1990·91 1991-92 BUDGET 1993-94 1994-95 1995-96 1996-97 1997-9B 93-98 56610 UTILITIES· ELECTRICITY 64,372 80,9761 79,21411
80,00011 84,000 I 88,200 I 92,6101 97,240 I 102,10311 5.0% 56630 UTILITIES -WATER 8,457 6,196 1 6,99211 6,500 II 6,825 I 7,166 1 7,525 1 7,901 I 8,29611 5.0% 56640 UTILITIES -SewER 1,174
1,174 1 1,17411 1,200 II 1,260 1 1,323 1 1,389 1 1,459 I 1,53211 5.0% 56660 UTILITIES· GAS 655 577/44211 1,00011 1,0501 1,1031 1,1581 1,216/1,27611 5.0% 56680 TRASH DISPOSAL 1,109 1,0591
1,30111 1,50011 1,5751 1,6541 1,7361 1,8231 1,91411 5.0% TOTAL CONTRACTUAL SERVICES 108,904 117,1511148,81811 164,17011 172,3791180,9971190,0471199,5501209,52711 5.0% 58330 METERS &
SERVICE CONNECTIONS 8,864 10,000 LIST 58410 SANITARY SEWERS LIST 58510 MOTOR VEHICLES 40,000 LIST 58810 COMPUTER HARDWARE & SIW 11,440 LIST 58850 MAJOR TOOLS & EQUIPMENT 26,000 LIST
TOTAL CAPITAL OUTLAY 0 0 20,304 76,000 0 0 0 0 0 LIST 57510 I LEASE PAYMENTS 1,626 N/A TRANSFER TO GEN FUND N/A TRANSFER TO DEBT SERVICE N/A TOTAL OTHER 1626 0 0 0 0 0 0 0 0 N/A TOTAL
DEPARTMENT 710.970 758.455 823,921 951,730 􀀹􀀰􀀸􀀬􀁾􀀶􀀰 943,545 979,544 1,017.018 1.056.033 2.1% PRELIMINARY RUN NO.1 PAGE
riIR!r' "-􀀬􀁾 ACCOUNT TiTlE DIRECTOR RIGHT-OF-WAY INSPECTOR FOREMAN CREW LEADER IRRIGATION SPECIALIST EQUIPMENT OPERATOR LEAD W&S OPERATOR DEPARTMENT SECRETARY UTILITY OPERATOR SENIOR
UTILITY OPERATOR II UTILITY OPERATOR I CLERK LABORER 20 I E II 1 I 1 I 1 II 1 II 1 I 1 I 1 I 1 11 I N II 1 I 1 I 1 II 1 II 1 I 1 I 1 I 1 9 I E II 1 I 1 I 1 II 1 II 1 I 1 I 1 I 1 7 I
N II 2 I 2 I 211 211 2 I 2 I 2 I 2 7 I N II 0 I 0 I 211 211 2 I 2 I 2 I 2 5 I N II 0 I 2 I 1 II 1 II 1 I 1 I 1 I 1 5 I N II 0 I 0 I 0 II 0 II 0 I 0 I 0 I 0 5 I N II 0 I 0 I 1 II 1 II
1 I 1 I 1 I 1 4 I N II 0 I 1 I 1 II 1 II 1 I 1 I 1 I 1 3 I N II 3 I 2 I 211 211 2 I 2 I 2 I 2 2 I N II 2 I 2 I 211 211 2 I 2 I 2 I 2 2 I N II 1 I 1 I 0 II 0 II 0 I 0 I 0 I 0 1 I N II
4 I 2 I 211 211 2 I .2 I 2 I 2 1997-98111221o1122o2 TOTAL PRELIMINARY RUN NO.1 15 15 16 16 16 16 16 16 16 PAGE
􀁴􀁉􀁾 fit
...-.............._...._...............;:.....􀁾􀁾􀀻..., ,:l 111111) II 􀁾 00 􀁾 '::::' I :;::;
F.Y. REMAINING DEBT SERVICE SCHEDULE GROWTH % ALLOCATION $ ALLOCATION ------,--09/30 BALANCE PRINCIPAL RATE INT 3/15 INT 9/15 TOTAL RATE WATER SEWER GEN WATER 1984 SEWER 1985 1986 1987
1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A TOTAL N/A N/A $160,891 $413,513 $383.138 $392,737 $428,481 $448,832 $486,879
$498,775 $1,006,705 $1,027,885 $1,058,655 $1,072,090 $1.114,915 $1,161,092 $951,993 $986,616 $997,889 $1,058,928 $1,082,602 $1,158.846 $1,407,520 $1,416.595 $1.425.374 $795.239 $755.867
$718,980 $681.550 $646,518 $619.162 $592,737 $568,298 $543,632 $26.062,937 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A $475,632 $998,285 $1.335.794 $1.320,952 $1.330.270
$1,320,443 $1,325,786 $1,826,022 $1.826,064 $1,823.507 $1,825.131 $1,826,686 $1.860,516 $1,899,801 $1.937,812 $1,975,722 $2,015,400 $2,052,924 $2.094.042. $2.139,118 $2,178,693 􀀤􀀲􀀬􀀲􀀲􀁾􀀮􀀰􀀰􀀰
$2,268.400 $2.315.000 $2,360,000 $2,410,000 $2,455,000 $2.505.000 $2.555,000 $2.605,000 $2,660,000 $2,710.000 $62.455,001 N/A N/A N/A N/A N/A -1.11% 0.71% -0.74% 0.40% 37.73% 0.00% -0.14%
0.09% 0.09% 1.85% 2.11% 2.00% 1.96% 2.01% 1.86% 2.00% 2.15% 1.85% 2.03% 2.04% 2.05% 1.94% 2.12% 1.87% 2.04% 2.00% 1.96% 2.11% 1.88% N/A N/A 100.00% 100.00% 100.00% 100.00% 100.00% 100.00%
100.00% 71.25% 71.52% 72.03% 72.33% 67.97% 65.60% 63.68% 59.75% 57.74% 55.84% 49.58% 48.90% 40.16% 57.54% 51.87% 46.66% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% N/A N/A
0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 28.75% 28.48% 27.97% 27.67% 32.03% 34.40% 36.32% 40.25% 42.26% 44.16% 50.42% 51.10% 59.84% 42.46% 48.13% 53.34% 100.00% 100.00% 100.00% 100.00%
100.00% 100.00% 100.00% 100.00% 100.00% N/A N/A N/A I N/A N/A 1 N/A $0 1 $475,632 1 $0 $0 I $998,285 I $0 $01 $1,335,7941 $0 $0 1 $1,320.952 I $0 $0 1 $1.330,270 I $0 $0 I $1,320.443
1 $0 $0 I $1,325.7861 $0 $0 I $1.301,0221 $525.000 $0 I $1.306.0641 $520.000 $0 I $1.313.5071 $510,000 $0 I $1.320.131 I $505,000 $0 1 $1.241.686 I $585.000 $0 I $1,220.5161 $640.000
$01 $1,209.801 1 $690.000 $01 $1.157.8121 $780,000 $0 I $1,140.7221 $835,000 $0 I $1.125,400 I $890,000 $01 $1.017.9241 $1.035.000 $0 1 $1,024.042 I $1.070.000 $01 $859.1181 $1.280.000
$0 1 $1,253.693 I $925.000 $0 I $1.153.000 1 $1.070.000 $0 I $1.058,400 I $1.210,000 $0 I $01 $2.315.000 $0 1 $0 1 $2.360.000 $01 $01 $2,410,000 $01 $0 1 $2,455,000 $0 1 $0 1 $2.505.000
$0 I $0 I $2.555.000 $0 l $0 1 $2.605.000 $0 I $0 1 $2.660.000 $0 I $01 $2.710.000 $0 1$26.810,001 1$35.645,000 STRUCTURED FOR FIRST FIVE YEARS TOTAL DEBT SERVICE TO BE FLAT; THEN INCREASING
2% EACH YEAR TO BE COVERED BY NEW GROWTH. PRELIMINARY RUN NO.1 PAGE
09/30 BALANCE PRINCIPAL RATE INT 3/15 INT 9/15 TOTAL GEN WATER SEWER GEN WATER 1984 SEWER 1985 $0 CAPITAL APPRECIATION BONDS 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997
1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 $3.926.071 $3.765.180 $3.561.667 $3.363.529 $3.155.792 $2.932.311 $2.688,479 $2,426.600
$2.147.825 $1.850.235 $1.527.301 $1.175.185 $868.763 $558.117 $224.816 $155.782 $100.168 $50.629 $24.003 160.891 203.513 198.138 207.737 223,481 243.832 261.879 278.775 297.590 322.933
352.117 306,422 310.646 333.301 69.033 55.614 49.539 26.626 24.003 6.25% 6.75% 7.20% 7.60% 8.00% 8.20% 8.50% 8.70% 8.90% 9.00% 9.20% 9.25% 9.30% 9.40% $157.371 $152.343 $145,474 $138.341
$130,447 $121.508 $111.511 $100.381 $88.254 $75.012 $60,480 $44.282 $30.110 $15.665 $157.371 $152.343 $145,474 $138.341 $130,447 $121.508 $111.511 $100.381 $88.254 $75.012 $60,480 $44.282
$30.110 $15.665 $245.068 $225.081 $228.084 $137.721 $139.192 $0 $475.632 $508.199 $489.086 $484,420 $484.375 $486.848 $484.901 $479.537 $474.099 $472.957 $473.076 $394.986 $370.866 $364.631
$314.102 $280.695 $277.623 $164.347 $163.195 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 100.00% 100.00%
100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 0.00% 0.00% 0.00% 0.00% 0.00%
0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $475.632 $508.199
$489.086 $484,420 $484.375 $486.848 $484.901 $479.537 $474.099 $472.957 $473.076 $394.986 $370.866 $364.631 $314.102 $280.695 $277.623 $164.347 $163.195 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 2018 TOTAL $3.926.070 $1.371.1791 $2.346.3251 $7.643.575 $0 I $7.643.575 $0 PRELIMINARY RUN NO.1 PAGE
F.Y. REMAINING DEBT SERVICE SCHEDULE % ALLOCATION $ ALLOCATION 09/30 BALANCE PRINCIPAL RATE INT 3/15 INT 9/15 TOTAL GEN WATER SEWER GEN I WATER I 1984 1985 1986 SEWER 1987 1988 1989
1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 $9,115,000 $8,905.000 $8,720,000 $8.535,000
$8,330,000 $8,125.000 $7,900,000 $7,680,000 $7,435,000 $7,165,000 $6,870,000 $6,555,000 $6,215,000 $5,855,000 $5,470,000 $5,040,000 $4,590,000 $4,100,000 $3,565,000 $2,990,000 $1,975,000
$980.000 $210,000 $185,000 $185.000 $205,000 $205,000 $225.000 $220.000 $245,000 $270.000 $295,000 $315,000 $340,000 $360,000 $385,000 $430,000 $450,000 $490,000 $535,000 $575.000 $1,015,000
$995,000 $980,000 5.00% 5.50% 5.75% 6.00% 6.20% 6.40% 6.60% 6.70% 6.85% 6.90% 7.00% 7.20% 7.35% 7.45% 7.50% 7.60% 7.70% 7.80% 7.90% 7.95% 8.00%8.00% $330,854 $325,766 $320,448 $314,298 $307.943 $300,743 $293,483 $285,275 $276,028 $265,850 $254,825 $242,585 $229,355 $215,014 $198,889 $181.789 $162,924 $142,059 $119,346 $79,000
$39,200 $280,086 $330,854 $325,766 $320,448 $314,298 $307,943 $300,743 $293,483 $285,275 $276,028 $265,850 $254,825 $242,585 $229.355 $215,014 $198,889 $181,789 $162,924 ' $142,059 $119,346
$79.000 $39,200 $490,086 $846,708 $836.533 $845.895 $833,595 $840,885 $821,485 $831.965 $840,550 $847,055 $846,700 $849,650 $845,170 $843.710 $860,028 $847,778 $853,578 $860,848 $859.118
$1,253,693 $1,153,000 $1,058,400 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 100.00% 100.00% 100.00%
100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 0.00% 0.00% 0.00% 0.00% 0.00%
0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%,. 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% $0 I $490,086 $0 I $846,708 $0 I $836,533 $0 I $845,895 $0 I $833,595 $0 I $840,885
$0 I $821,485 $0 I $831,965 $0 I $840,550 $0 I $847,055 $0 I $846,700 $0 I $849.650 $0 I $845,170 $0 I $843,710 $0 I $860,028 $0 I $847.778 $0 I $853,578 $0 I $860,848 $0 I $859,118
$0 I $1,253,693 $0 I $1,153,000 $0 I $1,058,400 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 2018 TOTAL $9,115,000 $4,885,6701 $5,165,7561$19,166,426 $01$19,166,426
$0 PRELIMINARY RUN NO.1 PAGE
09/30 BALANCE PRINCIPAL RATE INT 3/15 INT 9/15 TOTAL GEN WATER SEWER GEN WATER 1984 1985 1986 1987 1988 1989 1990 SEWER 1991 1992 1993 19941$13,021,867 19951$13,021,8671 $464,115 19961$12.557.7521
$434.951 1997 1$12.122.801 I $411.539 19981$11.711.2621 $450.668 1999 1$11.260.595 1 $464.269 20001$10.796.3261 $467.791 2001 1$10.328.5351 $497.960 20021 $9.830.5751 $501.002 2003 1
$9.329.573 I $498,350 20041 $8.831,2231 $542.302 2005 I $8.288.920 I $523.600 20061 $7,765.320 I $583.846 20071 $7,181,4741 $392,520 20081 $6,788.9541 $421,595 2009 1 $6.367,358 1 $445,374
2010 I $5.921.9841 $795.239 20111 $5.126.7451 $755,867 20121 $4,370,8781 $718,980 20131 $3.651.898/$681.550 20141 $2.970.347 I $646.518 20151 $2.323.8291 $619.162 20161 $1.704.6671 $592.737
20171 $1,111,9301 $568,298 20181 $543,6321 $543.632 TOTAL 1$13.021.867 4.60% 4.60% 4.60% 4.60% 4.80% 5.00% 5.25% 5.35% 5.45% 5.60% 5.70% 5.80% 5.90% 6.00% 6.10% 6.15% 6.20% 6.25% 6.30%
6.35% 6.40% 6.40% 6.40% 6.40% 6.40% PERIODS 3.00000 5.00000 7.00000 9.00000 11.00000 13.00000 15.00000 17.00000 19.00000 21.00000 23.00000 25.00000 27.00000 29.00000 31.00000 33.00000
35.00000 37.00000 39.00000 41.00000 43.00000 45.00000 47.00000 49;00000 51.00000 COMPOUND 1.07060 1 $525,000 1.120411 $520.000 1.172541 $510.000 1.227101 $505.000 1.29807 1 $585.000
1.37851 I $640.000 1.475021 $690.000 1.56639 1 $780,000 1.66666 I $835.000 1.78589 I $890.000 1.90853 1 $1.035,000 2.04355 1 $1.070.000 2.192361 $1.280.000 2.35657 1 $925.000 2.53798
I $1,070.000 2.716821 $1.210.000 2.911071 $2,315.000 3.122241 $2.360,000 3.351971 $2,410,000 3.602081 $2,455,000 3.874601 $2,505.000 4.126541 $2.555.000 4.39487 1 $2,605,000 4.680641
$2,660,000 4.984991 $2.710,000 $35.645.000 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 100.00% 100.00% 100.00% 100.00%
100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% $0 $0 $0 $0 $0
$0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 I $525,000 $01 $520,000 $01 $510,000 $0 1 $505,000 $0 I $585.000 $0 1 $640.000 $0 1 $690.000 $0 I $780.000 $0 I $835,000
$0 1 $890,000 $0 I $1.035.000 $0 1 $1,070.000 $01 $1.280.000 $0 I $925,000 $0 I $1.070.000 $01 $1.210.000 $01 $2,315.000 $0 1 $2.360.000 $0 I $2.410,000 $0 I $2.455.000 $0 1 $2.505,000
$0 I $2,555.000 $0 1 $2,605,000 $0 I $2,660,000 $01 $2,710,000 $0 1$35.645.000 $13,020,000 STRUCTURED FOR FIRST FIVE YEARS TOTAL DEBT SERVICE TO BE FLAT; THEN INCREASING 2% EACH YEAR
TO BE COVERED BY NEW GROWTH. PRELIMINARY RUN NO.1 PAGE
IJ.&' PROJECT: 􀁾 PROJECT PARTICIPANTS: 􀁾 PROJECT LU'E: 􀁾 PROJECT COST: ••• •••• East side Interceptor Sewer Tunnel and Collector System City of Farmers Branch Town of Addison 50-Years
Total Project Cost. . . . . . . . $ 27,020,000.00 City of Farmers Branch Cost . . . $ 14,000,000.00 Town of Addison Cost. . . . . . . $ 13,020,000.00 Farmers Branch Cost to be paid with
Tax Exempt Revenue Bonds financed through the Public Improvement District 􀁾 FINANCING: PROJECTED SCHEDULE: ••••• 1991·1992 1992-1993 1993-1995 1994-1996 -Tunnel design -Conventional
collector system design -Tunnel construction -Conventional collector system construction CITY'S CONTRIBUTION TO PROJECT: ••$ 1,400,000.00 from Sewer Bond Funds Financial strength enhancing
the credit of the Tax Exempt Bonds thereby lowering the project's financing cost. TOTAL IMPROVEMENTS COMPLETED OR UNDERWAY $808,050.00 EAST SIDE IMPROVEMENTS COMPLETED OR UNDERWAY •
ooWino Park (1989) Channel improvement upstream of Wino Park $ 308,050.00 $ 500,000.00 􀁾..)".:" . EAST SIDE IMPROVEMENTS TO COMPLEMENT THE CREATION OFAPID ooooo oo Pavement widening
Midway Road -LBJ to Spring Valley $ 2,000,000.00 Intersection improvements on Alpha Road -Midway to Inwood $ 1,000,000.00 Pavement widening Spring Valley -Inwood to Tollway $ 500,000.00
Elevated water storage $ 2,500,000.00 16" Water Line -Along Midway Road Spring Valley to D.P. & L. ROW $ 752,000.00 16" Water Line -Along D.P. & L. ROW Midway Road to Inwood Rd $ 500,000.00
16" Water Line -Along Inwood Road Langland to Spring Valley $ 450,000.00 • TOTAL PLANNED COMPLEMENTARY IMPROVEMENTS $ 7,702,000.00 PROPERTY OWNERS PARTICIPATION OTHER BENEFITS •• ••
•• Bear share of cost based on benefit received Opti()n for installment payment of assessment from long term financing (20 years) at Tax Exempt rates (8%) provided by City issuance of
Tax Exempt Bonds Have benefit of use of sewer facility by June 30, 1996 Pay assessment in cash at time of funding of construction of the project (1993); or begin annual installment payments
24 months after issuance of Bonds funding construction of project (1995). Opportunity to participate in the City's tax abatement program to 'partially offset the PID assessment at the
time development occurs. Renegotiation of existing developer's contracts which will relieve property owners of certain significant obligations.
NOTE: PROPOSED COlLECTOR lI£S Wll BE t.I Tl£ SAME LOCATION AS Tl£ EXISTt4G Lt£S TI-EY REPlACE ,􀁾 .i i II " 11 II /I II ........ 􀁾􀁌􀀮􀀭 111 􀁾􀀮􀀮􀀭 " I II II /1 jL-JbJl III 􀁾􀁕􀁌􀁉􀁉􀁉
􀁾 C! :II ...-=-.. 􀁾 􀁾 I! :lIl: II: CIlL 􀁾􀁉 􀁾􀀮 !;ill II 11lr==\1 􀁾 0II: ,·1• ...-r' 􀁾 -• 1_ . _ . -
SALE OF FRANCHISE TO ADDISON WATERFACIUnES, Alto' 11/30182 cONTRACT/WEt XSSEt lA-sENiti oFhdiN)l dMfi!iIA NET YEXRslA DEPRE XOO AOd( it6 VALUe Of XssfiS 􀁾 NUMBER DESCAPTION DATE COST
AMOUNT COST SERlfICE RATE{(R DEPRE VALUE ADDISCH TO ADDISON 83-84 12' MAiN-WINNWOOD 􀁾􀀱􀀯􀁬􀁬􀀴 11,887.87 0.00 11,887.87 28.87 2.00'l{, 8,701.0li 4,ll8lI.82 100.00% 4,ll8lI.82 84-1.
12' MAIN-MONTFORT l:?/O31l14 10,Oll8.24 0.00 10,0ll8.24 27.98 2.00'l{, 5,8S!.21 4,444.03 3S.00% l,lllII.41 \N 84-88 .. MAiN-CELESnAi. 􀁾􀀱􀀱􀀸􀀵 2,300.00 0.00 2,300.00 27.87 2.00'l{,
1,272.87 1,021.33 100.00% 1,021.33 88-78 .. MAiN-Ban"'E 􀁾􀁬􀁮􀁯 48,330.91 0.00 48,330.91 22.87 2.00'l{, 21,003.35 25,327.58 75.00% 18,ll8ll.87 􀁾 \ 88-118 .. MAIN-LAKE 􀁆􀁾 􀁾􀁬􀁮􀁏
5,281.78 5,281.78 0.00 22.87 2.00'l{, 0.00 0.00 100.00% 0.00 70-217 .. MAIN IN Ta.l.WAY OIlELUINE 􀁾􀁬􀁭 88,227.11 41,381.94 2"885.17 21.87 2.00'l{, 10,774.91 1"090.28 5.00'l{, 704.51
\ WORK ORDER 14132 .. MAiN-WINNWOOD 􀁾􀀱􀀯􀀸􀀳 2817.84 0.00 2,817.84 29.87 2.00'l{, 1,871.80 1,145.84 100.00% 1,145.84 WORK ORDER 111017 .. MAiN-WINNWOOD 􀁾􀀱􀀱􀀸􀀵 2487.11 0.00 2,487.11
27.87 2.00'l{, 1,378.20 1,110.91 100.00% 1,110.91 78-281: SAKONITZ AREA M718281W0000812O II MAIN CW03its 754,00 854.38 99,82 13.88 2.00'l{, 27.21 72.41 100.00% 72.41 8121 II MAIN 04/03179
l,71U.09 1,536.22 233.87 13.88 3.03% 98.79 131.08 100.00% 137.08 8122 12' MAIN 04/03179 1,867.04 1,8ZI.38 248.88 13.88 2.00'l{, 87.38 179.30 100.00% 179.30 8123 2' SEA/ICE CONN 04/03179
89.77 77.91 11.88 13.88 2.00'l{, 3.24 8.82 100.00% 8.82 8124 12' MAIN !i 04/03179 2,854.41 2,477.28 377.13 13.88 2.00'l{, 100.02 274.11 100.00% 274.11 8125 II MAIN 04/03179 4,481.49
3,872.03 ll89.48 13,88 2.00'l{, 181.02 431.44 100.00% 431.44 8128 II MAIN 04/03179 3,173.98 2,754.81 419.35 13.88 2.00'l{, 114.55 304.80 100.00% 304.80 8127 FIRE HYDRANT 04/03179 1,077.13
934.82 142.31 13.88 3.03% 58.89 83.42 100.00% 83.42 8128 II MAIN 04/03179 1,2lilI.85 1,0ll0.82 198.03 13.88 2.00'l{, 45.35 131.88 100.00% 131.88 8129 12' MAIN 04/03179 933.51 810.17
123.34 13.88 2.00'l{, 33.89 89.85 100.00% 89.85 8130 II MAIN 04/03179 37,842.99 32,889.51 4,973.48 13.88 2.00'l{, 1,358.59 3,814.89 100.00% 3,814.89 8131 II MAIN 04/03179 4,021.29 3,489.98
531.30 13.88 2.00'l{, 145.13 3ll8.17 100.00%' 3ll8.17 8132 FIRE HYDRANT 04/03179 1,438.18 1,248.43 111I.75 13.88 3.03% 78.53 111.22 100.00% 111.22 8133 2' SEA/ICE CONN 04103119 179.52
l!ill.80 23.72 13.88 2.00'l{, 8.48 17.24 100.00% , 17.24 8134 FIRE HYDRANT 04/03n9 2,513.31 2,181.25 332.08 13.88 3.03% 131.42 194.84 100.00% 194.84 8135 II MAIN 04/03179 2,333.80 2,025.45
308.35 13.88 2.00'l{, 84.23 Zi!4.12 100.00% '. Zi!4.12 8138 II MAIN 04/03179 8,734.79 7,572.0li 1,152.74 13,88 3.03% 477.08 875.88 100.00% 875.88 8137 12' MAIN 04/03179 28,012.80 22,575.93
3,438.87 13.68 2.00'l{, 9311.84 2,4llll.03 100.00% 2,4llll.03 8138 fI MAIN 04/03f79 4,223.80 3,8lIl.74 558.08 13.68 2.00'l{, 152.44 405.82 100.00% 405.82 8139 FIRE HYDRANT " . 04/03179
7,181.10 823.22 􀀸􀀬􀁾􀀮􀀸􀀸 13.88 3.03% 2,713.98 . 3,843.92 100.00% 3,843.92 78-397: saTUNE STW MONTFORT .. 'SAKONITZ M778397WllOl108557 II MAIN 04109/79 211I.31 234.31 55.00 13.84
2.00'l{, 15.01 39.99 100.00% 39.99 8!lll8 FIRE HYDRANT 04/09f79 828.80 8lII.48 157.12 13.84 . 3.03% 84.94' 92.18 ,100.00% 92.18 8!lll8 12' MAIN O4I09n9 537.29 435.18 lllo1.13 13.84 2.00'l{,
27.88 74.27 100.00% 74.27 8580 II MAIN 04I09n& 10,082,84 8,198.24 1,918.80 13.84 2.00'l{, 522.91 l,3IlG.89 100.00% l,3IlG.89 8!l81 2' SEA/ICE CONN O4I09n9 413.30 334.74 78.56 13.84 2.00'l{,
21.43 57.13 100.00% 57.13 '78-398: saTUNE STW MONTFORT .. 􀁾􀁋􀀸􀁎􀁏􀁒􀁲􀁮 M71ll399Noooal565 fI MAIN 0li/21n9 1,475.18 1,358.82 118.38 13.53 2.00'l{, 31.48 84.88 38.00% 30.58 8588 FIRE
HYDRANT 0li/21n9 1,758.17 1,817.85 1311.52 13.53 3.03% ll8.77 81.75 38.00% 29.43 115I7 2' SEA/ICE'CONN 0li/21n9 439.04 404:41 34.83 13.53 2.00'l{, 9.37 25.28 38.00% 9.09 Il5l8 II MAIN
0li/21n9 29,778.99 27,428.21 2,348.78 13.53 2.00'l{, 835.34 1,713.44 38.00% 818.84 78-401: 􀁾􀁋􀀸􀁎􀁏􀁒􀁲􀁮 MTI8401W0llll08573 II SEA/ICE CONN 08/05179 2"818.82 23,885.85 831.77 13.49
2.00'l{, Zi!4.08 808.89 100.00% 808.89 8574 2' SEA/ICE CONN 08/05179 91.87 88.80 3.07 13.49 2.00'l{, 0.83 2.24 100.00% 2.24 lI515 FIRE HYDRANT oet0lln9 3,307.81 3,198.88 110.73 13.49
3.03% 45.25 85.48 100.00% 85.48 8578 II MAIN 08/05179 4,118.14 3,978.35 131.79 13.49 2.00'l{, 37.17 100.82 100.00% 100.82 8577 II MAIN oet0lln9 110,778.42 49,078.54 1,699.88 13.49 2.00'l{,
4$.110 1,241.38 100.00% 1,241.38 8578 I' SEA/ICE CONN 08/05179 9,334.80 9,022.31 312.49 13.49 2.00'l{, 84.29 231.20 100.00% 231.20 78-093: CELESnAL M71llll9:fN0000902ll l' SEA/ICE CONN
Cl:Y<!1I80 342.18 187.97 174.19 12.89 2.00'l{, 44.22 129.97 100.00% 129.97 9lloI7 II MAIN Cl:Y<!1/80 598.78 293,95 304,83 12.89 2.00'l{, 77.38 227.45 100.00% 227.45 9lloI8 II MAIN Cl:Y<!1/80
3,3lIl.54 1,859.97 1,731.57 12.89 2.00'l{, 438.74 1,283.83 100.00% 1,283.83
8Al£ OF FRMCHI8E TO ADDISON WATER FItCIUliEB. Mo' 11/30182 cCiffiWff,XS8Et XBSiff IA-SENI& MIdINll 6MMa NET YENiiIA DEPRE xas BOOK itO vALUE OF XSSETS NUMBER DESCRPTION DATE COST AMOUNT
COST SERIIICE RATEtYR DEPRE VALUE ADDISO'oI TO ADDISON 78-2311: BAKOWITZ AREA M71ll23lIN0ll0l&835 ARE HYDRANT lWln& l,llOll.48 1,4a4.15 182.31 13.08 3.03% 72.2S 110.05 100.00% 110.05
lllI3lI 8' MAIN ll/Oln& 1,709.27 1,515.30 183.&7 13.08 2.00% lIO.74 143.23 100.00% 14323 11837 12' MAIN 11/01n& 1,044.20 1125.70 118.50 13.08 2.00% 31.00 87.50 100.00% 87.1lO ll838 8'
MAIN lWln& 200.81 178.02 22.7& 13.08 2.00% 11.&8 1&83 100.00% 1&83 &838 8' MAIN ll/01n& 200.81 178.02 22.7& 13.08 2.00% 5.&8 1&83 100.00% 1&83 ll840 8' MAIN ll/Oln& 11,844.38 10.322.&8
1,321.42 13.08 2.00% 3«1.70 &7lI.72 100.00% &7lI.72 11841 8' MAIN ! l1/01n& 843.37 􀀷􀁾􀀮􀀸􀀷 lll5.70 13.08 2.00% 25.04 70.88 100.00% 7Q88 &842 2' SEA/ICE 􀁃􀁾 l1/01n& 573.1lO 1lO8.42
8lI.08 13.08 2.00% 17.03 4&05 100.00% 4&OlI 11843 8' MAIN 11/01n& 281.13 2411.23 31.&0 13.08 2.00% 8.35 23.lIlI 100.00% 23.lIlI &844 12' MAIN lWln& 11,124.70 &,882.215 1,2Si!.45 13.08
2.00% 331.27 832.18 100.00% 832.18 78-5115: EASEMENT BTW MONFORT a 0AK8NOf1TH M71'IlOllM100011045 FIRE HYDRANT OWlll18O 8411.45 442.80 2<11.85 12.45 3.03% 7&01 131.84 100.00% 131.84
11048 8' MAIN OWlll18O &OIl.22 81&.83 28lUl9 12.45 2.00% 72.09 217.1lO 100.00% 217.50 11047 8' MAIN OWlll18O 7,158.&1 4,877.40 2,218.51 12.45 2.00% Ml.47 1,712.04 100.00% 1,712.04 11048
2' SEA/ICE CONN OWlll18O 182.38 110.85 51.71 12.45 2.00% 12.87 3&84 100.00% 3&84 81-245: BAKOWITZ AREA M78124MOOO14818 8' MAIN OW03IlIl 8,72ll.70 3,882.40 2,841.30 11.33 2.00% 844.&1
2,212.38 100.00% 2,212.3Q 1481& 8' MAIN 1l6'OaI81 1,2Cl.&1 718.77 1l21.14 11.33 2.00% 11&.40 407.74 100.00% 407.74 81-4011: EASEMENT .MONTFORr a SAKOwnz M7814OlM/OOO1M18 2' SEA/ICE CONN
OZ'1I1182 8911.42 ll95.89 100.153 10.7& 2.00% 21.70 7&83 100.00% 7&83 15317 12' MAIN 02115182 2,1l41.93 2,174.&7 388.&8 10.7& 3.03% 11&.&8 2«1.&7 100.00% 2«1.&7 15318 8' MAIN 02115182
1,482.48 1,251.35 211.13 10.7& 2.00% 45.57 185.58 100.00% 185.58 1531& 8' MAIN OZ'15182 284.14 243.12 41.02 10.7& 2.00% 8.85 32.17 100.00% 32.17 1!132O 8' MAIN OZ'15182 14,881.07 12,844.lIlI
2,118.112 10.7& 2.00% 4!l8.82 1,851.70 100.00% 1,851.70 111321 12' MAIN OZ'15182 1,810.70 l,lI4II.3O 281.40 10.7& 2.00% 5&42 204.&8 100.00% 204.&8 15322 12' MAIN O2Illi182 11,212.38
&,lllQ.73 1,818.85 10.7& 2.00% 3411.38 1,289.29 100.00% 1,289.29 111323 FIRE HYDRANT 􀁾􀁬􀁬􀁩􀀱􀀸􀀲 2,785.88 2,383.153 402.15 10.79 3.03% 131.50 270.85 100.00% 270.85 111-5211: EASEMENT
.MONTFORr N. OF MONARCH M78152MOOOI57lll5 12' MAIN 07/01/82 &811.87 778.87 1110.80 10.41 2.00% 39.74 151.08 100.00% 151.08 111158 FIRE HYDRANT 07/01/82 1,481.77 1,llll1.2li 283.52 10.41
3.03% 82.82 200.&0 100.00% 200.&0 111157 12' SERIIICE CO'oIN 07/01/82 8,801.14 5,302.28 1,298.88 10.41 2.00% 270.112 1,031.34 100.00% 1,031.34 111158 II MAIN 07/01/82 ll22.12 41&.38
1<2.73 10.41 2.00% 21.40 81.33 100.00% 81.33 111158 II MAIN 07/01/82 5,885.7& 4,ll!lO.1l8 1,114.81 10.41 , 2.00% 232.1& 882.82 100.00% 882.82 IIl1IlO 2' SEA/ICE CONN 07/01/82 372.&4
2S&.58 73.38 10.41 2.00% 15.28 11&10 100.00% 5&10 82-137: EASEMENT .WINNWOOD M782137OOOW18317 l' SEA/ICE CONN 06'04/82 1,&73.47 1,482.87 1110.80 10.32 2.00% 1lJ5.45 4lJ5.35 100.00% 4lJ5.35
18318 tI MAIN 0&'04/1l2 1,814.88 1,llll1.73 417.93 10.32 2.00% 8&28 331.85 100.00% 331.85 1831& II MAIN 0&'04182 1,2lill.84 &30.7& 325.05 10.32 2.00% 87.10 2li7.QlI 100.00% 2!ll'.QlI
18320 II SEA/ICE CONN 0&'04182 5,ll5l:i.83 4,340.14 1,515.89 10.32 2.00% 312.&1 1,212.78 100.00% 1,212.78 83-811: TOllWAY M71D811WOOD2OllIIll a,r"SERIIICE CONN 0a'01/85 471.11 0.00 471.11
7.75 2.00% 73.00 311I.11 8O.llO'llo 240.88 2lJ573 8' MAIN 0a'01/85 1,848.89 0.00 1,848.89 7.75 2.00% 2lIS.48 1,383.40 8D.llO'llo 843.01 2lJ574 1.IISERIIICE CO'oIN 0a'01/85 !l3O.00 0.00
530.00 7.75 2.00% 82.12 􀁾􀀮􀀸􀀸 llO.llO'llo 270.&7 2lJ579 FIRE HYDRANT 0a'01/85 785.18 0.00 785.18 7.75 3.03% 184.31 lllXl.87 llO.llO'llo 383.112 2OlI83 ARE HYDRANT 0a'01/85 7115.1&
0.00 785.18 7.75 3.03% 184.32 lllXl.87 8D.llO'llo 383.153 2lJ584 l' SEA/ICE CONN 0a'01/85 785.18 0.00 785.18 7.75 3.03% 184.32 lllXl.87 llO.llO'llo 383.153 2lJ585 ARE HYDRANT 0a'01/85
785.18 0.00 785.18 7.711 3.03% 184.31 lllXl.87 8O.llO'llo 383.112 2lJ588 8' MAIN 0a'01/85 I,OIl8.28 0.00 I,OIl8.28 7.75 2.00% 170.32 831.&4 8D.llO'llo 582.01 2lJ5Q5 8' MAIN 0a'01/85
1,848.&0 0.00 1,848.&0 7.711 2.00% 255.48 1,383.41 8O.llO'llo 843.01 2lJ587 II MAIN 0a'01/85 1,848.89 0.00 1,848.89 7.75 2.00% 255.48 1,383.40 llO.llO'llo 843.01 2lJ58Q II MAIN 0a'01/85
1,848.89 0.00 1,848.89 7.75 2.00% 255.48 1,383.40 8D.llO'llo 843.01 2OllO1 II MAIN 0a'01/85 I,OIl8.28 0.00 I,OIl8.28 7.711 2.00% . 170.32 831.&4 8O.llO'llo 582.01 84-45: CELESTIAL M7WRNTL7FIRa188A
FIRE HYDRANT 0a'01/85 2,242.34 0.00 2,242.34 7.711 3.03% 531.72 1,7111.82 100.00% 1,715.82 7Wa.078EB 12' MAIN 0a'01/85 82,340.13 0.00 82,340.13 7.75 2.00% 8,858.28 112,880.87 100.00%
112,880.87 7W1l.078lD 12' VALVE 0a'01/85 8,582.48 0.00 8,582.48 7.75 2.00% 1,328.81 7,2r!l2..87 100.00% 7,2r!l2..87 7W1l.078EIH U'SERIIICE CO'oIN 0a'01/85 1,032.82 0.00 1,032.82 7.75
2.00% 18).00 872.82 100.00% 872.82 7W1l.07881 2' SEA/ICE CONN 0a'01/85 2,831.13 0.00 2,831.13 7.75 2.00% 4311.20 2,388.93 100.00% 2,388.93 ..􀁾
SALE OF fRANCHISE TO ADIJSON WATERfACIUliES. Aaol11/30182 CONTRACT/ASSET ASSET 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁷􀀮􀀻􀀻􀀸􀁅􀁒􀁦􀁬􀁾􀁾 CCJlTRIB NET YEARII IN OEpRE Aoo BOOk "TO VALUE OF ASSETS Nl.USER
DEBCFlPIlON DATE C08T AMOUNT C08T SERVICE RATE!I'R OEPRE VALUE AODISa.I TO AOOISON 114-1135: EASEMENT-MONTFORT. SAKOlNllZ M784835NOOO23408 flMAIN oa'03/lI5 347.85 3011.13 41.82 7.24
2.00'lI0 8.08 35.78 1(1).00% 35.78 23408 'Z SEA/ICE CONN 0Q'03IlI5 S2UM 451.20 82.74 7.24 2.00'lI0 8.09 113.85 1(1).00% 113.85 23410 fI MAIN 0Q'03IlI5 1,481.42 1,285.78 1715.88 7.24
2.00'lI0 25.44 11lO.22 1(1).00% 11lO.22 23411 FIRE HYDRANT oa'03/lI5 2,0IIl.73 1,838.78 2llO.84 7.24 3.03'lI. 1l5.08 lS1l.88 1(1).00% lS1l.88 23412 fI MAIN oa'03/lI5 222.70 lS1l.83 2fJ.n
7.24 3.03'lI. 5.87 20.80 1(1).00% 20.80 23413 fI MAIN ; 􀁾 . \: '; 0Q'00I85 18,134.04 ''''84.75 1,838.28 7.24 2.00'lI0 280.87 1,8IlII.42 1(1).00% 1,81l11.42 23414 fI MAIN \ oa'03/lI5
1,781.54 1,581.40 214.14 7.24 2.00'lI0 31.01 183.13 1(1).00% 183.13 :',,1 ...331: BB.lBROOK M785331WOOO1113ll8O FIRE HYDRANT lIlW17/85 11,818.01 11,711.118 111I1.112 7.20 3.03'lI. 23.14
82.88 1(1).00% 82.88 231181 fI MAIN lIlW17/85 l03,ll6O.1l4 101,873.37 1,881.17 7.20 2.00'lI0 271.88 1,815.31 1(1).00% 1,8111.31 231182 fI MAIN lIlW17/85 8,331U7 8,219.72 115.45 7.20
2.00'lI0 18.83 ll8.82 1(1).00% ll8.82 231183 l' SEA/ICE CONN lIlW17/85 5,841.30 11,838.92 1011.38 7.20 2.00'lI0 15.81 82.n 1(1).00% 92.n WATEATOTAL 744,120.12 4lI7,448.34 2411,871.78
n,979.92 111I,891.88 1«1,847.20
SALE OFFRANCHIBE TO ADDIION SEWER FAClUTIEB, Aaof 11/3011I2 60NiAAbi/AYSEI ASiIE. ..-SEROiCE MltiNAt WNifiB ICEI YEAASIN tJEPAE lite BOOk 􀁾􀁩􀁏 '.1£ 6F Ad!Ii NUMBER DESCRIPTION DATE
COST 􀁾􀁏􀁕􀁎􀁔 COST SERVICE RATfJ'IR DEPRE VALUE AOOISON TOAOOSON 7D-182 1D" • 12" MAINS IN BELTLINE • 03/31n1 52,llll6.38 22,521.5 30,143.87 21.87 2.()()'l(, 13,082.31 17,081.41 loo.()()'l(,
17,081.41 UlKE fOREST. OMS NORTH 71-. II IUIN .. NOEl. ROM) 03/31n2 11,807.83 11,283.43 2,324.20 20.87 2.()()'l(, 1180.87 1,363.53 83.()()'l(, 86'UI2 72-1lII II MNN .. 'lIIIttl'I= 􀁾
a&K 03/31n3 8,000.00 0.00 11,000.00 111.87 2.()()'l(, 2,380.00 3,840.00 loo.()()'l(, 3,840.00 􀀮􀁣􀁡􀁅􀀸􀁔􀁬􀀴􀀮􀁩􀁬􀁾􀀮 􀁲􀁾􀁾􀀬 􀁾􀀬 􀁾􀀱􀀱 -74-143 II IUIN ....." _: 03/31n6 9,123.74
9,123.74 0.00 17.87 2.()()'l(, 0.00 0.00 loo.()()'l(, 0.00 ; 􀀧􀀡􀀺􀀮􀀼􀁾 71-1lII2: BMOWiTZ 􀁍􀁾􀀺􀀮 M77831aYOOOO8I «I 8' MAIN 041031711 6,917.30 6,486.87 421.83 13.lIlI 2.()()'l(, 116.18
308.45 loo.()()'l(, 308.45 8141 8' SERVICE CONN 04103179 103.82 98.42 7.40 13.lIlI 2.()()'l(, 2.02 5.38 loo.()()'l(, 6.38 8142 8' MAIN 04103179 138.42 128.68 ll.lIlI 13.lIlI 2.()()'l(,
2.119 7.17 loo.()()'l(, 7.17 8143 8' SERVICE CONN 04103179 2,696.31 2,410.38 184.93-13.lIlI 2.()()'l(, 60.52 134.41 loo.()()'l(, 134.41 8144 f1 MAIN 04103179 1,881.07 l,747.Q4 134.03
13.lIlI 2.()()'l(, 38.111 117.42 loo.()()'l(, 117.42 8145 f1 MAIN 04103179 211,173.19 24,308.21 l,lIlI4.9ll 13.lIlI 2.()()'l(, 609.44 1,36652 loo.()()'l(, 1,36652 8148 II MAIN 04103179
138.41 1211.56 11.88 13.lIlI 2.()()'l(, 2.119 7.17 loo.()()'l(, 7.17 8147 48' MANHQ.E 04103179 3,287.39 3,063.16 234.24 13.lIlI 2.()()'l(, 83.99 170.25 loo.()()'l(, 170.25 8148 48' MANHQ.E
04103I79 1167.48 1110:83 48.86 13.lIlI 2.()()'l(, 12.80 34.06 loo.()()'l(, 34.06 11149 II SERVICE CONN O4/03f19 1122.87 6711.49 44.38 13.lIlI 2.()()'l(, 12.12 32.211 loo.()()'l(, 32.211
8160 8' MAIN 04103179 3,660.39 3,297.41 252.98 13.lIlI 2.()()'l(, 119.11 183.117 loo.()()'l(, 183.87 8161 8' SERVICE CONN 04103179 416.25 386.lIlI 29.69 13.lIlI 2.()()'l(, 8.08 21.61
loo.()()'l(, 21.61 8162 8' SERVICE CONN 041031711 121.11 112.48 8.83 13.lIlI 2.()()'l(, 2.38 8.27 loo.()()'l(, 8.27 71-.8: EASEMENT IN NOEL M778311aYlXlOO8682 48'MANHOLE O4/O917ll 1,887.07
1,392.72 494.36 13.84 2.()()'l(, 134.88 359.47 loo.()()'l(, 359.47 85lI3 II MAIN 04/00118 3,019.31 2,228.38 790.95 13.84 2.()()'l(, 216.80 675.16 loo.()()'l(, 676.15 8684 II SERVICECONN
O4/O917ll 696.92 439.81 168.11 13.84 2.()()'l(, 42.69 113.52 loo.()()'l(, 113.52 78-400: asEMENT BTW MONWDU a ONCB NauH M7784OOWOOOO8689 f1 MAIN 06I21n9 14,990.01 13,445.76 1,64428 13.63
2.()()'l(, 417.72 1,1211.54 loo.()()'l(, 1,128.54 8170 f1 SERVICE CONN 06I21n9 117.29 105.21 12.08 13.63 2.()()'l(, 3.27 8.81 loo.()()'l(, 8.81 8171 48' MANHQ.E 06I21n9 742.85 lllI6.32
78.63 13.63 2.()()'l(, 20.70 56.83 loo.()()'l(, 56.83 8172 8' MAIN 06I21n9 168.39 140.28 18.11 13.63 2.()()'l(, 4.38 11.76 loo.()()'l(, 11.75 71-4Q2: OMS NORT" . M778«1aYOOOO86711 8'
MAIN 0lI/05f19 811,087.114 lIlI,406.:ll l,lIlI234 13.49 2.()()'l(, 463.78 1,2211.58 loo.()()'l(, 1,228M 8611I 48'MANHOLE CJeI05I79 11,388.98 8,182.20 208.78 13.49 2.()()'l(, 56.77 151.01
loo.()()'l(, 161.01 8681 8' SERVICE CONN CJeI05I79 11,994.42' 11,lI98.lIi 298.37 13.49 2.()()'l(, 79.94 . 2111.43 l00.()()'l(, 2111.43 8IiII2 f1 MAIN CJeI05I79 1,08424 1,057.45 2lI.711
13.49 2.()()'l(, 7.23 111.68 loo.()()'l(, 111.68 78-CBt EMEIENT 8. OF CElE8TW. M779094WOOOO9029 f1 MAIN 03121/80 6,1185.111 4,46821 1,197.40 12.119 2.()()'l(, 303.94 893.48 loo.()()'l(,
893.48 IlO3O f1 SERVICE CONN 03121/80 -363.811 278.91 74.76 12.119 2.()()'l(, 18.97 . 56.78 loo.()()'l(, 56.78 9031 f1 MAIN 03121/80 14,184.03 11,170.63 2,993.50 12.119 2.()()'l(, 769.85
2,233.115 loo.()()'l(, 2,233.115 11I32 48'MANHOlE 03121/80 1,78829 1,39457 373.72 12.119 2.()()'l(, 94.811 278.811 loo.()()'l(, 278.811 78-240: BMOWITZ AREA M77824aNOOOO1l641i 8' SERVICE
CONN 11,(l1n9 299.211 2111.71 17.65 13.08 2.()()'l(, 4.59 12.98 loo.()()'l(, 12.98 11648 8' MAIN 11,(l1n9 133.00 125.20 7.80 13.08 2.()()'l(, 2.04 6.78 loo.()()'l(, 6.711 11647 48' MANHOLE
11,(l1n9 831.711 694.71 37.05 13.08 2.()()'l(, 9.119 27.38 loo.()()'l(, 27.38 Q848 f1 MAIN 11,(l1n9 3,794.59 3,672.06 222.64 13.08 2.()()'l(, 58.22 1114.32 loo.()()'l(, 184.32 78-&11t
BEll BRANCH M7795111W000ll049 f1 SERVICE CONN 0lII19/l1O 798.28 827.711 170.50 12.46 2.()()'l(, 42.45 128.06 loo.()()'l(, 128.06 8O-2i8: EMEMENT • OAKS NanH M7l10258Wooo12l1l17 f1 MAIN
08121/80 1,028.49 477.84 660.85 12.28 2.()()'l(, 135.23 415.82 1oo.()()'l(, 416.82 12681 48'MANHOLE 08121/10 2,035.54 945.32 1,09022 12.28 2.()()'l(, 2117.116 1122.57 1oo.()()'l(, 1122.67
12688 8' SERVICE CONN 08121/80 321.40 149.211 172.14 12.28 2.()()'l(, 42.211 129.88 1oo.()()'l(, 129.88 􀁾
SAl£ OF FRANaiISE TO NJDBON SEWER FAClU11EB, All of 11130o'lI2 eoN. HAC. JAii§E I X!iR' tN-SERViCE ORIGINAL WNIH8 HEI YEARS IN a;:PRE ------,,;;c BOOR 􀁾􀁉􀁵 'ALE OF UiiEii NUMBER DESCRIPTION
DATE COST AMOUNT COST SERVICE 􀁒􀁁􀁔􀁾 DEPRE VAlUE ADDISON TO ADDISON 11-408: EASEMENT. MONfORT. NOEL M78t 4OllWDOOlli324 48'MANHOLE 02115/82 3,429.84 1,ll54.31 1,475.53 10.79 2.00'll.
318.47 1,157.08 1oo.00'll. 1,157.1JlS 15325 f1 SERVICE CONN 02115/82 1,083.11 817.15 485.98 10.79 2.00'll. 100.57 3lI5.39 loo.OO'll. 3lI5.39 15328 f1 MAIN 02115182 722.08 411.43 310.63
10.79 2.00'll. 87.04 243.59 loo.OO'll. 243.159 15327 f1 MAIN 02115182 3,234.88 1,84322 1,391.88 10.79 2.00'll. 300.37 1,091.29 loo.OO'll. 1,091.29 l1-SICt EMEIIENT,.􀁜􀁾􀀱􀁈 M78153OWOOO15781
f1 MAIN ; e,' 􀂷􀀧􀁾􀀢􀀧􀁬􀁖􀀡􀀺􀀮􀁬􀂷􀀮􀀧 i ' 07/01182 1,280.41 228.81 1,033.80 10.41 2.00'll. 215.28 818.32 loo.OO'll. 818.32 15782 f1 SERVICE 􀁾􀀺􀀧􀀺􀂷􀀮􀁉􀂷􀂷 .. ; ., . 07/01182
945.31 170.11 775.20 10.41 2.00'll. 181.48 813.74 loo.OO'll. 813.74 16783 8'MAIN' . . 07/01182 2,4ll5.8O 449,08 2,048.52 10.41 2,00'll. 426.24 1,82028 1oo.00'll. 1,82028 12-1lit W1NNWOOO
M78213llWDOOl6321 8' SERVICE CONII 08/04182 l,n8.09 1,507.73 270.38 10.32 2.00'll. 55.81 214.55 1oo.00'll. 214.55 18322 8' MAIN 08/04182 24,343.111 20,842.15 3,701.48 10.32 2.00'll.
784.15 2,937.31 loo.OO'll. 2,937.31 18323 48'MANHOLE 08/04182 4,094.88 3,472.34 822.84 10.32 2.00'll. 128.54 494.10 loo.OO'll. 494.10 83-132 EMEIlENT 8. OF CElESTIAL M7113732W00020937
f1 MAIN 101111184 41,493.97 20,147.18 21,348.79 8.11 2.00'll. 3,484.11 17,882.11I 11.00'll. 1,987.09 2Oll38 48' MANHa.E 101111184 14,787.59 7,180.04 7,807.55 8.11 2.00'll. 1,234.54 8,373Dl
11 ,00'll. 701.03 2OQ3Q f1 MAIN 101111184 328.82 1159.68 1119.08 8,11 2.00'll. 27.43 141.63 l'.OO'll. 15.68 20940 f1 LATERAL 101111184 2,484.69 1,198.87 1,287.92 8.11 2.00'll. 205.76
1,082.16 l'.OO'll. 118.84 2OIM1 48'MANHOLE 101111184 8,243.85 3,031.1;7 3,212.08 8.11 2.00'll. 521.25 2,1l9O.B3 l'.OO'll. 295.119 11-111: TOLLWAY M7631111Woo0211570 48'MANHOLE 03/01/85
85 1,491.88 0.00 1,491.88 7.75 2.00'll. 231.18 1,280.70 1oo.00'll. 1,280.70 20578 fI SERVICECONII 03101/85 942.22 O.oq 942.22 7.75 2.00'll. 145.119 798.23 loo.OO'll. 798.23 20681 48'MANHOLE
03/01/85 1,491.85 0.00 1,491.85 7.75 2.00'll. 231.15 1,280.70 loo.OO'll. 1,280.70 20591 f1 SERVICE CONN 03101185 471.11 0.00 471.11 . 7.75 2.00'll. 73.00 398.11 loo.OO'll. 398.11 l4-ma
EIl8EIIENT • MONTFORT & NOEL. M784838W00023415 48' MANHa.E 09I03Ill5 987.113 815.50 152.33 7.24 2.00'll. 22.08 130.27 loo.OO'll. 130.27 23418 f1 MAIN 09/03185 8,85724 7,483.15 1,394.09
7.24 2.00'll. 201.91 1,192.18 loo.OO'll. 1,192.18 23417 f1 SERVICE CONN 0llI0aI85 811.27 515.08 98.21 7.24 2.00'll. 13.93 82.28 loo.OO'll. 82.28 23418 f1 MAIN 09103/85 203.78 171.119
32.07 7.24 2.00'll. 4.84 27.43 loo.OO'll. 27.43 1&-.2: BELLBROOK M7l1fi33aYoo0231l84 fI MAIN 09/17/85 1,185.72 l,lQ2D5 113.87 7;.20 2.00'll. 12.05 71.82 loo.OO'll. 71.1J2 238115 48'MANHOLE
09/17/85 13,517.13 12,5113.34 953.79 7.20 2.00'll. 137.40 818,39 loo.OO'll. 818.39 238118 8' MAIN 09/17/85 116,838.80 108,408.41 8,230.19 7.20 2.00'lI. 1,185.80 7,044.59 loo.OO'll. 7,044.59
238117 fI SERVICE CONII 09/17/85 8,181.42 7,804,13 577.29 7.20 2.00'll. 113.18 494.13 loo.OO'll. 494.13 23Q88 48' MANHa.E 09/17/85 1,778.57 1,853D7 125.50 7.20 2.00'll. 18.08 107.42
loo.OO'll. 107.42 81-048 W1NNWOCD M788048OO8P f1 MAIN 10115/88 108 410,8ll ilUJ2Jl! .1lL22ll.25. 4,13 2.00'll. 􀁾 􀁾 loo.OO'lI. .&..alIU2 SEWEATOTAL 83B.4Il21i5 612.!i97.26 125.1lIlI521l
􀁾 .lI!.2lWIl iIlIJIIlliJIl 􀀬􀁩􀁾 J1j
• dallas water utilities City Hall • Dallas. Texas 75201 • 214 670-3146 October 16, 1992 CERTIFIED MAIL P 572 400 474 Mr. Ron Whitehead City Manager Town of Addison P.O. Box 144 Addison,
Texas 75001 Dear Ron: Enclosed for your information is a copy of the final Cost of Service Study for 1992 and a copy of Dallas' Ordinance No. 21430 passed on September 23, 1992, adjusting
rates for water and wastewater services developed by the Cost Study. The new rates for treated water, effective on October 1, 1992, are: Two-Part: Volume Charge: Demand Charge: $0.3085
per 1000 gallons $128,041 per MGD Flat: $1.1088 per 1000 gallons 􀁄􀁡􀁬􀁬􀁡􀁾 Water utilities will continue reviewing the adequacy of rates and perform annual cost of service studies.
Contracts with certain -customers require a specific notice in advance of a revision in rates while others do not. However, we want to be sure that all customers receive the same information.
Therefore, please consider this letter as our notice of intent to revise rates on or about October 1, 1993, to cover the cost of treated water service. The amount of that revision will
be determined cooperatively with your participation invited during the coming months. We will keep you informed as we progress. If there are any questions or if you need assistance,
please call me or David Ryburn. Michael S. Marcotte ID.I,.q 2. Director trc enclosure: 􀁏􀁲􀁤􀁩􀁾􀁡􀁮􀁣􀁥 No. 21430 1992 Cost of Service Study c: Randy Moravec, Director of Finance Addison
Don Preece, Director of utilities Addison A city utility providing Dallas with water purification and distribution, waste water collection and treatment
• dallaswateruTIIITI9S City Hall • Dallas. Texas 75201 • 214 670-3146 October 16, 1992 CERTIFIED MAIL P 572 400 464 Mr. Ron Whitehead City Manager Town of Addison P.O. Box 144 Addison, Texas
75001 Dear Ron: Enclosed for your information is a copy of the final Cost of service study for 1992 and a copy of Dallas' Ordinance No. 21430 passed on September 23, 1992, adjusting
rates for water and wastewater services. The rate for wastewater service is $1.274 per 1000 gallons and applies to both metered and unmetered wastewater customers. An infiltration and
inflow adjustment factor of 15.1% will be applied to the winter month's consumption'average total to determine the billable volume for unmetered wastewater flow. The new rates are effective
October 1, 1992. Dallas Water utilities will continue reviewing the adequacy of rates and perform annual cost of service studies. Contracts with certain customers require a specific
notice in advance of a revision in rates while others do not. However, we want to be sure that all customers receive the same information. Therefore, please consider this letter as our
notice of intent to revise rates on or about October 1, 1993, to cover the cost of providing wastewater service. The amount of that revision will be determined cooperatively with your
participation invited during the coming months. We will keep you informed as we progress. If there are any questions or if you need assistance, please call me or David Ryburn. 􀁾􀁾 Michael
S. Marcotte /D./'.92 Director trc enclosure: Ordinance No. 21061 1992 Cost of Service study c: Randy Moravec, Director of Finance Addison Don Preece, Director of utilities Addison A
city utility providing Dallas with water purification and distribution. waste water collection and treatment
􀀮􀁾 . .dallas water utilities ( . Enclosed are the results of scmples collected at the City of Addison points of entry for May 5 through May 12, 1992. Parameters imicated .umer Olapter
49 of the Dallas City COde were sanpled am the results appear on the attached zeport of analysis. A priority pollutant scan was also c::x:miucted on May 7, 1992. '!be results appear
on the attached priority pollutant report. No pollutants of concern were otserved. . 'IJ: For the survey period May 5 through May 12, the average TSS concentration was 208 ng/L am the
average BOD concentration was 235 ng/L. Because the average TSS am BOD 'cxmcentrations do not exceed 250 ng/L, a surcharge rate will not be assessed. 'lhese averages have been calculated
by multiplyin] the volune of wastewater discharged (imicated on the attached report) by the concentration for the same period. '!he products are totaled am divided by the total volune
to give a flow weighted average. If you have any questions, please do not hesitate to call De at 670-5886. Sincerely, W. David Rykm:n 􀁾􀁥􀁲 . 􀁜􀁾􀁬􀁥􀁳􀁡􀁬􀁥 services Division b .
r\􀁾""Illy providing Dallas wi'" .....'\
dallas water utilities Industrial Waste Control Division 1350 Manufacturing 51. Suite 207 Dallas, Texas 75207 214/670-4424 DALLAS WATER UTILITIES -Report of Analysis CITY OF ADDISON
POINT OF ENTRY Date 05/09/92 05/10/92 . 05/10/92 05/10/92 05/11/92 05/11/92 05/11/92 Lab Number X--,-7604 X-7612 X-7610 X-7611 X-7618 X-7620 X-7619 Volume 1072 2440 1377 2105 690 2521
2626 pH Total Suspended Solids 174 126 106 94 171 211 􀁾􀀵􀀵 Biochemical Oxygen Demand 133 146 220 201 156 158 471 Cyanide 0.005 0.005 0.005 0.005 0.005 0.005 0.005 Cadmium 0.01 0.01
0.01 0.01 0.01 0.01 0.01 Chromium 0.05 0.05 0.05 0.05 0.05 0.05 0.05 Copper 0.05 0.05 0.05 0.05 0.05 0.06 0.08 IJead 0.01 0.01 0.01 0.01 0.01 0.01 O.Ol Mercury 0.002 0.002 0.002 0.002
0.002 0.002 0.002 Nickel 0.05 0.05 0.05 0.05 0.05 0.05 0,05 Silvel' 0.01 0.01 0.01 0.01 0.01 0.01 0.01 Zinc 0.05 0.06 0.05 0.18 0.09 0.1 {'\ l' ",! • 1...L Total Metals Arsenic 0.01
0.01 0.01 0.01 0.01 0.01 0.01 Barium 0.05 0.05 0.05 0.05 0.05 0.05 o.c:: Grease Acetone Benzene 0.002 0.002 0.002 0.002 0.004 0.002 0.002 0.002 Ethyl Benzene 0.002 0.002 0.002 0.004
0.002 0.002 0.01 􀁉􀁳􀁯􀁰􀁲􀁯􀁰􀁹􀁾 Alcohol :"1ethyl Alcohol :'<lethyl Ethyl Ketone ;'Iethylene Chluride 0.05 0.05 0.05 0.05 0.05 0.,05 0.0.5 Phenol Toluene 0.002 0.002 0.002 0.004 0.002
0.002 0.002 Xylene 0.002 0.002 0.002 0.004 0.002 0.009 O.OG::i Chemical Oxygen Demand Site ACADEHY K. SPRINGS ACADEMY BRANCH ACADEMY rcL SPRINGS BRAr-;CH All results. except . .for rH.,
are reported ip liIi?jJ. .. . . A CItY utility prOViding Dallas With water pUrification and distribution, waste water collection and treatment
dallas water UTiliTies Industrial Waste Control Division 1350 Manufacturing St Suite 207 Dallas, Texas 75207 214/670-4424 DALLAS WATER UTILITIES -Report of Analysis CITY OF ADDISON POINT
OF ENTRY Date 05/12/92 05/12/92 05/12/92 Average Lab Number X-7640 X-7643 X-7642 Volume 1073 2858 2378 pH Total Suspended Solids 108 318 192 208 Biochemical Oxygen Demand 144 328 182
235 Cyanide 0.005 0.005 0.005 0.006 Cadmium 0.01 0.01 0.01 0.01 Chromium 0.05 0.05 0.05 0.05 Copper 0.07 0.07 0.05 0.06 Lead 0.01 0.01 0.01 0.01 Mercury 0.002 0.002 0.002 0.002 Nickel
0.05 D.05 0.05 0.05 Silver 0.02 0.01 0.01 0.01 Zinc 0.14 0.1 0.07 0.10 Total Metals ,\rsenic 0.01 0.01 0.01 0.010 BarilUl1 0.0:3 0.05 0.05 0.05 Grease Acetone Benzene 0.002 0.002 0.002
0.003 Ethyl Benzene 0.002 0.009 0.009 0.004 􀁾􀀺􀀺􀀽􀀻􀁯􀁰􀁲􀁯􀁰􀁹􀁬 Alcohol \1ethyl Alcohol !'1ethyl Ethyl Ketone \Iethylene Chloride 0.05 0.05 0.05 0.049 Phenol Toluene 0.002 0.002
0.002 0.003 Xylene 0.013 0.057 0.061 0.011 Chemical Oxygen Demand Site ACADE1"IY K. SPRDrGS BRANCH All l'esults. except . .for nH. :::tu' t'enorted in mg/1. . . . . A City utility providing
Dallas With water pUrlflcalfon and dlstnbullon, waste water collection and treatment
cJoIIQswater UTilitIeS Industrial Waste Control Division 1350 Manufacturing St. Suite 207, Dallas, Texas 75207 (214) 670·4424 or (214) 670·3803 DALLAS WATER UTILITIES -Report of Analysis
PRIORITY POLLUTANT REPORT CITY OF ADDISON -POINT OF ENTRY Lab Number SITE 05/07/92 X-7548 ACADEMY 05/07/92 05/07/92 X-7549 X-7550 BRANCH K. SPRINGS DIETHYL PHTHALATE BIS (2 EHTYLHEXYL)
PHTHALATE 1,1 DICHLOROETHYLENE CHLOROFORM 0.008 0.006 0.005 0.005 0.006 0.008 All results are reported in milligrams per liter (mg/L). A city utility providing Dallas with water purification
and distribution, waste water collection and treatment
dallas waTer UTiliTies City Hall. Dallas, Texas 75277. (214)670·3146 FebrUary 18, 1992 Mr. Don Preece Director of utilities Ta.m of Addi son P.O. Box 144 Addison, Texas 75001 Dear Don:
we have OCI1Sidered your .reo iluiendatian for providin;J a crEdit on wholesale wastewater ac:x:xJm'lts 􀁦􀁾 TSS am OOD loadiD;Js below 250 rrq/L. Please be assured that Dallas water
utilities strives to administer rates on a fair am equitable basis to all aJStaners. UIxler the current cost-of-se,rvice methodology' established by agreement with the wholesale aJStaners"a
credit for TSS am OODloadiD;Js below 250 rrq/L carmot be provided•. TSS ,am.OOD· are two of the five CHIlf'Onents' used to allocate'.costs·am set. rates in the cost study. -IJbe study
uses an average sewage st.ren1thof 250· nq/L of OOD 􀁾 TSS for all custaDer classes. '!he base wastewater rate is dete.nni.ned usin;J these -values. A SUrdlarge rate is determ:ined for
TSS am OOD loadin.Js above 250 rrq/L based on the additional costs involved in the treatment process. 0lstaIers exc::eedinl the 250 nq/L base aIIDD1t nust pay for their share of the
excess treatment cost through -the surcharge 'rates. '!he surcharge is an additional cost for service, it is not a penalty. Dallas water utilities' rates are based on projected reverme
requirements for the study year. To chanje IHJ's revenue method by providin;J credits for TSS am OOD loadings below 250 nq/L, would create a revenue \.1nier-recovery. -A revision in
the TSS am OOD allocation portion of the rate methodology would not 􀁾􀁥-the total revenue requi.remei1t bIt could -have the possibility of reallocatin] sane costs by custaDer class.
'!he probable result would be that the actual cost per wholesale custaDer would not c.har¥]e significantly. several methods are used by other entities for the allocation of TSS am OOD
loadilxJs in their cost-of-service studies. '!he goal of-all methods is to fairly allocate costs to aJStaners so that they pay for their share of the Usage of tJ:1e system am plant.
Dallas Water utilities is in the process of hirirg a consultant to -review its wholesale water am wastewater rate methodologies am it is anticipated tl)at the allocation of TSS am OOD
loadin.Js will be included in this review. In the n&mtime, we will oanti.nue to use-the current cost-of-service methods '-tmti.l the consultant's study is canpleted am any rec:aamerxled
c.han:Jes in the rate methcdology 􀁾 􀁲􀁥􀁳􀁯􀁬􀁾􀀮 A city utility prOViding Dallas with water purification and distribution, waste water collection and treatment
February 18, 1992 Mr. Don Preece Page 2 I appreciate your interest am concem regardin;J the TSS am BOD loadiIg cost allocations. Please call me if I can be of assistance. S:inc::erely,
W. David Ryb.trn Manager Wholesale Services Division trc OJ Matalyn Harp, Assistant Director Jody Puckett, Dep.Ity Director PlanI'linj Vicki Reed, Manager Pl.annirg
..ADDisoN UTILITIES DEPARTMENT 􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀁉􀁉􀀡􀀡􀀡􀀡􀀡􀀡􀁉􀁉􀀡􀀡􀀡􀀡􀀡􀀡􀁉􀁉􀀡􀀡􀀡􀁾 (214) 450-2879 FAX (214) 931-6643 October 31, 1991 Mr. W. David Ryburn
Dallas Water Utilities City Hall Dallas, Texas 75277 Dear David: Post Office Box 144, Addison, Texas 75001 16801 Westgrove I just received our latest wastewater sampling survey for Oct.
1 through Oct. 9. The average TSS concentration was 207 mg/L and the 􀁡􀁶􀁥􀁲􀁡􀁧􀁾 BOD concentration was 160 mg/L. Because the TSS and BOD concentrations did' not exceed 250 mg/L no
surcharge was assessed. In September our TSS was 259 mg/L and we were assessed a surcharge of $204.61. In July our TSS was 323 and 􀁾􀁵􀁲 BOD was 249 and we were assessed a surcharge
of $1,466.14. It appears that we are assessed a penalty whenever we go beyond the 250 mg/L limit, but we are not issued a credit whenever we, are below the 250 mg/L limit. If the three
months had been averaged our surcharge would have been substantially less than the $1,670.75 we were were charged. I am aware that to change and Agreement that below 250 mg/L. the the
"Local Limits for Wastewater" are about I would like to see changes in the Wastewater would allow a credit for all unused TSS and BOD I do not object to paying a penalty for wastewater
BOD and TSS over 250 mg/l 􀁾􀁵􀁴 I do expect a credit when our wastewater is below 250 mg/l. Your assistance in this important issue is appreciated. I am looking forward to receiving
your comments on my request. Please call me if you have' any questions or would like to discuss· this further. 􀁓􀁩􀀷􀁊􀀻􀀺􀁬􀁬􀁾 􀁾 F. Preece Director of Utilities Addison c: Phil Boyd
0 .... '" W'h4+""'h"",,,,-l
.. 􀀧􀀻􀀧􀁾􀁾􀀮 .􀁾 . 􀁉􀂷􀁾􀀧 '. Acity utility providing Dallas with water purification and distribution, waste water collection 􀁾􀁮􀁤 treatment · :'..' .
CITY OF ADDISON ACCOUNT NO.'S 221-1202003, 221-1202250 AND 221-1202359 CALCULATION OF BILLING FOR EXCESS STRENGTH ,WASTEWATER DISCHARGE FOR NOVEMBER 1992 Cs = $1.18073 (cost factor for
BOD treatment) Cs = $1.08777 (cost factor for TSS treatment) BOD = 313 mg/l > 250 mg/l allowable discharge strength TSS = 313 mg/l > 250 mg/l allowable discharge strength (Point of Entry
test results are attached) = Cs(BOD -250) + Cs(TSS -250) = $1.18073(313 -250) + $1.08777(313 = $1.18073(63) + $1.08777(63) = $74.39,+ $68.53 =$142.92 -250) Sw = Cost per Million Gallons
= $142.92 Cost per Thousand Gallons = Cost per Million Gallons /1000 = $142.92 /1000 = $0.14292 Wastewater Volume in November 1992 Billing Period = 10,045 (x1000) gals 4,237 (x1000)
gals 7,628 (x1000) gals 21,910 (x1000) gals Surcharge for November 1992 = Volume*(Cost*) = 21,910($0.14292) = $3,131.38 ------------------*in thousands of gallons
dallas water UTiliTies Industrial Waste Control Division 1350 Manufacturing St Suite 207 Dallas, Texas 75207 214/670-4424 DALLAS WATER UTILITIES -Report of Analysis CITY OF ADDISON Date
11/07/92 11/08/92 11/08/92 11/08/92 11/09/92 11/09/92 11/09/92 Lab Number Y-0463 Y-0471 Y-0470 Y-0469 Y-0481 Y-0480 Y-0482 Volume 223.4 268.9 240.3 119.5 259.4 142.6 355.1 pH Total Suspended
Solids 145 138 204 248 115 􀀮􀁾 218 Biochemical Oxygen Demand 179 172 395 307 275 924 191 Cyanide 0.005 0.005 0.005 0.005 0.005 0.005 0.005 Cadmium 0.01 0.01 0.01 0.01 0.01 0.01 0.01
Chromium 0.05 0.05 0.05 0.05 0.05 0.05 0.05 Copper 0.05 0.05 5 0.05 0.05 0.05 0.05 Lead 0.02 0.01 0.01 0.01 0.02 0.01 0.05 Mercury 0.002 0.002 0.002 0.002 0.002 0.002 0.002 Nickel 0.05
.0.05 0.05 0.05 0.05 0.05 0.05 Silver 0.01 0.01 0.01 0.01 0.01 0.01 0.01 Zinc 0.05 0.08 0.05 0.08 0.06 0.09 0.08 Total Metals Arsenic 0.01 0.01 0.01 0.01 0.01 0.01 0.01 Barium 0.05 0.05
0.05 0.05 0.05 0.05 0.05 Grease Acetone Benzene 0.002 0.002 0.002 0.002 0.005 0.005 0.002 Ethyl Benzene 0.002 0.002 0.002 0.002 0.005 0.005 0.002 Isopropyl Alcohol Methyl Alcohol Methyl
Ethyl Ketone Methylene Chloride 0.05 0.05 0.05 0.05 0.05 0.05 0.05 Phenol Toluene 0.026 0.006 0.002 0.002 0.007 0.005 0.002 Xylene 0.005 0.003 0.002 0.002 0.005 0.005 0.002 FLASH CUP
Site K.S. K.S. BRANCH ACADEMY BRANCH ACADEMY K.S. All resul ts , 􀁥􀁸􀁾􀁾􀁵􀁊􀀻􀁗􀁰􀁲􀁾􀁩􀁮􀁱􀁭􀁬􀁬􀁦􀁾􀀪􀀡􀁜􀁾 􀁍􀁩􀁦􀁎􀁩􀀶􀁾 and distribution, waste water collection and treatment
dallas waTer utiliTies Industrial Waste Control Division 1350 Manufacturing St Suite 207 Dallas, Texas 75207 214/670-4424 DALLAS WATER UTILITIES -Report of Analysis CITY OF ADDISON Date
11/10/92 11/10/92 11/10/92 Average Lab Number Y-0504 Y-0503 Y-0505 Volume 558.7 501.1 352.2 pH _.?O?': 􀀮􀀻􀀺􀀻􀀺􀀻􀀺􀁾 􀁾 Total Suspended Solids t;t5° 259 313 Biochemical Oxygen Demand
1100 189 298 313 Cyanide 0.005 0.005 0.005 0.005 Cadmium 0.01 0.01 0.01 0.01 ChromiUII 0.05 0.05 0.05 0.05 Copper 0.1 0.05 0.07 0.30 Lead 0.02 0.01 0.01 0.02 Mercury 0.002 0.002 0.002
0.002 Nickel 0.05 0.05 0.05 0.05 Silver 0.01 0.01 0.01 0.01 Zinc 0.27 0.14 0.1 0.13 Total Metals Arsenic 0.01 0.01 0.01 0.010 Barium 0.05 0.05-0.05 􀀰􀁾􀀰􀀶 Grease Acetone Benzene 0.002
0.002 0.002 0.002 Ethyl Benzene 0.002 0.002 0.002 0.002 Isopropyl Alcohol Methyl Alcohol Methyl Ethyl Ketone Methylene Chloride 0.05 0.05 0.05 0.063 Phenol Toluene 0.002 0.002 0.004
0.004 Xylene 0.002 0.002 0.002 0.002 FLASH CUP Site BRANCH ACADEMY K.S. All results, 􀁥􀁘􀁾􀁾􀁵􀁴􀁦􀁦􀁩􀁗􀁰􀁲􀀸􀁍􀁴􀁬􀁬􀁩􀁮􀁥􀁭􀁬􀁬􀁦􀁾􀀪􀁾􀁩􀁦􀁎􀁫􀁊􀁩-and distribution, 􀁾􀁡􀁳􀁴􀁥 water
collection and treatment
dallas water UTiliTies Industrial Waste Control Division 1350 Manufacturing 51. Suite 207 Dallas, Texas 75207 214/670-4424 􀁄􀁁􀁌􀁾 WATER UTILITIES -Report of Analysis CITY OF ADDISON
Date 11/05/92 11/05/92 11/06/92 11/06/92 11/06/92 11/07/92 11/07/92 Lab Number Y-0411 Y-04l0' Y-0439 Y-0440 Y-044l Y-0462 Y-0461 Volume 252.5 118 126.7 270.5 324.1 212.4 97 pH Total
Suspended Solids :lJ2 119 133 S? 106 197 230 .. Biochemical Oxygen Demand 364 128 207 420 216 321· 130 Cyanide 0.005 0.005 0.005 0.005 0.005 0.005 0.005 CadmiUIB 0.01 0.01 0.01 0.01
0.01 0.01 0.01 Chromium 0.05 0.05 0.05 0.05 0.05 0.05 0.05 Copper 0.06 0.05 0.05 0.06 0.17 0.05 0.05 Lead 0.01-0.01 0.05 0.01 0.04 0.01 0.01 Mercury 0.002 0.002 0.002 0.002 0.002 0.002
0.002 Nickel 0.05 0.05 0.05 0.05 0.05 0.05 0.05 Silver 0.01 0.01 0.01 0.01 0.04 0.01 0.01 Zinc 0.12 0.05 0.08 0.09 1.02 0.07 0.05 Total Metals Arsenic 0.01 0.01 0.01 0.01 0.01 0.01 0.01
Barium 0.05 0.1 0.05 0.05 0.13 0.05 0.05 Grease Acetone Benzene 0.002 ,0.002 0.002 0.002 0.002 0.002 0.002 Et_hyl Benzene 0.002 0.002 0.002 0.002 0.002 0.002 0.002 Isopropyl Alcohol
Methyl Alcohol Methyl Ethyl Ketone Methylene Chloride 0.2 0.12 0.05 0.05 0.05 0.05 0.05 Phenol Toluene 0.002 0.002 0.002 0.002 0.002 0.002 0.002 Xylene 0.002 0.002 0.002 0.002 0.002
0.002 0.002 FLASH CUP Site BRANCH ACADEMY ACADEMY .BRANCH K.S. BRANCH ACADEMY All results, 􀁥􀁘􀁾􀁾􀁵􀁴􀁦􀁗􀀧􀁰􀀬􀁩􀁪􀁍􀁾􀁩􀁮􀁾􀁬􀁉􀁡􀁾􀀪􀁾􀁲􀁾􀁩􀁦􀁩􀁎􀁦􀀶􀁬􀀬􀀭􀁡􀁮􀁤distribution, waste
water collection and treatment
cJallaswaTer utiliTies Industrial Waste Control Division 1350 Manufacturing St Suite 207 Dallas, Texas 75207 214/670-4424 DALLAS WATER UTILITIES -Report of Analysis CITY OF ADDISON Date
11/03/92 11/03/92 11/03/92 11/04/92 11/04/92 11/04/92 11/05/92 Lab Number Y-0351 Y-0350 Y-0352 Y-0380 Y-0382 y-038l Y-04l2 VollDDe 325.4 358.9 173.5 114.4 272.8 232.9 277.8 pH Total
Suspended Solids .jJoE·· 260 260 75 46 236 158 i{.'"'. Bioche.ical Oxygen Demand 292 108 212 80 100 P.-. . 􀁾 . 124 􀀭􀀬􀀭􀁾 Cyanide 0.005 0.005 0.005 0.005 0.005 0.005 0.005 Cadmium
0.01 0.01 0.01 0.01 Chromium 0.05· 0.05 0.05 0.05 Copper 0.05 .0.05 0.05 0.05 Lead 0.01 0.01 0.01 0.02 Mercury 0.002 0.002 0.002 0.002 Nickel 0.05 0.05 0.05 0.05 Silver 0.01 0.01 0.02
0.01 Zinc 0.05 0.06 0.07 0.06 Total Metals Arsenic 0.01 0.01 0.01 0.01 Barium 0.05 0.05 0.05 0.05 Grease Acetone Benzene 0.002 0.002 0.002 0.002 Ethyl Benzene 0.002 0.002 0.002 0.002
Isopropyl Alcohol Methyl Alcohol Methyl Ethyl·Ketone Methylene Chloride 0.05 0.05 0.05 0.098 Phenol Toluene . 0.002 0.002 0.002 0.002 Xylene 0.002 0.002 0.002 0.002 FLASH CUP Site BRANCH
ACADEMY K.S. ACADEMY K.S. BRANCH K.S. All results, 􀁥􀁸􀁾􀁥􀁥􀁾􀁵􀁩􀁦􀁩􀁗􀁰􀁲􀁾􀁩􀁮􀁱􀁾􀁉􀁉􀁾􀁾􀁾􀁵􀁬􀁲􀁾􀁩􀁦􀁩􀁬􀀡􀀡􀁩􀁩􀀶􀁾and distribution. waste water collection and treatment
V'l V'l z: LiJ -V0'l .--.. 􀁾 Uc::: -i LiJ 􀁾 0 i§ -u ... ... z: Lc:i:J: V'l LiJ :::J C .::.:J. U -U c LVi'Jl :.c:.:::J.: <z:: -c::: V'l 􀁾 LiJ ...J 􀁾 􀁾 c::: c -NO"l I -co
RATE SI'RUCl'URE CD1PARISONS -DALIAS AND aJS'ImER CITIES (Typical Resident -5/8" meter) ADDISON CAROOLL'ION CEDAR HILL OOCKRELL HILL '!HE COLONY WATER Rates Effective 12-89 10-91 9-90
10-91 1-91 Minimum Charge $8.10 $8.13 $6.50 $10.00 $10.00 Voltme Included 2,000 gal 2,000 gal 1,000 gal 1,000 gal 2,000 gal Voltme Charges 1st block 2,001+ gal 2,001-50,000 gal 1,001-50,000
gal 1,001+ gal 2,001-15,000 gal rate per 1000 gal $1.62 $3.19 $2.61 $1.974 $2.40 2nd block 50,001-100,000 gal 50,001+ gal 15,001+ gal rate per 1000 gal $1.56 $2.55 $2.90 3rd block 100,001+
gal rate per 1000 gal $1.41 SEWER Rates Effective 12-89 10-91 9-90 10-91 1-91 Minimum Charge $6.50 $7.76 $6.50 $8.00 $10.00 Volune Included 2,000 gal 2,000 gal 1,000 gal 1,000 gal 2,000
gal Volune Charges 1st block 2,001+ gal 2,001+ gal 1,001+ gal 1,001+ gal 2,001+ gal rate per 1000 gal $2.36 $1.63 $3.52 $1.475 $2.00 Maximum Billed 10,000 gal 15,000 gal 10,000 gal none
none Basis for sewer 100% wtr cons winter average winter average 100% wtr cons avg of 3 3 lowest Charges (Dec-Mar) (3 lowest months, winter months Dec-Mar, used) Page 1 (8-92)
RATE SIRUCIURE a::MPARISONS -DAUAS AND CUSImER CJ:fiES (Typical Resident -5/8" meter) <DPPELL DALIAS OCWCID #6 .QENION DESOIO WATER Rates Effective 4-92 10-92 10-90 10....91 8-92 Minimum
Olarge $8.00 $1.54 $8.55 $8.25 $7.93 Volume Included 1,000 gal none 2,000 gal none 1,000 gal Volume Charges 1st block 1,001+ gal 0-4,000 gal 2,001-30,000 gal 0-15,000 gal 1,001+ gal
rate per 1000 gal $2.60 $1.00 $3.00 $2.22 $2.04 2m block 4,001-10,000 gal 30,001+ gal 15,001-30,000 gal rate per 1000 gal $1.63 $3.50 $3.35 3rd block 10,001+ gal 30,001+ gal rate per
1000 gal $2.15 $4.20 (Winter Rate: Nov-Apr, $2.22 for all volume) Sa-mR Rates Effective 4-92 10-92 10-90 10-91 8-92 Minimum Charge $8.00 $1.90 $9.50 $4.45 $5.97 Volume Included 1,000
gal none 2,000 gal none 1,000 gal Volume Charges 1st block . 1,001+ gal 0-40,000 gal 2,001+ gal all 1,001+ gal rate per 1000 gal $1.80 $2.58 $2.00 $1.65 $2.23 Maxinum Billed 14,.000
gal 40,000 gal none 30,000 gal none Basis for sewer 100% wtr cons lesser of VIoiA or 100% wtr cons 98% wtr cons winter avg C1larges actual cons (winter avg used Mar-Nov, actual cons
used Dec-Feb) Page 2 (8-92)
RATE STRUCIURE a:J.n>ARISONS -DALIAS AND aJS'I'CMER CITIES (Typical Resident -5/8" meter) HIGHJ:.AND PARK HUIaIINS IRVING IANCASI'ER ImISVILLE WATER Rates Effective 10-91 9-91 10-91
8-91 10-91 Mi.niJm.nn Olarge $5.00 $8.50 $5.00 $11.11 $11.55 Volume Included none 2,000 gal 3,000 gal 1,000 gal 2,000 gal Volume Olarges 1st block all 2,001+ gal 3,001+ gal 1,001+ gal
2,001+ gal rate per 1000 gal $1.49 $3.40 $1.92 $1.57 $2.35 (summer Rate: (SUImner Rate: 0-12,000 gal $1.49 June-Sept, $2.07 12,001+ gal $1.89) tNer 20,001+ gal) SEWER Rates Effective
10-91 9-91 10-91 8-91 10-91 Mi.niJm.nn Olarge $5.00 $5.00 $2.47 $7.02 $5.56 Volume Included none 2,000 gal 2,000 gal none 2,000 gal Volume Olarges 1st block all 2,001+ gal 2,001+ gal
all 2,001+ gal rate per 1000 gal $1.29 $2.25 $1.54 $3.74 $2.22 Maximum Billed none none none none none Basis for sewer 100% wtr cons 100% wtr cons winter avg 95% winter avg winter avg
<l1arges (Jan-Mar used) (Jan-Mar used) (Dec, Feb, Mar used) Page 4 (8-92)
RATE STRUCIURE eatPARISONS -DALIAS AND CUS'KMER CITIES (Typical Resident -5/8" meter) MEOOUITE RIaIARDSON SFAGOVIU..oE UNIVERSITY PARK WITMER WATER Rates Effective 9-91 10-91 9-88 3-91
8-92 Mini.Im.nn Charge $4.65 $6.00 $7.58 $6.55 $10.00 Volmne Included 1,000 gal none 2,000 gal 2,000 gal 2,000 gal Volmne Charges 1st block 1,001+ gal 0-11,000 gal 2,001+ gal 2,001-11,500
gal 2,001+ gal rate per 1000 gal $1.63 $1.4527 $2.03 $2.05 $3.00 2m block 11,001-20,000 gal 11,501+ gal rate per 1000 gal $1.5570 $2.60 3rd block 20,001-40,000 gal (winter Rate: rate
per 1000 gal $1.6380 Dec-May, $2.05 for all volmne) 4th block 40,001-60,000 gal rate per 1000 gal $1.9570 5th block 60,001+ gal rate per 1000 gal $2.07 SEWER Rates Effective 9-91 10-91
9-88 3-91 8-92 Minimum Charge $6.80 $5.95 $8.92 $13.00 $12.00 Volmne Included 1,000 gal none 2,000 gal 2,000 gal 2,000 gal Volmne Olarges 1st block 1,001+ gal 0-11,000 gal 2,001+ gal
2,001+ gal 2,001+ gal rate per 1000 gal $1.31 $1.1348 $3.05 $1.94 $3.00 2m block 11,001+ gal rate per 1000 gal $2.25 Maximlnn. Billed 8,000 gal 16,000 gal (sunnner) none none none Basis
for sewer 100% wtr cons 85% wtr cons winter avg winter avg 100% wtr cons <:mrges (Dec-Feb used) (Nov, Dec, Jan) Page 5 (8-92)
\ \ 􀀮􀁾􀀧. V'l V'l Z LLJ 0 ..... .V...'l. I...-.. a:: u <!I: a:: LLJ -0 􀁾 􀁾 u I-..... LLJ 􀁾 U a:: a:: 􀁾 u LLJ l-I u Q 􀁾 Z 0 a:: < u I--V'l 􀁾 LLJ -l 􀁾 􀁾 a:: Q -NO'l I -co
RATE SIRUCIURE 􀁾􀁁􀁒􀁉􀁓􀁏􀁎􀁓 -DALIAS AND CUS'K'MER CITIES (CoInl'oorcial -2" meter) CDPPELL DALIAS OCWCID #6 DENION DESOID WATER Rates Effective 4-92 10-92 10-90 10-91 8-92 Minimum
Cllarge $21.50 $9.99 $11.55 $24.30 $41.21 Volune Include:i 1,000 gal none 2,000 gal none 1,000 gal Volune Cllarges 1st block 1,001+ gal All 2,001-30,000 gal all 1,001+ gal rate per 1000
gal $2.60 $1.43 $3.32 $2.50 $2.04 2m block 30,001+ gal rate per 1000 gal $3.50 SEWER Rates Effective 4-92 10-92 10-90 10-91 8-92 Minimum Cllarge $8.00 $1.90 $13.50 $10.75 $5.97 Volune
Include:i 1,000 gal none 2,000 gal none 1,000 gal Volune Cllarges 1st block 1,001+ gal All 2,001+ gal all 1,001+ gal rate per 1000 gal $1.80 $1.43 $2.00 $2.15 $2.23 Basis for sewer 100%
wtr cons 100% wtr cons 100% wtr cons 80% wtr roIlS 100% wtr roIlS Olarges Page 2 (8-92)
RATE STRUCIURE 􀁾􀁁􀁒􀁉􀁓􀁏􀁎􀁓 -DALIAS AND aJSl:GmR crrIES (Commercial -2" lOOter) DUNCANVILLE FARMERS BRANOI FI.£:MER KXJND GLENN HEIGHI'S GRAND PRAmIE WATER Rates Effective 9-91 11-91
10-85 11-90 10-91 Minimum <l1arge $6.75 $8.25 $61.24 $13.00 $13.80 Vol'lDOO Included 2,000 gal 2,000 gal 2,000 gal 1,000 gal none Vol'lDOO Olarges 1st block 2,001+ gal 2,001-10,000 gal
2,001+ gal 1,001+ gal all rate per 1000 gal $2.45 $1.97 $2.10 $2.25 $1.58 2nd block 10,001-20,000 gal rate per 1000 gal $1.82 3m block 20,001+ gal rate per 1000 gal $1.65 SEliER Rates
Effective 9-91 11-91 10-85 11-90 10-91 Minimum Charge $3.80 $6.53 $9.92 $27.50 $3.11 Vol'lDOO Included none 2,000 gal 2,000 gal 1,000 gal none Vol'lDOO <l1arges 1st block all 2,001+
gal 2,001+ gal 1,001+ gal all rate per 1000 gal $3.50 $0.89 $2.48 $2.50 $1.98 Basis for sewer 85% wtr cons 100% wtr cons 100% wtr cons 100% wtr cons 80% wtr cons Charges Page 3 (8-92)
RATE STRUCI'URE catPARISONS -DALIAS AND aJsn::tmR CITIES (Commercial -2" lOOter) MESQUITE RIOJARDSON SEAGOVILLE UNIVERSI'IY PARK WIlMER WATER Rates Effective 9-91 10-91 9-88 3-91 8-92
Minimum Olarge $4.65 $6.00 $32.22 $11.60 $12.00 Volume Included 1,000 gal none 2,000 gal 2,000 gal 2,000 gal Volume Olarges 1st block 1,001+ gal 0-11,000 gal 2,001+ gal 2,001-11,500
gal 2,001+ gal rate per 1000 gal $1.63 $1.4527 $2.03 $2.05 $3.25 2m block 11,001-20,000 gal 11,501+ gal rate per 1000 gal $1.5570 $2.60 3rd block 20,001-40,000 gal (Winter Rate: rate
per 1000 gal $1.6380 Dec-May, $2.05 for all voltJItVa) 4th block 40,001-60,000 gal rate per 1000 gal $1.9570 5th block 60,001+ gal rate per 1000 gal $2.07 SEWER. Rates Effective 9-91
10-91 9-88 3-91 8-92 Minimum Olarge $6.80 $5.95 $8.92 $13.00 $15.00 Volune Included 1,000 gal none 2,000 gal 2,000 gal 2,000 gal VoltJItVa Olarges 1st block 1,001+ gal 0-11,000 gal 2,001+
gal 2,001+ gal 2,001+ gal rate per 1000 gal $1.31 $1.1348 $3.05 $1.94 $3.25 2m block 11,001+ gal rate per 1000 gal $2.25 Basis for sewer 100% wtr cons 100% wtr cons 100% wtr cons winter
avg 100% wtr cons Olarges (Nov-Jan used) Page 5 (8-92)
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RATE STRUCTURE COMPARISONS -DALLAS AND PEER CITIES Residential -5/8" Meter 8/92 Water-rates effective Billing Frequency Customer Charge Volume Included Volume Charges 1st block rate
2nd block rate 3rd block rate Sever-rates effective Billing Frequency Customer Charge Volume Included Volume Charges 1st block rate Maximum Bi lled Basis tcir sewer charges'/Austin 11-1-90
Monthly $5.46 2,000 gallons over 2,000 gallons $2.26/1,000 gallons 11-1-90 Monthly' . $5.61 2,000 gallons 􀁾􀁶􀁥􀁲 2,000 gallons $3.58/1,000 gallons none WMA used (Dec., Jan., Feb.)
Baltiaore 4-16-92 Quarterly none first 50 units(a) $0.798/unit next 450 units $0.491/unit over 500 units $0.337/unit 4-16-92 Quarterly none all $1. 171/unit none 100\ tr. water consumption
Dallas 10-1-92 Monthly $1. 54 none 0-4,000 gallons $1.00/1,000 gallons 4,001-10,000 gallons $1.63/1,000 gallons over 10,000 gallons $2.15/1,000 gallons 10-1-92 Monthly $1.90 none 0-40,000
gallons $2.58/1,000 gallons 40,000 gallons Lesser of WMA or actual consumption Detroit 8-1-92 Quarterly $1.29/month none first 9 Mcf(b) $6.20/Mcf next 90 Mcf $5.62/Mcf over 99 Mcf $5.06/Mcf
8-1-92 Quarterly $6. 51/quarterly none all $7.52/100Q cu. ft. none 100\ tr. water consumption Note: (a) 1 unit 100 cu. ft. (b) Mcf = 1,000 cu. ft. -1-
RATE STRUCTURE COMPARISONS -DALLAS AND PEER CITIES Residential -5/8" Meter Water-rates effective Billing Frequency Customer Charge Volume Included Volume Charges 1st block rate 2nd block
rate 3rd block rate 4th block rate Sever-rates effective Billing Frequency Customer Charge Volume Included EI Paso 4-1-91 Monthly $3.33 400 cu. ft. over 400 cu. ft. to 175% of AWC(c)
$0.76/100 cu. ft. 176%-400% of AWC $1.41/100 cu. ft. over 400% of AWC $1.76/100 cu. ft. 4-1-91 Monthly $4.94 400 cu. ft. Fort Worth 10-1-89 Monthly $3.05 none 0-4,000 cu. ft. $1.28/100
cu. ft. over 4,000 cu. ft. $1.44/100 cu. ft. 10-1-92 Monthly $4.50 none Houston 2-5-92 Monthly $2.95 (3000 gals. or less) $12.82 (4000 gals. or more) 4,000 gallons 4-12,000 gallons $2.31/1,000
gallons over 12,000 gallons $4.19/1,000 gallons 2-5-92 Monthly $5.55(if usage is 3,000 gals. or less) none (if usage is 4,000 gals. or more) none 8/92 Philadelphia 7-1-83 Quarterly $6.
25/quarter none first 6,000 cu. ft. $9.45/1,000 cu. ft. next 294,000 cu. ft. $7.30/1,000 cu. ft. next 5,700,000 cu. ft. $6.35/1,000 cu. ft. over 6,000,000 cu. ft. $4.90/1,000 cu. ft.
1-1-91 Quarterly $45.70/quarter none Volume ',:Charges 1st block rate over 400 cu. ft. $0.62/100 cu. ft. all $1.010/100 cu. ft. all (if usage over 3000 gals.) all $2.95/1,000 gallons
$11.84/1,000 cu. ft. Maximum Billed Basis for sewer charges none 90% of AWC minus volume incl. in min. none Lesser of WMA or actual consumption none 100% tr. water consumption none 100%
tr. water , consumption N:lte: Ie) AW: = Average Winter COnsuIlption -2-
RATE STRUCTURE COMPARISONS -DALLAS AND PEER CITIES Residential -5/8" Meter 8/92 Water-rates effective Billing Frequency Customer Charge Volume Included Volume Charges 1st block rate
2nd block rate 3rd block rate 4th block rate Sever-rates effective Billing Frequency Customer Charge Volume Included Volume charges 1st block ratfill", Maximum" Billed Basis for sewer
charges Phoenix 6-1-92 Monthly $5.43 4,488 gallons incl. Oct-May 7,480 gallons inc. Jun-Sep Low consumption months (Dec,Jan,Feb,Mar) $0.79/unit(d) Medium consumption months(Apr,May,Oct,Nov)
$0.95/unit High consumption months (Jun,JuI,Aug,Sep) $1. 24/unit 7-1-91 Monthly $1.09 none all $0.6750/unit none 90% WMA San Antonio* 12-17-90 Monthly $4.98 none first 500 cu. ft. $0.444/100
cu. ft. next 500 cu. ft. $0.545/100 cu. ft. next 1,000 cu. ft. $0.610/100 cu. ft. over 2,000 cu. ft. $1.218/100 cu. ft. 10-1-88 Monthly $5.10 200 cu. ft. over 200 cu. ft. $1.02/100 cu.
ft. none WMA San Diego 7-1-92 Bimonthly $3.12/month none, first 10 units(a) $1.169/unit over 10 units $1. 306/unit 7-1-92 Bimonthly $20.39 all none Flat rate San Jose 7-1-92 Monthly
$6.30 none all $1.42/100 cu. ft. 7-1-92 Annually on tax roll $17.00 all none Flat rate Note: (a) 1 unit = 100 cu. ft. *has seasonal rate (d) 1 unit 748 gallons -3-
RATE STRUCTURE COMPARISONS -DALLAS AND PEER CITIES Commercial -2" Meter 8/92 Water-rates effective Billing Frequency Customer Charge Volume Included Volume Charges 1st block rate 2nd
block rate 3rd block rate Sever-rates effective Billing Frequency Customer Charge Volume Included Volume Chdrges 1st block rate Basis for sewer charges Austin 11-1-90 Monthly $15.32
2,000 gallons over 2,000 gallons $2.26/1,000 gallons 11-1-90 Monthly $5.61 2,000 gallons over 2,000 gallons $3.58/1,000 gallons 100\ tr. wtr. cons. BaItiaore 4-16-92 Quarterly none first
50 units(a) $0.798/unit next 450 units $0.491/unit over 500 units $0.337/unit 4-16-92 Quarterly none all $1.171/100 cu. ft. 100\ tr. wtr. cons. Dallas 10-1-92 Monthly $9.99 none 0-10,000
gallons $0.96/1,000 gallons over 10,000 gallons $1.13/1,000 gallons 10-1-92 Monthly $1. 90 none all $1.43/1,000 gallons 100\ tr. wtr. cons. Detroit 8-1-92 Monthly $10.32 none first 3
Mcf(b) $6.20/Mcf next 30 Mcf $5.62/Mcf over 33 Mcf $5.06/Mcf 8-1-92 Monthly $17.60/mo. none all $7.52/1,000 cu. ft. 100\ tr. wtr. cons. Note: (a) 1 unit 100 cu. ft. (b) Mcf 1,000 cu.
ft. -4-
RATE STRUCTURE COMPARISONS -DALLAS AND PEER CITIES Commercial -2" Meter 8/92 Water-rates effective Billing Frequency Customer Charge Volume Included Volume Charges 1st block rate 2nd
block rate 3rd block rate 4th block rate Sever-rates effective Billing Frequency Customer Charge Volume Included Volume Charges 1st block rate " Basis for sewer charges El Paso 4-1-91
Monthly $10.69 400 cu. ft. over 400 cu. ft. to 175% of AWC(c) $0.76/1,000 gallons 176%-400% of AWC $1.41/100 cu. ft. over 400% of AWC $1.76/100 cu. ft. 4-1-91 Monthly $30.33 400 cu.
ft. over 400 cu. ft. $0.62/100 cu. ft. 90% of AWC minus vol. incl. in minimum Fort Worth. 10-1-89 Monthly $14.15 none 0-4,000 cu. ft. $1.67/100 cu. ft. next 246,000 cu. ft. $1.14/100
cu. ft. over 250,000 cu. ft. $0.89/100 cu. ft. 10-1-92 Monthly $4.50 none all $1.010/100 cu. ft. 100% tr. wtr. cons. Houston 2-5-92 Monthly $43.69 16,000 gallons over 16,000 gallons
$2.16/1,000 gallons 2-5-92 Monthly $7.92 2,000 gallons over 2,000 gallons $3.96/1,000 gallons 100% tr. wtr. cons. Philadelphia 7-1-83 Quarterly $23. 35/quarter none first 6,000 cu. ft.
$9.45/1,000 cu. ft. next 294,000 cu. ft. $7.30/1,000 cu. ft. next 5,700,000 cu. ft. $6.35/1,000 cu. ft. over 6,000,000 cu. ft. $4.90/1,000 cu. ft. 1-1-91 Quarterly $301.00/quarter none
all $11.84/1,000 cu. ft. 100% tr. wtr. cons. Note: (c) AWC = Average Winter Consumption *has seasonal rates -5-
Water-rates effective Phoenix 􀀶􀁾􀀱􀀭􀀹􀀲 RATE STRUCTORB COMPARISONS -DAIJ-AS AND PEER CITIES Commercial -2" Meter san Antonio. 12-17-90 San Diego 7-1-92 8/92 San Jose 7-1-92 Billing
Frequency Customer Charge Volume Included Monthly $8.91 4,488 gallons incl. oct-May 7,480 gallons incl. June-Sept Monthly $13.82 none Bimonthly $23.84/month none Monthly $42.10 none
Volume Charges 1st block rate Low com....mption months (Dec, Jan, Feb,Mar) $0.79/unit(d) first 100,000 cu. ft. $0.511/100 cu. ft. all all $1.225/100 cu. ft. $1.42/100 cu. ft. 2nd block
rate 3rd block rate Medium consumption months (Apr, May, Oct, Nov) over 100,00 cu. ft. $0.95/unit $0.522/100 cu. ft. High consumption months (Jun,Jul,Aug,Sep) $1.24/unit sewer-rates
effective Billing Frequency Customer Charge Volume Included 7-1-91 Monthly $1.09 none 10-1-88 Monthly $5.75 200 cu. ft. 7-1-92 Bimonthly none 7-1-92 Annually on tax roll none Volume
Charges 1st block rate oasis for sewer charges all $0.6510/unit 95\ WMA over 200 cu. ft. $0.995/100 cu. ft. ft. 100% tr. wtr. cons. all all $1.437/100 cu. ft. $1.58/100 cu. ft. 100%
tr. wtr. cons. Jan, Feb and Mar consumption X 4 Note: (d) 1 unit = 748 gallons *has seasonal rates -6-
SENT BY:DWU ADMINISTRATION ;12-4-31 ;12:43PM DWU 􀁁􀁄􀁍􀁉􀁎􀁉􀁓􀁔􀁒􀁁􀁔􀁉􀁏􀁎􀁾 2143316643;# 1/1 dQllas wafer utiliTies Citv Hall a Dallas. Texas 75277 • 214/670·3146 Dec:&nber 4, 1991
Donald F. Preece D.irectar of utilities Town of Adli.son P.o. Box 144 AdcUson, 'I'E!XaS 75001 Dear Don: Post·lt'" brand fax transmittal memo ron lit of pages. I YaDON PREECE. FreM PHlL
80'(D co. Co. Dept. Phone1lCo70-6887 Fax 1/'l31-G<c4'3 Fllxl/"70-3/54 .".., As an option far sewer service durirq the const:ructial of the serNer tunnel to the Trinity Rivel:' Authority,
Dallas Water· utilities is wi.l.l..in:J to provide the Tam of Addison with the additional wastewater service on a. temporary basis. It 􀁾 that this tempxary servioe is within the scope
of our current w.olesale wastewater OXltract; however, w are oonti.nuiJ'g to review the contract provisions to determine if a contract amerrlment will be required ani we will advise
yw when our review is cacplete. Based upon yoor request, this tenp:xrazy wastewater service will have to meet the follawin;J requirements: 1. Average daily flOW' should be 250 gpn aId
the maximum dally flC7il shalld not exceed 0.5 K;O. 2. 'l'eBpOra.ry service period shOUld not exceed five years. 3. Point of enUy should be through the exi.stirq meterinl station at
Dallas North Tollway south of BentT.ree Forest Drive (Actiison BraIX:h I Arapaho Metering 􀁳􀁴􀁡􀁴􀁩􀁯􀁮􀀻􀁾 As always, we are pleased to assist the Town of Addison. Please let me krlow
when yoor evaluation of altemativas for the wastewater service is OCJl'l'I)leted ani you. haVe de't:ernWled which altemative meets yoor needs. Please call ne if ytJU have any questions
or·need aetlitianal information. Sincerely, w. David Rylmn Manager Wholesale services Division c: Roger Proza Matalyn Harp Daniel saldana
dallas water utilities City Hall • Dallas, Texas 75277 • 214/670-3146 october 14, 1991 Dol:1 Preece Director of Utilities Town of Add; scm P.O. Box 144 Addison, Texas 75001 Dear Don:
Enclosed, for your review am. information, are copies of Dallas Water Utilities IIIDeal Limits Developnent Projectll report am. the SUWlemental report, "Final· SUWIE!llEllt to IDeal
Limits Developnent Project... For your reference, a copy of Dallas I current in:lustrial waste ordinance is also enclosed. Another meetin;J is tentatively scheduled for sanetime in [')po:!mber
1991, to receive CXlJ!!DPnts regardirY:J the proposed C"llaR1es fran iniustrial waste am. wholesale wastewater cust:aners. Your canments, if arrI, can be provided to De arrI tilDe before
the meetin;J or at the meetin;J, whichever is roost convenient to you. '!he proposed revisions in the local limits will have to be􀁾by the EPA am. Dallas City camcil before they will
be in effect. '!he new local limits are expected to be· in effect aroun:i March 1992. At that time, DallasI wholesale wastewater cust:aners will need to revise their iniustrial waste
control ordinances to meet the new requirements. I will keep you inforne:l of the progl:ess toward the developnent of the new iniustrial waste ordinance, am. I will provide you with
a· copy as soon as it is available. Your assistance -am. participation in this important activity is appreciated. I am loaki.D;J forward to receiving your cxmnents on the revised limits.
Please call me if you have arrI questions or wcul.d like to dj SCIJSS this further. Sincerely, W. David Rytmn Manager Wholesale services Division c: Alan Aulenbach A city utility providing
Dallas with water purification and distribution, waste water collection and treatment
Memorandum 􀁄􀁾􀁅 october 24, 1991 TO David RybJrn, Manager Wholesale services SUBJECT City of .Addison Wastewater sanpling survey CITY OF DALLAS Enclosed are the results of samples
collected at the City of Addison Points of Entzy for october 1 through october 9, 1991. Parameters in::li.ca.ted urxier Cl'lapter 49 of the Dallas City COde were sampled arrlthe results
appear on the attached Report of Analysis. For the survey period october 1 through octC!ber 9, the average TSS concentration was 207. ng/L and the average BOD concentration was 160ng/L.
Because the average TSS and BOD concentrations do not exceed 250 ng/L,. a surcharge rate will not be assessed. 'Ih.ese averages have been calculated by multiplying the volume of wastewater
discharged (in::li.ca.ted on the attached report) by the concentration for the same time period. '!he products are totaled and divided by the total volume to give a flow weighted average.
'Ih.e customer city is responsible for ensuring that industries within their jurisdiction comply with applicable limits. We appreciate the efforts of the City of Addison to ensure that
the wastewater discharged to our treatment plant is of sufficient quality to prevent problems in the wastewater treatment and collection system. If you have any questions, please do
not hesitate to contact my office at 670 -4424. 􀁤􀀱􀁫􀁾 Alan Aulenbach Manager Ind.ustrial Waste Control Division Enclosure cc: Penny Barclay SIN 190-0026·0 PUR·02158
DALLAS WATER UTILITIES -Report of Analysis dallas waTer UTiliTies Industrial Waste Control Division 1350 Manufacturing St Suite 207 Dallas. Texas 75207 214/670-4424 CITY OF ADDISON POINT
OF ENTRY Date . Lab Number Volume pH Total Suspended Solids Biochemical Oxygen Demand Cyanide CadrnilUll Chromiwn Coppel' 􀁌􀀮􀁾􀁡􀁤 􀁾􀁬􀁥􀁲􀁣􀁴􀁬􀀡􀀮􀂷􀁙 ".' 1 "": 􀀮􀀭􀂷􀁾􀁬􀁣􀀺􀁻􀁥􀁊􀀮􀀮
Silver line Acetune Benzene Et!yvl 􀁂􀁥􀁮􀁺􀁾􀁮􀁾 Methyl A.l<:·ohol \Tdh:'il [t.hvl Eetone f'b.enoi Tolui::'!1e 10/01/91 10/01/91 10/01/91 10/02/91 10/02/91 10/02/91 lO/03 􀁩􀁩􀁾􀀻􀀮􀁬
}{-4330 X-4331 X-4332 X-4355 X-4356 X-4357 X-4377 10.44 21.41 2'1. 95 11.88 25.76 30.22 12. 79 52 78 62 199 1G4 426 􀀺􀁾 􀀨􀀮􀁾 56 98 62 152 155 :319 130 􀁾􀀼􀁾􀁬􀁬􀁦􀀭􀀽􀁮􀁥 . 􀀧􀁾􀀡􀀮􀀺􀀺􀀺􀀬􀁭􀁬􀀨
:.11 􀁾􀀼􀁾􀀭􀁾􀀺􀁟􀀧􀀯􀀺􀁾􀀡􀁬 􀁾􀀾􀀭􀀧􀁭􀀻􀀺􀀱􀁬􀀱􀁤 􀀧􀁾􀀻 􀁟􀁾 t 􀁴􀁾 􀁾􀀺􀁈􀀺􀁜􀁘􀁃􀁅 􀁾 􀁾􀁬􀀮􀁬􀁬 results. 􀁥􀁾􀁾􀁣􀁥􀁰􀁴 {nt' ;:M." 􀀻􀁾􀀮􀁬􀂷􀁐 􀁦􀀬􀁾􀁟􀀺􀀬􀁻􀀩􀁴􀀧􀁲􀁥􀁤 i.n
􀁩􀀡􀁬􀁾􀀭􀀺􀀮􀀺 1.. Acity utility providing Dallas with water purification purification and distribution, waste water collection and treatment
dallas waTer UTiliTies Industrial Waste Control Division 1350 Manufacturing St Suite 207 Dallas, Texas 75207 214/670-4424 DALLAS 'iYATER UTILITIES -Report of Analysis CITY OF ADDISON
POINT OF ENTRY Date 10/03/91 10/03/91 10/04/91 10/04/91 10/04/91 10/05/91 10,05/91 Lab Nwnber X-437S X-437S X-4407 X-4408 X-4409 X-4424 X-4425 Volume 29.4 29.92 11. 76 26.88 28.64 14.
:33 29.6'3 pH Total Suspended Solids 164 212 270 28 IS5 570 '")82 Biochemical Oxygen Demand 88 1'v'''i'' 229 75 101 290 El0 Cyanide Cadmiwn Chromium Copper' lead 􀁾􀁬􀁥􀁲􀁣􀁵􀁲􀁹 N"ickel
'3il vel' Zii]C Total rvlet als :\.csenic Bariurn 􀁩􀀮􀁾 􀁬􀀭􀀧􀁩􀁾􀁾􀁡􀁳e Acetone 8enzene Eth:vl Benzene ,=.sopr,','J)y1 􀀻􀁾􀁬􀁣􀁯􀁨􀁯􀁬 􀁾􀀱􀁥􀁴􀁨􀁾􀁲􀀻􀁲 1 AlcohoJ_ \let 􀁬􀁬􀁾􀀯
J_ 􀁾􀀺 thv 1 ,';etone 􀁾􀁪􀁥􀁴􀁨􀁹lene Cllloride 􀀱􀁾􀁨􀁥􀁮􀀨􀀩􀀱 Toluene 􀀾􀁾 􀁾􀁩􀀮􀁬 t:n e ;:hem'l cal 􀂷􀀺􀀽􀀻􀁾􀀭􀀮􀀮􀀺􀁾􀀺􀀢􀁲􀁾􀁥􀁮 D!;;malld " .1-tl-:' :-:RANCiI ,. 􀁾􀀬 􀀺􀀧􀁾
'.)PRTYC:; 􀀮􀀭􀁜􀀺􀁾􀀮􀀧 􀀺􀁜􀀮􀁄􀁅􀁾􀀭􀁲􀁻 GRANeR :iFRI?'!GS .\CADEMY 􀁕􀁒􀁾􀂣􀁜􀁎􀁃􀀺 􀁾 . .';"0 0 A city utility providing Dallas with water purification and distribution, waste
water collection and treatment
DALLAS \vATER UTILITIES -Report of Analysis dallas waTer UTiliTies Industrial Waste Control Division 1350 Manufacturing St Suite 207 Dallas, Texas 75207 214/670-4424 CITY OF ADDISON
?OINT OF ENTRY Date Lab Number· Volume pH Total Suspended Solids Biochemical Oxygen Demand. Cyanide Cadmil.Ull Chromium Copper' 􀁟􀁾􀁥􀁩􀀮􀀮􀀺􀁈􀀮􀁩 "-Jercur:;" 'Jid.;:el -'.·.c c: c:
􀁾􀀧􀀺􀀬􀁴􀀺􀀺􀀺􀁴􀁊 􀁾􀀧􀀡􀁥􀁴􀁡􀁬􀁳 􀂷􀀮􀀧􀁾􀀮􀁩􀁾􀀮􀂷􀀳 t:"Il l C Acetone 􀁾􀀺􀀭 􀀭􀁾􀁟􀀺􀁾􀁮􀁚􀁦􀁾􀁮􀁥 \Jethy lene Chlol'ide Toluene 10/05/91 10/06/91 10/06/91 10/06/91 10/07/91
10/07/91 􀁾􀁏􀀯􀁏􀀷􀀯􀁾􀀱 X-4426 X-4429 X-4430 X-4431 X-4437 X-4438 X-4439 29.34 11.62 24.77 26.47 11.99 20.86 :: 􀁾􀀱 p .L_j , , n .L -l. (j 141 177 108 54 240 􀀺􀀺􀀺􀁾􀀳 pO) :213 240
156. 157 257 '"),-:: , ........).l.. '-"'rl r'·-􀁾 11: ... L ... c. •• '_' A city utility providing Dallas with water purification and distribution, waste water collection and treatment
dallas water utilities Industrial Waste Control Division 1350 Manufacturing St Suite 207 Dallas, Texas 75207 214/670·4424 DALlAS WATER r:TIlITIES -Report of Analysis CITY OF ADDISON
POINT OF ENTRY Date Lab \"1.Ullber Vol u...rne pH Total Suspended Solids Biochemical Oxygen Demand Cyanide CadmilUn Chromium Coppet' Lead :\.r'se!1ic Bariu211 3enzene 10/08/91 10/08/91
10/08/91 lO/09/Gl 10/09/91 10/09/91 Average X-4454 X-4455 X-4456 X-4481 X-4482 X-4483 12.51 23.13 32.13 11. 6 24.3 28.41 118 120 11':') 165 322 336 lJ[)rr ....J_ 87 96 130 ..:..,.1'"'.,....
173 148 160 A city utility providing Dallas with water purification and distribution, waste water collection and treatment
EDit!I! B !2h OF EN'I1li AND· :i!'I'ERING FACILIr --􀀮􀁾􀁾􀁒􀁁􀁌 DIAGRAM OF CONNECnONS: -J". NO SCALE ___ MAlt IN ACOISON SYSTEM -MAIN IN DALLAS SYST!M 8 EXISTING MIT!" a MAIN .§l􀁾MC'TU
a MAIN l!J TYPICAL PONT 01 EHTJrr ....-10 CITY of DALLAS -I' ,. ".' TfAYN of I ADDISON 8-1
;2.-T􀀺􀀡􀁓􀁃􀁾􀀡􀁮􀁉􀁏􀁎 OF CONNECTIONS: ---Addison 1. cODDace.a co the Dalla. Syst.m at thr.. exi.tinl m.t.r.d poiDts of eatry 􀁡􀁬􀁯􀁾 the ...t .id. ot Dalla. P.rkway. The .xiltinl
m.t.r1DI stat10nl are to b. replaced .t aew locationa .lonl the ...t lid. of Dalla. P.rkway in c:onjW1cdon vith eh. c01l.eruct1on of OaU•• North Tollway. Th. propo..d point. ot eery
ar. ae the a.w _t.r1nl lucian•• The r.placemenc vault•• mecertal .qu1pment. lit. 10c.t1ona and ••80ciat.d r1lbu-ot..,.y ar. to be ova. and _1I1ca1l1.d by Oall... Th. propo.. va.tewat.r
_111 .see.1on. cro••1q O.lla. North ToUwa,. to COIUlec:C the replac...nt meur1l11 Itae1on. on ch••••e dd. vith tM .xi.t1l11 Addison .,..tB on tlte ,...e lide ar. to be ovaed by Add1.on
a. ..1zu:aiae4 by Dalla•• Eacb of the tbree r.pl&c_e lMc.r1nl .cactan. 1. co be .quipp. vith an ultr.80a1c doppl.Z' wa.t_eft flow ..etH on a 6" throae venturi tube. a chare rec:oZ'd.Z'.
a flo.-ec.r. a 􀁾􀁥􀀮􀁲 for iD.t&IltaDaOu. _t.Z'eci tlow .er1ficaeion aacl ••eociaeecl equipagt. The The _teriDI atatioll8 vil1 iDclud. Ul Ull8eeered· byp•••• A leaZ'u cl1aIZ''' of 10catiOll.8
...1.H. of. coaectian. 1. caneafa" an P.I. 1-1 of thi. !sh1bit I. A de.cZ'1pc:Lan of the pout•. of .Iley .... _t.d.q nation. foUow•• -.., Pout h. 1 􀀮􀀮􀁾 £xi.t1l1, P01l1c of btrr aDd
KauZ'in, Station: ....',' Location: In Sojouna(Aca4..,> OZ'ive apPI'Ou-tely 155 fHt vat of the intar-I.ctioll of SojOUl'11 Or1". aDd Dalla. l'anva,. iD the City of Dalla•• Sch....eic:
At the acry pout. M4i*"l" esi.cilll 10" 11&111 c012DlICU to Dalla.' e:dlt1nl 10" 11&111. Th••xi.cinl m.t.Z'1n1 scacion 11 .qu1pped with ala" _lUcic .....1' _c.r. The exi.tinl m.urinl
.tac1on 11 designed to mea.ur. a flow ran.. ot a to .5.76 MCD. aeplac.meac PoiDt of !Atry mel Mac.riD, Stae:ion: Lecatioll: , TM r.plac_t po1l1t ot atry 18 locat.d ae: the r.plac.lMae
macer: 1aI .t:atlGla. 􀁾, The r.p1ac_t tHt.r1nl .cacion 18 locaced at the ...e: dd. of. the 1Acu••tioa of Dall•• P.rkway (proposeel Oall•• NoZ'th Tollway) and . SOjcnml 􀁾􀀱􀀢 iD the
C1ty of Dall••• 􀁓􀁣􀁾􀁴􀁬􀁣􀀺 Ae che r.pl.celHDt .ntry pout. Addison's 􀁰􀁲􀁾􀁯􀀮􀀢 18" ..iD connects co Dall••' propo." 18" 8in.t the r.pl.c.....t Mt.rinl Icac1on. Th. _t.r1l11 f.cUity
d ••illl 18 pro,.,.eel to 1niU.aUy lDe&SUZ'. a flow ran•• of 0 to 2.'.MCD vith eh••bility Co 121•••'11'. future incZ'....cI flova thZ'oulb .quipment and·pi". mocl1l1cation•• B-2
Point No.2 th. re'lac....c _C.riDi stac10a 1a located ac cba ...c lUa of Dall.. Parkway (,1'0'0" Dallal Norda ToU_,> a"nz:lMwy 1,105 te.c tIOrth of bllu Spriql load 111 the City of D&Ua1.
Sehellatie: At the re,lac...t -try poillt, .wct1..'1 pnpoHli 11" M= coaaecu to Dallal' 1'1'0'01. 20" -.ill at tM re,lac_t Mceria••cat1011. t'ha _teru. facUit, cl.l1p 11 pro,oHd 1:0 1A1dal1,
MUUZ'.a flow r.... of 0 to 2.' MGD with the ab11ity to ...v. future 1IIcr.aRf1 flow thrOUlb 􀁾􀁩􀀬􀀮􀀮􀀮􀁴 .. pip. _dif1cat10111 P01llt tfo. 3 .. : ,;,' ExinUI Pout of EIltry aacl 􀁾􀁴􀀮􀁲􀁩􀁹
Statioll: ....-Locadon: " In the vicinity of Addisoa Branch at the 􀁾􀁉􀁴 sid. of Dalla. Parkway approximately 910 feet lauth of Bemt Tr.. For.st Drive in the C1ty of Dallal. Sch..tic:
At the eat!:)' point, AclAI110a r. existiDI 12" 1I&1ft coan.ct. to Dallal r .' ezi.c:iq 11" aiD. !h. ailtiD. lIl.t.rin. stadoll is Iquippecl with ;' &II ultn....c clo"l_ valtevater flow
_t.r OD. aD 8" pipe. !h. ex1at1Da ..cartac scat10D ls clel1lDecl to _asura a flow ran•• of o to 1 MGD. R.,lac_c '01111: of !Dtn and Mec.riD, Statioll: LocatioD.: t'ha raplae_r.,: p01llt
of elltry 18 locac_ ae the r.pl.e....llc ,_cariDI staeioD.. the rep1aceGeD.t lIl.ear1a••cacioa. 1. located ac the e.lt .id. of Oal1as Parkway (propo.ecl Oall•• Korth Toll..,> ap,roxiaaee1y
67' f.ec south of !ellt Tre. For••t Oriv. 111 the Cicy of Dalla•• B-3
" C/-y --___-----0----njel, 's 011/--. .. ..' .
1-"3 Pretreatment Inspection Report Address: Name: Contacted: _"":">OO<"-""-..:....>lo.._-L. 􀀮􀀮􀀮􀀮􀀻􀀻􀀻􀀻􀀻􀀻􀀮􀀻􀀻􀀻􀀻􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀀻􀀻􀀺􀁾 _ Subject: AtJOUJS 11.J-0 S" 0 .too
0/11 tTt ':11'/G r Til 71.'" 􀁊􀁾 􀁲􀁾 i-\. tl "" ./i. 4c.....b.-4 i-,.-. J1u (:(..-tlo-, 􀀨􀁾􀀮 0.. 􀁾􀀮􀁮􀀾􀁾􀁴􀀢􀀭 I I : t 􀀮􀁾'" 􀁾 􀁌􀁾 􀁾 '.'.1 '-.! :; ...... 􀁾 .... 􀁉􀁾 􀁾 􀁜􀁾
l-, 􀁾􀁾J1I ---1----£ s Ins pector :__􀁦􀁌􀁾􀀮􀀮􀀮􀀻􀂷􀀻􀀮􀀮􀁟􀁣􀀻􀁾􀁃􀁴􀁁􀁉􀁃􀀺􀀮􀀮􀀺􀁬􀀼􀀺􀀴􀀭􀀺􀀮􀀺􀀮􀁴􀁾􀀬􀀮􀁥􀀮􀀭􀁾􀁑 -0 ate 􀀺􀁟􀀭􀀽􀁴􀁾􀀯􀁾􀀱􀁾􀂷􀁾􀀯􀀮􀀮􀀮􀀺􀁴􀁾􀀯 _ 􀁾􀁉 ..
Pretreatment Inspection Report Name: Address: Subject: Contacted: 􀁟􀀭􀀭􀀭􀁉􀀺􀀺􀀺􀁄􀁾􀁤.'.-==-.-_'_P.:........l􀁬􀀮􀀮􀀽􀀺􀀦􀁾􀀨􀀱􀀮􀀮􀀺􀀺 ..􀀭􀀮􀁬􀀮􀀮􀁥􀁾􀁥􀀢􀁟􀀮 :--__ 4C ,[4 #-;?.
/r414. 􀁾􀁻􀀲􀁾􀀧􀀯􀁊 􀀱􀁾􀂫􀁴􀀢􀁊􀀮 .. -i 􀁾 ,... 1 􀁾 "t l 􀁾 i ...J ...J 􀀬􀁾 􀀮􀁾 (" 􀁾 􀁾􀁉 􀁾 I 􀁉􀀼􀁾 Sf"'! I •• /'>., ---t---c s Ins pector 􀀺􀁾􀁢....􀁤􀁾􀁺􀁴􀁾􀁣􀀺􀀽􀂣􀁙􀁾􀁹􀀡􀀮􀀽􀀢-<..;::..
H2._".Q...... Date :_..:=:r.,.../_1.L.:J/f-...l'J....:.7 _ ..
)-) Pretreatment 􀁉􀁮􀁳􀁰􀁥􀁣􀁾􀀻􀁯􀁮 Report{J .􀁾􀁌􀀺􀁴􀀮􀂷􀀢 􀁾l. (' Name: C_'4 6f./Address: Conta'cted: 􀀭􀀮􀀮􀀬􀁊􀀮􀀻􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀀺􀀺􀀮􀀮􀀻􀀮􀁾􀀭􀁾􀀽􀀭􀀻􀀺􀀺􀀺􀀻􀀻􀀮􀀮􀀺􀀺􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀀭􀀭 Subject: I..J ----.---'-' -----t Ins pee tor :_e.;.,.".u.,· G........;;-􀀨􀀱􀀬􀀨􀁜􀀮􀁾􀀬􀀮􀀨􀀬􀁾􀁬􀂷􀁯􀀮􀀻􀁌􀂷􀁾􀀨,-_.l..;.,.'·.... n,;..... --,.;Date :_-.:tf...".....,..
../_.􀀢􀀧􀀮􀁌􀁉􀀮􀀬􀀮􀁪􀀮􀀮􀀻􀁐􀁾􀀯 _ r I ..
\, ...--.... 1·1 " f! t" 􀁾 .' f r I ADDIsoN June 10, 1986 TO: Ron Whitehead, City Manager FROM: Ralph Seeley, Director of Finance SUBJECT: Purchase of Dallas Wate,r Utilities Franchise
System Per your 􀁲􀁥􀁱􀁵􀁦􀀭􀁾􀁾􀁾􀁾􀁾􀀮􀀮􀀺􀁉􀂷􀀮􀀮􀀬􀁾􀀭􀀧􀁬 u .... 􀀮􀀮􀀧􀁬􀀺􀀺􀁯􀁩􀀭􀀮􀁯􀁤􀁾􀁴􀁨􀁥􀁒􀁴􀁵􀁤􀁹.ma4.e 􀀺􀁩􀀮􀀮􀁮􀀮􀀱􀁾􀁈􀀳􀀲 by. 􀁾􀁾􀁥J 􀁾􀁡􀁾􀀺􀁾􀁳􀁾􀁾􀁾1 UpcJe. 􀁾􀁦􀀱􀀱􀁻􀁊􀀻􀁊
􀁾 tJ 􀁦􀁾􀀢􀁽􀁬􀁊􀁣􀁴􀀬􀁾􀁊􀁥 ACz:-e,a owned and opei (DWU) • I In the 1982 s1 Taylor, forme which extends the city limi Prestonwood PI area and the I C.0\\\􀁾􀁴􀁊 proposed thatl 􀁾
:(to same time Dall \. 􀁾􀁜􀁾􀀮􀁾􀁾 us so the 􀁮􀁥􀁾 . \P In addition 􀁾 .. . \. 􀁜􀀩􀀮􀁉􀀮􀁾􀀻􀁯􀁾􀁬􀁴􀀢 additional cal.. 􀁾􀁾Vr )' reconnect them to our system. 􀁁􀁾􀁓􀁏􀀬 :oeVt::La.1.
􀀮􀁵􀁾􀁾􀁾􀁾􀁟•• " . have to be built. The total cost for this part of the agreement, according to estimates from Wayne Ginn, would be approximately $-450,000.7 In 􀁾 we sold $350,000
in G.O. Bonds 􀀨􀁾􀀱􀀷􀀰􀀬􀀰􀀰􀀰 sewer and $180,000 water) to do the construction necessary to separate the system from Dallas and reconnect it to Addison. Dallas would allow us to make
an initial payment of $100,000 for the system and would allow Addison to finance the remaining $158,748.64 over a 3-5 year period. P.O. Box 144 Addison, Texas 7S00l 21-l-4S0·IOOO
A possible payout schedule would be as follows: Conversion Cost $450,000 $350,000 from designated bond funds and $100,000 from available unallocated funds. Purchase of System from Less
Paving Assessment Net Amount Due Initial Payment Balance Due Dallas $ 350,000.00 (91,251.38) $ 258,748.64 $ 100,000.00 $ 158,748.64 Pay from unallocated funds Pay Balance back over 4
years @12.81% Annual Payment approximately $53,500 payable from net profits of water sales to customers in the franchise area. Dallas is very interested in having us purchase the franchise
system. Although representatives from Dallas have not reviewed my detailed information as noted above, I have no reason to believe that they would not agree to terms similar to those
proposed in 1982. Using the above information I have developed a model time table of payment for your review. Calendar Year 1987 1988 1989 1990 1991 Disconnect/Reconnect Costs $450,000
Payment to Dallas $100,000 $53,500 $53,500 $53,500 $53,500 I have used my water and sewer rate model to determine the net income we could receive over a five year period if we purchased
the system. Assumptions made are reflected on Exhibit 1. Based on these assumptions the model has computed a net income of $88,884 for 1987 and a total of over $400,000 for the first
five years. The purchase could take place without selling any additional bonds and without causing a rate increase beyond what is already contemplated for the existing Addison system.
In short, the purchase is a good business deal in that the additional volume would allow us to reduce the degree of any future rate increases to the Addison customers in our existing
system. Another real benefit to the purchase is that all Addison residents and property owners in the franchise area would enjoy the same high level of service that the customers in
our existing Addison system enjoy. Should the Council agree to the concept of purchasing the franchise system, we should re-open discussions with Dallas and assuming that Dallas agrees
to the terms I have outlined above, we should authorize Wayne Ginn to begin the engineering work on the project.
I have attached several exhibits to this document for your review. They are:EXHIBIT 1. EXHIBIT 2. EXHIBIT 3. EXHIBIT 4. EXHIBIT 5. Key assumptions made for the purchase of franchise
system; Map of Addison reflecting the "franchise 􀁡􀁲􀁥􀁡􀀢􀁾 Water rate model and five year projections reflecting the anticipated net income from the franchise 􀁡􀁲􀁥􀁡􀁾 Letter from
C. J. Webster to Tom Taylor dated May 18, 1982; and Draft contract sale dated 9-9-82, franchise agreement dated 5-18-70 and maps reflecting water and sewer infrastructure of franchise
area. Respectfully submitted, Ralph Seeley Director of Finance RS/lp cc: Don Preece Wayne Ginn Larry McCallum
EXHIBIT 1. KEY ASSUMPTIONS MADE FOR THE PURCHASE OF DALLAS WATER & SEWER SYSTEM 1. Operation and Maintenance Expenses (O&M) were estimated at 46% of Water & Sewer purchase costs. This
is more than the actual cost will probably be, however, I have used this amount in order to develop a conservative profit and loss statement. 2. Assume 5% growth in water purchase each
year. 1987 Volume 83,954,000 gallons. 3. Assume water and sewer revenue rates that are consistent with those planned for the entire Addison system. 4. Average consumption rates per customer
and number of customers has been provided by Dallas Water Utilities (DWU). 5. Projected cost increases in rates for water & sewer provided from Dallas Water Utilities.
EXHIBIT 2. DALLAS III
EXHIBIT 3. Page 1 of 3 iii 􀁾􀁁􀁔􀁅􀁒 RATE MODEL iii DATE: 6/10/1986 DWU FRANCHISE PURCHASE SC3 FILE: H20FRANC PLANNED PLANNED PLANNED PLANNED PLANNED 1987 1988 1989 :990 1991 REVENUES:
􀁁􀀮􀁾􀁾􀁕􀁍 PTI ONS WATER REVENUES: %OF WATER PURCHASED 89.00\ 89.00\ 89.00\ 89.00% 89.00\ 89.00\ DOD'S GALLONS 74,719 78,455 82,n8 86,497 90,821 UNIT RATE PER 1,000 GAL. 1.47 1. 66
2.00 2.00 2.00 ii TOTAL WATER REVENUES ii 109,837 130,235 164,756 172,993 181,643 SEWER REVENUES: \ OF WATER SOLD 90.00\ 90.00\ 90.0C% 90.00\ 90.00\ 90.00\ 000,5 GALLONS 67,247 70,610
74,140 77 ,847 81,739 UNIT RATE PER 1,000 GAL. 1.69 1. 74 2.00 2.00 2.00 ii TOTAL SEWER REVENUES ii 113,648 122,861 148,280 155,694 163,479 TCTAL WATER &SEWER REVENUES 223,485 253,096
313,036 328,687 􀀳􀀴􀀵􀀬􀀱􀁾􀀲 􀁟􀁾􀁡􀁟􀀮 ___ . __ ____ . __ . ________________________________ ... _ --_._------._---------_._--.---.-----------------------􀁅􀁘􀁐􀁅􀁎􀁾􀀡􀁔􀁕􀀿􀁅􀁓:
WA,ER PURCHASES VOLUME .00\ 83,954 88,152 O, .?. ,.􀁾.􀀮..,..0, 97,187 102,047 RATE PER 1,000 GAL. 70.43 74.13 90.58 91. 95 94. il DOLLARS 􀁾􀁯 1 􀁾􀁯 65,347 83.840 89,364 􀀹􀀶􀀬􀀶􀁾􀀸
"" , , .... J % TOTAL 'W1-n""lt;-:!''"'':' :t .􀁾􀀮.􀁬􀀻 t ':'0 c5,347 8:,540 29,364 􀂰􀁴􀀬􀀶􀁾􀀸 ) ...... ' 􀀢􀀧􀀡􀁾 COST 􀁾􀀺􀀺􀁆􀀮 􀁾 ('.'1(' GL :2.43 -, .􀁾 c:.:: °1.95 􀁣􀁾􀀮 71
N\ ..... J. • \,i-", 􀁾 • "t • 􀁾 􀁾 .􀁾..􀀢􀁾􀀢􀀢􀁴􀀭􀁲􀀢􀀬 CONTRACT 􀁉􀁯􀁩􀁾􀁔􀁅􀁒 PURCHASED 83,954 85 1 􀁾 52 9:,::9 q ,187 102,047 \ OF WATER PURCHASED 80.00\ 80.00t 80.00\ 􀀸􀀰􀀮􀀰􀀰􀁾
80.00% 80.00\ TOTAL VOLUME 67,163 70,521 74,047 77,750 81,637 , TO DALLAS 1CD.00\ 􀀱􀀰􀀰􀀮􀀰􀀰􀁾 :00.00% 100.00% 100.00\ 􀀱􀁃􀁑􀀮􀀰􀀰􀁾 •RATE PER 1,oeo GAL. .4980 .5378 .se09 .6273 .6775
DOLLARS 33,447 37,929 43,011 48,775 55,311 :t TOTAL 􀁓􀁾􀁗􀁅􀁒 :t 33,447 37,929 43,012 48,775 􀁾􀀺􀀬􀀳􀀱􀀱
fff WATER RATE MODEL ffi DNU FRANCHISE PURCHASE SC3 FILE: H20FRANC CONTRIBUTION TO OVERHEAD WATER SEWER OTHER INCOME INTEREST INCOME TOTAL OVERHEAD: 􀁐􀁅􀁒􀁓􀁏􀁾􀁎􀁅􀁌 SUPPLIES MAINTENANCE
&MATERIALS CONTRACTURAL SERVICES 􀀻􀁾􀁅􀁔 SERVICE 􀁾􀁅􀁅􀁓 NET 􀀺􀁎􀀺􀁃􀁾􀁅 􀁆􀁐􀁏􀁾 QPERATIONS DEST SERVICE -G. G. BONDS ISSUED DEST 􀁾􀁅􀁒􀁖􀁉􀁃􀁅 -1984 REVENUE BONDS G 􀁾 .0 􀁔􀁒􀁁􀁎􀁾􀁾􀁅􀁒
8EGINNING WORKING CAPITAL ENDING WORKING CAPITAL DAYS OF OPERATION EftC AS 􀁾 􀁏􀁾 EXPENSES 􀁒􀁅􀁖􀁅􀁎􀁾􀁅 SHORTFALL WATER SEilER TOTAL SHORTFALL RATE ADECUACY WATER -CENTS WATER -PERCENT
SEilER -CENTS 􀁾􀁅􀁾􀁅􀁒 -PERCENT WATER OVERHEAD ALLOCATION SEilER OYERr.EAD 􀁁􀁾􀁾􀁃􀁃􀁁􀁔􀀡􀁏􀁾 DATE: PLANNED 1987 50,708 80,200 130,909 42,025 42,025 88,884 42,0:5 88,884 88,884 241
􀀶􀀶􀀮􀀰􀀳􀁾 29,341 58,837 88,178 39.27 26.71\ 87.49 51. 􀀷􀀷􀁾 50 SO PLANNED 1988 64,888 84,931 149,820 44,126 :05,694 53,500 88,884 141,077 256 _ 70.22\ 15,262 35,310 50,572 19.45
11.72\ 50.01 :8.74\ 50 50 PLANNED !989 80,915 105,268 186,184 46,333 139,:51 53,500 141,077 227,428 366 100.33\ 30,165 54,524 84,689 36.62 18.31\ 73.54 36.77\ 50 PLANNED 1990 83,630
106,919 190,548 48,649 141,899 53,500 88,399 227,428 315,827 480 131.44\ 31,701 54,996 86,697 36.65 18.32\ 70.65 􀀳􀀵􀀮􀀳􀀲􀁾 50 50 EXHIBIT 3. Page 2 of 3 􀁐􀁾􀁁􀁎􀁎􀁅􀁄 1991 84,995
108,167 193,162 51,082 :::' fie",: ... .i. J ;" ...... 1C I 080 􀀵􀀳􀀬􀀵􀀰􀁾 22,580 315,827 404,408 575 157.64% 31,828 54,574 86,402 35.04 17.52\ f.6.77 33.38\ 50 50
1 􀁾 '. EXHIBIT 3. Page 3 of 3 SC3 FILE: H20FRANC DWU FRANCHISE PURCHASE 6/10/1986 WATER , SEWER FUND -FIVE YEAR PROJECTIONS PLANNED PLANNED PLANNED PLANNED PLANNED 1987 1988 1989 1990
1991 REVENUES: WATER SALES 109,837 130,235 164,756 172,993 181,643 SEWER SERVICE 113,648 122,861 148,280 155,694 163,479 OTHER INCOME INTEREST INCOME TOTAL REVENUES 223,485 253,096 313,036
328,687 􀀳􀀴􀀵􀀬􀀱􀁾􀀲 EXPENSES WATER PURCHASES 59,129 65,347 83,840 89,364 96,648 SEWER CONTRACT 33,447 37,929 43,012 48,775 55,311 MAINTENANCE & 􀁏􀁐􀁾􀁒􀁁􀁔􀁉􀁏􀁎 OVERHEAD 42,025
44,126 46,333 48,649 51,052 I TOTAL OPERATIONS EXPENSES 134,601 147,402 173,184 186,788 􀁾􀁃􀀳􀀬􀀰􀀴􀀱 ] NET iNCOME FROM 􀁏􀁐􀁾􀁒􀁁􀁔􀁉􀁏􀁎􀁓 88,884 105,694 139,851 141,899 142.080 DEBT
􀁓􀁅􀁒􀁖􀁉􀁃􀁅􀀭􀁐􀁾􀁙􀁾􀁾􀁾􀁔 TO DWU o enfl : "1 t: ,,,n 53,500 􀀺􀀺􀀮􀁾 1: ..... " .J";,..IUV _ ... , .... \of ... ....... ,..; .... ..; TOTAL TRANSFERS 53,500 53,500 53,500 53,500
NET INCOME AFTER NONOPERATIONAL EXPENSES 88,884 52,194 86,351 88,3?9 88,580 WATER RATE PER 1,000 GAL. 1.47 1.66 2.00 2.00 2.00 SEWER RATE PER 1,000 GAL. 1. 69 1. 74 2.00 2.00 2.00 BEGINNING
WORKING CAPITAL 8B,884 141,077 227,428 315,827 ENDING WORKING CAPITAL 88,884 141,077 227,428 315,827 404,408
" jJ Ii M4 • • Mr. Tot'l Taylor Director of Water Utilities City of Dallas 1500 Marilla Dallas, Texas 75277 Dear Tom: February 12, 1982 This letter is an update of our review concerning
Addison's interest in buying the 􀁄􀁡􀁬􀁬􀁡􀁾 water franchise. Following discussion with your staff, I will formalize this in an offer to Chuck Anderson. In 1970 Dallas requested the
right to extend its water and sewer system through Addison to service some of your property. At t.hat. ti.TTle it was agreed that 􀁄􀀮􀁾􀁬􀁬􀁡􀁳 \'lOuld serve Addison customers in the
surrounding neighborhood. The agreementstipulates that "should Addison elect to take over the operation and control of the water and sewer system installed by Dallas within this area, then Addison agrees to pay the reasonable
value of such system." The enclosed memorandum from our city attorney details our position on reasonable value. Based upon his letter and data from your staff we are making the following
offer: . 1. Addison will purchase the lines installed by Dallas in the City of Addison for the amount of $137,325. This represents 62.75% of the original cost ($106,244.07) and 37.25%
of the current cost (S244,722.30). We further depreciated this value by 13%, that being the average depreciated life of the lines in this area. 2. Addison will pay to Dallas $31,310
for 􀁥􀁮􀁧􀁩􀁮􀁥􀁥􀁲􀁩􀁮􀁾 and incidental costs incurred bv Dallas on the installation of your lines. This is computed by using original costs of $23,655 and current costs of $44,233
as shown in your data for lines installed by Dallas. 3. We do not propose to pay for meters since the cost of these has already been paid by the homeowners in the area. P.o. Box 111
'HOO Iklr Line Road Addison. TCXJS 7';001 􀀲􀀱􀀴􀀭􀀲􀀳􀀮􀁾􀀭􀀱 HI
4. We will pay administrative costs incurred by Dallas on the sale, estimated to be about $4,000. 5. We will pay for resources management and development ',costs estimated at 10% of
the costs in items 1 and 2. This would amount to $16,864. 6. Addison will pay all costs associated with separating the two systems including the reasonable engineering and incidental
costs associated with this separation. We anticipate installing a major sewer meter station on the eastern edge of our system. 7. In the small areas that do not readily flow their sewage
into the sewer system of the city in which they are located, I propose that we develop a contract between us to avoid wasteful construction of additional sewage meters. R. We do request
data from the City of Dallas on the current status of pro rata on lines in this area that we would obtain. While we are not proposing that any pro rata figures need to be included in
the above calculation, we will need this data if any liability still exists for payment to other parties. 9. Addison's offer is made in an attempt to reach an amicable settlement of
the purchase of the water and sewer system and should not be considered as a 􀁲􀁥􀁣􀁯􀁾􀁮􀁩􀁴􀁩􀁯􀁮 bv Addison that the City of Dallas is entitled to-any reimbursement of cost other
that the reasonable value of such system. In addition to the city attorney's memo I have attached a summary sheet that covers this proposal. He stand ready to move as soon as you are
to begin the necessary processes and to bring this to a conclusion. Sincerely, /J.' .'/./0t//,)::Zp-7 􀁕􀀺􀁩􀁪􀀯􀁴􀁉􀀿􀁾 􀁣􀁾􀁲 􀁣􀁋􀁾􀂷􀁍􀁡W􀁮e􀁡b􀁧s􀁥te􀁲r c.n.]/dk Enclosures
PROPOSAL PURCHASE OF ADDISON FRANCHiSE 1. Actual cost on Dallas installed lines and developer refunded lines: Original Cost Current Cost $106,244.07 244,772.30 PUC formula for reasonable
value -62.75% of Original Cost 37.25% of Current Cost. Adjusted Cost .$66,668 91,178 $157,846 Reasonable Value (after 13% depreciation) 2. Engineering and Incidentals $137,326 Original
Cost Current Cost $23,655 44,233 62.75% of Original Cost 37.25% of Current Cost $14,844 16,477 $31,321 PROPOSED PAYMENT TO DALLAS Reasonable Value of Lines . Engineering and Incidentals
Administrative Costs Resource Management & Development Costs Proposed Purchase Price $137,326 31,321 4,000. 16,865 $189,512
ROBERT L. MCCALLUM ATTORNEY 8: COUNSELOR AT LAW 320 ADDISON STATE BANK BLDG. 􀀴􀁾􀀶􀀰 BELT LINE ROAD DALLAS. TEXAS 􀀷􀁾􀀲􀀳􀀴 "Febr:uary· '9, 1982 Mr. C. J. Webster City of Addison P.
O. Box 144 Addison, Texas 75001 Re: Purchase of the water and sewer system from the City of Dallas Dear Mr. Webster: AREA CODE 214 TELEPHONE 233-2833 As I explained to you, pursuant
to an agreement dated June 10, 1970, between the City of Dallas and the City of Addison, our city has the right to acquire the water and sewer system installed by Dallas within the franchise
area covered by the agreement. This agreement was later amended to include that area of land annexed by the City from Dallas. Under the franchise agreement, the City is allowed to purchase
their system at its reasonable value as may be defined for public utility operations by the laws of the State of Texas. The following sets forth my opinion concerning the definition
of the term "reasonable value". It must be first noted that the agreement appears to be modified by a handwritten insert which limits the water and sewer system to that which was installed
by Dallas. In discussing this matter with Mr. H. Louis Nichols, attorney for the City during this time, he believes that he inserted such provision for the protection of Addison so that
it would only have to purchase the system that was installed by Dallas and not by developers and then given to the Dallas. Also, in discussing this matter with Mr. Don Preece, he informs
me that the copy of the franchise agreement which the City of Dallas 􀁨􀁡􀁾􀁣􀁯􀁮􀁴􀁡􀁩􀁮􀁳 such insert. For the purpose of this letter I am assuming that such insert constituted a part
of the original agreement. Since the franchise agreement was entered into, the State Legislature has enacted the Public utility Regulatory Act (P.U.R.A.) which defines in Section 41(a)
the components of adjusted value of invested capital. This section defines adjusted value to be "a reasonable balance between original cost less depreciation and current cost less an
ad
justmentMr. C. J. Webster February 9, 1982 Page 2 for both present age and condition." The act further provides that the regulatory authority shall have the discretion to determine a
reasonable balance that reflects not less than sixty (60%) percent nor more than seventy-five (75%) percent original cost, that is, the actual money cost, or the actual money value of
any consideration paid other than money, of the property at the time it shall have been 􀁤􀁥􀁤􀁩􀁣􀁾􀁴􀁥􀁤 to public use, less depreciation, and not less than twenty-five (25%) percent
nor more than forty (40%) percent current costs less an adjustment for both present age and condition. The adjusted value of invested capital is important to a rate determination, since
law requires that a utility company must be allowed a fair return upon the adjusted value of the invested capital. Prior to the passage of P.U.R.A., a city was required to allow a rate
which will yield more than a fair return upon the fair value of the property. Case law establishes that a public utility is entitled to a just compensation and, as a general rule, what
is meant by this is a fair return on the reasonable value of the property at the time it is being used for the public. I am of the opinion that the terms "reasonable value", "fair value"
and "adjusted value" are synonymous and are determined by applying the same principles and factors. The Texas Supreme Court has defined the term "fair value" as "a reasonable balance
between the original cost less depreciation and replacement costs new less an adjustment for percentage age and condition." This definition is almost identical to definition contained
in Section 4l(a) of the P.U.R.A. For the above reasons, I am of the opinion that the term "reasonable value" as may be defined for public utility operations by the laws of the State
of Texas is the same as the definition set forth for adjusted value as set forth in Section 41(a). It is my understanding that the original cost of the system is $106,244.07 which is
increased by the Handy-Whitman Index to arrive at its current value of $244,772.30. Mr. Preece informs me that the average life of the lines in the franchise area is approximately 6.5
years. Therefore, based on a 50-year life, depreciation would be approximately thirteen (13%) percent. Applying the definition of adjusted value, the original cost will be reduced to
not less than sixty (60%) percent nor more than seventy-five (75%) percent of such amount, said amounts being further reduced by depreciation. The
Mr. C. J. Webster February 9, 1982 Page 3 currect cost will be reduced to not less than twenty-five (25%) percent nor more than forty (40%) percent with an additional adjustment for
age and depreciation. The following schedule sets forth determination of original cost and current cost which are to be balanced in order to determine adjusted value. Original cost -$106,244.07
a. original cost reduced to 60% equals $63,746.44 further reduced by 13% depreciation equals $55,459.40 . b. original cost reduced to 75% and then reduced by 13% depreciation equals
$69,324.26 Current cost -$244,772.30 a. current cost reduced to 40% less depreciation of 13% equals $85,180.76 b. current cost reduced to 25% minus 13% depreciation equals $53,237.98
under Section 4l(a), the adjusted value of invested capital is a reasonable balance which reflects not less than sixty (60%) percent ($55,459.40) nor moree than seventy-five . (75%)
percent .($69,324.26) of the original cost less depreciation and not less than twenty-five (25%) percent ($53,237.98) nor more than forty (40%) percent ($85,180.76) of current cost less
an adjustment for present age and condition. Based upon such section, the City should pay Dallas no more than $154,505.02 and no less than $108,697.38. An amount between these two figures
should be a reasonable value for the system to be acquired by the City. For the above reason, it would appear that Dallas's value is excessive under the definition of reasonable 􀁾􀁡􀁬􀁾􀀮
In a discussion with a representative of the P.U.C., I was informed that in a recent rate case a formula reflecting the gross national product price deflater was used to determine the
percentages of 37.25% of the current cost and 62.75% of the original cost was appropriate. Using these percentages, reasonable value of the system would be $137,326.00. In my opinion,
this would be a fair amount for Addison to pay for such system.
, , . .., :, Mr. C. J. Webster February 9, 1982 Page 4 If you have any questions concerning the above matter, please advise. RLM/ja cc: Mr. Don Preece Mr. Ron Ragland Mr. George Dowling
dQIQs water UTlfttleS City Hall. Dallas. Texas 75277 • (214)670-3146 September 20, 1984 Mr. Don Preece Water and Sewer Superintendent City of Addison P.O. Box 144 Addison TX 75002 Dear
Don: I have had the opportunity to meet with Dallas Water Utilities Wastewater Gpera"C10nS staff and discuss with them the feasibilty of Addison assuming the responsibility for regularly
cleaning your three wastewater metering station sites in order to minimize the grease buildup that causes metering inaccuracies. It is agreed that Addison's cleaning of the metering
stations would be a more efficient and cost-effective way of maintaining the stations and avoiding potential problems resulting from the clogging of the mains. Dallas Water Utilities
will continue monthly inspections as a quality control measure to ensure that the stations are functioning properly. If you will complete the acknowledgement and acceptance below, I
will arrange for our wastewater operations staff to visit with you on cleaning procedures. As usual, it it has been a pleasure working with you achieving a solution to this problem.
Please call if I can be of assistance (670-5886). e Holmes Manager 􀁗􀁨􀁯􀁬􀁥􀁳􀁾􀁬􀁰􀀮 Sp.rvices Division ACKNOWLEDGEMENT AND ACCEPTANCE The TOW/9f 􀁾son Agrees to the .􀁻􀁾􀁾 ln above
stated procedure . DATE A city utility providing Dallas with water purification and distribution, waste water collection and treatment
1.19 ·Surcharge Rate· means a. rate calculated so as include a charge for eitner 800 or TSS or both in excess of milligrams per liter (mg/l). to 250 1.20 "TSS" (total suspended solids)
means solids that either float on the surface of, or are in suspension in, water, wastewater, or other liquids and which, in accordance witn standard metnods,dre removable by a standard,
specific laboratory filtration device.1. 21 "Wastewater" means water-carried waste. 1.22 "Winter Months" means the billing months of December, January, February and March. 2.0 CONSTRUCTION
AND DESIGN OF FACILITIES 2.1 Delivery Facilities Dallas agrees to accept wastewater from 􀁃􀁾􀁳􀁴􀁯􀁭􀁥􀁲 at the points of entry as del i nea ted in Exnibi t 8, at tacned hereto, and
at such additional points as may later be mutually agreed upon by both parties. The costs of all deli ver y faci 1i ties necessary to convey wastewater to designated points of entry
and connect Customer's System to the Dallas System wnether delineated in Exhibit 8 hereof or mutually agreed upon at a later date, shall oe oorne by Customer, except that Dallas may
elect to require oversizing of the delivery facilities for the benefit of Dallas or other parties. If Dallas elects to oversize delivery facilities, Dallas snall be responsible for tne
oversizing costs to the extent of the difference between Customer's required delivery facilities and the oversize specified OJ Dallas. Unless otherwise mutually agreed to by Dallas and
Customer, Customer shall be responsible for the design, according to Dallas' standard requirements, contracting, construction and financing of del i very faci 1 i ties and acqu is it
ion of any necessary rights-of-way. Plans and specifications shall oe submitted to Dallas for wr i t ten approval and all des igns, mater ialsand specificatons shall conform to Dallas
requirements. Customer agrees that Dallas has the right to make periodic inspections during the construction phase of the delivery facilities. Final acceptance of completed delivery
facilities is sUbject to the written approval of Dallas.2.2 Metering Facilities and Delivery Facilities on Dallas' Side of Metering Facility Unless otherwise construct and maintain facilities,
and obtain therewi tn, if needed. agreed by both parties, Dallas shall meter vaults, meters, and all associated electric and telephone service in connection Customer agrees to provide
advance funds to 4
Dallas for actual construction costs plus interest attr ibutable to service of Customer, excluding costs of engineer ing design, telemetry equipment, telephone and electric service prior
to construction contract award. Replacement of metering facilities occasioned by obsolescence due to age or excessi ve maintenance, as determined by Dallas, shall be the responsiblity
of Dallas. Replacement of facilities necessary due to growth or reasons other tnan obsolescence due to age or excessive maintenance, as determined by Dallas, shall be the responsiblit!
of Customer, but will be installed by Dallas. Customer shall acquire all property and rights-of-way necessary for construction of metering and delivery facilities located on the Dallas
side of metering. facility. Customer snaIl convey title to property for the metering site and rights-of-way for delivery facilities required to be constructed on the Dallas side of the
metering facility to Dallas prior to commencement of construction. After final inspection and acceptance oy Dallas of meter ing faci Ii ties and del i ver y fac il i ties located on
the Dallas side of tne metering facility, Customer will convey title to those facilities to Dallas. After final inspection, acceptance, and conveyance of title of property and facilities,
Dallas shall be responsiole for operation and 􀁭􀁡􀁩􀁮􀁴􀁥􀁮􀁡􀁮􀁣􀁾 of the metering facilities and any delivery facilities located on the Dallas side of the metering facility. 3.0 METER
MAINTENANCE AND TESTING It shall be the duty of either party to tnis contract to notify tne other party in tne event that a meter is registering inaccurately or malfunctioning so that
the meter can be promptly repaired. Either party shall have the right to test a meter. Notification of a proposed test shall be provided at least 24 hours pr ior to conduct of tne test,
except in the case of emergencies. Either party shall have the :ight to witness meter tests. Dallas shall calibrate and routinely service the meters no less than once during eacn six
month period. Calibration shall be accomplished according to Dallas' standard methods. Customer shall be notified of proposed calibrations and may observe if so desired. If, for any
reason, ani meter is out of service or inoperative, or if, upon any test, any meter is found to be inaccurate, registrat ion thereof shall be cor rected. correction of inaccurate meter
registration will normally be based on the most 5
dallas water UTilities , City Hall. Dallas. Texas 75277 • (214)670-3011 February 22, 1984 Mr. Ron Whitehead City Manager Town of Addison P. O. Box 144 Addison, TX 75001 Dear Ron: I certainly
appreciate your assistance in obtaining agreement on the proposed replacement wastewater contract between Addison and Dallas. I am enclosing herewith the original and four copies for
authentication by authorized officials of your town. If you will obtain the required signatures and return the original and three copies to me, I will submit the contract for approval
by the Dallas City Council and return a fully ,authenticated copy, with our council resolution to you. I would appreciate it if you would provide a copy of your council resolution with
your return. The following points are highlighted for your easy reference: No change in billing procedures or rates will be made until after the next Cost-of-Service Study. An ordinance
will be required enabling your city to enforce the requirements of Dallas' ordinances and applicable Federal regulations including but not limited to (1) discharged substances, (2) prohibited
discharges, (3) pretreatment requirements, (4) industrial discharge permit system, (5) industrial self-monitoring reports and (6) pretreatment plans. At the e,ffective date of this contract
the applicable Dallas Ordinance is No. 17906. Due to time constraints, a fully developed Wastewater MasterPlan will not be required at this time. However, your development. of t:he information
out"; lined in, Condition 14.0 at the earliest possible time will be requi'red and appreciated. The data need not be supplied by the effective date of the contract. Exhibit C contains
special provisions that we agreed on concerning charges for allowable discharge strengths. Again, I have appreciated your assistance and cooperation in this endeavor of mutual interest
and benefit to our cities. If there are any questions or if I can be of assistance, please contact mi (670-5886). ,$ incerely, I /. of Wi/' '16e Holmes Hanager lYholesale Services Division
gm c: t!aJl!tt:S.eeU7"-: Attachment Don Preece , A city utility providing Dallas with water pUrification and distribution, waste water collection and treatment
, I WHOLESALE WASTEWATER CONTRACT THE STATE OF TEXAS COUNTY OF DALLAS ))) THIS contract made and entered into this the day of , 1984, by and between the Cityof Dallas, Texas, -h-e-r-e"""'i'-n-a-f-:=-
:-t-e-r--c-a""':'l-;"led "Dallas", and the Town of Addison, hereinaf ter called "Customer." WHEREAS, Customer and Dallas currently contract Eor Dallas to provide wastewater treatment
services to customer under terms of a contract efEective January 26, 1976; and WHEREAS, Dallas is required to comply with recent, specific rules of the Environmental Protection Agency
(EPA) in regard to treatment of industrial wastes; and WHEREAS, the EPA requires substantial revision oE customer's and Dallas' January. 26, 1976 contract prior to the normal· expiration
date; and WnEREAS, it is more advantageous for Customer and Dallas to replace the January 26, 1976 contract with this standard Wholesale wastewater contract, as approved by the Wastewater
Management Advisory Committee representing the several customer cities, rather than modify tne existing contract; and WHEitEAS, Customer is desirous of continuing to contract with Dallas
for wastewater treatment service and Dallas desires to continue co provide wastewater 􀁴􀁲􀁥􀁡􀁣􀁾􀁥􀁮􀁴 service to Customer; NOW, rHeREFORE, Dallas and terms, covenants and conditions
follows: Customer in consideration of the nerein contained, herebY agree as 􀁾 I T N E SSE T rl 1.0 DEFINITIONS 1.1 "BOD" (biochemical oxygen demand) :neans the quantity of oxygen, expressed
in milligrams per liter (mg/l), utilized in the biochemical oxidation of .organic matter oy standard methods procedure in five days at 20° Centigrade. 1.2 "Customer System" means tne
facilities of collection and transportation of wastewater to point any facilities used exclusively or primarily for the of Industrial Wastes. 1 CuscoJner for of entry and pre-treatment
rJ 1.3 􀁒􀁃􀁡􀁬􀁩􀁢􀁲􀁡􀁴􀁩􀁯􀁮􀁾 means utilization of cneck meters or velocity tests and/or verification of secondary instrumentation aecuracy utilizing a standard signal at the transmitter
or a calibrated primary sensor (manometer). 1.4 ·Dallas' System" or ·system" means Dallas' 􀁾􀁡􀁳􀁴􀁥􀁷􀁡􀁴􀁥􀁲 collection and treatment system. 1.5 RDelivery Facilities· means all facilities
(transmission mains, valves, manholes, etc. ) necessary for tr ansmiss ion of wastewater to the Dallas System. Tne term includes facilities Which are on the Customer side of the 􀁭􀁥􀁴􀁥􀁲􀁾􀁮􀁧
facility Which are constructed specifically to allow Dallas to serve Customer. The term excludes metering facilities. 1.6 • Incompatible Wastes· means substances that are not amenaole
to the treatment processes Which will interfere with the operation of the PUblicly Owned Treatment Works (P.O.T.W.), including interference with the use or disposal of municipal sludge,
and pollutants that will pass through the treatment works unchanged by the the treatment processes. 1. 7 RIndustrial wastes" means allwater-oorne solids, liquids, or gaseous substances
resulting from an industrial, manufacturing, or food processing operation, or from the development of a natural resource, or any mixture of these with water or domestic sewage • .c.
1. 8 RIndus tryR means a per son recognized and identified in the 􀁃􀁬􀁡􀁳􀁾􀁩􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁮 Manual, Executive Office Management and BUdget. or establiShment 1972 Standard of the President:
that is Industrial Office of 1.9 "Infiltration Water" means water that has migrated from the ground into toe wastewater system. 1.10 "Inflow R means water other than wastewater that
enters a sewerage system (including sewer service connections) from sources such as, but not limited to, roof leaders, cellar drains, yard drains, area drains, foundation drains, drains
from springs and swampy areas, manhole covers, cross connections between 3torm sewers and sanitary sewer catch basins, cooling towers, storm waters, surface runoff, street wasn waters,
or drainalje. Inflow does not include, and is distinguisned from, infiltration. -1.11 "Interference" means System, treatment processes, violation of ani requirement permit. innioition
or disruption of Dallas' or operations wnich contr ibutes to a of Dallas' Federal effluent discharge 2
1.12 ·Metering Facility· means the meter, meter vault, all metering and telemetering equipment required to provide wastewater service to the Customer at the point of entry. 1.13 ·Normal
Domestic Wastewater· means water-borne wastes normally discharging from the sanitary conveniences of dwellings (including apartment houses and hotels), office buildings, factories and
institutions, free from storm surface water and Industrial Wastes. Tne average concentration of suspended solids and five-day BOD is established at 250 milligrams per liter. 1.14 ·point
of Entry· shall be defined as the metering facility or, Where no metering facility is utilized, the Dallas city limits line. 1.15 "Pretreatment Standards" means pollutant concentration
discharge limitation requirements stipulated in Chapter 49 of the Dallas City Code and the Customer's City Code as hereinafter amended, and Federal Pretreatment Standards promUlgated
by the United States Environmental Protection Agency. 1.16 Prohibited Substance" means substances that are prohibited from being discharqed into Dallas' System and Customer's System
as listed in Chapter 49 of the Dallas Ci ty Code and the Customer I s City Code dS nereinafter amended, except that if more str ingent pretreatment standards are promulgated for certain
industrial users by the United States Environmental Protection Agency, the more stringent Federal Regulations shall apply to that class of sewer users. 1.17 "Siqnificant Industrial User"
means (i) any industrial user that discharges 50,000 gallons or more of wastewater into Dallas' sanitary 􀁾􀁥􀁷􀁥􀁲 system per day, not including cooling water used in air conditioning;
or (ii) any 􀁩􀁮􀁤􀁵􀁾􀁴􀁲􀁩􀁡􀁬 user defined as a categorical user by tne United States Environmental Protection Agency; or (iii) any other industrial user deemed by the Director of
Dallas Water Utilities to be a significant nondomestic discnarge source that alone or combined witn other sources may cause pass through; inter ference, or slUdge contamination in tne
Dallas wastewater treatment woeks and facilities. 1.18 "S ta te Ru les" :neans Texas Depae t;nen t of Puol ic Heal th 􀁾􀁡􀁳􀁴􀁥􀁷􀁡􀁴􀁥􀁲 Surveillance and Technology RUles, Chapter
301-Design Criteria for sewerage Systems. 3
'> 1.19 RSurcharge RateR means a include a charge for eitner BOD or TSS milligrams per liter (mg/l). rate calculated so as to or 􀁾􀁯􀁴􀁨 in excess of 250 1.20 RTSS R (total suspended
solids) means solids that eitner float on the surface of, or are in suspension in, water, wastewater, or other liquids and wnich, in accordance 􀁾􀁩􀁴􀁮 standard metnods, are removable
by a standard, specific laooratory filtration device.1.21 ·Wastewater R means water-carried waste. 1.22 RWinter r-1onths R means the billing months of December, January, February and
March. 2.0 CONSTRUCTION AND DESIGN OF FACILITIES 2.1 Delivery Facilities Dallas agrees to accept wastewater from 􀁃􀁾􀁳􀁴􀁯􀁭􀁥􀁲 at the points of entry as delineated in Exnibit a, attacned
hereto, and at such additional points as may later be mutually agreed 􀁵􀁾􀁯􀁮􀁢􀁹 both parties. The costs of all delivery facilities necessary to convey 􀁷􀁡􀁳􀁴􀁥􀁾􀁡􀁴􀁥􀁲 to designated
points of entry and connect Customer's System to the Dallas System wnether delineated in Exnibit a hereof or mutually agreed upon at a later date, snaIl oe oorne by Customer, except
'that Dallas may elect to require oversiz:ing of tne delivery facilities for the benefit of Dallas or other parties. If Dallas elects to oversize delivery facilities, Dalla3 snaIl be
responsible for tne oversizing costs to the extent 'of tne difference between Customer's reqUired delivery facilities and the oversize specified oy Dallas. Unless otnerwise mutually
agreed to oy Dallas and Customer, Customer snaIl be responsiole for tne design, according to Dallas' standard requirements, contracting, construction and financing of delivery facilities
and acquisition of any necessary rights-of-way. Plans and specifications snaIl oe suomitted to Dallas for written approval and all designs, materials and specificatons shall conform
to Dallas requirements. Customer agrees that Dallas has tne rignt to make periodic inspections during the construction phase of the delivery facilities. Final acceptance of completed
delivery facilities is SUbject to the 􀁷􀁲􀁩􀁾􀁴􀁥􀁮 approval of Dallas. ' 2.2 Metering Facilities and Oelivery Facilities on Dallas' Side of Metering Facility , Unless other',yi se
ag reed by both pa r ties, Da lIas shall construct and maintain meter vaults, meters, and all associated facilities, and obtain electric and telepnone service in corinection therewi
tn, if needed. Customer agrees to prov ide advance funds to 4
" " Dallas for actual construction costs plus interest attr ibutable to service of Customer, excluding costs of engineering design, telemetry equipment, telephone and electric service
prior to construction contract award. Replacement of metering facilities occasioned by obsolescence due to age or excessi ve maintenance, as determined by Dallas, shall be the responsibllty
of Dallas. Replacement of faciIi ties necessary due to growth or reasons other tnan obsolescence due to age or excessive maintenance, as determined by Dallas, shall be the responsiblity
of Customer, but will be installed by Dallas. Customer shall acquire all property and rights-of-way necessary for construction of metering and delivery facilities located on the Dallas
side of metering facility. Customer snaIL convey title to property for the metering site and rights-of-way for delivery facilities required to be constructed on the Dallas side of the
metering facility to Dallas prior to commencement of construction. After final inspection and and acceptance oy Dallas of metering facili ties dnd delivery' facilitieslocated on the Dallas side of tne metering facility, Customer will convey title to those facilities to Dallas. After final inspection, accepcance, and conveyance of ti tIe of property
and facili ties, Dallas shall be responsiole for operation and 􀁭􀁡􀁩􀁮􀁴􀁥􀁮􀁡􀁮􀁣􀁾 of the metering facilities and any delivery facilities located on the Dallas side of the metering
facility. 3.0 METER MAINTENANCE AND TESTING It shall be 􀁴􀁨􀁾 duty of either party to this contract to notify tne other party in tne event that a meter is registering inaccurately or
malfunctioning so that the meter can be ?romptly repaired. Either party shall nave the right to test a meter. Notification of a proposed test shall oe ?rovided at least 24 hours prior
to conduct o'f tne test, except in the case of emergencies. Eitner party shall nave tne right to witness meter tests. Dallas snaIL calibrate and routinely service tne meters no 􀁬􀁾􀁳􀁳
than once during eacn six month period.. Calibration Shall be accomplished according td Dallas' standard methods.· Customer snaIL be notified of ?Loposed calibrations and may observe
if so desired. If, for ani reason, ani meter is out of service or i no perat i ve,or if , up0 nany t est, any met e r i s f 0 und to. be inaccurate, registration thereof sllall be corrected.
Correction of inaccurate meter registration will normally be based on the most 5
" recent correct registration, if such iS'reasonably ascertainable. Alternatively, Customer and Dallas may agree to use future meter registrations as basis for correction. If future
registratiqns are to be used as a, basis for correction, Dallas shall oe allowed to bill Customer based on estimated amounts prior to rendering a corrected billing. In no event will
corrected billings be made for periods in excess of three billing periods prior to notification of meter inaccuracy. Customer may, at its option. and its own expense, install and operate
a check meter to monitor each meter installed by Dallas, but the measurement for the purpose of this agreement shall be solely by Dallas I meters, except in the cases specifically provided,
to ' the contrary below. All §uch check meters shall be of standard make and shall be sUbject at all re,asonaole times to inspection and examination' bf any employee or agent of Dallas.
Tne reading, ,calibration. and adjustmeni of said check meter shall be made only by Customer, except dur ing any per iod W'hen a check meter" may be used under specific W'ritten consent
by Dallas for measuring the amount of wastewater delivered into the System, in Which case the reading, calibration and adjustment thereof shall be. made by Dallas with like effect as
if such checK meter or meters had been furnished or installed by Dallas. Customer I s installation of check meters shall not interfere with operation of the uallas, W'astewater collection
system or Dallas metering equipment. 4.0 PAYMENT Rates cnarged Customer shall oe establ ished by ordinance of Dallas.Customer agrees that Dallas Citf Council nas the right to revise,
by cirdinance, the rates cnarged, from time-to-time as needed, to cover all reasonaole" actual and expected costs. Dallas shall give, Customer a minimum of six montns notice of intent
to revise rates. Dallas will furnish Customer a draft copy of the Cost of Service Stu'dy for proposed rates thirtj days prior to Dallas sUbmitting a rate increase request to its City
Council.' Customer agrees to give Dallas a minimum of tnirty days riotice of intent to protest rates or any otner condition of service. Provided, however, tnat Customer is not required
to give 30 day not ice' of ,intent to appear be fa r e Dallas Ci t Y Co unci 1 to protes t cost of service studies. Dallas will tender a statement of 􀁣􀁨􀁡􀁲􀁧􀁥􀁳􀁭􀁯􀁮􀁴􀁨􀁬􀁹􀁾 Payment
is due upon receipt of statement.. 􀀮􀁾 . 6
5.0 RATES When customer billing is based on metered flow, Customer shall pay Dallas for all wastewater at tne rate provided in the prevailing ordinances of the Ci ty of Dallas, sUbject
to increase or decrease, wi tnout formal amendment of tnis contract, as said ordinance might be amended from time-to-time. When the Director of Dallas Water Utilities determines that
wastewater metering is not feasible, Customer shall pay Dallas for wastewater service based on average winter month water consumption for those connections discharging into the Dallas
wastewater system. (Water consumption billings for the months of December, January, February and March shall constitute the winter months.) Tne calculation of wastewater discharged shall
be as follows: 100% water consumption for applicable connections for winter 􀁾􀁯􀁮􀁴􀁨􀁳 􀁾􀀬 = Average dinter Month Water Consumption. Average Winter Month water Consumption x City
of Dallas Prevailing Ordinance Rate = Amount Due Monthly Tne prevailing City of Dallas ordinance rate rate for wastewater service is sUbject to increase or decrease, without formal amendment
of this concract, as said ordinances might oe amended from time-to-time. Customer understands and agrees that the water entering the Dallas System emanating from any sOurce Ylhatsoever
must be given treatment and handling, whether or not its source is revenue producing for Customer. Tnerefore, Customer agrees to pay for infiltration and inflow without abatement in
the same manner and cost as other wastewater. 6.0 RATE SETTING PRINCIPLES Rate shall oe established according to the "WASTE'dA'rER RATE GJIDELINES" contained in EXhioit A, incorporated
nerein, as if copied word for word and made a part of this contract. 7.0 WASTEWATER QUALITY 7.1 Industrial DisCharges and Prohioited Wastes Customer agrees that Dallas nas tne responsibility
and autnority co establish ( i) types and quantities 7 of discharges that are
prohibited for entry into the Dallas wastewater system. (ii) discharge prohibitions for certain substances, as may be amended from time-to-time. (iii) pretreatment requirements for discharge
pronibited substances. industries who Customer snaIl require all significant· industrial users that ultimately discharge into the Dallas wastewater system to obtain an industrial waste
discharge permit. Such permit shall require industrial users to abate prOhibited substances from their waste stream as a condition to discharge ',o/astewater into the Customer's System.
The permi t application shall, as a minimum, contain the following information: (1) Name and Address of Industry (2) Type of Industry (3) Products Produced or Services Rendered (4) Typical
Analysis of the Discnarge Waste Stream (5) Chemicals used and Chemicais 8eing Stored. (6) Pretreatment Plans and Expected Compliance Date. Dallas shall be provided a copy of tne application
and permit within 14 days after issuance. Any Customer not having a pretreatment program approved by EPA agrees to enact and enforce rules requiring those users connected to Customer's
system· to comply wi th the f'rovisions of all prevailing Dallas Ordinances and applicable Federal regUlations including but not limited to (1) diSCharged substances, (2) prohibited
discharges, (3) pretreatment requirements, (4) industrial diSCharge permit system, (5) industrial self-monitoring reports and (6) pretreatment plans. At the effeetive date of this contract
the applicable Dallas Ordinance is No. 17906 contained in Exhibit E, incorporated nerein as if copied word. for word and made a f'art of this contract. Any future ordinance changes relating
to industrial discharges, prOhibited or controlled wastes or pretreatment requirements, shall appl.j. to this contract as if in effect at the effective date of this contract. PrOVided,
however, that Customer snaIl oe f'rovided 􀁾􀁯􀁰􀁩􀁥􀁳 of present and future applicable ordinances and Shall have an o!?portunity to review same before being formally required to acknowledge
acceptance of the conditions of such ordinance. . 8
Customer agrees to seek injunctive relief from sources whose discharge inter feres wi th the treatment syst.em, poses an imminent danger to public health or when the specific industry
is not making sufficient progress toward completing an approved pretreatment system.Dallas Industrial Waste Division shall oe provided with copies of all industrial monitoring data and
pretreatment enforcement actions by customer each fiscal quarter. 7.2 Sampling and Testing Customer agrees that Dallas shall nave the right to sample wastewater discnarges at (i) the
site of discharge (ii) points of entry (iii) other locations as required for tne purpose of determining the type and strength of" discharges. Customer shall provide all possible assistance
to Dallas in obtaining access to sampling points. Customer agrees that any individual customer found in violation of allowanle discharges or any individual customer who refuses access
for tne purpose of sampling shall be disconnected from Customer I s and Dallas I wastewater system. Provided however, that the violating customer shall De afforded the same rights, privileges
of appeal and deficiency cure periods as are customers operating within Dallas boundaries and under authority of Dallas Ordinances. In· addi t ion to other samples taken and tests made
on an as requi red basis, Dallas shall regular ly take twenty-four hour composite samples of wastewater discharges at points of entry no less frequently than semiannually. Costs of sampling
and test shall be borne by Dallas. Customer, however, may request. Dallas to perform tests desired by Customer and not required by Dallas. Customer shall reimburse Dallas for the cost
of" tests requested uy Customer as agreed by Customer and Dallas. Customer shall oe provided with a copy of each sample test within 30 days of tne date of taking of such sample. All
samples shall oe analyzed in accordance with the latest 9
edition of Standard Methods of Examination of Water and Wastewater, pUblished by the American Pllblic Health Association, Inc., or any U.S. EPA approved laboratory standards. 8.0 RATES
FOR EXCESS STRENGTH DISCHARGES 8.1 Additional Charge EXhibit C, incorporated herein, as if copied word for word and made a part of this contract, contains special provisions and additional
stipulations concerning Charges for allowable discharge strengths. An additional charge shall be made for excess strength discharges at' the point of entry into Dallas I System. A surcharge
for each mg/l of BOD in excess of 250 mg/l and for each mg/l of TSS in excess of 250 mg/l shall be assessed. Excess strength determination will be based on a minimum of seven days averaged
data. Cus tomer agrees that Dallas Ci ty Council has the right to revise, by ordinance, the allowaole discharge strengths. At the effective date of this contract, 􀁾􀁨􀁥 allowable discharge
strength is 250 mg/l for BOD and 250 mg/l for TSS. Customer shall pa.l Dallas for concentrations of 800 and 'rss exceeding 250 mg/l at the rate provided in the prevailing ordinances
of the City of Dallas, SUbject to increase or decrease without formal amendment of tnis contracc, as said ordinance might be amended from time-to-time. The excess charge .... ill be
calculated each month. It will be based on the rate of excess discharge for that montn. The surcharge will oe assessed the entire month for each portion of the month Custome, is in violation.
8.2 Calculation of Additional Amouncs Due For Excess Strength The following strength 􀁤􀁩􀁳􀁣􀁮􀁡􀁲􀁾􀁥􀁳􀀮 \.01 Sw = Ca (BOD WHERE O·qQO formula shall 􀁡􀁰􀁰􀁬􀁙􀁾􀁾 .qqO 􀁾 􀁉􀁰􀁯􀁴􀁊􀁾
\ -250) + Cs (TSS -250) oilling5 for excess Sw = Wholesale excess strengch wastewater billing rate in dollars per million gallons. BOD = Biological Oxygen Demand in mg/l of wastewater
entering inco Dallas wastewater system. TSS = Suspended solids in mg/l. of wastewater entering into Dallas wastewater syscem. CB = Cost factor for 300 treatment for ·....holesale customers
per Chapter 49-1.4, Dallas City Code, as amended from time-to-time. 10
Cs = Cost factor for TSS treatment for wholesale customers per Cnapter 49-1.4, Dallas City Code, as amended from time-to-time. v = Volume of waste discharged in million gallons, 􀁤􀁥􀁴􀁥􀁲􀁭􀁩􀁮􀁥􀁾
as per Customer's standard billing methodology. (Any value of BOD and TSS below 250 mg/l is to be treated as 250 mg/l.) 9.0 QUANTITY AT POINT OF ENTRY It is understood and agreed that
Dallas and Customer have an obligation to prevent entrance of infiltration and inflow into local wastewater facilities and thence into Dallas' System. Customer therefore agrees that
all sewer connections which ultimately connect into Dallas' System will be constructed with a permanent type material, carefully bedded to prevent over-stressing of the material and
utilizing a joint Which will provide a permanent water-tight connection. Customer agrees that eacn such installation shall pass an air test performed in accordance with applicable A.S.T.M.
Standards and shall oe done under the supervision of" Customer's authorized representative at the time of installation. All such tests shall be at Customer's expense. Each building lateral
Which interconnects private property to the puolic sewer shall be excluded from the air test requirements. Customer agrees that the physical connection of each service line to the local
wastewater facility shall be the responsiblity of Customer and shall not be left to tne discretion of the 􀁾􀁬􀁵􀁭􀁢􀁥􀁲 or contractor unless said plumber ot' contractor is undet' the
direct supervision of, or whose work is inspected by Customer's authorized representative. Customer further covenants that all future trunK sewer lines added to the local wastewater
facility which will discnarge in Dallas' System snaIl be built in accordance with appropriate State of Texas Design Criteria including infiltration/exfiltration limitations and tnat
representative sections of each new line shall be sUbject to an .air test or infiltration or exfiltration test at the cimeof installation and at the option of Dallas and at the sole
expense of Customer, to assure the standards are met. Customer does hereoy convenant that it will maintain strict supervision and maintenance of its local wastewater facilities to prevent
connections such as all roof drains or any other means oy which surface drainage can enter local ..,rastewater facilities and thence Dallas' System. 10.0 PROTECTION OF 􀁾􀁁􀁓􀁔􀁅􀁗􀁁􀁔􀁅􀁒
SYSTEM It is mutually 􀁵􀁮􀁤􀁾􀁲􀁳􀁴􀁯􀁯􀁤 and 􀁡􀁧􀁲􀁾􀁥􀁤 that only employees, agents, or contractors of Customer shall De per mi t ted to work on or 11
make connections "to the Customer's Sjstem which ultimately discharges into the Dallas System; and that only 􀁱􀁾􀁡􀁬􀁩􀁦􀁩􀁥􀁤 plumbers, licensed by the State of Texas, shall be permi
tted to ¥lork on building laterals entering into the Customer's System which discharges into the Dallas System. It is further mutually understood and agreed, however , that this provision
shall be waived' in the event that personnel of t,he Industrial Waste Section or WasteVlater Collection or Wastewater Treatment Division of Dallas Water Utilities Department find it
necessary to enter Customer's jur isdiction for assistance or surveillance purposes and, that free access shall be provided to said personnel in the pursuit of their duties.It is mutually
understood and agreed that Customer will maintain a careful inspection of its wastewater collection. system and will exercise diligence and 'care in the maintenance of said system within
Customer's jurisdiction and in th,e installation of connections and laterals that rna] be connected wi th the 􀁳􀁹􀁾􀁴􀁥􀁭 in order that the Dallas System shall not be burdened with
excess discnarge during rains and wet weather. Laterals to private dwellings and pUblic, commercial, or industrial buildings constructed in the Customer's drainage area after the effective
date of this Contract shall be of materials jointly approved oy Dallas and Customer. Each building lateral which 􀁩􀁮􀁴􀁥􀁾􀁣􀁯􀁮􀁮􀁥􀁣􀁴􀁳 private property to the puolic sewer shall
pass a water test meeting minimum standards of tne State Rules for sewage collection systems. It is further understood and agreed tnat a failure on tne part of Customer to provide and
enforce such regulations' governing 􀁣􀁯􀁮􀁮􀁥􀁣􀁴􀁩􀁯􀁮􀁾 with the Customer's System shall, at the option of Dallas after notice to Customer in writing of the specific violation or
viola.tions, and after failure within thirty (30) days ::0 correct said violation, or Violations, be sufficient ground for Dallas to 􀁮􀁾􀁳􀁴􀁲􀁩􀁣􀁴 or limit flow to such extent Dallas
deems necessary in order to protect its wastewater system from damage of excessive flows. 11.0 LIABILITY FOR DAMAGES AND RESPONSIBILITY FOR TREATMENT AND DISPOSAL OF WASTEWATER Liability
for damages arising from the reception, transportation, delivery and disposal of all wastewater discharged nereunder shall remain with Customer to Customer I s Point of entry. Wi th
exception of Incompat iole Wastes, upon pass ing througn Customer's point of entry, liability for damages shall pass to Dallas. As oet',oleen tne part ies, each party hereto agrees to
save and hold the other parti narmless from all claims, demands a.nd 12
causes of action which may be asserted by anyone on account of the reception, transportation, delivery, and disposal while wastewater is in the control of such party. Dallas takes the
responsibility as oetween the parties hereto for tne proper reception, transportation, treatment, and disposal of all sucn wastewater received by it at points of Entry. 12.0 ACCESS Customer
agrees to provide ingress and egress for Dallas employees and agents at all times to all Dallas property inside customer's boundaries to install, operate, inspect, test, and maintain
facilities owned or maintained by Dallas witnin city limits of-Customer. -Dallas agrees to provide ingress and egress for Customer's employees and agents at all times to all Customer
property inside Dallas' boundaries to install, operate, inspect, test, and maintain facili ties, and read meters owned or maintained by Customer witnin Dallas. 13.0 CUSTOMER TO PROVIDE
DATA 13.1 Classification of Customers Customer shall provide the following data to Dallas not later that January 15th of each year. (1) Actual number of Customer accounts feeding into
Dallas' wasterwater system. (2) Classification, by number and percentage, of accounts feeding to Dallas' wastewater system according to the follo",ying: i ) iU (i iU ( i v) 13.2 Water
Consumption Residential i-1u Iti -fami ly ausiness/Commercial Other Customer shall provide data and supporting documentation on total water consumption for accounts feeding into the
Dallas ',yastewater system during the four winter billing months (December, January, Febr uary and i"a r:cn) to -Da lIas not later than tne 15th of 13
Apr il of each year. Billing months need not be calendar months. Where available, this total consumption should be separated into consumption by type of account as listed in S"ection
13.1 (2) (i-i v) of this contract. 13.3 Additional Data Requirements Customer may be required to provide additional data as revised methodology for cost of service studies is developed.
Provided, however, that Dallas shall not request data that will require customer to incur unreasonaole expenses in providing sucn data. 14.0 WASTEWATER MASTER PLAN Customer agrees to
provide a comprenensi ve wastewater master plan to Dallas pr ior to the effective date of tnis contract. StJch plan snaIl include, but shall not oe limited to: i) iil (iii) iv) population
data, present and projected geography and topograpny data current and proposed treatment processes treatment alternatives v) existing and projected discharge flows into the Dallas System
( vi) existing and planned wastewater collection system maps Customer agrees that the initial plan twenty-year period. Customer further agrees that reviewed jointly by Dallas and CtJstomer
and, if by Customer at five year intervals. snaIl be for a the plan shall be necessarj, revised The initial SUbmittal requirement is waived if Customer has provided a plan acceptable
to Dallas within the previous five years. 15.0 PAYMENTS TO CONSTITUTE OPERATING EXPENSES BY CUSTOMER customer represents and convenantstna t the services to be obtained pursuant to tnis
Contract are essential and necessary to 􀁴􀁾􀁥 operation of cus tamer and its local was tewa te r fac iIi ties, and that all payments to be made nereunder by it will constitute reasonable
and necessar i "operating expenses" of Ci ty' s waterworks and sanitary sewer systems, within tne meaning of Article 1113, Vernon's Annotated Civil Statutes, and the provisions of all
ordinances author izin9 tne issuance of all revenue bond issues of 14
Customer which are payable from revenues of Customer' s waterworks and sewer systems. 16.0 FORCE MAJEURE If, for any reason, not reasonably within the control of the party so claiming,
either party hereto shall be rendered in whole or in part unable to car ry out its obligations under this contract, then that party' s obligation shall be suspended during the continuance
of the inability then claimed, but for no· longer period. Such party shall endeavor to remove or overcome such inability with all reasonable dispatch. 17.0 REGULATORY BODIES This contract
shall oe sUbject to all valid rules, regulations and laws applicable nereto passed or promulgated by the United States of America, the State of Texas or any governmental cody or agency
having lawful jurisdication or any authorized representative or agency of any of them. Dallas must comply with all Federal, State and local government requirements to obtain grants and
assistance for system construction, stud ies, etc. eus tomer is required to ass ist Dallas in compliance by setting adequate rates and complying with governmental requirements. 18.0
PUBLICATIONS, 􀁾􀁅􀁆􀁅􀁒􀁅􀁎􀁃􀁅 􀁗􀁏􀁾􀁋􀁓􀀬 GOVERNMENTAL REGULATIONS In each instance herein where reference is made to a pUblication, reference 'Nork or Federal or Stal:e regulation,
it is tne intention of the parcies that, at ani given time, the then current edition of any sucn puclication or reference work or Federal or State regulation snaIl apply. If a puolication
or reference 'Nork is discontinued or ceases to be the generally accepted work in its field or if conditions Change or ne'N :netnods or processes are imt>lemented oy Dallas, new standards
snaIl be adopted WhiCh dre in 􀀽􀁯􀁾􀁰􀁬􀁩􀁡􀁮􀁣􀁥 with State and Federal laws and any valid rules 􀁡􀁾􀁤 regulations pursuant tnereto. 19.0 TEaMINATI0N Should Customer desire to .partially
or using Dallas's faciJities, Customer shall, for balance of this contract whichever is less, wastewater charges at the billing level in effect totally discontinue five years or the
remain liable for at such cessation. Th is obI iga t i on, once establ i shed, shall serve as 1 iqu ida ted damages and is intended to compensate Dallas for the expenditures 15
incurred on customer I s behalf for the cost to provide additional waste transmission, treatment, and disposal facilities. Provided, however, that Dallas may waive Customer's ooligation
in the event of nominal reductions based on Customer's plans if Dallas has received prior notice of the plans and concurred in the reduction. It is agreed by the parties that such liquidated
damages are a reasonable substitute for compensatory damages whictl are difficult or impossible to calculate tlerein. This obligation is intended oy ttle parties not to be a penalty,
but instead, a reasonable measure of damages. Dallas shall tlave ttle r igh t to terminate ttlis agreement if Customer is more ttlan six .( 6) months delinquent in any payments required
to be made to Dallas hereunder. . 20.0 TERM OF CONTRACT 'rhe term of ttlis contract stlall commence as of ttle date of execution of same, being also ttle date of the resolution of ttle
Dallas Ci ty Council approv ing ttlis con tract, and shall remain in effect for a period of of 30 􀁹􀁥􀁡􀁲􀁳􀁾 provided, however, if this contract is Eor a period of less than 30 years
the contract may be extended upon mutual agreement between Customer and Dallas for additional periods, not to exceed a total of 30 years. 21.0 NorICES: Any notice required under this
contract Inay oe given to the respective parties at the following addresses by Certified Mail, postage prepaid: Customer Dallas City of Dallas, Texas Attn: City Manager City riall Dallas,
Texas 75201 Executed and effective as of the day of .....,...,.---:-:,......---------,---:-' 1984, on oenalf of the Crry OF :JALLAS oy its City 11anager, duly au thor i zed by Ci ty
Counc i 1 Resolu ti on No. adopted 16
on , and approved as to form by its City Attorney; and on behalf of Customer by its dUly authorized officials. APPROVED AS TO FORM: ANALESLIE MUNCY City Attorney BY"="A-s-s..,..i-s""7""t-a-n....,...t
---=C,....,.i....,...t-y---=A:-:"t-:"t-o-'-n-e-y----Submritea to·Ciry􀁾 APPROVED AS TO FORM: BY _ City Attorney 198M CITY OF DALLAS CHARLES S. ANDERSON Citj Manager BY􀀭􀀽􀀭􀁁􀀭􀁳􀀭􀁳􀀭􀀺􀀭􀁩􀀭􀁳􀀧􀀷
􀀢􀁴􀀭􀁡􀀭􀁮􀀢􀀷􀀧􀀢􀁴􀀭􀀭􀀭􀀭􀀺􀀺􀀻􀁃􀁾􀁩􀀭􀀻􀀭􀁴􀀭􀁹􀀺􀀭􀀭􀀭􀀧􀀷􀀮􀁍􀀺􀀭􀁡􀀭􀁮􀀭􀁡􀀭􀁧􀀭􀁥􀀭􀁲􀀭􀀭􀀮 ------,--CUSTOMER: TOWN OF ADDISON BY· -----------------City Manager 17
· EXHIBIT A WASTEWATER RATE GUIDELINES BASIS FOR RATES: Revenue requirements will be determined by cost-of-service 􀁳􀁴􀁾􀁤􀁹 on a utility basis at original cost. RATE OF aETURN: Dallas
is to receive a rate of return on rate base, equal to the embedded interest rate on wastewater revenue bonds, plus 1.5%. RATE dASE: The rate base shall include original cost plant investment
(excluding contributed capital), cons truction\'lor k in progress, a reasonable allowance of working capit.l, and less accumulated depreciation. Working capital shall consist of an allowance
of operation and maintenance (45 days or up to l/S annual Dperation and maintenance costs) and a reasonable inventory of materials and supplies necessary for the efficient operation
of Dallas Water Utilities. The rate base (common-to-all)· shall include excluding all mains below tnis size, unless serve a particular city. mains built IS-and above, exclusively to
TEST PERIOD (OR TEST YEAR): Normally a recently concluded 12 montn operating period adjusted for known changes, selected to be 􀁲􀁥􀁰􀁲􀁾􀁳􀁥􀁮􀁴􀁡􀁴􀁩􀁶􀁥 of the period of time 0ver
which the new rates are expected to be in effect. DATA BASIS: Rate period projections shall oe based on operating results during the most recent fiscal jear for wnich actual data is
available. FdEQUENCY OPCOST Adequacy of rates days in advance information shall comment. 28880 UP SERVICE STUDIES: shall 􀁏􀁾 teviewed on an of a proposed 􀁲􀁡􀁴􀁾 be made availaole
to 18 annual oasis. change, . cost Customer for Thirty (30) of service review and
A detailed Exhibit B characteristics, etc. developed. EXHIBIT B DELIVERY FACILITIES including description, of delivery facilities 19 locations, operating is currently being
EXHIBIT C SPECIAL CONTRACT CONDITIONS/AGREEMENTS SUPPLEMENTAL AGREEMENTS CONCERNING STANDARD CONDITIONS The following conditions and clarifications are agreed to by Dallas and Customer
in regard to the following standard conditions of this contract. C8.0 C8.l 28880 (This condition supplements condition 8.0 on page 9 of the basic contract.) Dallas agrees tnat if any
reV1Slon oy the Dallas City Council of allowable discharge strengths 􀁨􀁡􀁾 the effect of increasing future charges to the City of Addison, such revision shall be considered equivalent
to a rate change and Dallas shall adhere to the notification requirements of Condition 4.0. 20
28880 EXHIBIT 0 Exhibit 0 intentionally left blank. 21
I _ EXHIBIT E . 832294 7/5/83 OROINANCE NO. 17906 An Orainance amending CHAPTER 49, "WATERS AND SEWERS,· of the Dallas City Code, as amended; by amending Sections 49-84, 49-100, 49-106,
49-107, 49-108, and 49-112.1, and by adding new Section 49-84.1; providing for adoption of more stringent Federal regulacions to govern certain classes of users, if promulgated; providing
for enforcement of the provisions regarding illegal discharge: providing for compliance schedules for industrial users to meet pretreatment standards; providing authority for the Municipal
Court to issue adminiscrative search warrants or other legal process as an aid to the right of entry of City employees; providing for suspension and 􀁡􀁲􀁮􀁥􀁮􀁤􀁾􀁥􀁮􀁴 of permits under
certain conditions: providing for inspeccions; providing a penalty not to exceed-$200; providing a saving clause; providing a severability clause: and providing an effective dace. BE
IT ORDAINED BY THE CITY COUNCIL Of' THE CITY -OF DALLAS: SECTION 1. 􀁔􀁨􀁾􀁴 􀁓􀁾􀁣􀁴􀁩􀁯􀁮 49-84, "Definitions," of CHAPTER 49, "WATER AND SEWERS," of theDallas City Code, as amended, is amended to read as follows: "SEC. 49-84. DEFINITIONS. In this article, unless tne context requires a different ;Jefinttion: 1
17906 832294 (1) AMENABLE TO TREATMENT refers to a substance that: 1!l does not damage or interfere with the operations of wastewater facIli ties i. lEi is 􀁛􀀸􀁥􀁾􀁾􀁝 susceptible to
reduction in concentrat10n OY treatment provided in the City's wastewater treatment plant, to a level which is acceptable for discharge into a streamz and l£l is acceptable for sludge
disoosal. (2) BOD (denoting biochemical oxygen demand) means the quantity of oxygen, expressed in mg/l, utilized in the biochemical oxidation of organic matter by standard methods procedure
in five. days at 20° Centigrade. (3) BUILDING (HOUSE) DRAIN means that part of the lowest horizontal piping of a drainage system which receives the . discharge from wastes and drainage
pipes within the walls of the building, and conveys it to the building sewer, beginning three feet outside the inner face of the bUilding wall or founda t ion. (4) BUILDING (HOUSE) SEWER
means the extension from the building drain to the sewer lateral at the property line or other lawful place of disposal (also called house lateral and house connection). (5) CITY means
the city of Dallas, Texas. (6.) 􀁾􀁃􀀽􀁉􀁔􀀮􀀻􀀻􀀮􀀮􀁙􀀻􀀺􀀺􀀭􀀭􀀭􀀺􀀻􀀻􀀻􀀮􀀻􀀻􀀮􀀮􀀻􀀮􀀢􀀬􀀻􀁾􀁾􀁾􀁾􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀀻􀀬􀀻􀀻􀀮􀀻􀀻􀁾􀁾􀁾􀀮􀀽􀀭􀀽􀀮􀀮􀀮􀀽􀀽􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀀮􀀻􀀬􀀻􀀢􀀬􀀻􀀻􀀮􀀮�
�􀀮􀀻􀀻􀀻􀀮􀀻􀀻􀀮􀀻􀁾􀁾 environmental health 􀁯􀁦􀁦􀁩􀁣􀁥􀁾􀀮 manaaer pursuant to Sectlon the cit 1S (8) rf;+l COD (denoting chemical oxygen demand) is the measure of the oxygen consuming
capacity, expressed in mg/l. It is expressed as the amount of oxygen consumed from a chemical oxidant in a specific test. It ddes not differentiate between stable and unstable organic
matter and thus does not necessarily correlate with biochemical oxygen demand. (9) If8+1 DIRECTOR means the director of the water utilities department of the city or his authorized representative.
2
17906 ljj 2294 (10) 􀁛􀁴􀁾􀁴􀁝 FLOATABLE GREASE means grease, oil or fat in a physical state such that it will separate 􀁾􀁲 stratify by gravity in wastewater • ..illl 􀁛􀁴􀁾􀀦􀁈 GARBAGE
means animal and vegetable wastes and residue from the preparation, cooking, and 􀁤􀁩􀁳􀁰􀁥􀁮􀁳􀁩􀁮􀁾 of food and from the handling, storage, and sale of food; products and produce.
. (12) 􀁛􀁴􀁾􀁾􀁾􀁝 GRAB SAMPLES means samples taken during a period of 15 minutes or less. (13) 􀁛􀁴􀁾􀁾􀀫􀁝 GREASE means fatty acids, soaps, fats, waxes, petroleum products, oil, and
any material which is extractable by hexane or freon solvent from an acidified sample and which is not volatilized during evaporation of the solvent; (14) 􀁛􀁾􀁩􀁾􀁔􀁝 INDUSTRIAL SURCHARGE
means the additional charge made on those persons or industries who discharge into the sanitary sewer, industrial wastes which are amenable to treatment by the city's wastewater treatment
processes 􀁾􀁵􀁴 which exceed the no:mal strength. (15) INDUSTRIAL USER means an industry that discharges wastewater lnto the city's sanitary sewers or wastewater treatment plants.·
(16) 􀀨􀁦􀁾􀁾􀁔􀁝 INDUSTRIAL WASTE means all water-borne 􀀬􀁳􀁯􀁬􀁩􀁾􀁬􀁩􀁱􀁵􀁩􀁤􀁳􀀬 or gaseous substances· resulting from an industrial, manufacturing, or food processing operation,
or from the development of a natural resource, or any mixture of these with water or domestic sewage. (17.) 􀀨􀁦􀁾􀀵􀀫􀁝 INDUSTRY means ·a person or establishment thatlSrecognized and
identified in the Standard Industrial Classification Manual, 1972, Executive Office of the Presidentl 􀁏􀁦􀁦􀁩􀁣􀁾 of Management and Budget. (18) INTERFERENCE means inhibition or disruotion
of the cit 'SWastewater sewer svstem, treatment rocesses, or operatlons w lC contrl utes to a VIolatIon of anv requirements of city's Federal effluent discharge permit. (19) 􀀨􀁾􀁾􀀶􀁔􀁝
MILLIGRAMS PER LITER (mg/l) is a weight per volume concentration: the milligram-per-liter value multiplied by the factor 8.34 is equivalent to pounds of constituent per million gallons
df df 􀁷􀁡􀁴􀁥􀁲􀁾 3
17906 832294 (21) NATIONAL PRETREATMENT STANDARDS means wastewater 􀁱􀁵􀁡􀁬􀁾􀁤􀁩􀁳􀁣􀁨􀁡􀁲􀁧􀁥 oretreatment standards that have been established or will be established for industrial
categories by the United States Environmental Protection Agency. 􀁾 􀁛􀁴􀀺􀁾􀁴􀁬 NORMAL DOMESTIC SEWERAGE means "normal-. sewerage for Dallas for which the average concentration of suspended
solids and five-day BOD is established at 250 mg/l, each on the basis of the normal daily contribution of 2l/l00ths pounds per capita. (23) [t:&tl NORMAL DOMESTIC WASTEWATER means water-borne
wastes-normally discharging from the sanitary conveniences of dwellings (including apartment houses and hotels), office buildings, factories and institutions, free from storm surface
water and "industrial wastes. ll!l 􀁛􀁦􀀺􀁾􀁴􀁝 PAVED means any concrete pavement of Portland cement or asphaltic concrete base oavement, concrete driveway, walk, curb, or gutter and
all types of pavement 􀁨􀁾􀁶􀁩􀁮􀁧 native stone, crushed rock, or gravel base. (25) 􀁛􀁾􀁾􀁾􀁑􀁾􀁝 PERMITTEE means a person granted a permit under this article. (26) 􀁛􀁦􀁾􀀺􀁲􀁬 PERSON
means an individual, firm, company, industry, municipal or private corporation, association, governmental agency, or other entity. (27) . 􀁛􀁦􀁾􀁾􀁲􀁝 PH means the reciprocal of the
logarithm (base 10) of the hydrogen ion concentration of a solution. (28) PASS THROUGH means the discharge of oollutants through the city's wastewater sewer system, treatment processes,
or 􀁯􀁾􀁥􀁲􀁡􀁴􀁩􀁯􀁮􀁳 into naviqable waters in quantities or concentrations which are a cause of or 51 nlficantl contribute to a vlolatlon 0 any reaUlrement 0 t e city's Fe era effluent
discharge permit. (29) PRETREATMENT STANDARDS means pollutant concentration discharge limitation requirements stipulated in this chanter and Federal Pretreatment Standards promulgated
by the united States Environmental Protection Agency. 4
.. 17906' 8'32294 (30) 􀁛􀁴􀁾􀀻􀁴􀁬 PROPERLY SHREDDED GARBAGE means the w4stes' 􀁦􀁲􀁯􀁭􀁾 preparation, cookinq, and dispensinq of food that have been shredded to such an extent that
all particles will be carried freelyundet the. flow conditions normally prevailinq in sanitary sewers, with no particles qreater than one-half inch in any dimension. (31) 􀁛􀁴􀁴􀁾􀁔􀁊
RIGID BASE PAVEMENT means any concrete pavement of Portland cement or asphaltic concrete ba'se pavement, concrete driveway, walk, curb or qutter. (32) [tt;T] SANITARY SEWER means a pUblic
sewer which conveys domestic wastewater or industrial wastes, or a combination of both, and into which storm surface, and ground water or unpolluted wastes are not intentionally admitted.
(33) SIGNIFICANT' INDUSTRIAL USER means: III any industrial user that discharges 50,000 , gallons or more of wastewater into the sanitary sewer system per day, not including cooling
water used in air conditionin9i -or (ii) any industrial user defined 􀁾􀁳 a categorical user by the UnTteO States Envlronmental Protectlon Agency; or (iiil any other industrial user
deemed by the director to be a slgnlficant nondomestic discharge source that alone or combined with other sources may cause pass through, interference, or slUdge contamination in the
city's wastewater treatment works and facilities. (34) 􀁛􀁾􀁾􀀶􀁦􀁬 STANDARD METHODS means the laboratory procedures set foith in the latest edition, at the time of analysis, of Standard
Methods for the Examination of Water and Wastewater, as prepared, approved and published jointly by the American Public ffealth Association, the American water Works Association and
the Water Pollution Control Federation. (35) 􀁈􀁾􀀻􀁦􀁝 STORM SEWER or STORM DRAIN means a condu it, drainage ditch, stream, or other water course that may carry water to the Trinity
River directly or indirectly. (36) [tt8+l SUSPENDED SOLIDS means solids that either float"'"""O'n the surface of, or are in suspension in, water, wastewater, or other liquids and which,
in accordance with standard methods, are removable by a standard, specific laboratory filtration device. 5
17906 832294· (37) 􀁛􀁴􀁾􀁾􀁴􀁝 WASTE MANAGEMENT OPERATOR means a person engaged in the business of receiving, storing, treating, or disposing of industrial waste. Q!l 􀁛􀁴􀁾􀀹􀀫􀁝 (39)
􀁛􀁴􀁾􀀥􀁴􀁝 of the city 􀁦􀁾􀁲 sewage. WASTEWATER means water-carried waste. WASTEWATER FACILITIES means all facilities collecting, pumping, treating, and disposing of l!Ql 􀀨􀁴􀁾􀁾􀁴􀁬
WASTEWATER TREATMENT PLANT means the city-owned facilities, devices, and structures used for receiving and treating wastewater from the city wastewater facilities. II SECTION 2. That
Chapter 49, "WATER AND SEWERS" of the Dallas City Code, as amended, is amended to include a new 􀁓􀁥􀁣􀁴􀁩􀁯􀁾 49-84.1 as follows: "SEC. 49-84.1. ENFORCEMENT. (a) The director and the
city environmental health officer shalr-Kave the power to enforce the provisions of this article. (b) The municipal court shall have the power to issue to .the CIty env1ronmental health
officer administrative search warrants, or other process allowed bv law, where necessar to al 1n 1n en orClna this article. {cl A person who violates anvprovision of this article is
3Uilty of a separate offense for each dav or portion of a day uring which the violation is continued. Each offense is punishable bv a fine not to exceed $200. (d) A culpable mental state
is not required to prove an offense under this article. A erson is criminall tesponsible or a violation of this article if: (i) the person commits or assists in the'commission of a Violation:
or (ii) the person owns or manaaes the property or facilities determined to be the source of the illeaal dischar e un er Section 49-99, 49-100, 􀀴􀀹􀀭􀀱􀀰􀀰􀁾􀀱 or 49-107. 6
17906 83229'4 l!l This. article may be enforced by civil court action as provided by state or Federal law." SECTION 3. That Section 49-100, "Certain Wastes Prohibited in Sanitary Sewers,"
of CHAPTER 49, "WATER AND SEWERS," of the Dallas City Code, as amended, is amended .to read as follows: "SEC. 49-100. CERTAIN WASTES PROHIBITED IN SANITARY SEWERS. Ca) No person shall
discharge, or 􀁣􀁡􀁵􀁾􀁥 or permit to be discharged into a sanitary sewer: (1) any inflows or infiltration, as illustrated by, but not limited to, storm water, ground water, roof run-off,
subsurface drainage, a downspout, a yard drain, a yard fountain or pond, or lawn 􀁳􀁰􀁲􀁡􀁹􀁾 (2) wastewater or industrial waste generated or produced outside the city unless approval
in writing from the director has been given the person discharging the 􀁷􀁡􀁳􀁴􀁥􀁾 (3) a liquid or vapor having a temperature higherthan 150 0 Fahrenheit (65 0 􀁃􀁥􀁮􀁴􀁩􀁧􀁲􀁡􀁤􀁥􀀩􀁾
(4) gasoline, kerosene, benzene, naphtha, fuel oil or vapors, or materials, capable of forming a flammable or explosive 􀁭􀁩􀁸􀁴􀁵􀁲􀁥􀁾 (5) solid or liquid substances in quantities
capable of causing obstruction to the flow in sewers or other interference with the proper operation of the wastewater facilities as illustrated by, but not limited to, ashes, cinders,
sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, whole blood, paunch manure, hair and fleshings, entrails, lime slurry, lime residues, slops, chemical residues,
paint residues or bulk solids, except when such items as lime slurry or lime residues are used in the treatment of combined storm and wastewater during storm 􀁲􀁵􀁮􀁯􀁦􀁦􀁾 (6) a gas
􀁯􀁾 substance capable of forming 􀁾 gas which either singly or by interaction with other waste may cause objectionable odor, hazard to life, or other conditions deleterious to 􀁳􀁴􀁲􀁵􀁣􀁴􀁾􀁲􀁥􀁳
or the city's wastewater treatment . processes: 7
'•• J • 17906 832294 (7) . garbage that has not been properly shredded; (8) wastewater exceeding 100 mg/l"of oils, fats and grease of the following 􀁴􀁹􀁰􀁥􀁳􀁾 􀁛􀁾􀁬 (A) floatable
grease of any origin; (B) free or emulsified grease of petroleum or mineral origin, or both, including, but not limited to; (i) cooling or quenching oil; (ii) lubrication oil; (iii)
cutting oil; and (iv) non-saponifiable oil; (9) a substance haVing .a pH value 􀁬􀁯􀁷􀁾􀁲 than 5.5 or higher than 10.5: (10) metals in the form of compounds or elements in solution or
suspension in concentrations exceeding the following: Arsenic (As) Barium (Ba) Cadmium (Cd) Chromium (Total) Copper (Cu) Lead (Pb) Manganese (Mn) Mercury (Hg) Nickel Selenium (Se) Silver
(Ag) Zinc (Zn) mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l (11) heavy metals and toxic material in concentrations prohibited by state or federal regulations including,
but not limi ted to: Antimony Beryllium Bismuth Boron Cobalt 8 Rhenium Strontium Tellurium Fungicides He
rbicides· .' 17906 832294 Molybdenum Pesticides Urany110n unless the permit obtained under Section 49 [4&]-107 specifies conditions of pretreatment, concentrations, and volumesJ (12)
cyanides or cyanogen compounds capable of liberating hydrocyanic gas on acidification in excess of two mg/l as CNJ . (13) chlorides greater than 500 mg/l; (14) radioactive materials
in a manner which will permit a transient concentration higher than 100 microcuries per liter;(15) sulfides greater than 10.0 [5T9] mg/l: (16) sulfates in concentrations which are not
amenable to treatment; (17) emulsified grease of animal or vegetable origin in concentrations which are not amenable to treatment; (18) unusual taste or odor producing substances, unless
pretreated to a concentration 􀁡􀁣􀁣􀁥􀁰􀁴􀁡􀁾􀁬􀁥 to the director, so that the material does not: (A) cause damage to collection 􀁦􀁡􀁣􀁩􀁬􀁩􀁴􀁩􀁾􀁳􀀺 (B) impair the city's treatment
processes; (e) incur 􀁴􀁲􀁥􀁾􀁴􀁭􀁥􀁮􀁴 cost exceeding those of normal sewage; or (D) render the water unfit for stream disposal or industrial use; (19) BOD or suspended solids in excess
of· 250 mg/l; (20) a discharge of water, wastewater, or industrial waste which in quantity of flow, exceeds for any period of duration longer than 15 minutes, more than four times the
average 24 hour flow during normal operation: (21) total dissolved solids in concentrations which are not amenable to treatment: (22) COD in concentrations which are not amenable to
treatment: 9
17906 832294, (23) . any other substance which is determined by the director to be not amenable to treatment; (24) organic chemical substances in concentrations 􀁥􀁸􀁣􀁥􀁥􀁤􀁩􀁮􀁱􀁾
following: Benzene Phenol Toluene Isopropyl Alcohol Acetone Methylene Chloride Ethyl Benzene Methyl Alcohol Methyl Ethyl Ketone 1.0 0.10 1:0 TIr:"0 IO:O .T:"O r:o 10.0 -10.0 􀁾􀁾􀁬 m
1 m!!!2L! :;Zf mgtl !!!U! (25l insecticides and herbicides in concentrations which are not amenable to treatment; (26l Poly-chlorinated biphenyls. (b) If a person discharges a substance
into the sanitary sewer in violation of this section, the director may: (1) terminate the service of water or sanitary sewer to the premises from which the substance was discharged;
or (2l require pretreatment or control of the quantities and rates of discharge of waste to bring the discharge within the limits established by this section. (c) Action taken by the
director under Subsection (b) does not prevent the use of other enforcement methods available to the city. city. Cd) If national Eretreatment standards more stringent than thoseprescribed
in this article are promulgated by the united 􀁓􀁴􀁡􀁾􀁥􀁳 Envfronmental 􀁰􀁲􀁯􀁴􀁥􀁣􀁾􀁩􀁯􀁮 􀁁􀁧􀁥􀁮􀁣􀁾 for certain categories oflndustrles, the more 􀁳􀁴􀁲􀁾􀁮􀁧􀁥􀁮􀁴 natlonal oretreatment
standards will apply to the affected industrial user. (el ,The director may grant variances in compliance dates to indUstries when, in his ooinion, such action-is necessary to achieve
oretreatment or corrective measures. In no case shall the director grant variances for compliance dates to industries affected by National Categorical Ptetreatment Standards beyond the
compliance dates established by the United States Environmental Protection Agency.10
',. . 17906 832294 l!l The director 􀁭􀁡􀁾 establish regulations to control the disposal and discharQe 0 industrial waste into the city's wastewater facilities.-SECTION 4. That Section
49-106, ·Right of Entry of City Employees,· of CHAPTER 49, ·WATER AND SEWERS-, of the Dallas city code, as amended is amended to read as follows: ·SEC. 49-106. RIGHT OF ENTRY OF CITY
EMPLOYEES. The 􀁛􀁷􀁡􀁾􀁥􀁾􀀭􀁾􀁾􀁰􀁥􀁾􀁩􀁾􀁥􀁥􀁾􀁥􀁥􀁾􀁾􀁝 director, the city environmental health officer, and other duly authorized employees of the city acting as their 􀁛􀁦􀁴􀁾􀁳􀁝
dUly authorized agent! and bearing proper credentials and identification, shall be permitted to gain access to such properties. as may be necessary for the purpose of inspection, observation,
measurement, sampling and testing in accordance with the provisions of this article. SECTION 5. That Section 49-107, "Permit Required for Discharge of Industrial Waste; Application;
Exemptions,· of CHAPTER 49, "WATER AND SEWERS," of the Dallas City Code, as amended, is amended toread,as follows: "SEC. 49-107. PERMIT REQUIRED FOR DISCHARGE OF INDUSTRIAL . WASTE;
APPLICATION; EXEMPTIONS. (a) A significant industrial user 􀁲􀁾􀁥􀁾􀁾􀁥􀁾􀁝 shall not discharge, or allow to be discharged, industrial waste into the sanitary sewer without obtaining
and maintaining a valid permit from the director. (b) Application for a permit must be made to the director upon a form provided for the purpose and must be accompanied by plans and
specifications for pretreatment facilities if pretreatment is required. The director may establish further re;ulations and procedures not in conflict with this chapter or ot er laws,
regarding the granting and enforcement of permits. (c) The director shall issue a permit if 􀁛􀁦􀁴􀁥􀀭􀁥􀁥􀁥􀁥􀁾􀁭􀁩􀁾􀁥􀁾 eRae] : 11
179'06 . (1) the director determines that pretreatment facilities 􀁡􀁲􀁾 aaequaee for efficient treatment of discharged 􀁷􀁡􀁳􀁴􀁥􀁛􀁾􀁝 and comply with the waste concentration level
reguirements of Section 49-100 or with national pretreatment scanaards, wnichever is applicaole: or i1L che applicant has submitted: "(A) an expected compliance date, (B) an installation
schedule of approved pretreatment aev1ces, (C) a self-monitoring program prepared in accoraance 􀁷􀁾􀁴􀁮 all applicable Feaeral pretreatment standards promulgated by the Unlted States
EnvironmencalProtection AgencY1 or lll. [-tit] applicant is not discharging waste in violation ot Section 49-100 other' than excessive BOD or suspendea 􀁳􀁯􀁬􀁩􀁣􀁩􀁳􀁾􀁛􀁲􀀭􀁡􀀢􀁾􀁝
􀁛􀁩􀀳􀁴􀀭􀁾􀁾􀁾􀁾􀁩􀁣􀁡􀀢􀁾􀀭􀁩􀁾􀀭􀁩􀀢􀀭􀁣􀁯􀁭􀁰􀁾􀁩􀁡􀀢􀁣􀁥􀀭􀁷􀁩􀁾􀁾􀀭􀁡􀁰􀁰􀁾􀁩􀁣􀁡􀁢􀁩􀁥 􀁅􀁥􀁤􀁥􀁾􀁡􀁩􀀱􀀭􀁾􀁾􀁡􀁥􀁥􀁔􀀭􀁡􀀢􀁾􀀭􀁩􀁥􀁣􀁡􀁾􀀭􀁩􀁤􀁗􀁾􀀭􀁡􀀢􀁾􀀭􀁾􀁥􀁾􀁾􀁩􀁡􀁾􀁩􀁯􀀢􀁾􀁾.
(d) PermlCS granted unaer this section are not 􀁾􀁲􀁡􀁮􀁳􀁲􀁥􀁲􀁲􀁣􀁬􀁯􀁾􀁥 or assignaole. 􀁾􀁥􀁥􀁴 􀁒􀁥􀁾􀁩􀁡􀁥􀀢􀁥􀁩􀁡􀁩􀀭􀁾􀁾􀁥􀁾􀁩􀁾􀁥􀁾􀀭􀁡􀀢􀁡􀀭􀁣􀁩􀁡􀁾􀁾􀀭􀁾􀁾􀁯􀁾􀁾􀀭􀁾􀁾􀁥􀁾􀁾􀀭􀁰􀁡􀁹􀁩􀀢􀁾�
�􀁡􀀢 􀀽􀁾􀁥􀁾􀁾􀁥􀁾􀁩􀁡􀀺􀀭􀁾􀁾􀁲􀁣􀁾􀁡􀁥􀁾􀁥􀀭􀁾􀁮􀁡􀁥􀁲􀀭􀁾􀁥􀁣􀁥􀁩􀁥􀀢􀀭􀀴􀀹􀀭􀁩􀁩􀁥􀀭􀁡􀁾􀁥􀀭􀁥􀁸􀁥􀁭􀁾􀁥􀁥􀁤􀀭􀁾􀁾􀁯􀁭 􀁥􀁮􀁩􀁾􀀭􀀵􀁥􀁥􀁥􀁩􀁯􀁮􀁾􀁬􀁬􀁴 SECTION 6•. That Section
49-108, "Denial of Suspension of PermlC," of CHAPTER 49, ";.lATER AND SEWERS," of the Dallas City Code, as amended, is 􀁡􀁭􀁥􀁮􀁾􀁥􀁣􀁬 to read as follows: "SEC. 49-108. DENIAL UR SUS.PENSION
OF PERMIT. (a) The director may deny a permi t if he decermines tha,t an applicant is not qualifiea under :iection 49-.i07(c) and may suspend a permit if ne 􀁡􀁥􀁾􀁥􀁲􀁭􀁩􀁮􀁥􀁳􀁴􀁨􀁡􀁾
a permittee: (.i) is not qualified under Section 49-l07(c): (2) has violated a provision of this article1 􀁛􀁥􀁾􀁬 (3) nas 􀁦􀁡􀁩􀁬􀁾􀁤 to pay a fee requirea by this chapter: 12
• .' ... ..' I ill pretreatment 17-906 832294 (5) has failed. to comPl1with the compliance schedule required unaer Section 49-107 (c) 2). (b) After suspension under this section, a permittee
may file a request for reinstatement of the permit. When the director determines that the permittee is again qualified, all violations have been corrected, precautions have been taken
to prevent future violations, and all required fees have been paid, he shall reinstate the permit. (c) A 􀁰􀁥􀁲􀁭􀁩􀁾􀁴􀁥􀁥 whose permit is suspended shall not discharge industrial waste
into the sanitary sewer. Cd) The director may amend a permit with additional requirements to assure compliance with applicable laws and regulations." SECTION 7. That Section 49-112.1,
"Sampling of Water,· of CHAPTER 49, "WATER AND SEWERS," of the Dallas City Code,as amended, is amended by adding a 'new subparagraph (c), to read as' follows: "(c) The director shall
conductinsoection, surveillance and monTtorlnQ croceaures co aetermlne wnecher an lnauscrlal user is in compliance with applicable pretreatment standards and reauirements. The inscectlon,
survelilance, ana monltoring must be independent of information received from the self-monitoring reoorts program." SECTION 8. That a person violating a provision of this Ordinance,
upon conviction, is punishable by a fine not to exceed $200. SECTION 9. Tha t CHAPTER 49, ."WATERS AND SEWERS," of the Dallas City Code, as amended, shall remain in full force and effect,
save and except as amended by this ordinance. 13
>-/.' •.J􀁾􀁟􀀺􀀬 • 􀁾􀀷􀀹􀀰􀀶 JUL 1 3 1983 SECTION 10. That the terms and provisions of this Ordinance are severable and are governed by Section 1-4 of CHAPTER 1 of the Dallas City
Code, as amended. SECTION 11. That this Ordinance shall take effect immediately from and after its passage and publication in accordance with the provisions of the Charter of the City
of Dallas, and it is accordingly so ordained. APPROVED AS TO FORM: ANALESLIE MUNCY, City Attorney 􀁂􀁙􀁾􀀭􀁤􀁾􀁾􀁾 􀁁􀁾􀁳􀁩􀁳􀁴􀁡􀁮􀁴 􀁃􀁩􀁴􀁙􀁁􀁴􀁴􀁯􀁲􀁮􀁾 Passed and correctly enrolled-------653lK/
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