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248775 " " 24��5 OR161NAL TO CITY CLBRK CITY OF ST. PAUL FOENCIL NQ,. OFFICE OF THE CITY CLERK COUNCIL UTION— ERAL FORM PRESENTED BY Robert F. Peterson COMMISSIONE DATF RESOLVED, By the Council of the Gity of Saint Paul , that pursuant to the provisions of �rdinance No. 13840, approved February 27, 1968, the proper City office�s are hereby authorized ar�d directed to execute, on behalf of said City, an agreement betw�een the City of Saint Paul and the City of Yest Saint Paul authorizing the interconnection of public sewers, a copy of such agree�ent being attached hereto and incorporated herein by reference; be it FURTHER RESOIVEU, That such e�cution by the praper City officers as provided aforesaid shall be subJect to the require�aents of the provisions of Section 18 of said agree�ent. FORM APPROVED � qs . Corporati C nse Mpy 7 1970 COUNCILMEN Adopted by the Council 19— Yeas Nays MAY 7 ��10 Carlson Dalglish � Approved `� 19—_ Meredith n Favor � � C� ____ pPtPranr� Sprafka Mayor Tedesco --�---ASainst �Cr��'t��,,��, PUBLISNED MAY 9 �97a �Mr. Vfaa Frexiid.at (Peteraon) � , � � . ' AGREEMENT � THIS .�►GR�EEMENT, made and entered into as of the ' � day of , 1967, by and between the City of Saint Paul, a municipal corporation in the County of Ramsey, State of Minnesota, hereinafter ' � for convenience of r.eference deaignated as the City, and the City of , ' � t West Saint Paul , a municipal corporation in the County of Dakota � �_, State of Iv��nnesota, which for purposes of convenience of reference •�'z �vill hereinafter be�esignated as the Suburb, � WI'�'N�SS�TH: � SECTION 1. PURPOSE. . The City of Saint Pau1 and the City of West Saint Paul '� have heretofore entered into an agxeernent (agreexnents) reflecte$ by concurring '� ordinanc�es heretofore adopted by the City and Suburb pertaining to the inter- connection of sanitary sewers. It is the intent of the parties hereto that this � a reement shall su exsede all rior a reements between the parties except as g P P g � herein otherwise provided. It is the further intention of the parti,es hereto that the permission and a�thority heretofore granted by the City to the Suburb to ;--� constxuct and thereafter operate and maizitain a suitable connection or connec- �� tions to the sewer system of the City, which connection or Gonnections must be made in accordance with conventional engineering standards approved as to ,.�.� � construction, location and elevation by the Commissioner of Public Works of ^1 the City of Saint Faul, is hereby continued under and pursuant to the provisions : this agreement subject to all the terrns and conditions hereinafter expressed. � �_� -1- . � � SECTIiDN 2. DEFINI ' �,. TION OF TERMS. , � ' i. "Adj�}sted dr�r weather volurne" of sewage contrib�ited by the guburb � ' 4 ' � means the total m�easured volume of sewage recorded by the �iewage meters (or ;; � otherwise estimate�l where sewage flows are not metered) ac��usted to reflect Minneapolis-Saint Pau1 Sanitary Dis,trict apportionment practice as provided in � } r 5ubdivision Z of Sect�on ? of this Agreement. Where the adjusted dry weather � '� � �--. ��olumes vary by five ipercent (5%) or lesa from the actual�neasured volumea � - � I �i�eEOrded by the met the v�lumes recorded by the met�ra shall be used in li ` �` � � '� ,b.; +�,�; � ' . ywx„�� the adjuated dryl��her ivolumes.: � • � , '".�` 2. "Chief Engineer" of the City meane the Chief Engineer of the � : Departmex�t of Public Worka of the City of Saint Paul. •3. "Ci�y conveyance eewer aystem" ie defined for purpoaes of thia � a 1 ewere in the Cit ublic sewer s atern 36 inches or larger agreement to be 1 s y p Y � � in diameter (or having capacity equal or greater than a 36-inch diameter eewer when on the eame slope if the eection ie other than circular) except that oaly those ;� sandrock tunnel aewere having dimensiona greater than 2 feet 6 inchee wide and �j6 feet 0 inches high shall b� considered as part of the conveyance sewer eyatem. � , 4. "City" means tFie City of Saint Pa�ul,' Miruiesota. � 5, "Combi�.ed Sewe�" meane a aewer r�ceiving both surface runoff and sewage. � 6. "Construction Coet Isidex'' ahall be the U'. S. Public Health Service � � � Sewa�e Treatment Plant S�ridex compiled for the Mianeapolis a►rea when used in � , �7 ; r; , , _ -�" r' � � ' ' _. . � � � � ; • ' .,.� � . � � . � . � � . ' . .. . �. . . , . .. . .I .�; � � .. � � . � . �� . . � . ' . - . .. .. : . � . � � � . .. . . � . � . . � � � . . . . . � . . � . . . _ . _ . connection with sewage treatment plant costs and ehall be the U. S. Public '. � ' ` ; 1 Health Service Sewer Construction Co�t Index compiled for t�ie Minneapolis � : ,• � area when used in cor�nection with sewerage facilities constx�ucted after I930. Z./ ' For sewerage faci�ities co�structed prior to 1930, the Engi�eering Newa Record : t � Construction Coet t dex shall be employed to calculate cos `,s at a 1930 level and � � - �� '; the U. S. Public He�lth �ervice Index ahall be used to update the 1930 costs to .{�`' a , . �<, , �; ;current levels. ;. . �� ', .., �"�, ' 7. "Depreciation" shall be computed on a straight-line basia with no � allowance for salvage value and a forty year life for s+�wage treatment worka and ,., � an eighty year life.for 'sew'ere. The depreciation rate is two and five-tenths perc�nt � ' �2. 5%) per year for eewage� treatrr�ent works and one at�d twenty-five one- � , � hundredtha percent (1. 25%)' pe� year for �ewere, . � ' 8. "Exieting M. S.S�. D. Sewage Treatmeat Worke" means the treatment - � facilities of the M.S.S. D. constructed or acquired during the period November 1, � 1933, ta December 31, 1961. � 9, "Jointly-used �ity Sewer System" or "7ointly-used Syatem" means � _ all of the aewere and appu�r'tenances which are a part of the public aewer system � of the City of Saint Paul �ar��i whi�ch receive or cbnvey sewage from the public sanitary aewer system of tTie Suburb. � �.7" , • . 10. ''Ma�cimum a'llowab�e rate of discharge" is the maximum inatantane- ',� ous rate of flaw th�,t the &uburb may die�charge i�to the City ,�yetem at a epecified � point of conr�ectioa. ` i.T" � � - -3- e� . ; � w } � � • , , . . ._. .. , . ., , �. : .. . .� � . . ��' �. ,�, . . ;� �. . .� . ' . ' � . �� . 11. "M�S.S. D. interceptor sewer" means the existing interceptor � t sewer of the M. S. S. D, which runs through the City from the City of Minneapolis, � Minnesota, to the M. S. S. D, sewage treatment works. 12. "M. S. S. D. " means the Minneapolis-Saint Paul Sanitary District � • organized and existing under the provisions of Minnesota Statutes (1965), � Chapter 445, and as said Chapter may be amended from time to time. 13. "New M.S. S. D. Sewage Treatment Works" means the treatment �� facilities of the M. S. S. D, constructed or to be constructed after December 31, � 1961. � 14. "Original cost" of a facility is the total contract cost plus direct expenditures for engineering, inspection, legal and administrative work directly � connected thereto, less any amounts paid with money received as a direct grant � _ from the United Statea Government. Where the contract costs are a part of the hiatorical record but the engineering, inspection, legal and administrative coste � are not ao itemized, an amount not to exceed ten percent (10%) of the contract � cost may be added as a reasonable estimate 'thereof. 15. "Peak design rate of diacharge" ie the rate of flow through a given � w conditions when the contributing areas facility under inetantaneoua peak flo � are developed as assumed in the design criteria. Unle�s otherwise indicated in this agreement, deaign rates of discharge ehall be based upon estimated � • condition of full development or probable saturation development. � ' 16. "Preaent depreciated value" of a facility is the reproduction cost of that facility as defined in this eection, less an allowance for depreciation � . � baeed on the age o� the facility. � . �. , . _4,. � .� 17. "Reprod�uction cost" of a facility is the total estirnated cost �� of reproducing the facility at the level of prices prevailing at the time of purchase or appropriation, including engineering, inspection, legal and ';� administrative cost directly connected thereto. Where the originai cost of '"� a facility or the cGntract cost of a facility are available a�s a matter of histor- ical record, reprqduction cost shall be calculated by trending the original _r � � � � , . cost to curx°ent pr,ice levels through the uss af an appropriate Construction ; � j° , � . . �" . '�� Cost Index. Wh@`re the original cost of a facility is not availabl� as a part � �� of hi�torica:. re�ord (the facilaty having been part of a lump sum contract F�� conta}ning other'facilities *�ot applicable hereto) the reproduction cost shall 'v� be estianated dir:ectly using xnethods conforming to current engineering �_ , .. practice. For this initial agreement, reproduction cost shall be based on �� -� price levels prevailing on De�ember 31, 1964, and for any subsequent ;' � . appropriation of capacity obtained through supplemental agreement as herein- ' after provided for, reproductian cost shall be based on price levels prevail- F� '--� ing at the time of said supplemental agreement. . � 1$, "Sanitary Sewer" aneans a sewer which carries sewage and �.. to which stor�n, sux°face and ground waters are not intentiona],ly admitted. � '""' 19• "S'aburb" aneans the City of West Saint Paul � 30. "The total ana�ual dry weather volume of sewage from the City � F..� and its connected suburbs" is the calculated or theoretical volume used by '``' the M. S. S. D, in apportioning M. S. �. D, expenses between the Cities of � Minneapolis and Sai*at Paul. In determining this volume, it is the present _,� . .� � , .� -5- . . � , _ � , practice of the M.S.S. D. to average the daily measured sewage flow from � .� � , ��, the City and all of its connected suburbs on dry weather days on which no meter . � � . .. . .. . . .. .;. I.I � � . . .. , . . � . . � . , .-. . . . . difficulties are experienced and which are otherwise determined by the � � , �� , ;i M:S. S. D. to be 'representative days and multiplying this average by the � mber of da s i the ear. nu y � y � ; SECTION 3. ' GENERAL CONDITIONS. � 1. In considerat4en of the covenante and'agreementa herein set forth, �..., the City hereby grants to the Suburb perrnission and anthority to construct � � and thereafter rnaintaxn and o erate certain conn�ctions, as hereinafter apec- P � ified, joining the public eanitary sewer system of the Suburb with the public , � sewer syatem of the Cit'y, aubject to all of the terms and conditions of this � inaftex ex reased. agreement as here p 4 � 2. . The sewer system of the Suburb to be connected to the sewer system of the City ahall be constructed and maintained as a sanitary sewer � onsiatin of water-borne system and shall convey only sanitary sewage c g � wastes from residences, institutions, ,and industrial and commercial estab- lishments. The Subu'rb shall, by the adoption and employment of auitable � . methods, effect acceptable standarde to exclude rain water from roofs, � � yards, lawna, foundaltian drains� parking lot�d, :et�eeta and alleye from its sanitary eewer� and'to t�xclude cooliag, refrigeration and air conditioning � ' water or other ut�fouled `waste water from ite eanitary eewere and sh$11 � effect minimum acceptable standa�d� aa tn the amount.�of infiltratioa'of surface and grotund wgt�re enteriug its aanitary eewers, � , : �y �, �. 1' . . L.J . , ; ° � -b- ; , , � ' � 3. The Suburb shall, by the adoption and employrnent of suitable , � methods, effectively prohibit fro�rn its public sanitary sewer `system wastes � which xnay directly. or indirectly impair the structural durability of the sewer � .�� s stem or its hydr�ulic functioning and wastes which may h�.ve a deleterious Y � : � effe�t on the sewage`treatment plant structures or processes, and wastes , whose pollutional ef�ect is not mitigated by ordinary sewage treatment plant � . processes and whqs� presence in the rec�iving stream would viqlate state � r or inter$tate standards of water quality and wastes whose presence in the sewers could create a hazard to public health and safety. In determining the � � Suburb's res onsibilitv u�der this subdivision, the Suburb shall be subject to P . � the same requirements that the City now or in the future may impose on the users of the City system, and the Suburb shall be further subject to any such r � � stan�axds or regulations as rnay be imposed upon the City and its users by the � M. S, S. D. .�., 4. The Suburb shall not allow any extension of its sanitary sewer system � �-- or a�y extension of saa�ita.ry sewers connected to its system beyond the authorized � limits of service designated and described on Exhibit WS-A which is attached to d.. and is hereby �nade part of this agreement. The Suburb may allow sanitary sewer � syst�r�ns o�zts�de its corporate lianits to be interconnected and drained through its � systern provided trYat all areas served by such system are wholly within the ... � authorized limits specified on the above described Exhibit W5-A and further �� `�" provided that said systeans and areas shall be fully Subject to all of the provisions, ' � terms and conditions of this agreement which ars hereby made applicable thexeto, with the same intent, purpose and effect as if said areas were situated r� � within tY�� eorporate limits of the Suburb. � ,� -?- � , , � 5. The City and the Suburb have heretofore designated place(s) of connection of the sanitary sewers of the Suburb with the public sewer system �� of the �ity, Said connection point(s) is (are) designated and described on the � , `� aforementioned E;xhibit WS-A The maximuxn allowable rate of discharge from the Suburb's`�anitary sewer system into the City's system at each of �� the desi nat�d conn,ection points is also specified on the aforementioned g ' � Exhibit WS-A The Suburb shall not at any time allow sewage or 1 other liquid to be discharged into the City's system at rates in excess of the '� maximum allowable rate of dischar e. g ��, 6. The authorized limits of service, the designated place(s) of con- nectiox�, and the �naximum allowable rates of discharge as set forth in the ' � WS-A aforementioned Exhibit constitute an essential part of the funda- ';� mental basis of this agreement and its provisions for charges and payments. r These limitations shall not be exceeded and no change ahall be made therein � excep� as such change be set forth in a supplemental, agreexnent executed � by the City and the �5uburb. Such supplemental agreement shall have attached and incorporated therein properly revised versions of each � exhibi� or schedule wh:ch is a part of this agreement and such revisions � shall properly show the basis and amount o£ change in charges including _� the� applicable interest rates payable by the Suburb. All revisions in exhibits or sehedules shall be prepared in such manner as to clearly show '�� the original amounts, the revi�ed amounts, the authority for the revisions, az�d the date thereof. Any revised charges shall be ba�ed upon the same � formulas as used in this agreement. �� -S- �� ; � � � 7. The Chief Engineer of the City, or any employee authorized by � the Chief Engineer of the City upon reaeonable notice first given to the Suburb, shall be permitted, at the expense of the City, to inspect the con- � struction, as well as the operation, of the sewer system in the 5uburb at � any time to aee that the same is being conetructed and operated according to plans and specifications and operated in compliance with acceptable � munici al ractice and that the agreement herein contained is being complied P P � with insofar as it is reasonably necessary to protect the City. The Suburb, � upon reasonable notice first given to the City, ahall be permitted, at the � expense of the Suburb, to inspect the cons.truction, condition and operation � of any sewer within the City used by the Suburb at any time to see that the same has been constructed and operated according to plans and specifications � and operated in compliance with acceptable municipal practice and that the � agreement herein contained is being complied with insofar as is reasonably � necessary to protect Suburb. 8. During the construction of sew�rs within the Suburb special care � shall be exercised not to allow any gravel, sand, dirt or any other heavy i � ', � material to be washed or carried into the sewers of the City, and no grit, � dirt or heavy substance of any kind ehall be permitted by the Suburb to be '', � " durrxped into ita sewers. When expense is incurred in cleaning the sewers � i ' of the City due to any euch eubetance being carried into them from Suburb ,, � . sewers, �uch expene�e shall be paid for by the Suburb. � . � ;� I � 4 -9. ;� i '`� : K.. . . � . . . �I . � - i. �� , . .. . �� . . . . . . . , � '". . ' . . .� i� . � � ,. � .. � . , 9 Before any extension of its sanitary sewer system is commenced, �� ,. � the Suburb shall submit plans and specificatione therefor, to the City for its information. The Suburb ahall have the right to extend and� connect addi - !'�' tional sanit�r s�wers rovided such eewers are within the authorized limits Y , P , . � of service. Subu�b must also aubmit to the City on or bet�ore January 31 of i. _ r each year, a state� ent of the total number of connection� to the 5uburb's r � " ! `-� sanitary sewer sys�em existing as of January l of each year, together with �, � $uch aupporting dat�� (e. g. the number of connections in various size �' � �, classifications) as may be required by the City or the M.S.S. D. Suburb � 4 F� agreea that no impoundir�g devices or impounding of a ewage will be permitted ; � � in ite: sewage collection �ystem or in those systems connected to it, except c.�" � . as required for proper, p�mp operation, or ae expresaly authorized by the � City and approved by the M. S. S. D. Impounding devicee provided for in ; ?� � exieting contracts between the 5uburb and adjoining municipalities or im- � .,.r _ � pounding devices presently in existence and authorized previous to this i.� - agreement may continue in uae; however, no expansion of euch facility � or prolongation of detentibn timee shall be cauaed unless authorized by the City and approved by the '�;M. S.S. D. � � ' ' 10. In case any�unreasonable obnoxious odors or gases shall � develo .in the 'ointl -use��i sewer e stem due to diecharge into the aewera � P J Y Y of the Suburb o� ariy subotance c�ueing obaoxious odoxs or gaeea, such � : , nuisancee muet'be sl.iraci�n�ted by the Subuxb at'ite 'owa expe�ee, upon � notice and whe� rec�ueete� ta do +�o by the City, and a failure to �omply � I .�.� . � _ �� . �� _ � _ , _ . _ . . . . . . � . , . . _ . , , , , ., � , � v� ' with such notice within a reasonable time shall eonstitute a cause of action � under Section 6 of this agreement. � SECTION 4. MEASUREMENT OF 5UBURB'S SEWAGE FLOW. 1. To measure the volume of sewage diacharged from the public � ewer s stem of the Suburb into the public sewer system of the eanitary s y � City, an accurate sewage metering device ahall be constructed and main- tained at each connection point. The metering device shall be equipped � and recordin mechanism housed in a suitable with a remote registering g � structure which indicates and continuously records the rate of flow, and � which measures and totalizes the quantity of sewage passing through the � - meter. � 2. The sewage metering device shall be provided by the Suburb.at � its own expe ns e. - 3. The type and location of the sewage meter and all plans, spec �' � ifications, and details pertinent thereto shall be aubject to the approval of the Chief Engineer and the Commisaioner of Public Works of the City. � 4. The operation and 'maintenance of the metering device, including 1� the reading and recording of results shall be done by the City. The City � shall keep an accurate record of all materials, labor, replacement of '� equipment, euppliea or other expense incurred in the operation and mainte- �� nance of each metering device, and the City shall be reimburaed for the �� full coet thereof as provided in Section 5 of thia agreement (Subdiviaion 10). ..� I� ! -11- �� I , 1<._ � 5. The Suburb shall have the right of accese to the metering device ' and recording inatruments and may make any accuracy test or other inspec- � �� , �,.. . tiona that the Suburb may;d'eem necessary or desirable. Hc�wever, no ehanges , , � . � or adjustments s�all be made unles s the Chief Engineer of �t�ae City or his l. _ e designated repres�entative� ia present. '' F � i 6. The Citwy�� may make calibration or a�curacy tests of the metering � � � device at auch time' as the City may deem flesirable. A�y time it has been . � , �. � {� ', determined that the '�ewa�e metering device has not properly measured the r� `■ ' .$ '�. �. ,, . volume of sewage c�ntaib�xted by the Suburb, an adjustrnent of the measured • � _ ' sewage flow shall be m�de. If the City and the Suburb are unable to agree on the calibration of the metering device or on the adjustment of the � measured sewage flow, ar� impartial registered profeaeional engineer, � mutually eatiefactory to the City and the Suburb, ehall be selected as an I � arbitrator to supervise the repairs and calibration of the rnetering device � and to determine the proper adjustment of the measured eewage flow. Tha services of the arbit�,ator ahall be paid by the loaing party, ar one-half [� � by each party at the optioaa of the arbitrator. Adjuetmente of ineasured L'f sewage flow shall not Ue retroactive for a period of more than eix monthe. � ?. Notwithstand�n�� any of the provisione of this Section, wherever it ia determined to be iinp'ractical to conetruc�''and maintain a sewage metering device at one of 'the poi�nts of connection, . �iaid metering device ;i may'be omitted ar►d the volume o£ eewage cant�r'ibuted b}r the Suburb at � that point of conaection aMall be �etimated by the City, grovided that the � ` �, , , . � ` , `� i ' , �; -12� �, , , ..J _ •� , .. - ;, � .' oxnission of the metering device and the basis to be used in estimating '� the volume qf sewage are fully described in Exhibit WS-B which is a�tacl�ed hereto and is hereby made a part of this agreemen't. .� . t SECTION 5. CHARGE5. .� 1. For the ;,privilege of connecting its public sanitary sewer system '�' and discharging its� sanitary sewa�e into and through the sewer system of the City and through the facilities of the M. S. S. D, , the Suburb shall pay -M1� to the City the annual charges hereinafter provided in this a reement. � ' ;� 2. The Suburb shall pay the City a capital charge for those portions ' of the M. S. S. D. i;nterceptor sewer, which the City is entitled to use, which -�� are used to coz�ve the Suburb's sewa e to the sewa e treatment lant. Y g g P , � The Suburb's capital apportionment in each segment of the M. S. S. D. inter- ceptor sewer shall be that percentage of the segrzlent's present depreciated � value that the Suburb's peak desi n rate of dischar e throu h the se ment g g g g � bears to the total capacity available through the given segment. Credit r sha11 be giuen for federal grants in the same proportion as the amounts � of such rants were to the ori inal cost of such facilities as shown on � . � � Schedule WS-12 The calculation of the Suburb's capital apportionment � for each facility applicable under this subdivision is set forth in detail in Schedule WS-5 Which is attached hereto and is hereby made a part of this ,� agreement. The total apportionment sl�own thereon may be paid by the � Suburb as a lump sum; or it may be paid in 120 equal quarterly payments � -13- ' � • � � which include interest on the unpaid principal balance at the rate of three - and five-tenths percent (3. 5°jo) per annum (computed quarterly). The fixst '� such quarterly payment shall be for the quarter ending Sept. 30, 1965 , � . P�.'yments shall be made quarterly thereafter until principal ^� and interest are f�;lly paid. Suburb shall have the right of prepayment of the , unpaid principal b�.lance, or any part thereof, at any time without penalty. 1 � If the payment of syuch sum is paid in 120 equal quarterly installments, each such installment shall amount to one and thirty-five one-hundredths percent .� (1 . 35°fo) of the total apportionment. r� By paying s:uch charge for the M. S, S. D. interceptor sewer, the !' !� Suburb is acquiri�g the permanent right to use a portion of that capacity �r which the City is presently entitled to use, said capacity rights being equal �'�..� to tlie peak design rate of discharge used in computing the capital appor- !`� tionment, all as set forth in detail in Schedules WS-4 and WS-5 � of th�s agreernent. �r.� . . . . � . 3. The Subuxb shall pay the City a capital charge for each City ';.� sewer used to convey Suburb's sewage from the point or points pf connec- ' tion to the M. S. S. D, interceptor sewer. Some of these sewers may con- �� sist of combined sewers which were designed and built for the primary � purpose ot collecting or conveying sanitary sewage and stor�n water from , are�s within the City's corporate lirnits. Therefore, there is no substantial `� ss fth � capacity thereinwhichis in exce o e City s present and future capaclty � � -14- � ' � - :_., ,.. . i , ' ' requirements, and whereas for water pollution control and other reasons :� the use of combined sewers is regarded with increasing disfavor by regu- latory agencies,,' it is not possible to ascertain how long intthe future each ",� 5e ment of combined sewer will continue to be available for the conveyance g � ' '� of sanitary sewage. Gonsequently, the use of said combined sewers by i the Suburb for con,veyance of sanitary sewage is regarded under this , `,� , a�xeement as a te�nporary expedient exercised for the convenience of the `� Suburb in the in F+�rest of preserving the public health and welfare. For ? , the temporary use of those segments of the jointly-used City sewer system "� '� designated as cc�mbined sewers, the Suburb shall pay the City an annual � : �� rental charge based upon a depreciation charge of one and twenty-five one- hundredths percent (1. 25°jo) per year of the reproduction cost qf the Suburb's �-� a ortianment ir� each se ment as calculated in Schedu�es wS'7 and PP B Y� w�-8 of this agreement plus a financing charge of three and five- �. <, ,, tenths perceMt (3."5%) of the current depreciated valu� of the Suburb's `� ort'onment as calc�ulated in the aforementioned Schedules ws"7 app i � and ws-$ which are attached hereto and are hereby made part of ,, this agreement. No equity or ownership rights shall accrue to the Suburb �� • however in the event that in any facility rented under this paragxaph, , ,� �� such rented capacity subsequently becomes permanently available to the P Suburb, and is purchased by the Suburb, the amount of the depreciation �.� charge paid the City by the Suburb as rental under this subdivision shall � ' ...r -15- ' � � ' ' ,f� be credited toward the purchase value. Inasrnuch as combined sewe�s , � are rented on a temporary basis, the apportionment of reproduction cost `� . to the Suburb shall be based upon the percentage that the maximum allowable � rate of discharge bears to the total capacity available through the facility f , � wherein the maxim.um allowable rate of discharge for the .Suburb in this ,. instance is based u�pon estimated capacity requirements of the Suburb ten �� ' years from the date of this agreement as calculated in Schedule WS-6 �,� Where the City sewers used to convey Suburb's sewage are separate sanitary se�vexs, or are otherwise designated or determined to be of such � nature or condition that permanent c�.pacity rights are available to the ;I� Subur}a, the Suburb shall pay the City a capital charge as hereinafter specified. For su�h sewers, the Suburb's capital apportionment in each f ti..� segment of such jointly-used City sewer system shall be that percentage � of the facilities ' present depreciated value that the Suburb's peak design rate of discharge through the segment bears to the total capacity available � throu h the iv en se ment. The calculation of the Suburb's capital g g g � apportionment for each facility applicable under this paragraph is set � #orth in detail in Schedules ws-9 and WS-10 which are attached �-� hereta and are hereby made a part of this agreement. The total apportion- �1 ment shown thereon shall be paid to the City in the same manner as pro- �,.. vided for the M. S. Sa D, interceptor sewer in Subdivision 2 of thiS section. � `-' Except as above provided for combined sewers, the Suburb, through pay- � ment of this capital apportionment, is purchasing a permanent right to � �� ' -16- � , ' '� use each segment of the jointly-used City sewer system which it uses in the proportion that its peak desi�gn rate of discharge through � the segment bears to the total capacity available through such segment. � The Suburb's share of the present depreciated value of each segment of the jointly-used Ci�y sewer system is shown on Schedule WS-10 � � of this agreement.;�The Suburb's share of capacity of each segment of the , �� jointly-used City sewer system is shown on Schedules WS-9 and WS-10 of this agreement. , �� 4. The Suburb shall pay the City a capital charge for �, `� existing M. S. S. D`. sewage treatment works which the City is presently entitled to use. T�ae present depreciated value of the existing M. S. S. D. _ � sewa E treatment works has been calculated for ur oses of this a ree- g P A g � ment on Schedule ws'12 , which is attached hereto and is hereby , ,, made a part hereof, and is determinEd to be $3, 880, 520. 00. In I. .� `" de�ermining the present depreciated value of this facility, land purchases �� and the program o� research and investigation prior to Decembex 31, 1961, , shall be included as shown on the aforexnentioned Schedule WS-12 �� Credit shall be given for federal grants in the same proportion as � the amounts of such grants were to the original costs of such facilities � - as shown on Schedule WS-12 The existing M. S. S. D. sewage , � � °� W -17- � � � � .,. ' treatment works, being incorporated into and made an integral part of the � ex anded treatznent facilit is considered for purposes of this agreement P Y , t to have an annual°average capacity of 218 million gallons per day. The , ,� Suburb's capital a�portionment for the existing M. S.S. D. s��vvage treatment � � w rk hall l�e tha� ercenta e of the resent de reciated vzlue that the o s s , p g P P r� I Suburb's sewage treatment plant capacity requirements bear to the total F annual average cap�city of 218 millxon gallons per day. The basis for i � determining the Subtzrb's sewage treatment plant capacity requirement is B�; � �� set forth in Schedule WS-13 and for the purposes of this agreement ,�� said requirement is agrsed to be an annual average capacity of 1. 719 million gallons psr day. The Suburb's capital apportionment shall be paid ,,', in the same manner as provided in the first paragraph of Subdivision 2 of r this section. '�� 5. The Suburb shall pay the City a capital charge for the new ;`_�� lvl. S. S. D. sewage treatment works which the City is entitled to use. The `� Suburb's capital apportionment for this facility shall be that percentage of the total expense to the M.S.S. D. inproviding th�: .facilitythat the Suburb's sewag� � .� treatrrient pTant capacity requirements b�ar to the total annual average ' � plant capacity as provided by the M.S, S. D. The Suburb's sewage treat- � xnent plant capacity requirements shall be as specified in Subdivision 4 �•� of this Section. The sewage treatment plant capacity requirements of �, the Suburb as determined under this Section and as shown on Schedule r..� ; WS-13 of this agreement have been determined on a relatively � �� ?.�' -1$- • � . � The capital cost apportionrnent to the Suburb for new M. S. S. D. "� �ewage treatxnent works as of the dat� of this agreement, and the basis of its calculation iare set forth in more detail on Schedule wS-14 hereto P t� attached. The Suburb's capita� apportionment shall be paid; in the same `� manner as provide�d in the first paragraph of Subdivision 2: of this section. ti , 6. The S�ubu�rb shall pay the City a charge for �he Suburb's share . tN� of the operation anc� maint:ex�ance expenses of the City cor}veyance sewer , s '�� systEm. The total annual cost of operatYng and maintainir�g the City con- `'� veyance 5ewer system shall be divided by the "total annual dry weather .� volurne of sewage frorn the Ca+y and all of its connected Suburbs", as deter- �� mined by the M.S. S. D, in apportioning M. S. S. D. expenses to the City, yielding a unit cost per million gallons of sewage. This unit cost shall be � applied to the "adjusted dry wea�her volume" of sewage contributed by '� the Subur}a to compute the total charge to the Suburb under this subdivision. a ?. The Suburb shall pay the City a charge for the Suburb's share of �� the operation and maintenance expenses of the M. S. S.D. which are appor- � tioned to the City and its connected suburbs by the M.S.S. D. The Suburb's �: . share of expenses sha11 be computed in the same manner as described in � the preceding Subdivision b. � � 8. The City shall from txme to time obtain analyses of samples of �.� sewage collected from the public sanitary sewer system of the Suburb at � the point or points of discharge into the City's sewer system. In the event � that this program of sampling and analysis should demonstrate that the . � � � -20- � � � - k.,:r �� aewa e or waste contributed to the City sewer system at one or more of ►-� g i; the connection points consistently has extraordinary strength� charac- � I p G,ti teristics considerably in excess of the strength characterist}ca of the . �, � , overall composite.waste received at the M.S. S.D. aewage treatment � works; then the Ci�y may direct that the Suburb at ita own �'xpense shall � : ;, i � � � perform such pretr'�atrnent of the sewage wastes prior to �ischarge into � , ; � the Cit sewer s st'" a� may be necessary to reduce ther strength char- .�_., Y Y � , ,, � � ,acteristics to confor generally to those of the composite waste received ��` ' �: _ �' �`�=� `�.t the above-said se+�.ge treatment woxks. Fvr purposes of this subdivi- ; � ; �sion, any waste for which I�the five day, 20°C Biochemical Oxygen Demand � exceeds 350 parte per mill�.ion by weight, or the tota'1 auapended solids ," , , exceeds 400 parts ger mill�on by weight, both as determined in accordance ; � { +y+ with the latest editioa of; S�andard Methods for th� Examinatioi� of Water and Waste Water ahall be coneidered to have extraordinary etrength char- acterietic� and the City may direct that the Suburb �hall provide for the � W pretreatment of such wast�s. • � Wherever the: C}xy may determine that auch pretreatment of u ; sewage is neither practica� r�or deairable, then''said sewage or wastea of extraordinary etrength ahalracteristics may coatinue to be discharged into � the City sewer eystem; ho�fvever, the Suburb sharll pa�y ta the City an addi- 4.� tional charge to compea�a�e said City for additioaal. �oets iavolved in the � � coaveyance, treatment ��d +�ispopal of �he�ee �tronger wastea. The amount � of the eaid additioaal char` ehall be dete�miae�d by the Couaail of the � � � , � f� � � .. � . � ��Y �I,d �Zj,�r .. � � -- . • � . � . . . . , W � � � - i �� .. � I . . . . . . .� . . City and a separate deterrrlination will be made in each instance depend- � ing upon various pertinenti factors involved. The additional c�arge under t� ; , � this subdivision s�all be�lfair and equitable and eihall,'� as neaxly as prac- '■ � �.s ticable, be deeign d to full�y compensate the City and all oth�r users of � � the M.S.S.D. facil�ties �for the additional costa '�ncurred du� to the par- � � ,� � •ticular strength cha��act�eri'stics of the sewage o�� wa�te involved. `� • i _ ,� � : In the even� the Suburb diaagrees with the deter�rnination of 1 � • � �harge� by the Counc� of the City, the partiea shall arbitrate their dif- �';� 1.r . �� t ��rences by the pro�dure 'set forth in Section 4,' Subdiviaion 6. ''� � The pre�ent IvI,S.S.D. Act, Section 445.09 of Minnesota 5tatutes ��,�. � � ;'; Annotated pxovides for auch pretreatment or charges for wastes that are unusually concentrated. 1;� �'� 9. Suburb shall pay City a charge for Suburb'� share of the coats � of extraordinary repairs of'jointly-used sewers ��erving the Suburb. This � charge is to reimburae the City for Suburb's share of those expenses which the City incurs in making repaire which, Ltnder accepted accounting practicea, are not embrac�d in the cost of current maintenance and repair under Subdivision 6 of tHis ��section. Suburb's ah�►re df such costs shall be computed by dividing the�to�al coat thereof between the City and $uburb in �� . the praportion which the;�to�al volume of sewage di�charged by Suburb in the particular aewer� repaired beara to the total volume af s�wage in such sewers. The voluxnes to be u�ed ir� thie +�omputs►tiox� shall be computed by the '� , .�2�� ' • ",. � n �� ib �' .' v , � . , . _ 1 ' � I , I� l,� I� i � _ �,� . City over a 24-haur period during average dry weather flow at approxi � mately the time of auch repair. Such flow sha1Z be determin�d by the l_.. '' ; i' installation of a weir or meter. ! T , A ,,.� 10. Suburb ahall pay City a charge for Suburb s shar'e of the coata � incur�ed and recor�ed by the City for administration and bi�`lling under this � �; agreement. Such c��sts include record-keeping and prepar�ing quarterly R� � � bills to suburbe and �it}t engineering department expenaes incurred in , . _ . . . . . 1 � ., . �',. �� . . . . � . . �l�� . . - . . � � 4routine meter readin� and i;testing of inetering facilities of auburbe and for �.. � routine sampling and analysi� of Suburb's sewa�e. Suburb's sha.re of auch '* � . coste shall be determined c�n the basis of 'sewage volumes, by dividing the total annual costs by th� total "adjuated dry weather volume" of sewage from all contracting suburbe� and applying thia unit cost, expressed , r ; ae a rate per million ga�loi�e to the "adjueted dryr weather volume', of �� wa from the Suburb du�in the ear. Such char e to Suburb, however, J : se ge � , g Y ;; � ahall be a minimum of F�fty Dollare ($50. 00)�pex quarter. The City shall kiave the option of charging non-routine meter reading and testing; sewage sampling and testing, an� other similar special , costs directly to Suburb where. such costs are attrib�table to Suburb. � 11. Suburb shall al�o pay tlie City an overhead charge equal to � Z5 ' d� the o eration aad xn��int�nance char e aubmitted � twenty-five percent ( %) � P B by the City to the 5ubuxb��u�ider the provi�ions o��Subdivieiot� 6 0£ this Sectioa. � �.i • ' Such charge is inteaded tp �oxnpeaeate the City fpr expenseg incuxred by the � . +� , � { � ' � � � i� ' ` :.� . , :�� ;;� ;� � �23- ` �, ';1 , . iM+ �� : City in administrative costs for which the City is not otherwiae compensated � �' ! ' and for City's costs incurred under such items including,, but not limited to, ,, ,, , � ensions, health and welfare charges, unemployment compensation payments, P �, ;� „ i " Workmen's Compensat�or� payments, Severance Pay charge`s, vacation, sick � : , i , ; � � leave, and holiday charges and for the aervice$ of City de�artments which ;, �, ,� � � .� , , ; '' ; are not directly charged to sewer operation a�d maintenaxace including, �� ' � � . � but not limited to, '�ivil Servic�, Purchasing, Corporatip n Counsel, City � � Clerk, Finance and �ity Comptroller. This overhead charge shall be 3 � � �'� '' . ' ; �� added to each quarterly billing from the City to the Suburb; and it is ex- . � �: � �� ' ` ressl a reed b and between the parties hereto that such charges are a � P . Y S Y � , ti`� F' a onab e amou;nt to reimburse the Cit for aervicea and is not � fair and re e Y � . � " nor,ie it to be consicleredi,profit. � I ,, .d far as long as it con- � 12. ' In addit'ion to!the foregoing charges, an ; ; tinues to discharge sew!ag� into the jointly-used City aewer syatem, the � � Suburb'will impoee upon and collect from all users of ita sewer system � any and all additional �hargea which the M.S.S.D. may impoee directly upon uaers in the City, other than thoae charges in effect on July 1, 1965, � - and will pay all suma �o �vllscted in accordan�e with the rules of the • � M.S.S. D. and a.ny etatt�te' or etatutes now or h�ereafter enacted to regulate �' � and govern the same. ' �. � „ . ' , �;� , SEC� TION 6. R�.1'Vi�'DIES FOR, VIOLATI(�N. ' , ,i In the event of aayr �ubetaatial, coatinuin� viol�ation'bf the terme and ` coaditions of thie a►greemeat oa the part of the Ci�y or Suburb, the aggrieved � k �, � .. . � . . .. . - . ...I' ..�. . � . . � .. �� . �. � . . � . .. � I+ k � � �� • � � �� -24- It '� Lr ' , . . ,.� � � ., . �� . .. ; . _ ,� ,,, �; � � . .. , � , � . art aft r a 1 - u er first ivan eason b e notice and affordin reasonable o or P Y� � g 8 PP � , tunity to correc� such violation, may institute such action ox proceeding, � � �� t law or in equity, as may be considered by it upon advice tof counsel to � ,' �, : �. be most effective;for the �nforcement of this agreement, w�ether in the nature a; � of mandamus to coQmpe�, t�e proper officers to perform dut�ies imposed upon ; � �,� F the parties of this �greement, or for such othe!� relief, w.ithout limitation, � � . � � as may be deemed n�cessary or proper by any ccurt of competent juris- ,y , • � � diction. u,' K ��„ '�� It ia further ttually agreed by and between the parties hereto that � t � ' t, �here shall be avai ble to the City an additional remedy and that in the - ,: � � ; � � � �; -� ' �4��' event the Suburb �hould allow sewage or other liquid to be discharged into �, � the City's sewer sy�etem �t any of the designated pointe of connection or otherwise at a rate which,exceeda the maximutri allowable rate of discharge speci€ied in Subdivision 5 bf Section 3 of this a�reement that a charge against the Suburb shall be incurred which ahall be payable by eaid Suburb to the City to compensate the ;City for damages directly or indirectly auatained by eaid City by reason �of the Suburb's unauthorized �ppropxiation of the City's retained apportibne'd �hare of capacity i�� any"such sewer. A charge againet the Suburb hereby';provided shall be operable and in effect against the Suburb in each instanc�b where the mascxmuml allb+wable rate of diecharge . ie exceeded, whether cauebd by reasan of exceaei�ve,sewage flow o� : ,. by exceesive surfaae ar��1 grautid water infiltration or a combination there- � tT �,, � o�; and safd` �ause� are re�ogaized by the partia� hereto as being aubject � � � . ; •25- ; �' c } I• i� � , fri � . . _ . , ' � to the reasonable cox�trol of the Suburb. A separate charge as hereinbefore r� described shall be made against the Suburb by the City for each calendar day or portion th�reof in which the peak measured xate of discharge exceeds ,� the maxixnum allowable rate of discharge. The amount of each such �harge P� �ayable by the Saburb to the City shall be in the sum of 'rHREE HUNDRED � � AND TWENTY---='�------------- Dollars ($, 320. 00 � ) per day. The �� W. �, , City shall notify thE Suburb in writang of each such occurrence within ten 1 � (10) days after the�' occurrence is noted by the City. The charges hereby � , provided s}�all be;�separately itemized and identified by date and shall be � ��. , included with the-next quarterly billing from the City to the Suburb occurring '"� thereafter and shall become due and p�,yable with such quarterly bill. ,.., ,� SECTION 7. USE AND ADJUSTMENT OF SEWAGE F�..OW VQLUMES. � � 1. Whenever costs are apportioned to Suburb on the basis of sewage '•� volumss under this a reement9 char es shall be znade and based upon the o , g g � unit costs actually experienced during the previous year, until an appropriate ..1 � � adjustment can be made. Adjustments for the prior year shall be made as '�° necessary, ir� the first quartexly billing each year, or as soon as the nec- � essary information is available, to reflect any differences between the unit � costs ex�erienced and the unit costs used as the basis for billing during �"' the priar year. r� 2. In computing the Suburb's share of operation and maintenance �.. `� exp�nses as provided for in Subdivisions 6, ? and 10 of Section 5 of this �... ,� � , -26- � • ..,., � � ' , ' II i; �� hown b the meters ma 4_a agreement, the measuredi volumes of sewage s 'y Y � � be adjusted to obtain the R�adjusted dry weather volume" of s�'ewage con- i tributed by the Suburb.' The 5uburb or the Cit� may, by ap�lication to the � ther art a 1 for such ad'ustment based on the eame 'ays used by the o P Y, PP Y J � , � M.S.S.D, in determining the "total annual dry/weather volume of sewage ,� ; from the City and i�ts conaected suburbs'; if the Suburb'sEtotal volume of � �' ' aewage based on su�h da}ts varies more than five p�rcent (5%) from its � . ,,-� � � total volume of sewa. e wl�en based on the actual m�asured volumee shown � � J � �l by the meter readings.'� 'i $. � ; Any applicatitia for such adjuatmerit ah�ll be made within one � year of the caleadar year�'to which the propoeed adjustment would apply or ? ry the application will,have �o force or effect and no such adjuetment need :be made.' u � The Suburb eHall not, however, at'any time on any day, dis- charge aewage or othe� liquid in excesa of the allowable rates of diecharge , apecified in Subdivision 5�;� Section 3 of this agr�eem'ent, eaid allowable � rates of'discharge representing the extent to which the Suburb has pur- � , - chased capacity rights �under this agreement aMd pr'oviding the basis of � capital charges payabl�� b�r the Suburb, and sai�l alldwable rates of dis- � ar hall overn at�all?times re ardleea of the al�ove proviaion for .� ch ge s g 6 � adjustmez�t to dry we��hea� flaw, for computia� pperatiau and maintenaace� � � chargea. {' �1 �� i 'i, � � ��. l; i.� � ;�' � � . � i -27• ` +t i� ?� � � , . � �� SECTION 8. BILLING AND PAYMENT. For the privilege of dischargin�; sewage into and through the jointly- � • used sewers and M. S. S, D, facilities and for the treatment of such sewage, � Suburb shall pay the City the charges provided for in Section 5 of this �: • agreement. Payment for such charges shall be due and payable on a guar- i terly basis within thirty (30) days after the bill is ren�lcred. Payments � due the City under priur agreements between the City and the Suburb shall � be dve an�? payable as of the effective date of this agreement. It is further agreed by and between the parties hereto that after the effective date of this � a reement ever billin b the City which shall become and remain the g � Y g Y � subject of delinquency in reference to the payment by said Suburb shall bear interest at the rate of six percent (6%) per annum to the extent and � � ene and such interest shall become and for the period of aub�ect delinqu y, � be payable to meet such case in addition to the principal of the aubject � billing, by said Suburb to the said City Chereunder. � SECTION 9. CREDIT FOR PREVIOUS CAPITAL PAYMENTS. � � The Suburb shall be given credit under this agreement for capital � cost payments made to the City for sanitary sewage services rendered � after July 1, 1963; said payments having been made pursuant to the then '■ , existent contractual agreement of concurring ordinances. The amounts '� to be credited as capital paymenta ahall be all of the second or incremental � e'ewer rental payment as credited to City Account No. 0930R, plus , � `� -2$- � ; � f� two-thirds of the sewer maintenaz�ce payment as credited to City Account �� No. 0249R . The specific amounts to be credited are set forth on Schedule W5-15 ' p� • , ` The Sul�url� shall also be given credit under this agreement for any . , � direct payments xr,�ade to the City as the Suburb's share of a sewer con- 4 ' � struction contract to build a part of the jointly-used City sewer system or ' `� r ide ca acit for Suburb in the 'ointl - sed Cit sewer s stem. to p ov p Y J Y � Y Y �� Sub�rb's contribution to such construction contract shall be trended and k ,, depreciated to its present depreciated value in the same manner as were ,� the sewer facili�ies under Sectzon 5, The specific amounts to be credited ��' axe set forth on'Schedule WS-16 . ' � Suburb shall receive these credits by subtraction of the total a�nount ! �� of credit as �shown on Schedules WS-15 and WS-16 from the � total capital apportionznent determined pursuant to Section 5 of this agree-, , � ment, These capital apportionments and credits are shown on Schedule � WS-17 .��. � SECTION 10. E�2UITY' PAYMENTS. Any payment xnade by the � Suburb under this agreement toward capital outlay for existing and future � M. S. S.•D. facilities shall be deemed to give the Suburb the same kind of legal or equitable interest for permanent use as the City has in such � M. S. S. D, facilities to the extent and in the propoxtion that the Suburb has , r� from time to time paid for its share of such facilities. �.. ,' .... , • -� -29- , , � `w ,. ,. „ L,;r ' � a co t or e enae and full indemnif said Cit a ainst an � �� any dam ge, s �Cp y Y ; Y � Y and all liability sustained� by reason of the connection or the� maintenance � � a of the connections hereunder between the said:public sewer,'system of the � �. .. . �;, . .��. .. . : � � � . �,1 S � � . .. �,.� Suburb and the said publi�c sewer system of the �ity or by �eason of any � , r � damage, cost, expense or lose �hat may be s�tstained by t�e Suburb, its � : � . � . .. . . . . � ,I . . � . . . . . . . . F . . . �.� � � � �� 4 inhabita,nts, or an� ot�her person or persons connec�ted w;th the uae of said ; "''" Suburb's ublic se � er s stem or b reason of;.the d:iver$ion into said Suburb'a, �.+ p � Y Y , : . W, � public sewer systen� of �oof water or storm w,ater drainage. ` " � '�� ,,i � �+ �y . �� '; � SECTION 14.� �`EXHIBITS AND SCHEDU�ES. � � I ,i �Y All exhibits and '�schedules attached to and referred to in this agree- ' � �± ,, �'�� ment are hereby made a part hereof as fully and as completely as if set ,; ,, forth herein verbatim and iri the event of a con;flict..between any provision of , , thia agreement and th� tex� material iacorporated on any echedule or exhibit ' , , ;, ; including any covenant or prbvision between the parties thereon expressed, ` �� " , ; • the provieion, material or data on such'exhibit or echedule shall prevail. � ii , A list of said exhibita and achedu�ea is as followe: ,� :�, •, , �� '� ' . , , - ', w . : �� •, ;; , ;, �; E . r1 �. �] , i ,_ � ` � � , ,.. ,. � , � � _ ,� . � ., I' _ ` II .ii ; .� � . , . , . . , . � . � . r '�l�r .. � . �� , . . . . Yrri .1, !� � r t Exhibit WS-A Limita of Service and Deaignated Connections Exhibit WS-B Basis for Eatimating Volume of Sewage , ' Schedule WS-1 Trend Factors, 1930 to 1964 ' Schedule WS-2 Trend Factors, Prior 1903 to 1930 � � Schedule WS-3 , Weighted Average Trend Factors Schedule WS-3a i Condition Percent - MSSD Treatment Plant Schedule W5-3b '.t Condition Percent - Sewer Lines 1 �y�Schedule W5-3c Flow Variation Factors ;�chedule WS-4 Peak Deaign Rate of Discharge in MSSD Sewer chedule WS-5 Capital Apportionment�in MSSD Interceptor ' Schedule WS-6 Estimated Peak Rate of Discharge in 1977 Schedule WS-? Apportionment of Reproduction Cost, City Combined Sewers , Schedule W5-8 Rental Charge for Use of City Combined 5ewere Schedule W5-9 Peak Design Rate of Discharge in City Sanitary Sewera Schedule WS-10 Capital Apportionment in City Sanitary Sewers '' � Schedule WS-11 Value of MSSD Treatment Plant Capital Additions, � 1938-1961 Schedule WS-12 ` Capital Apportionment - MSSD Treatment Plant '` !i Facilities Conetructed Prior to December 31, 1961 ; Schedule WS-13 Suburb's Sewage Treatment Plant Capacity '� Requirementa ' � Schedule WS-14 Capital Apportionment in New M5SD Treatment Plant . i Schedule WS-�15 Suburb's Credit for Certain Capital Paymenta ? Schedule WS-1b Credit for Direct Contributiona Toward Construction �� j of Jointly Used Facilitiee Schedule WS-17 Summary of Total Capital Apportionmenta and Credite 1 . 1 : 1 ; . 1 1 : . : 1 . e, . �k: 1 , � , . . _3z• �� ` . �i � SECTION 15. OBSERVANCE OF DISTRICT RULES. � .� Suburb agrees to conform with, abide by, and enforce all laws, rules �, and regulations of the Minneapolis-Saint Paul Sanitary District which apply �I ' to the City and the usere therein. � ' SECTION 16. ADJUSTMENTS OF BILLINGS RENDERED IN 1967. � - All charges previously made by the City against the Suburb for any �� period after July 1, 1965, shall be computed and made in accordance with � this agreement. Any billings made for any period since that date shall be adjusted so as to conform to this agreement. � � SECTION 17. AGREEMENT SUBJECT TO REDETERMINATION. � Thia agreement is made pursuant to Minnesota Laws 1963, Chapter � 874, Section 10, and shall be effective for a period of thirty (30) years eubject to a redetermination of its proviaion after the expiration of five (5j � • yeara from the date hereof and thereafter as provided by law, � : � SECTION 18. EFFECTIVE DATE OF AGREEMENT. LT . - - This agreement shall take effect and be in force after the date of � execution of the same by the City Comptroller of the City of Saint Paul, which execution by the City Comptroller shall not be made until after � r al as to form and content of the a reement b the Board of Trustees . app ov 6 Y � � of the Minneapolis-Saint Paul Sanitary District, a resolution of the govern- � ing board of the 5uburb accepting and agreeing to abide and be bound by the ` ' _ ' , -33- ' ' terms, provisions ar�d conditions hereof and a,uthorizing i�ts proper officers to execute said agreement, and the passage of a resolution by the City Council ' Qf the City approvin said a reement and authorizin execution of the same g g g � by t$e proper City �officers. It is furth�r agreed by and between the parties hereto that this ' a reemen.t is sub'ect to all of the terms r visions a g � : , p q nd conditions of Ordinance � �10. 13840 of the City Qf Saint Paul, approved the 27th day of February, 1968. � � — Dated this'� day of , 19 � In Presence Of; CITY OF SAINT PAUL � F B , ' _Y Its Mayor ; � • Its City Clerk App�oved as to form: Countersigned: , First Assistant Its City Comptroller 1 Corporation Counsel�:: Approved as to form and execution ` this day of , 1967. � First Assi,stant Corporation Counsel ' In Presence of: By , � It s , It s Approved as to form: ,' Attorney � -34- ' � � "-.e City Of Wes�SI.PoW$anila�r Sewar Systsm 1�Conn�eb0 To TM Cily UI St.Pnul Sewer SyHam 4t TM Loeatlom CisHd B�low. Aho Lisled an Tha Mcalmum AlluwoDlt Rat�OF Dieehorp�From EuhCOnn�dion. � CONNECTION TO MAX. ALLOWABIE OFIGINAL MAP PNEPARED NOV.14,1967 EXHIBIT WS�A AUTH0171ZED P-OINT OF CONNECTION FAGUTY N0. RATE OF DISCHARGE REVISION oa7E ov oUTXORIZ4TpN M.G.D. wo. x[visiox Amapd�s S�reet a Deiaware Avenue ws-874 o.o2s PART OF AN AGREEMENT BETWEEN THE CITY Annapoes Stree� 9 Cnerokee nvenue ws-864 o.7�z OF ST. PAUT AND THE CITY OF WEST ST. PAUL AUTHORRING THE INTERCONNECTION OF Annopoiis Street & Ottowa Avenue WS-868 O.ozs PUBLIC SEWERS. � Amapoi�s Sireef a Smlrh Avenue WS-866 0.034 �� , Annapolis Sireet & Manomin Avenue WS-859 0.004 �—•--�i'� •-300A LEGEND Annopo�is Siree� 9 Ohio Sireet WS 856 o.UO4 ��2_310 ,1----�� 200-200A SiEney Street 8 Dodd Road WS B38 i.2oB ,-. Mnapplls St.eet d Winslo�+ Avenue WS 840 0.072 l� �`� ��-�� AUTHOPoZED LIMITS OF SERVICE Amapolis Streei 8 Stryker Auenue WS 836 0.21 i �i � �32O � �'�` � • • GTY OF Si PAUL SEWER USED Amapolis St�eet 9 Robert S�roet w5 B22 5.905 �-W5-901 �� BY THE CITY OF WEST ST PAUL � Amapolis Street 9 Ookdolc Avenue wS 827 OAI7 ^ �� .—WS-000 —• FACIUTY CODE NUMBER pnnapoiis Sneet 8 Brorn Avenue w5 Bi9 0.013 - w5-801 120�� MSSD JOINT INTERCEPTOR SEWER AnnaDai�s Sveer 9 Nansas Avenue w5 817 O.OyO �� yS-802 �'�sis i 000 MSSO FApLITY CODE NUMBER AnnaDOlis Shes� 9 Wa�erloo 4venue WS BI7 0.191 \"/- Mi5 5� � � .. ` ,(-WS-803_-°r,,._�'°�"� \ � �� . �� ``L� �110'l10A � N _ ; ; /� WS-B04 �pw^ .,\ f/f � �` � � KS-851-. 1 I � W E �� w5��_ `� ;�oa i� WS-853-�. �.I --WS-805 \� � � 'M5-86�� WS�854 � wss3i, F-ws-eoe , i �• �-ws-e�vvs-832. �-ws eu , i S � —_. ; � �/ �� ws s3a=;,.r� \`�ws-eiz � L='" vu�-e3h "� ws-eo�-�' I+.�:�ws-ai3 /� � �� ! �� WSE3��. r I —nwn ,�nri;;N f � "/ � wS-asa-,.��""��ws�e2k?lws-ezs �"��81�ws-eia � � � � ,,� o r000 z000 a000 2--�" �✓" soo r,00 �000 wo,o�� -'WS�B73' ! �_:.--�� WSA74�; �� ,� •.-WS-836 � WS-826• WS'819 ��5815 1 . . i ,�� WS-863' I � i 1 .. . � ��• 83 W59221 •�W$'827 .--IW$-816 �I � MDIS.-St.Poul Sanitary Districi ��f`�. � ✓� y��g. �� S- �� Sewoge Disposal PIOM �W�857 `-W5824-WS-B2Y `'K'S_r8.�8 .� �Wa-859 . � �' . Piqs Eye . � � Lake � �� "�14 O� 13 18 17 16 �;. � ��j T� son '`` ?P�y�� j � ,/ ` ��. \� � 4 � \ •` P F _ 1� H � ._.. ..�._._ _ . _. _.. _ ... _ ... � _ . . . ... � �� 3 09� .c � ' � I j/ U7� CO �n� �( G��\Y ... � �� T�- ?^-w 23 24 g 19 20 �4 21 22"`�� J �� - . W � � i i ; � 0 � ; z H v� D - - - � � _ .. � ... _I _.. . . t�i ti�. F � ti wJ � i y _ 26 25 � Esr i sr Pau�cirr ueu� • 2� � , 2 /NVEH GROVE NE/6NTS V/CLAGE UMITS �� W � �^ E _ � y �..._.-•,,,_. , _ _ _ � � � � Suntr'sh � SLaked/I . � LakP J J � 35 36 � 31 32 `. 33 h 34 � � � ~ - , y ... � . . � � R 23W -R 22 W � � , � �XHIBIT WS-B SASZS FOR ESTIMATING VOLUME OF 5EWAGE � The City of West St. Paul', co.nnects to the City of St. Paul sewer system : � at 14 autho�ized pqints, tabulated and shown on E�hibxt WS-A. Three points, Annapolis 5t, and �elaware Ave. , Sidney St. and Dodd Rd. , and Annapolis St. and So. Robert 5t. require the installation of ineasuring and recording devices. These devices shall b� designed to meet the existing conditioMS at each location I and to accurately recoxd the ma�imum allowable rate of discharge at that point. Approval of the metering location as well as of the fi.nal plans a.nd specifications 1 #or the ins�allation shall be secured frqm the City Engineer, City of St. Paul, prior to cQnstruction. The meters are, as a part of this contract� to be in service on or befpre December 31, 1970. The measuring a.nd recording device presently � ins�alled in the pumpir�g station at Em.erson Ave. East of Oakdale Ave. shall be certified for accuracy and placed in service on or before De�em.ber 31� 1970. , The Gity of West St. Paul, i.n lieu of ineasuring the voluxne of sewage from tl�e other 11 points of con.nection shall submit to the City of St. Paul all i.nformation necessary to ascertain the tqtal .number of individual connection to � the sewer system that are .t�ot tributary to a meter. The total number of u.n- metered individual eonnectio.ns shall be multiplied by 400 gallons per connection per day. The amount so estimated sha11 be added to the measured volume of � sewage to determine the total adjusted dry weather volume of sewage contributed by the City of West St. Pau�. � At an}r time that the City or the suburb indicates that, in their opinion, the above described method for es�iznating the volume of sewage from unmetered areas no longer approximates, with reasonable accuracy, the true a.nd coxrect � usage made of the system, then a temporary xrxeasuring device of a type agxeeable to both parti�s shall be installed and periodic measurements taken. These measurements would ther� form the basis for estimating the vo�uzne of sewage � tributary to that con.nection. All cost� involved in this operation shall be directly chargeable to the suburb in accordance with Sectiqn 5, Subgectio.n 10 of this agrEement� � � � � � � � � ,� SCHEDULE WS-1 � TREND FACTORS I930 to 1964 �, Sewage Treatment Plant Sewer Construction � • Trend Factor Trend Factor Year Index ' December 3I, 1964 Index December 3I, 1964 ,r 1930 31 . 0 3. 681 33. 3 3. 634 � j 1931 29. 4 3. 881 31. 9 3. 793 � 1932 28. T 4. 060 30. 6 3. 954 I933 28. 6 3. 990 30. 0 4. 033 1934 31 . 6 3. 611 32. 8 3. 689 ,� ' 1935 31. 5 3. 622 31. 5 3. 84I ' 1936 34. 9 3. 269 36. 4 3. 324 � 1937 40. 1 2. 845 40. 5 2. 988 Z 938 38. 4 2. 971 40. 0 3. 025 I939 38. 7 2. 948 40. I 3. 01? � 3.940 39. 1 2. 918 40. 4 2. 995 1941 39. 7 2. 874 41. 0 2. 951 �� 1942 40. 3 2. 831 43. 3 2. 794 1943 40. 1 2. 845 43. 2 2. 801 `" 1944 40. 7 2. 803 43. 8 2. 763 � 1945 41. 5 2. 749 45. 0 2. 689 L" ' 1946 45. 7 2. 49 7 50. 4 ' 2. 401 � 1947 55. 6 2. 052 60. 5 2. 000 , 1948 65. 1 1 . 753 68. 7 1. 761 `�' 1949 65. 1 1 . 753 ?0. 1 1. 726 r� i 950 69. 2 I . 649 73. 4 1. 649 ' `' 1951 74. 7 1 . 527 79. 3 1. 526 � 1952 76. 2 1. 497 80. 1 1. 511 1953 81. 6 1 . 398 86. ? 1. 396 `� . 1954 84. 6 1 . 349 89. 3 1. 355 �� 1955 88. 9 1 . 283 93. 5 1. 294 � � 1956 9�. 3 1 . 210 103. 5 1. 169 f� I957 99. 8 1 . 143 104. b 1. 157 1958 104. 5 1 . 092 111. 3 1. 08? 1959 107. ? 1 . 059 117. 0 I. 034 1960 108. 8 1 . 049 1 �.7. 8 1. 027 `� 1961 109. 9 1 . 038 119. 6 1. 012 ...� 1962 110. 1 1 . 036 120. 0 I. 008 1963 111. 7 1 . 021 120. 5 - I. 004 � 1964 113. 6 1 . 004 120. 5 I. 004 Jan. 1965 114. 1�� 1 . 000 121. 0� I. 000 � �� CCost Indexes in effect January, 1965 used as basis of Dec. 31, 1964 trend factors. j Note: Trend factors based on U. S. Public Health Sexvice Division of Water Supply and Pollution Control Cost Indexes for Minneapolis. , ', ' � "� SCHEDULE WS-2 � TREND FACTORS Prior 1903 to 1930 , ;,� Trend Factor Adjusted Trend ' ENR to 1930 Factor to Def.ember 31, Year Index Average ` 1964`b� �� Prior 1903 87��'� 2. 333 8. 478 1903 94 , 2. 160 7. 849 j� �.904 87 . 2. 333 $. 478 ],905 . 91 2. 231 ' 8. I07 ' 1906 95 2. 137 7. 766 �� 1907 101 2. 010 7. 304 1908 97 2. 093 7. 606 1909 91 2. 231 8. 107 ',� 1910 96 2. 115 7. 686 1911 93 2. 183 7. 933 R� 1912 91 2. 231 8. I07 1913 100 2. 030 7. 377 1914 89 2. 281 8. 289 ,� 1915 93 2. 183 7. 933 1916 I30 1 . 562 5. 676 1917 181 1 . 122 4. 077 ':` 1918 189 1. 074 3. 903 1919 198 1. 025 3. 725 '-•� 1920 251 . 809 2. 940 i 1921 202 1, 005 3. 652 1922 174 1 . 167 4. 241 !� 1923 214 . 949 3. 449 1924 215 , . 944 3. 430 1925 � 207 . 981 3. 565 '� 1926 208 . 976 3. 547 1927 206 . 985 3. 579 ''� 1928 207 . 981 3. 565 ,_ 1929 207 . 981 3. 565 . 1930 203 1 . 000 3. 634 � (a) Lowest Index Used for Construction Prio r to 1903 (1904 Index). (b) 3, 634 Times Trend Factors Shown to 1930 Average. � • Note: Trend factors based on national average Engineering News-Record Constxuction Cost Indexes. Adjusted from 1930 average to December 31, �� 1964, based on U. S. Public Health Service Sewer Construction Index for Mir�neapolis, Schedule WS-1. �� . � � � SCHEDULE jNS-3 � WEIGHTED AVERAGE TREND FACTOR ' � Basis of Trend Factor Weighting for Minxieapolis-Saint Paul Sanitary District Facilitfes ' � • Treatment Plant Joint Intcrceptor , C;qntract Percent Contract Percent Year Cost�a� of Total Cost �a� of Total � �- ;; ,, ,� % $ �� 1934 - - 2, 406, 746. 70 :J. 07 1935 216b, 836. 89 7. 34 2, 181,426. 53 36. 32 ' � 1A36 1, 8�9, 739. 92 50. 35 1, 155, 958. 30 19. 24 � 1937 1, 406, 108. ?6 38. 69 143, 171 . 67 2. 38 1.938 131, �86. 80 3. 62 119, 476. 82 1. 99 1 Total 3, 6349 372. 37 100. 00 6, 006, 780. 02 100. 00 ' � Treatiment Plant Weighted Average Trend Factors Wei hted Llvera e Trend Factor�d� ' USPHS " Percent To 1951 To 195 o ecem er r; : "� �'ear IndEx�b� of� Base Base 1964 Base , e 1935 31. 5 ?. 34 . 174 . 178 . 266 �.936 3�. 9 50. 35 1 . 077 1 . 099 1. 646 � 1�337 �40. 1 38. 69 . 721 . ?35 1. 101 ' " 1938 38. 4 3. 62 . 070 . 072 . 107 ' 100. 00 2. 042 2. 084 3. 120 ' �� 19 51 ?4. 7 ' i 1952 76. 2 � : � Jan. 1965 114. 1 �.. Joint I�terceptor Weighted Average Trend Factor Weighted Average Trend Factor�d� _ � USPHS Percent To 1951 To 1952 To December 31, 4� Year I�ndex�� of� • Base Base 1964 Base 1 � 1934 32. 8 40�07 . 969 • 979 1. 478 ``' 1935 31. 5 36. 32 . 914 . 924 1. 395 � 193E 36. 4 19. 24 , 419 . 423 . 640 I937 40. 5 2. 38 . 047 . 047 . 071 `�' 1938 40. 0 1. 99 . 039 . 040 . 060 100. 00 2. 388 2. 413 3. 644 � 1951 79. 3 1952 80. 1 ' �� Jan. ly b 5 121 . 0 w- (a) BasEd on Public Examiner's Report of Dccember 9, 1940. (b) Based on Sewage Treatment Plant Zndexes, Schedule WS-1. � (c) Based on Sewer Construction Indexes, Schedule WS-1. W (d) Base year index divided by annual index, times percent of total. , � , � ..., I , ,, '� I � '� SCHEDULE WS_3a � CONDITION PERCENT - MSSD SEWAGE TREATMENT PLANT , '1 (To December 31, 1964) (1) ; t . Year Condition � �� Co '�pleted Percent (2� ; T�338 33. 75 ' r' t' 39 3fi. 25 , � ,;` 40 38. 75 , � �' '19�1 41. 25 - 42 43. 75 � 43 46. 25 il r� 44 48. 75 -• 45 51. 25 � 194E 53. 75 . � �7 56. 25 � 48 58. 75 49 61. 25 `�' 50 63. 75 r� 1951 66. 25 `�' 52 68. ?5 ,' 53 71. 25 54 73. 75 `J 55 76. 25 „� • 19�6 78. 75 `�' S7 • 81. 25 �-� 58 $3. 75 �.,. 59 86. 25 �0 88. 75 r� _ 19�i 91. 25 • - 62 93. 75 !'� � U3 � 76. LS � . � . - . �� 64 98. 75 , � (1) Assu:ning facilities used from July lst of the year completed. `' (2) Represents percent remaining undepreciated. � ;N '' . . . , � � ` . ..J . _ . .. . ' . . � � SCHEDULE WS-3b � CONDITIO�T PER CENT - SEWER LINES (I) '�'i (To Aecember 31, 1964) �u Year Condition Year Condition Year Condition �ornpleted Percexit (2) Co:�mpleted Percent (2) Completed Percent (2) � , T 18£i5 0. 626 1921 45. 625 1951 83. 125 � 22 46. 875 52 84. 375 ' 4� 188E� 1. 875'� 23 48. 125 53 85. 625 �; �'? 3. 125 ' 24 49. 375 54 86. 875 ' 88 4. 375 � 25 50. G25 55 88. 125 : ;.� 89 5. 625 .y ' � 90 G. 87a:'� 192�� 51. 875 1956 89. 37�� ; `` 27 53. 125 57 90. 625 : � . . I g91 8. !2:5 28 54. 375 58 91. 875 ^ �2 q. 375 29 55. 625 59 93. 125 � ,` 93 10. i��`> 30 56. 875 60 94. 375 Q4 1I. �S'�i5 ` 95 3.3, 1�5 �9:�1 58. �.25 1961 95. 625 '� 3'L 59. 375 62 96. 875 •- 389E 14. 375 33 .h0. 625 63 98. 125 97 15. �25 34 61 . 875 64 99. 375 ' 98 16. 87 5 � 3S 63. 125 � 99 18. 125 ,1900 19. 375 1936 E�4. 375 �� ; 37 65. 625 • 190I 20. 625+ 38 66. 875 2 21 , 875 39 68. 125 � 3 23. ].25 40 69. 375 -- 4 24.. 375 5 25, 625 1941 70. 625 � 42 71 . 875 1906 26. 875 43 ?3. 125 • 7 28� 125 44� 74. 375 � 8 29. 375 45 75. 625 �- 9 30. E�25 i 0 3A� 875 1946 76. 875 '� 47 78. 125 "�" 1911 33. 125 48 79. 375 12 34. 375 49 80. 625 �� 13 35. f�25 50 81 . 875 ``'' 1� 36. 875 15 38. 125 r'� 1916 39. 375 (1) Assuxning facilities used from July lst of the year � 17 40. 625 completed. N� 18 41 . 875 �-- 1Q 43. 125 (2) Represents percent remaining undepreciated. 20 44. 375 ' � ` . i � � . SCHEDULE WS-3c I � FLOW VARIATION FACTORS FOR VARIOUS SEWAGE FLOW VALUES � � Flow Average Annuxl ' Variation Sewage Flow Irimits � Factor MGD � 4. 0 '' 0. 00 to 0. 11 ; � 3. 9 0. 12 to 0. 18 3. 8 0. 19 to 0. 23 .. 3. 7 0. 24 to 0. 29 � 3. 6 0. 30 to 0. 39 � � 3. 5 0. 40 to 0. 49 3. 4 0. 50 to 0. 64 ; � 3. 3 0. 65 to 0. 79 3. 2 0. 80 to 0. 99 3. 1 ' 1 . 00 to 1 . 19 ! � 3. 0 1 . 20 to 1 . 49 2. 9 l. . 50 to 1 . 89 2. $ 1. 90 to 2. 29 � 2. 7 2. 30 to 2. 89 2. 6 2. 90 to 3. 49 2, 5 3. 50 to 4. 19 ; � 2. 4 ' 4. 20 to 5. 09 �. �,,, , 5. l 0 t o 6. 39 2. 2 ' 6. 40 to 7. 99 ; ;� 2. 1 8. 00 to 10. 39 2. 0 1 0. 4 0 to 13. 4 9 1. 9 13. 50 to 17. 99 , � 1. 8 18. 00 to 29. 99 1. 7 , over 30. 00 I � � � . � (1) Values taken from Figure 21-8 "Report on the Expansion of Sewage � Works in the Minneapolis-Saint Paul Metropolitan Area" Volume Three, September 1960. ,� � � ' , , PEAK DESIGN RATE (BASED 0 � UM PEAK AVERAGE iE DISCH. OISCH. M6D M60 ' NEST SAINT PAUL , ws-� ws-2 , �S-3 TOTALS 500 5.074 3.221 ' t ' , ' ' ' ' ' , , ' 1 � � SCHEDU' CALCULATION OF WEST SRINT PAUL'S CAP , (SEE SECTION 5, FACILITV DESCRIPTION & LOCATI PRESENT APPROPRIATED % OF TOTAL SUBURB'S CODE OEPRECIATED CAPACITY AVAILABLE CI�PITAL N0. VALUE (3) CAPACITY APPOR?IONMENT ' 100 lT. INT. ALONG CHILD'S ROA 51,004,605 5.074 0,820 $ 8,238 � 100-110A SIPHON BY RESERVE ST. BRID 430,629 5.074 .820 3,531 120 1T. INT, UNOER MOUND'S PAR 852,038 5.074 ,867 7,387 � 200-200A 1T. INT. VIC. KELL066 810,845 5.074 867 7,030 300-300A JT. INT. VIC. TROUT BROOK 1,033,978 5.074 .936 9,678 ' 310-310A 1T. INT. VIC. SPRUCE 1,102,996 5,074 .961 10,800 ' 320 JT. INT. YIC. 11TH TO NABA 272,721 5,074 .959 2,615 TOTALS 55,507,812 E 49,079 � ' (1) FROM SCHEDULE NS-3 (2) FROM SCHEDULE WS-36 � (3) fROM SCHEDUIE WS-4 � ' ' ' , ' , � , 1 � � '� � SCHEDULE WS-6 ESTIMATED PEAK RATE OF DISCHARGE IN 1977 FQR ; DETERMINATION OF RENTAL CHARGE5 ! � (FOR CITY COMBINED SEWERS) � � ' ,. SCHEDULE WS-? � � WEST SAINT �AUL'S APPORTIOIVMENT OF REPRODUCTION COST OF CI�'Y COMBINED SEWERS FOR DETERMINATION � OF RENTAL CHARGES � � � r'� SCHEDULE WS-8 WEST SAINT PAUL'S FINANCING CHARGE, DEPRECIATION , � CHARGE AND TOTAL RENTAL CHARGE FOR USE OF CITY COMBINED SEWERS � ; � The above schedules do not apply ta the City of West Saint Paul. Capacity has been apportioned to West Saint Paul in the City Sewer System to a�comxnodate flows estimated for saturation conditions as shown in ' � "Metropolitan Saint �aul Sanitary Sewerage Report" dated May 1964, ; (Note Paragxaph 2, �age 34, concerning "Riverview District"). � � I � � r � � � . � , � � � � , ' PEAK RATE OF DI; � (BASED ON PRI FACILITY TION PEAK DES16N CODE RATE N0. M6D ' NS-874 ANNAi2 0.026 ■S-864 ANNA2 0•�72 ' �5-862 4 0.796 NS-868 ANNA2 0.426 NS-866 ANNA� 0.034 _ 4 0.460 ' MS-862 '8 1.143 NS-859 AIiNA 0.004 NS-856 ANNA 0.004 ' _ o one NS-855 '8 1.119 MS-838 OODd> >'2�e ' NS-840 ANNA�4 0.012 ■S-838 �� 1 .27"s wS-836 ANNA� 0�211 NS-835 �2 i.a26 ' MS=824 ANNA�B 0.156 ANN�3 0.225 NS-823 ANNA�� 0.017 ' - ANN1�7 5.611 wS-822 �9 5.905 MS-823 ANNI�� 0.017 ws-e2> » o.o» ' ws-es� '0 5.s» IMS-823 ANNI�� 0.013 NS-819 �� 0.013 ' NS=817 MY0112 0.030 ANN�1 0.191 INS-813 13 0.221 ' MS-812 �4 0.234 ■S-806 i4 5.895 wS-805 DB 8.�85 �S-804 14 8.927 ' NS-901 �4 5.074 TOTT4 � ' 1 ' ' � � SCHEDUL SHEET 1 OF 4 CALCULATION OF WEST SAINT PAUL'S APPQ FACILITY DESCRIPTION & LOCATION PRESENT APPROPRIATED % OF SUBURB"S , CODE DEPRECIATED CAPACITY AVAILABLE CAPITAL N0 VALUE MGD (3) CAPACITY APPORTIONMENT � WS-901 WABASHA - COLLEGE TO tOTH S 20 081 5.074 4.945 $ 993 ws-eo� WS-802 WABASHA - IOTH TO KELLOGG >>6,134 6.927 21 .055 24,452 MS-803 KELIOGG - NABASHA TO RV. INT �.260 6.�27 8.276 601 � NS-804 RV. INT - KELLOGG TO SYPHON 3,404 6.927 15.556 530 RV. INT. - SYPHON 387,539 6.927 52.279 202,602 RV. INT. - SYPHON TO OELOS 9.558 6.921 14.833 1 ,148 ' NS-805 INTERCEPTOR - DEIOS TO wlNNli Z�,670 6.tiB5 24.121 6,674 MS-806 INTERCEPTOR - MINNIFRED TO GI 34.822 5 855 39.831 13,870 INTERCEPTOR - GEORGE TO STEVI �4,124 5.917 19.789 2,795 ' WS-807 INTERCEPTOR - STEVENS 13,416 5.917 8.393 1,131 INTERCEPTOR - STATE ST. DIV. 31! 8.393 26 NS-821 STATE ST. - STEVENS TO PAGE 5,303 5.917 15.449 819 STATE ST - PAGE TO ROBERT 1 .51' 5.905 15.418 242 ' MS-822 S.ROBERT - STATE TO ANNAPOLI 5,414 5.905 15.418 835 wS-824 ANNAPOLIS - ROBERT TO LIVIN6 4,354 0.225 1 .372 80 ANNAPOLIS - LIVINGSTON TO GO 4,320 0.225 1 .772 77 � ANNAPOLIS - GORMAN TO HUMBOL 4,449 0 225 2.381 lOfi ANNAPOLIS - HUMBOLDT TO HALL Z•432 0.156 5.342 130 wS-824 ANNAPOLIS - ROBERT TO NUMBOL ■S-823 ANNAPOLIS - ROBERT TO RIVERV 2•182 0.0!7 0.582 16 � ANNAPOLIS - RIYERVIEW TO OAK 3.270 0.017 1 .018 93 NS-825 PAGE - STATE TO OAKDALE 3,579 0.017 0.582 21 PAGE - AT OAKDALE 440 Q.017 0.582 3 � WS-826 OAKOALE - PAGE TO WINONA 8.688 0.011 0 582 51 NS-827 OAKDALE - NINONA TO ANNAPOLI 3.589 0_017 1 .018 37 NS-823 ANNAPOLIS - OAKOALE TO HARVA 3.349 0.009 0.308 10 � ANNAPOLIS - HARVARD TO NOODB 2•956 0.009 0.539 18 MS-806 INTERCEPTOR - GEORGE TO ROBI �3.282 0.234 1 .592 211 WS-811- 813 ROBIE INT. - TO PUMP STA. 32,082 0.234 18.000 5,715 � ROBIE ST. PUMP STATION �3,478 0.234 18.000 4.226 NS-614 ROBIE ST. - PUMP STA. TO KA� 904 0.22' 18.417 166 CGW R/W - ROBIE TO ARTHUR 8.373 0.221 18.417 1,542 � WS-815 CONCORD - ARTHUR TO SIDNEY 459 0.221 3.683 17 CONCORO - SIONEY TO CURTICE �.401 0.221 4.804 115 CONCORO - CURTICE :22 0.221 7.568 122 WS-816 STICKNEY - CONCORD TO WYOMIt 5.450 0.221 2 339 127 � WS-817 NYOMING - STICKNEY TO MATERI 2•481 0.221 13.234 326 WS-811 WYOMIN6 - NATERL00 TO KANSA: � .669 0.030 ' 796 30 � i � ! � , SCHEDULE WS� sHeET 2 OF 4 ChICUTAiION OF WEST SAINT PAUL'S APPI ' FACILITY DESCRIPTION & LOCATION PRESENT APPROPRIA�EO % OF SUBURB°S CODE DEPRfCIATEU CAPACITY AVAILABLE CAPITAL N0. VALUE MGO (3) CAPACITY APPORTIONMENT ' wS-813 ROBIE ST. - KANSAS TO ANDREM S 1.243 O.Q13 0.034 - NS-812 ROBIE ST. - ANDREW TO BRONN 2,572 0.013 0�021 S 1 NS-818 BROwN - ROBIE TO CONCORD 957 0.013 0.067 1 ' BRO�MN - CONCORD TO BAKER 2.070 0.013 0.171 4 NS-818 wS-619 BROwN - BAKER TO PAGE 8,663 0.013 0.102 7 �5-819 BRONN - PA6E TO SIONE� 3,952 0.013 0.138 5 ' BROMN - SIDNEY TO - 3,852 0.013 0_138 5 BRONN - TO CURTICE 1,462 0.0'3 0.263 4 BROMN AT CURTICE 1 ,038 0.013 0.283 3 ' BRONN - CURTICE TO - 2.493 0.013 0.283 7 BRONN - TO BELVIDERE 1.822 0.0'3 0.283 5 BRONN - BELVIDfRE TO MINONA 4,847 0 013 0.283 13 ' BROMN - NINONA TO NYOMIN6 3,810 0.013 0.445 11 BROwN - w110MIN6 TO ANNAPOLI: 1.9.75 0.013 0.178 15 /S-823 ANNAPOLIS - BROwN TO NO�BUF 2,520 0.007 0.419 11 NS-831 ORIFICE REGULATOR A,640 1.426 37.926 1,760 , HUMBOLDT - NINNIFRED TO 6EOi 1.232 1.426 3.723 46 �S-632 6EOR6E - MUMBOLDT TO EASEME! 142 1.426 3.723 5 NS-833 EASMT.-w.ST.PAUL PROPER,BLK. 6.�g9 1.426 3.123 252 ' /S-834 STEVENS - HALL TO STR�KER 7,486 1.426 2.187 163 MS-835 STRYKER - STEVENS TO BAKER �5.2�� 1.426 2.870 408 STRYKER - BAKER TO MORTON 1 .753 0,211 4.804 84 NS-835 ' ■S-836 STR�RER - MORTON TO SIQNEY 2.318 0.211 1..568 175 ■S-836 STRYKER - SIDNEY TO NYOMIN6 4,240 0.211 13.234 561 STRYKER - WYOMIN6 TO ANNAP01 B72 0..211 27.284 183 ' WS-837 BAKER - STRYKER TO - 831 1 .273 2.384 20 NS-83T BAKER - TO DODD RD. 2.817 T.2?3 2.384 87 wS-838 OODD R0. - BAKER TO IIINSLOw 8,198 1 .273 2.384 195 DODD R0. - wINSLOM TO BIDNEI ��.389 1 .208 2.262 290 � , DODD RD. - BIDMELL TO SIDNE' 2.588 1.208 26-281 -680 DODD R0. - SIONEY TO CURTICI �5-839 ■INSLOw - DODD RD. TO PAGE �.>>4 0.072 1.585 27 ' wS-840 NINSLOIN -.PAGE TO BELVIDERE 4,454 0.072 2.466 110 NINSLON - BELVIDERE TO �IN01 1.928 0.072 2.466 48 wINSLOw - NINONA TO �YOMIN6 1.553 0.072 4.311 67 ' NINSLOM - INYOMIN6 TO ANNAPO 2.056 0.072 4.311 89 1 ' ' , ' , SCHEDULE WS� sHeer 3 OF 4 CALCULATION OF WEST SAINT PAUI'S APPI ' FACILITY DESCRIPTION & LOCATION PRESENT APPROPRIATEO 'o OF SUBURB°S CODE DEPRECIATEO CAPACITY AVAILABLE CAPITAL NO.. VALUE MGD �3) CAPACITY APPORTIONMENT ' MS-851 DELOS ST ORIfICE REGUTATOR $ 4,942 1 119 58.586 $ 2,895 DELOS ST. - REG TO HALL pS-852 HALL AYE - OELOS TO ISABEL 7•116 �•��9 1.543 119 wS-853 ISABEL AVE - HALL TO CHARLT� \ ' wS-854 CHARLTON AYE. - ISABEI TO OH 147 � �>>S 8.811 13 WS-855 OH10 - CHARLTON TO CHEROKEE 367 1 119 8.811 32 OHIO - CHEROKEE TO GEORGE � �29' 0 008 0.063 1 , MS-855 wS-856 OHIO - GEORGE TO PAGE 2,506 0.008 0.063 2 MS-856 OHIO - PAGE TO SIONEY 3,868 O.00P G 063 2 ' OHIO - SIDNEV TO NINONA 4,449 0 008 0.274 12 OHIO - NINONA TO WYOMING 2.��3 0.004 0.137 3 OH10 - NYOMING TO ANNAPOLIS � •�66 0.004 0.240 4 wS-857 ANNAPOLIS - OHIO TO MANOMIN - ' ■5-858 MINONA - OHIO TO MANOMIN 3,426 0.004 0..310 11 wS-859 MANOMIN - NINONA TO WYOMING 2,398 0.004 0.310 7 MANOMIN - N�OMING TO ANNAPOL � ,902 0.004 0.494 9 , ■S-851 ANNAPOLIS - MANOMIN-�EST - wS-861 CHEROKEE AVE - OHIO TO ALICE 5.303 1 .143 68.443 3,630 CHEROKEE AVE. - ALICE TO INT � •520 1.'.43 68.443 'I„040 � NS-861 MS-862 CHEROKEE AVE. - INTERCEPTOR 6,018 0.572(81 46.885 2,850 ws-esi MS-862 CHEROKEE AVE. - INTERCEPTOR 17•846 0.572�@i 46.885 8.367 ' WS-862 CHEROKfE AVE - SMITM TO - � ,853 0.)96 4.854 90 CHEROKEE AVE. - TO OTT 2,070 Q.796 6.268 130 wS-862 ' MS-863 CHEROKEE AVE. - OTTAINA TO BO 4,639 0.772 12 861 597 NS-863 CHEROKEE AVE. - BAKER TO MOF 1 .138 0.172 '16.782 191 WS-864 CHEROKEE AVE. - MORTON TO Cl 2,833 0.17� 26_438 749 CHEROKEE AVE. - CURTICE TO Y 3,230 0.772 26.620 860 ' CHEROKEE AVE. - WYOMING TO p 1 •267 0.772 46.228 595 wS-865 SMITH - CHEROKEE TO GEORGE 1 ,824 0 460 6.053 110 SMITH - GEORGE TO BAKER 3.779 0 460 7 667 290 ' wS-866 SMITH - BAKER TO SIDNEY 3,404 0.460 t0.OQ0 340 SM.11H - SIDNEY TO CURTICE 2,488 0:034 0.739 18 SMITH - CURTICE TO WINONA 2,634 0.0�4 1.164 30 ' SMITH - wINONA TO WYOMING 2•��6 0.034 2.036 43 SMITH - NYOMING TO ANNAFOLI: � •625 0.034 4.198 68 ' ' ' ' � � SCHEDULE WS- sHEEt a OF 4 CALCULATION Of wEST SAINT PAUL'S APP( � FACILITII DESCRIPTION & LOCATION PRESENT APPROPRIATED Y OF SUBURB°S CODE DEPRECIATION CAPACITY AVAILABLE CAPITAL N0. VALUE MGD (3) CAPACITY APPORTIONMENT ' NS-867 SIDNEY - SMITH TO OTTANA S 2,377 0.428 14.589 $ 347 NS-868 OTTANA - SIONEY TO BELMONT 2,350 0.428 14.589 343 OTTAWA - BELMONT TO NYOMING 3,468 0.428 25.509 885 OTTAWA - NYOMIN6 TO ANNAPOLI: 1 ,557 0.426 52.593 819 , ws-as2 ■S-811 CHEROKEE PARK INTERCEPTOR 14,361 0.026 2.857 410 MS-873 BAKER - CHIPPENA TO DECAwARE 4,330 0.028 0.433 19 � ■S-874 DELANARE - BAKER TO MORTON 2,742 0.026 0.�65 15 DE UwARE - MORTON TO 111NOMA 9,998 0.026 0.880 89 DELAwARE - wINONA TO ANNAPOLI 4,071 0.028 1.557 63 ' TOTAL APPORfIONMENT 301 361 E . � (1) FROM SCHEDULES wS-1 & WS (2) FROM SCHEDULE NS-36 � (3) FROM SCHEDULE NS-9 (4) NEST ST. PAUL PAID HALF I (5) COST fSTIMNTEO AT S28o20 , (B) NEST ST. PAUL PAID ; 2,1! (7) PERCENTA 6E BASED ON ORIF (8) ONE HAIF OF FLON INTO EAf � � i 1 1 1 ! 1 1 � , � ' SCHEDULE WS-11 � � MINNEAPOLIS-SAINT PAUL SANITARY DISTRI�T SEWAGE TREATMENT PLANT CAPITAL ADDITIONS, 1938-1961 ' , � Value as of December 3I, 1964 . F � _ Trended .� Trended Original � Capital i Trend Original Condition ` Cost Less Year ' Additions�a� �� Factor�b� Cost Percent�� Depreciation ' � , � % � . �,, � ��1 �2� � �3� �4� �5� �6� �' s.. 19�8 � 4, ?25. 60 ?2. 971 14, 040 33. 75 4, ?40 � 1939 3, 199. 81 2. 948 9,430 36. 25 3,420 1940 8, 329. 39 2. 918 24, 310 38. 75 9,420 . � � 1q41 4, 356, 62 + 2. 874 12, 520 41. 25 • 5, 160 1942 3,969. 44 2. 831 11, 240 43. 75 4, 920 ' 1g43 680. 37 ` 2. 845 1, 940 46. 25 900 1 330 2 ?20 48. 75 , � 1944 971. 99 2. 803 , , � 1945 3, 686. 28 2. 749 � 10, 130 51. 25 5, 190 , �. 1946 1,222. 69 , 2, 49? 3, 050 53. 75 1, 640 1947 7, 664. 41 `2.052 15, 730 ' 56. 25 8, 850 1948 (19,446. 36) - (19,450) - (19,450) � 1949 10, 160. 11 1, 753 17, 810 b 1. 25 10, 910 1950 23, 802. 70 1. 649 3 9, 2 5 0 6 3. 7 5 2 5, 0 2 0 � 1951 208, 082. 93 1. 527 317, 740 66. 25 210, 500 1952 14, 051. 56 1. 4�7 21, 040 68. 75 14, 470 1953 18, 792. 72 1. 398 26, 270 71. 25 : 18, 720 � 1954 24, 528. 94 1. 349 33, 090 73. 75 24,400 1955 6, 201. 8�d� 1 . 283 ' • 7, 9b0 76. 25 6, 070 � 1956 128, 193. 22�f� 1. 210 155, 110 78. ?5 122, 150 � 1957 15, 734. 81� � 1. 143 17, 980 81. 25 14, 610 1958 12, 348. 50�f� 1. 092 13,480 83. 75 11,290 � 1959 4, 0??. 17�f� 1. 059 4, 320 86. 25 3, ?30 1960 34, 173. 68�f� 1. 049 35, 850 88. 75 31, 820 1961 34, 872. 82�f� 1. 038 36, 200 91. 25 33, 030 � Total 554, 381. 29 811, 760 552, 840 (a) Based on Sanitary Diatrict records of original cost. ' ��„ � (b) Based on Sewage Treatrnent Plant Trend Factors, 5chedule WS-1. (c) Based on estimated 40 year life of facilitiea with depreciati�n at 2. 50% per year. � (d) Excludes land acquisitions. , � (e) Excludes land acquieitiona and program of research and investigation. (f) Excludea program of research and investigation. . . . . . . � i . . . . . . . . . � � , i � . � �i � 5CHEDULE WS-12 :..c MINNEAPOLIS-SAINT PAUL SANITARY DISTRiCT '� SEWAGE TREATMENT PLANT ,..., DECEMBER 31, 1964 VALUE !� Facilitiea Conetructed � Prior to December 31, 1961 k r �,, Original Constructipn Cost of Sewage Treatment Plant 1935 to°;,193$ • $ 4, 044, 3I5 �,� Obsolescence and R';�tirements to December 31, 1964 � 666, 378 K �'��Construction Cost L sa Obsolescence and Retlrgments $ 3, 377, 937 h Weighted Trend Fac r to December 31, 1964��'� 3. 120 � �'�'rended Original Co�t $ 10, 539, I b0 � �(Condition Percent�b� 33. 75% �'�I'rended Original Cqst Less Depreciation of Original � 1935-1938 Conlstruction - $ 3, 556, 970 "' Federal Grant Credit on Original 1935-1938 �; ,� Construction at 27. 5%�� 978, 170 � ;�' December 31, 1964 Value of Origina��onatruction $ 2� 578, 800 � ' Value of 1938-1961 Capital Ad itions $ 552, 840 �' Land Acquiaitione 1938-1961�e� $ 246, 220 � Program of Research and Investigation � (to December 31, 1961)�e� $ 502, 660 Tota1 December 31, 1964 Value of Minneapolis-Saint Paul 5anitary District Sewage Treatment Plant, : for Construction prior to December 31, 1961 $ 3,880, 520 Suburb's Capital Apportionment 1. ?1q MGD�� e $3, 880, 520 = $ 30,.599 218. � MGD (a) Based on Sewage Treatment Plant weighted Trend . - Factor, Schedule WS-3. (b) Based on estianated 40 year life of facilities with depreciation at 2. 50 percent per year, from 1938 to December 31, 1964 from Schedule WS-3a. �c) 27. 5% Based on: Total 1934-1938 Conetruction Coate $10, ?14, 350 + Total Federal Grar�ts 2,942, 568 Federal Grants expreseed as percent of total 1934-1938 conetruction coats 27. 5°fo (d) Based on Sch�dule WS-11. (ej Original Coat. � . (f) Schedule WS•13. . , .. . ' , SCHEDULE WS-13 BASIS FOR DETERMINING SUBURB'S SEWAGE 1REATMENT PLANT GAPACITV REQUIREMENTS , (For purpose of this a�reement use the val�es Estimated for 1910 as giver� in �l�etropolitan Saint Pa�I.Sanitary Seweiage Report" uatEU May 8, 1964). ' DFSTRICI SEWEREQ DOMlSTIC COM`L. & IND. INFILTRATION TOTAL POPULATION SEWAGE 1NASTE MGO Y6D MGD MGp � WS-1 2,500 0.150 0.021 O.Ob6 0 217 MIS-2 3,600 216 .018 .062 .296 ' wS-3 12,500 .750 .208 .248 1.206 1 TOTALS 18,600 1.116 .241 0.356 1 .719 1 ! � t t i 1 1 � 1 1 1 � .� SCHEDULE WS-14 � BA$IS FOR DETERMINING SUBURB'S CAPITAL APPORTIONMENT IN NEW M. S. 5. D. SEWAGE TREATMENT PLANT � � (9ee Section 5, Subdivision 5 of A,greernent)> �� At the time pf this agreement the new M. S. S. D. sevuage treatment is 4 under construction, and only partially completed and in partial operation. The actual costs o� this plant cannot be known until the work is finished. r� ` On April 25, ;`1966 the Board of Trustees of the M. S. S. D. by Resolution No. 1124 adopted a revised estimate of total cost of $27, 150, 000. 00. This �� estimate repres�•nts net cost after deducting anticipated Federal grant money. ; Suburb's �apital apportionment shall be based on this estimate. Adjust - r� mer.ts with appx�priate additions or credits to Suburb shall be made when final costs are audi,ted. `�� Suburb's Capital Apportionment - New MSSD Sewage Treatment Plant r. 1, 719 MGD� � �27, 150, 000 = $214, 0$6 � 218. 0 MGD � :� � � r�� $chedule WS-13. � ;,,,_� - £ � , � SCHEDULE WS-15 CREDIT FOR CAPITAL PAYMENTS � U249R 0310R 0930 TOTAL SENER MTNCE. SEWER RENTAL INCR. S R. � 1963 - 3RD QUARTER 514,118.21 S 8,598.40 E 5,731.92 E 28,447.53 4TH QUARTER 2,226.47 8,958.44 5,870.98 17.153.87 � 1964 - 1ST �UARTER 838.90 8,855.87 5,903.91 15,598.88 � 2N0 QUARTER 101,87 8.759.69 5,839.19 14,701 35 3RD QUARTER 29,606.26 8,069.87 6,048.45 44.722 3e � 4TH QUARTER 1 ,389.53 9,343.19 6,228.79 16 961 .51 1969 - 1ST �UARTER 2,72t.42 9,189.61 6,126.45 18,037.P4 , �NO �UARTER 92.07 9,088.52 6.065.68 15.256.27 � TOTALS 551,095.73 $71,969.45 547,913.95 E110,879.13 � CREDIT - 2/3 OF 0249R = $34,063.82 ALL OF 0930R = 47,913.95 � $81,977.�7 ' � � � � , � � ' � � SCNEDULE WS-16 CREDIT FOR DIRECT CASH CONTRIBUTIONS TOWARD CONSTRUCTION OF 101NT1Y USED FACILITIES � FACIIITY YEAR CONST. PAID BY TREND REPRO. CONDITION PRESENT CODE N0. BUILT COST W.ST.P. FACTOR COS7 PER CENT VALUE , wS-823 1915 52,001 $1,001 7.933 $7,941 38.125 53,028 MS-823 1921 3,784 1,892 3.652 6,910 45.925 3,153 � WS-823 1960 4,638 2,190 1.027 2;249 94.375 2,123 , TOTAL CRE01T DUE TO WEST SAINT PAUL fOR DIRECT CASH CONTRIBUTION$ $8,304 � , � � � , , � � � ' i 1 ' � ' � � . SCHEDULE WS-17 ' � , � SUMMARY OF TOTAL CAPITAL APPORTIONMENTS '�' � AND CREDITS . � i � ; � Capital Apportionr�rents - (Section 5 of Agreement) Title Ref. Sche dule Amount '' �j MSSD Interceptor (Subd. 2) WS-5 $ 49, 079 Jointly Used City Sewers (Subd. 3) WS-10 301, 3b1 �, � Existing MSSD Sewage Treatment Works (Subd. 4) WS-12 30, 599 New MSSD Sewage '', � Treatment Plant (Subd. 5) WS-14 214, 086 Total Apportionment $ 595, 125 � . Capital Gredits - (5ection 9 of Agrement) ' � Capital Cost Pa ments WS-15 81 ?8 Y $ , 9 Direct Cash Contributions WS-16 8, 304 , � Total � Credit � qp, 2g2 � Net Capital Apportionment $ 504, 843 � (Quarterly payments if paid in 120 equal installments - $ 6, 815 See Subd. 2, Section 5) � � , � � ;� �