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238095 � • 2��:� ORIGINAL TO CITY CLERK CITY OF ST. PAUL COUNCIL N�,. OFFICE OF THE CITY CLERK FILE NC L RES TI N-GENERAL FORM PRESENTED BY COMMISSIONE DATF RESOLVED, By the Council of the Gity of Saint Paul, that pursuant to the provisions of Ordinance No. 13840, approved February 27 , 1968, the proper City officers are hereby authorized and directed to execute, on behalf of said City, an agreement between the Gity of Saint Paul and the Village of Little Canada authorizing the interconnection of public sewers, a copy of such agreement being attached hereto and incorporated herein b� reference; be it FURTHER RESOLVED, That such execution by the proper City officers as provided aforesaid shall be subject to the requirements of the provisions of Section 18 of said agreement. FOR APP��VED , -, .� �►ssti Corporation Counsel� APR 1 � 1�6� COUNCILMEN Adopted by the Counci� 19.— Yeas Nays �p� � �, �� Carlson Dalglish Approved 19—._ Holland " Tn Favor �� Meredith �' RlMayor r U pgainat Tedesco EE�:: : ,.�.��Ee"�E: �� 7�v �Mr.V� Presid�at�(PeaE�rsen) PdBLIS�IEI� �� O DUPLICATE TO PRINTER °J ial �.r,� CITY OF ST. PAUL FIOENCIL NQ. �L°�'� -"�� OFFICE OF THE CITY CLERK COUNCIL RESOLUTION—GENERAL FORM PRESENTED BY COM M ISSIONER DATF RESOLV�L�, By the Cauncil of the �ity of Saint Paul � that pursuant to t�e priaviaions of Ordinance No. 1�84C?, approved February 27', 1966i t�.e proper City officers are hereby �ut�orized and directed to execute, on behal�i o� �aid C�.ty, an agreement between the City of Sai�.t Pa�Lal an�t the i�rill�ge o� Li�tle Canac�a authori.zing the interconnection o�' public sewers, a e�r�y af �ueh agreement being attaehed hereto and incorporated herein:by reference; Ue it FURT�-IER Rk�SOLV�D, T3�at suah exeoution �,y the proper Ci1;y o�iicers as �arovided aforesa3d shall be sub,�oet t'o the require�ents of th� �rovisions o� Section 18 of sa�id a�reem�nt. �'�i�,l'�!i�, : .. ,�¢�� COUNCILMEN Adopted by the Council 19— Yeas Nays �r ��-; �. :� Carlson ,,;I`� � Dalglish Approved 19�_ Holland Tn Favor Meredith ^ po+ Y �� Mayor A gainst Tedesco ��'.P�e��c�erl�','By�rrre'�.,,.`,::�r Ivar �✓"i , �_. �r_. ;�'ciers�ri) �Q �� J � •. � �. ` ' AGREEMENT � �...� THIS AGREEMENT, made and entered into as of the 15th � day of g ril __, 1965, by and between the City of Saint Paul, a ,...a � � , municipal corporation in the County of Ramsey, State of Minnesota, hereinafter � � �- � Villa e of for convenience of reference designated as the City, and the g �. ittle Canada , a municipal corporation in the County of Rarnsey ,.. L �; , State of Minnesota, which for purposes of convenience of reference will hereinafter be designated as the Suburb, � WITNESSETH: � � SECTION 1. PURPOSE. ; The City of Saint Paul and the Village of Little Canada � . � ' „ have heretofore entered into an agreement (agreements) reflected by concurring � ordinances 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 I a reement shall supersede all prior agreements between the parties except as g � herein otherwise provided. It is the further intention of the parties hereto that the permission and authority heretofore granted by the City to the Suburb to � construct and thereafter operate and maintain a suitable connection or connec- , tiona to the sewer system of the City, which connection or connections must be made in accordance with conventional engineering atandards approved as to , construction, location and elevation by the Commissioner of Public Works of 1 the City of Saint Paul, is hereby continued under and pursuant to the provisions of thie agreement subject to all the terms and conditions hereinafter expreased. � � -1- 4� , ' SECT30N 2, DEF`INITION OF TERMSo � 1 a "Adjusted dry weather volu�ne" of sewage contrib�xted by the suburb means the total aneasured volurne of �e�vage recorded by the sewage �neters (or � otherwise estimated where sewage €lows ax°e not gnetered) adjusted to reflect � Minneapolis-Saint Paul Sanitar�y Distr��t apportionment practice as px°ovided in Stxb3isrision 2 of Sec�aon '7 of this 1�greexnent, Where the adju�ted dry weather � volumes vary by five perce�� (.5%) or less from the actual meas�ured volu�nes � recorded by the xneters, the voluanes recorded by the meters sh�.11 be used in lieu of the adjusted dr�r weather volu�nese � 20 "Chief E�gine�x�" ef �kie C�.�� nne�.�s the Chief E�-agineer of the � Departmemt of P�xb�i�c Wox°ks of �1-�e City of Saint Paulo 3e "City convey�.nce sewer ��rste�n" i� defined for purposes of this � agreement to be all �ewex°� in the Cit�r p�zblic sewer systeam 36 inches or larger � in diameter (or havi?�g capacit�r e�axafl or gx°eater than a 36- i.nch diagneter sewer when on the saxne slope if the section is other than circ�u.lar) except that only those , sa�ndx°ock tunnel sewers h�.�r�n dg�nea��xons reater than 2 feet 6 �nches wide �.nd g g � 6 feet 0 anche� hbgh shall be �o�n�idered as part of �he conveyance sewer system. 4, o'C�t�r" anea�ns ��a� Cit�y of Saint Paul, M�n�ne�ot�., � 5, "Co�nbi:�ed Sewex°" aneaa�s �. �ewex° receivang both surface runoff and ( sewage, 6. "Constructio?� Cost Index" shall be the U. 5. Public Health Service � ewa e Treatment Plant I�ade� com iled fox° the Mixanea olis area when used in S g p p � � i �2� � 1 conmection with sevvage treatmenk plam� costs and shall be the U. S. Public � Health Service Sewer Co��tructiom Cost I�adex coanpiled for the Minneapolis � area when u�ed i�n connect�on w��r� sewerage facil�tie5 cons�tructed after I930. For sewerage facalities constructed prior� to 1930, the Engineering News Record � Construction Cost Inde� shall be eanployed to calcazlate costs at a 1930 level and � the U, S, P��zblic He�.lth Servi�e ITM�dex shall be usezi to update the 1430 costs to � c�xrrent level�a 7, "Depx°e�iation" shall be �omputed on a straight-lia�e basis with no � allowa��ce for �alv�.ge �al�xe am�d a �ox°ty yeax° life for �ewage treat$nent works and an eighty year life fox° sewex°s, '�'�4e depreciation r�.te i5 two and five-tenths pex°cent � 2. 5 o er ear for sewa e treaxme�s� works �.nd one and twenty-five one- � %) P Y g 1 hundredths percent (1 � 25°jo) per year .£or sewers. 8. "Existing M. S. S. D. Sewage Treatment Works" meana the treatment � . facilities of the M. S. S. D, con�tructed or acquired durf�ag the period November 1, , 1933, �o December 31, 1961 . � 9. "JoAa��y-�used City Sewer Syetem" or "..�oi�tly-used System" means all of the sewex°� �.nd app�rtenances which are a part of the publb� sewer system ' of the City of SaY�t Pa�xl and wh�ch receive or co�-vey sewage from the public ' sanitary sewer ;�ste:nn of the S�xburb. 10, "Maxi�n-um alloyvable ra�e of discharge" is the xnaximum instantane- ' ous rate of flow that t�ie Subux°b ana� di�charge into the Cxty �ystesn at a specafied � point of connection, , ¢3� � ' � 11. "Ma 5o Se D, interceptor sewer" means the existing interceptor sewer of the M. So So Da which runs through the City from the City of Minneapolis, ' Minnesota, to the M, S, S> D, sewage treatment works. ' 12. "Mo 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. 1 13. "New M, Sa So Do Sewage Treatment Works" means the treatment facilities of the M. S. S. D. constructed or to be constructed after December 31, � 19610 ' 14, "Origin�l cost" of a facility is the total contract cost plus direct expenditures for engineering, inspection, legal and administrative work directly � connected thereto, less any aanounts paid with money received as a direct grant � from the United States Government. Where the contract costs are a part of the historical record but the engineering, inspection, legal and administrative costs ' are not so 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 discharge" is the rate of flow through a given , facility under inst�.ntaneoaxs peak flow conditions when the contributing areas ' ax°e developed as assumed in the design criteria. Unless otherwise indicated ' in this agreement, design rates of discharge shall be based upon estimated condition of full development or probable saturation development. t16. "Present depreciated value" of a facility is the reproduction cost , of that facility as defined in this section, less an allowance for depreciation based on the age of the facilityo ' , -4- � � � � , � �� o t" of a facilit is the total estimated cost 17. Reproduction c s y � of reproducing the facility at the level of prices prevailing at the time of W purchase or appropriation, including engineering, inspection, legal and ' � administrative cost directly connected thereto. Where the original cost of , � a facility or the contract cost of a facility are available as a matter of histor- W ical record, reproduction cost shall be calculated by trending the original �� to current rice levels throu h the uae of an appropriate Construction �,,, c o s t p g � Cost Index. Where the original cost of a facility is not available as a part • l . � of historical record (the facility having been part of a lump sum contract � ia:� containing other facilities not applicable hereto) the reproduction cost shall � be estimated directly using methods conforming to current engineering � r practice. For this initial agreement, reproduction cost shall be based on � .- price levels prevailing on December 31, 1964, and for any subsequent � appropriation of capacity obtained through supplemental agreement as herein- � aftex provided for, reproduction cost ahall be based on price levels prevail- � .. • ing at the time of said supplemental agreement. „ � 18. "Sanitary Sewer" means a sewer which carries sewage and ~ ._.� • � to which storm, surface and ground waters are not intentionally admitted. � � - 19. "Suburb" means the Village of Little Canada: '� 20. "The total annual dry weather volume ot sewage from the City 4_: and ita connected suburbs" is the cai� + �ted or theoretical volume used by � '-' the M.S. S. D. in apportioning M.S. S. D. expenaes betw�en the Cities of '� Minneapolis and Saint Paul. In determining this volume, it is the present � � . , ;�. -5- � � � � practice of the M, Se S. De to average the daily measured sewage flow from , the City and all of its connected suburbs on dry weather days on which no meter � difficulties are experienced and which are otherwise determined by the M, Sa S. D, to be x°epresentative days and multiplying this average by the ` number of days in the year, � SECTION 3o GENERAL CONDITIONS. � 1 a In consideration of the covenants and agreements herein set forth, the City hex°eby grants to the Suburb permission and a�xthority to construct � and thereafter maintain aa�d operate certain connections, as hereinafter spec- � ified, joinimg the public sanitary sewer system of the Suburb with the public sewer system of the City, subject to all of the terms and conditions of this ' agreeanent as hereinaf'ter expressedo 1 2o The sewer system of the Suburb to be connected to the sewer system of the City shall be constructed and maintained as a sanitary sewer � system and Shall convey only sanitary sewage consisting of water-borne � wastes from residences, institutions, and industrial and commercial estab- lishments o The Suburb shall, by the adoption and employment of suitable � methods, effect acceptable standards to exclude rain water from roofs, � yards, lawa�s9 f�undation drainsy parking lots, streets and alleys from its sanitary sewers and to exclude cooling, refrigeration and air conditioning � water or other unfouled waste water from its sanitary sewers and shall , effect minimum acceptable standards as to the amount of infiltration of surface and ground waters entering its sanitary sewers. i ! -6- , ' � 3. The 5uburb shall b the ado tion and employment of suitable . � Y P � methods, effectively prohibit from its public sanitary aewer sysYem waetes . . which may directly or indirectly impair the structural durability of the sew�er � s stem or its h draulic functioning and wastes which may have a deleterious ., Y y � • effect on the sewage treatment plant structures or processes, and wastes , whose pollutional effect is not mitigated by ordinary sewage treatment plant ` � rocesses and whose resence in the receiving strea;n would violate state � P P � � or interstate standards of water quality and wastes whose presence in the .� sewers could create a hazard to public health and safety. In determining the � uburb's res onsibilit under this subdivision, the Suburb shall be subject to S P Y � the same requirements that the City now or in the future may impose on the users of the City system, and the 5uburb shall be further subject to any such � standards or x�gulations as may be imposed upon the City and its users by the . � M. S. S. D. . 4. The 5uburb shall not allow any extension of its sanitary sewer system � or any extension of sanitary sewers connected to its system beyond the authorized 1 limits of service desigr.ated and described on Exhibit LC-A „�,hich is attached to and is hereby �nade part of this agreement. The Suburb may allow sanitary sewer � systems outside its corporate li�nits to be interconnected and drained through its � system provided tr.at all areas served by such systern are wholly within the 4 P � � authorized limits specified on the above described Exhibit LC-A and further � ' provided that said systems and areas shall be fully s�bject to all of the provisions, , terms and conditions of this agreement which are hereby made applicable thereto, with the same intent, purpose and effect as if said areas were situated ' � :� within the corporate limits of the Suburb. � 1 � .7` � �' � � 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 City. Said connection point(s) is (are) designated and de�scribed on the � aforementioned Exhibit LC-A . The maximum allowable rate of discharge � from the Suburb's sanitary sewer system into the City's system at each of `' the designated connection points is also specified on the aforementioned � Exhibit LC-A The Suburb shall not at any time allow sewage or � � other liquid to be discharged into the City's syatem at rates in excesa of the ►�: . maximum allowable rate of discharge. � � 6. The avthorized limits of aervice, the 'designated place(s) of con- ; � � � nection, and the maximum allowable rates of diecharge as set forth in the �..� . aforementioned Exhibit LC-A constitute an essential part of the funda- � mental basis of this agreement and its provisions for charges and payments. � These limitations shall not be exceeded and no change shall be made therein ' i `. except as such change be set forth in a supplemental agreement executed � � ! by the City and the Suburb. Such supplemental agreement shall have � attached and incorporated therein properly revised versions of each M � , ti exhibit or schedule which is a part of this agreement and such revisions 1 shall properly show the basis and amount of change in charges including � then applicable interest rates payable by the Suburb. All revisions in exhibits or schedules shall be prepared in such manner as to clearly shodv � � ' the original amounta, the revised amounts, the authority for the revisions, � and the date thereof. Any revised charges shall be based upon the same ; formulas ae used in this agreement. : � ' � .!� -8- � i � . . � � 7, The Chief Engineer of the City, or any employee authorized by � the Chief Engineer of the City upon reasonable notice first given to the Suburb, shall be permitted, at the expense of the City, to inspect the con- 1 struction, as well as the operation, of the sewer s stem in the Suburb at Y ' any time to see that the same is being constructed and operated according 1 to plans and specification� and operated in compliance with acceptable municipal practice and that the agreernent herein contained is being complied , with insofar as it is reasonably necessary to protect the City. The Suburb, � upon reasonable notice first given to the City, shall be permitted, at the expense of the Suburb, to inspect the construction, condition and operation � of any sewer within the City used by the Suburb at any time to see that the Isame has been constructed and operated according to plans and specifications and operated in compliance with acceptable municipal practice and that the iagreement herein contained is being complied with insofar as is reasonably , necessary to protect Suburb. 8e During the construction of sewers within the Suburb special care ' shall be exercised not to allow any gravel, sand, dirt or any other heavy , material to be washed or carried into the sewers of the City, and no grit, dirt or heavy substance of any kind shall be permitted by the Suburb to be ! dumped into its sewers. When expense is incurred in cleaning the sewers � of the City due to any such substance being carried into them from Suburb sewers, such expense shall be paid for by the 5uburb. � � � -9- ' 1 90 Before any extension of its sanitary sewer system is commenced, , the Suburb shall submit plans and specifications therefor to the City for its information. The Suburb shall have the right to extend and connect addi - � tional sanitary sewers provided such sewers are within the authorized limits � of service. Suburb must also subrnit to the City on or before January 31 of each year, a statement of the total number of connections to the Suburb's � sanitary sewer systexn e.xisting as of January 1 of each year, together with � such supporting data (e. g. the number of connections in various size classifications) as rnay be required by the City or the M, S, Se D. 5uburb , agrees that no impounding devices or impounding of sewage will be permitted , in its sewage collection �ystem or in those systems connected to it, except � as required for proper pump operation, or as expressly authorized by the City and approved by the M, So So D. Impounding devices provided for in � existing contracts between the Suburb and adjoining municipalities or im- , pounding devices presently in existence and authorized previous to this agreement may continue in use; however, no expansion of such facility ' or prolongation of detention times shall be caused unless authorized by the � City and approved by the M, S. S, D, 10. Tn case any unreasonable obnoxious odors or gases shall , develop in the jointly-used sewer system due to discharge into the sewers of the Suburb of any substance causing obnoxious odors or gases, such � nuisances must be eliminated by the Suburb at its own expense, upon , notice and when requested to do so by the City, and a failure to comply � � �10- � ' with such notice within a reasonable time shall constitute a cause of action ' under Section 6 of this agreement. , SECTION 4. MEASUREMENT OF SUBURB'S SEWAGE FLOW. 1, To rneasure the volume of sewage discharged from the public � sanitar sewer s stem of the Suburb into the ublic sewer s stem of the Y Y P Y ' Cityy an accurate sewage metering device shall be constructed and main- � tained at each connection point. The metering device shall be equipped with a remote registering and recording mechanism housed in a suitable � structure which indicates and continuously records the rate of flow, and ' which measures and totalizes the qua.ntity of sewage passing through the meter, � 2. The sewage metering device shall be provided by the Suburb at � its own expense, 3. The type and location of the sewage meter and all plans, spec- , ifications, and details pertinent thereto shall be subject to the approval of � the Chief Engineer and the Comanissioner of Public Works of the City. 4. The operation and maintenance of the metering device, including ' 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, supplies or other expense incurred in the operation and mainte- ' nance of each metering device, and the City shall be reimbursed for the , full cost thereof as provided in Section 5 of this agreement (Subdivision 10). � -11- ' ' , 5. The Suburb shall have the right of access to the metering device ' and recording instruments and may make any accuracy test or other inspec- tions that the Suburb may deem necessary or desirable. However, no changes � or adjustments shall be made unless the Chief Engineer of the City or his � designated representative is present. 6. The City may make calibration or accuracy tests of the metering � device at such tirnes as the City may deem desirable. Any time it has been ' determined that the sewage metering device has not properly measured the volume of sewage cont�°ibuted by the Suburb, an adjustment of the measured ! sewage flow shall be made. 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, an impartial registered professional engineer, � mutually satisfactory to the City and the Suburb, shall be selected as an , arbitrator to supervise the repairs and calibration of the metering device and to determine the proper adjustment of the measured sewage flow. , The services of the arbitrator shall be paid by the losing party, or one-half � by each party at the option of the arbitrator. Adjustments of ineasured sewage flow shall not be retroactive for a period of more than six months. ' 7. Notwithstanding any of the provisions of this Section, wherever , it is determined to be impractical to construct and maintain a sewage metering device at one of the points of connection, said metering device ' may be omitted and the volume of sewage contributed by the Suburb at , that point of connection shall be estimated by the City, provided that the , � -12- � omission of the meterin device and the basis to be used in estimatin �- g � � the volume of sewage are fully described in Exhibit LC-B which is �.., � attached hereto and is hereby made a part of this agreement. �..: SECTION 5. CHARGES. , 1, For the privilege of connecting its public sanitary sewer system � and discharging its sanitary sewage into and through the sewer system of � the City and through the facilities of the M. S. S. D. , the Suburb shall pay �- to the City the annual charges hereinafter provided in this agreement. � 2. The Suburb shall pay the City a capi,tal charge for those portions �.� � of the M. S. S. D. interceptor sewer, which the City is entitled to use, which � �--' are used to convey the Suburb's sewage to the sewage treatment plant. rThe Suburb's capital apportionment in each segment of the M. S.S. D. inter- � ceptor sewer shall be that percentage of the segment's present depreciated `' value that the Suburb's peak design rate of discharge through the segment � bears to the �otal capacity available through the given segment. Credit ' l�.: � shall be given for federal grants in the same proportion as the amounts� � . ' of such grants were to the original cost of such facilities as shown on , I Schedule LC-12 The calculation of the Suburb's capital apportionment � � for each facility applicable under this subdivision is set forth in detail in � � Schedule LC-5 which is attached hereto and is hereby made a part of this ` � a reement. The total a ortionment shown thereon ma be aid b the . .� g PP Y P Y ' Suburb as a Iump sum; or it may be paid in 120 equal quarterly payments , � � � � ' � . ,�. -13- � � � �.s � which izclude interest on the unpaid principal balance at the rate of three � � .and five-tenths percent (3. 5%) per annum (computed quarterly). The first ; �.,; i such quarterly payment shall be for the quarter ending � � Payments shall be made quarterly thereafter until principal .� � andrinterest are fully paid. Suburb shall have the right of prepayment of the , J unpaid principal balance, or any part thereof,� at any time without penalty. � If the a ment of such sum is aid in 120 e ual uarterl installments, each � P Y P 9 9 Y � such installment shall amount to one and thirty-five one-hundredths percent _. (1. 35%) of the total apportionment. ' � B a in such char e for the M. S. S. D. interce tor sewer the -� Y P Y g g P � � Suburb is acquiring the permanent right to use a portion of that capacity ; � which the Ci�y is presently entitled to use, said capacity rights being equal � � � - �; -_ to the peak design rate of discharge used in computing the capital appor- . } � � � � � � i � tionment, all as set forth in detail in Schedules� LC-4 and LC-5 ; of this agreement. � - 3. The Suburb shall pay the City a capital charge for each City � sewer used to convey Suburb's sewage from the point or points of connec- tion to the M, S. S. D, interceptor sewer. Some of theae sewers may con- ' � � sist of combined sewers which were designed and built for the primary � purpose of collecting or conveying sanitary sewage and storm water from areas within the City's corporate limits. Therefore, there is no substantial � y � i �� '' capacity thereinwhichis inexcess ofthe City's present and future capacity � . f J I i 4 � 4 ' -14- � . �' �, � T� . ' , �. � � ' � � re ' e nt and whereas for water ollution�control and other reasons ' � quir me s, p � � the use of combined sewers is regarded with increasing disfavor by regu- � latory agencies, it is not possible to ascertain how long in the future each :� � segment of combined sewer will continue to be available for the conveyance of sanitary sewage. Consequently, the use of said combined sewers by ' � � � the Suburb for conveyance of sanitary sewage is regarded under this` � a reement as a temporary expedient exercised for the convenience of t�e g • Y '� 8uburb in the intereet �f preeerving th� public health n�nd welfare. For .' �,� .; the temporary use of those segments of the jointly-used City sewer system � � designated as combined 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%) per year of the reproduction cost of the Suburb's � • -� apportionment in each segment as calculated in Schedule.s LC-7 and � + LC-8 of this agreement plus a financing charge of three and five-: .. , � tenths percent (3. 5%) of the current depreciated value of the Suburb's � ' - apportionment as calculated in the aforementioned Schedules LC-7 �� and LC-8 which are attached hereto and are hereby made part of � � ' this agreement. No equity or ownership rights shall accrue to the Suburb � � � in any facility rented under this paragraph; however, in the event that �� such rented capacity subsequently becomes permanently available to the ' � 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 � ' � -15- � � • . . _ � � be credited toward the purchase value. Inasmuch as combined sewers _ �._: 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 wherein the maximum allowable rate of discharge for the Suburb in this � � " ' instance is based,upon estimated capacity requirements of the Suburb ten v �, I :_. years from the date of this agreement as calculated in Schedule LC-b � Where the City sewers used to convey Suburb's sewage are separate � ' sanitary sewers, or are otherwise designated or determined to be of such j � nature or condition that permanent capacity rights are available to the L-+ � 5uburb, the Suburb shall pay the City a capital charge as here.inafter u specified. For such sewers, the Suburb's capital apportionment in each � se ment of such 'ointl -used City sewer system shall be that percentage ._ g J Y of the facilities' present depreciated value that tfie Suburb's peak design � rate of discharge through the segment bears to the total capacity available ; through the giv en segment. The calculation of the Suburb's capital � apportionment for each facility applicable under this paragraph is set � forth in detail in Schedules LC-9 and LC-10 which are attached � . . hereto and are hereby made a part of this agreement. The tot�l apportion- � ment shown thereon shall be paid to the City in the same manner as pro- �_: vided for the M. S. S. 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- i � : � , � '' use each segment of the jointly-used City sewer system which it � s _, � uses in the proportion that its peak design rate of discharge through � ent bear to the total ca acit available throu h such se ment. the s e gm s p y g g � The Suburb's share of the present depreciated value of each segment of the jointly-used City sewer system is shown on Schedule LC-10 � a reement. The Suburb's share of ca acit of each se ment of the of this g p y g � jointly-used City sewer system is shown on Schedules LC-9 and r LC-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. The present depreciated value of the existing M. S. S. D. � � sewage treatment works has been calculated for purposes of this agree- � ment on Schedule LC-12 , which is attached hereto and is hereby � made a part hereof, and is determined to be $3, 880, 520. 00. In ' determining the present depreciated value of this facility, land purchases � and the program of research and investigation prior to December 31, 1961, � shall be included as shown on the aforementioned Schedule LC-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 LC-12 The existing M. S. S. D. sewage ' � ; � . . -17- � � � � � treatment works, being incorporated into and made an integral part af the `�=' fa ilit is considered for ur oses of this a reement expanded treatment c y p p g � to have an annual average capacity of 218 million gallons per day. The Suburb's capital apportionment for the existing M. S. S. D. sewage treatment � reciated value that the works shall be that percentage of the present dep � Suburb's sewage treatment plant capacity requirements bear to the total annual average capacity of 218 million gallons per day. The basis for � � determining the Suburb s sewage treatment plant capacity requirement is � set forth in Schedule LC-13 and for the purposes of this agreement said requirement is agreed to be an annual average capacity of 0. 606 � million gallons per day. The Suburb's capital apportionment shall be paid � in the same manner as provided in the first paragraph of Subdivision 2 of � � thia section. 5. The Suburb shall pay the City a capital charge for the new � � M. 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. in providing the £acility that tlie Suburb�� sewage , � treatment lant ca acit requirements bear to the total annual average P P Y � plant capacity as provided by the M.S. S. D. The Suburb's sewage traat- , f ment plant capacity requirements shall be as specified in Sulidivision 4 i, � . � . ; ', of this Section. The sewage treatment .plant capacity requirements of :,. i i I the Suburb as determined under this Section and as shown on Schedule j � LC-13 of this agreement have been determined on a relatively '■ i � _. i � , i � � ' � � -18- , � ' ' short range basis and are less than the total future capacity requirements � of the Suburbe At such time as the sewage treatment works are to be enlarged by the M, S. S, D, or at �uch time as the volumes of sewage orig- ' inating in the Suburb may necessitate, the City and the Suburb may enter � into a supplemental agreement increasing the capacity requirements of the Suburb and incx°easing the Subux°b's capital cost apportionment for sewage � treatment works, The Suburb shall not permit the "adjusted dry weather 1 volume" of sewage discharged into the City system to exceed the capacity for which it has been apportioned capital charges in the new M. S. S. D, sewage , treatment workso � The Subtzrb agrees �o participate in proportion to its capacity requirements in any additional capital expenditures required to be spent ' by the M. S. S. D, for additional degree of treatment or other future capital ' expenses which the M. S,S. D. anay incur for the use and benefit of the City and the Suburb, � The costs of preparation of the "Comprehensive Sewage Works IPlan" prepared under Chapter 882, Minnesota Laws 1963, shall be included as part of the costs of the nevv M. S. S. D. sewage treatment facilities as � permitted by the terms of such Ch�.pter 882, � Federal, state and other grants for anynev�z District or ,Cit.y, facili- ties, received after December 31, 1961 (including new District treatment � facilities) shall accrue to the benefit of all municipalities which use the ' particular facilities for which the grant is giveno � -19- ' � " . ' he ca ital cost a ortionment to the Suburb for new M.S. S.D. �., T P PP ; sewage treatment works as of the date of this agreement, and the basis � of its calculation are set forth in more detail on Schedule LC-14 hereto r ' ca ital a ortionment shall be aid in the same �, , attached. The 5uburb s p pp P � manner as provided in the firsY. paragraph of Subdivision 2 of this section. 4 6. The Suburb shall pay the City a charge for th� 5uburb's share P ' � _ � . of the operation and maintenance expenses of the City conveyance eewer � system. The total annual cost .of operating and maintaining the City con- �:, veyance sewer system shall be divided by the "total annual dry weather , � � _ volume of sewage from the City and all of its connected Suburbs", as deter- � mined by the M.5.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 � �� e" of sewa e contributed b applied to the ad�usted dry weather volum g Y ' the Suburb to compute the total charge to the Suburb under this subdivision. i 7. The Suburb shall pay the City a charge for the Suburb's share of � S S D. which are a or- the ogeration and maintenance expenses of the M. . . PP � tioned to the City and its connected suburbs by the M.5.�. D. The Suburb's u share of expenses shall be computed in the same manner as described in � � ` ' the preceding Subdivision 6. � � 8. The City shall from time 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 ahould demonstrate that the ' �� -20- ' ' ,, sewage or waste contributed to the City sewer system at one or more of � the connection points consistently has extraordinary strength charac- teristics considerably in excess of the strength characteristics of the � overall composite waste received at the M. S. S.D, sewage treatment � worksy then the City may direct that the Suburb at its own expense shall perform such pretreatrnent of the sewage wastes prior to discharge into � the City sewer system as may be necessary to reduce the strength char- � acteristics to conform generally to those of the composite waste received at the above-said sewage treatment works. For purposes of this subdivi- � sion, any waste for which the five day, 20�C Biocheanical Oxygen Demand � exceeds 350 parts pex° million by weight, or the total suspended solids exceeds 400 parts pex° anillion by weight, both as determined in accordance � with the latest edition of Standard Methods for the Examination of Water � and Waste Water shall be considered to have extraordinary strength char- acteristics and the City may direck that the Suburb shall provide for the rpretreatment of such wastes, � Wherevex° the City may determine that sazch pretreatment of sewage is neithe� practical nor desirable, then said sewage or wastes of � extraordinary strength chax°acteristics may continue to be discharged into � the City sewer s}rstem; however, the Suburb shall pay to the City an addi- honal charge to compensate said City for additional costs involved in the � r,onve ance, treatment and disposal of these stronger wastes. The amount Y � of the said additional charge shall be determined by the Council of the � , -21 - 1 � � City and a separate determination will be made in each instance depend- � ing upon various pertinent factors involved. The additional charge under this subdivision shall be fair and equitable and shall, as nearly as prac- � ticable, be designed to fully compensate the City and all other users of � the M. S. S. D. facilities for the additional costs incurred due to the par- ticular strength characteristics of the sewage or waste involved. � In the event the Suburb disagrees with the determination of � charges by the Council of the City, the parties shall arbitrate their dif- ferences by the procedure set forth in Section 4, Subdivision 6. � The px°esent M. S. S,D, Act, Section 445. 09 of Minnesota Statutes � Annotated provides for such pretreatment or charges for wastes that are � unusually concentrated. 9� Suburb shall pay City a charge for Suburb's share of the costs � of extraordinary repairs of jointly-used sewers serving the Suburb. This charge is to reimburse the City for Suburb's share of those expenses � which the City inc�urs in anaking repairs which, under accepted accounting � practices, are not embraced in the cost of current maintenance and repair � under Subdivision 6 of this section. Suburb's share of such costs shall be computed by dividing the total cost thereof between the City and Suburb in � the proportion which the total volume of sewage discharged by Suburb in � the particular sewers repairecl bears to the total volume of sewage in such sewers. The volumes to be used in this computation shall be computed by the � � -22- � � � City over a 24-hour period during average dry weather flow at approxi- � mately the time of such repairo Such flow shall be determined by the installation of a weir or metero , 10. Suburb shall pay City a charge for Suburb's share of the costs � incurred and recorded by the City for administration and billing under this agreemento Such costs include record-keeping and preparing quarterly , bills to suburbs and Gaty engineering department ex enses incurred in P � routine meter reading and testing of inetering faciliti.es of suburbs and for routine sampling and analysis of 5uburb's sewage, Suburb's share of such � costs shall be determined on the basis of sewa e volumes b dividin the g � Y g � total annual costs by the total "adjusted dry weather volume" of sewage , from all contracting suburbs9 and applying this unit cost, expressed as a rate per million gallons to the "adjusted dry weather volume" of � sewage from the Suburb during the year, Such charge to Suburb, however, � shall be a minimum of Fifty Dollars ($50. 00) per quarter. The City shall have the option of charging non-routine meter , reading and testing; sewage sampling and testing, and other similar special � costs directly to Suburb where such costs are attributable to Suburb. 11, Suburb shall also pay the City an overhead charge equal to � twenty-five percent (25%) of the operation and maintenance charge submitted � by the City to the Suburb under the provisions of Subdivision 6 of this Section. Such charge is intended to compensate the City for expenses incurred by the , . � � -23- � � City in administrative costs for which the City is not otherwise compensated and for City's costs incurred under such items including� but not limited to, � pensions, health and welfare charges, unemployment compensation payments, � Workmen's Compensation payments, Severance Pay charges, vacation, sick leave, and holiday charges and for the services of City departments which � are not directly charged to sewex° operation and maintenance including, , but not limited to, Civil Service9 Purchasing, Corporation Counsel, City Clerk, Finance and City Comptroller, This overhead charge shall be � added to each quarterly billing from the City to the Suburb; and it is ex- � pressly agreed by and between the parties hereto that such charges are a fair and reasonable annount to reimburse the City for services and is not � nor is it to be considered rofit, P � 12, In addition to the foregoing charges, and for as long as it con- � tinues to discharge sewage into the jointly-used City sewer system, the Suburb will impose upon and collect from all users of its sewer system � any and all additional charges which the M. S. S.D. may impose directly � upon users in the City, other than those charges in effect on July 1, 1965, and will pay all sums so collected in accordance with the rules of the , M. S. S. D. and any statute ox° statutes now or hereafter enacted to regulate , and govern the same, � SECTION 6. REMEDIES FOR VIOLATION. In the event of any substantial, continuing violation of the terms and � conditions of this agreement on the part of the City or Suburb, the aggrieved � � -24- � � party, after first giving reasonable notice and affording reasonable oppor- � tunity to correct such violation, may institute such action or proceeding, at law or in equity, as may be consadered by it txpon advice of counsel to � be most effective for the enforcement of this agreement, whether in the nature � of mandamus to compel the proper officers to perform duties imposed upon the parties of this agreement, or for such other relief, without limitation, � as may be deemed necessary ox° proper by any court of competent 'uris- J , dictiona It is further mutually agreed by and between the parties hereto that , there shall be avai.lable to the Cit an additional remed and that in the Y Y , event the Suburb should allow sewage or other liquid to be discharged into ' the City's sewer system at any of the designated points of connection or otherwise at a rate which exceeds the maximum allowable rate of discharge ! specified in Subdivision 5 of Section 3 of this agreement that a charge against � the Suburb shall be incurred which shall be payable by said Suburb to the City to compensate the City for damages directly or indirectly sustained , by said City by reason of the Suburb's unauthorized appropriation of the ' City's retained apportioned share of capacity in any such sewer, A charge against the Suburb hereby provided shall be operable and in effect against tthe Suburb in each instance where the maximum allowable rate of discharge � is exceeded, whether caused by reason of excessive sewage flow or by excessive surface and ground water infiltration or a combination there- , � of; and said causes are recognized by the parties hereto as being subject � � -25- � . � ' to the reasonable control of the Suburb. A separate charge as�hereinbefore �_.. described shall be made against the Suburb by the City for each calendar • � day or portion thereof in which the peak measured rate of discharge exceeds �� the maximum allowable rate of diecharge, The amount of each such charge �' payable by the 5uburb to the City shall be in the sum of One Hundred T�,,, � and Thirt.y Dollars ($ 130. 00 j per day. The � � . : City shall notify the Suburb in writing of each such occurrence within ten " � (10) days after the occurrence is noted by the City. The charges hereby :� provided shall be separately itemized and identified by date and shall be � included with the next quarterly billing from the City to the Suburb occurr.ing thereafter and shall become due and payable with such quarterly bill. � � SECTION ?. USE AND ADJUSTMENT OF SEWAG� FLpW VOLUNiES. �_. , 1. Whenever costs are apportioned to Suburb on the basis of sewage ; ` ' volumes, under this agreement, charges shall be made and based upon the •, � � � unit costs actually experienced during the previous year, until an appropriate � � adjustment can be made. Adjustments for the prior year shall be made as ` necessary, in the first quarterly billing each year, or as soon as the nec- � essary information is available, to reflect any differences bet'ween the tu�it costs experienced and the unit costs used as the basis for billing during ! I �� . the prior year. � 2. In computing the Suburb's share of operation and maintenance � �_ expensea as provided for in Subdivisions 6, ? and 10 of Section 5 of this . � � �I �_� . -26- � ' ragreement, the measured volumes of sewage shown by the meters may ' be adjusted to obtain the "adjusted dry weather volume" of sewage con- tributed by the Suburbo The Sazburb or the City may, by application to the , other party, apply for such adjustment based on the same days used by the , M. S. S. D, in determining the "total annual dry weather volume of sewage from the Cit}r and its connected suburbs", if the Suburb's total volume of ' sewage based on such days varies more than five percent (5%) from its ' total volume of sewage when based on the actual measured volumes shown by the meter read�ngso ' Any application for such adjustment shall be made within one ' year of the calendar year to which the proposed adjustment would apply or the application will have no force or effect and no such adjustment need ' be made. � The Suburb shall not, however, at any time on any day, dis- charge sewage or other liquid in excess of the allowable rates of discharge ' s ecified in Subdivision 5 Section 3 of this a reement said allowable p a g a , rates of discharge representing the extent to which the Suburb has pur- , chased capacity rights under this agreernent and providing the basis of capital charges payable by the Suburb, and said allowable rates of dis- , charge shall govern at all times regardless of the above provision for � adjustment to dry weather flow for computing operation and maintenance charges. ' ' ' -27- ' � � 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 quar- 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 du� 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 tagreement, every billing by the City which shall become and remain the ' subject of delinquency in reference to the payment by said 5uburb shall bear interest at the rate of six percent (6%) per annum to the extent and ' for the period of subject delinquency, and such interest shall become and ' be payable to meet such case in addition to the principal of the subject billing, by said Suburb to the said City t:hereunder. 1 , SECTION 9. CREDIT FOR PREVIOUS CAPITAL PAYMENTS. The 5uburb shall be given credit under this agreement for capital , cost payments made to the City for sanitary sewage services rendered ' after July 15 1963; said payments having been made pursuant to the then existent contractual agreement of concurring ordinances. The amounts ' to be credited as capital payments shall be all of the second or incremental ' sewer rental payment as credited to City Account No. 0930R, plus , ' -28- �; � _ a credited to Cit Account ._ two thirda of the sewer maintenance payment a y . � No. 0249R . The specific amounts to be credited are set forth on Schedule �;. LC-15 ` 4 P � al be iven credit under this a reement for an ' The Suburb shall so g g Y � direct payments made to the City as the Suburb's share of a sewer con- , . struction contract to build a part of the jointly-used City sewer system or "�� ' , to proyide capacity for Suburb in the jointly-used City eewer eyatem. � Suburb's contribution to such construction contract shall be trended and depreciated to its present depreciated value in the same manner as were , . �the sewer facilities under Section 5. The specific amounts to be credited " �" are set forth on Schedule LC-16 , Suburb shall receive these credits by aubtraction of the total amount � `� of credit as shown on Schedules LC-15 and LC-16 from the �� total capital apportionment determined pursuant to Section 5 of this agree- •...� ment. These capital apportionments and credits are shown on Schedule �, ` LC-17 � � SECTION 10. EQUITY PAYMENTS. Any payment made 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 proportion that the Suburb has � , from time to time paid for its share of such facilities. � -29- � � ' ' SECTION 11 o SUBURBAN PROPERTY DIRECTLY CONNECTED TO CITY SYSTEMo � It is hereby agreed by and between the parties hereto despite an thin Y g , herein to the contrary that in each case where real property located in said 5uburb has been connected immediately with an abutting or adjoining public � sewer of said City or an extension of any such ublic sewer under the con- P ' trol of said City for sew�,ge drainage purposes under authority heretofore granted therefor by any resolution of the Council or by any ordinance of � said City or any agx°eement hereafter ado ted b said Cit and substituted P Y Y � in lieu of aray such resolution or ordinance of said City for and during the ' operative period of such �.uthority, the provisions, terms and conditions of such authorizing resolution, ordinance or agreement shall govern and ' apply in respect of charges, fees, rates and advance assessments payable ' and to become payable on such account to said City in lieu of any otherwise applicable and comparable provisions, terms and conditions of this agree- � ment, ' SECTION 12a SECTION TITLES. ' The titles given to the sections of this agreement are for convenience of reference only, and shall not be construed as having any other effect upon , the provisions of this agreement. , SECTION 13o RESPONSIBILITY FOR CLAIMS OR ACTIONS FOR ' DAMAGES. The Suburb agrees to save said City of Saint Paul harmless from � ' -30- , � any damage, cost or expense and £ully indemnify said City against any 1 and all liability sustained by reason of the connection or the maintenance of the connections hereunder between the said public sewer system of the , Suburb and the said public sewer system of the City or by reason of any ' damage, cost, expense or loss that may be sustained by the Suburb, its inhabitants, or any other person or persons connected with the use of said ' Suburb's public sewer system or by reason of the diversion into said Suburb's 1 public sewer system of roof water or storm water drainage. � SECTION 14. EXHIBITS AND SCHEDULES. 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 in the event of a conflict between any provision of this agreement and the text material incorporated on any schedule or exhibit , including any covenant or provision between the parties thereon expressed, � the provision, material or data on such exhibit or schedule shall prevail. ' A list of said exhibits and schedules is as follows: I 1 � 1 1 -31 - ' , ! Exhibit LC-A Limits of Service and designated connections. � Exhibit LC-B Basis �or Estimating Volume of Sewage Schedule LC-1 Trend Factors, 1930 to 196�4. � " LC-2 Trend Factors, Prior 1903 to 1930. � " LC-3 Weighted Average Trend Factors. " LC-3a Condition Percent - MSSD Treatment Plant. � rr LC-3b " " - Sewer Lin,es. � " LC-3c Flow Variation Factors. " LC-4 Peak Design Rate of Discharge in MSSD Int�rceptor. � " LC-5 Capital Appox°tiorament in MSSD Intercepxor. � " LC-6 Estimated Peak Rate of Discharge in 1977. " LC-7 Apportionment of Reproduction Cost, City Combined Sewers. � " LC-8 Rental Charge for Use of City Combined Sewers. � " LC-9 Peak Design Rate of Discharge in City Sanitary Sewers. " LC-10 Capital Apportionment in City Sanitary Sewers. , " LC-11 Value of MSSD Treatment Plant Capital Additions, 1938-1961. � " LC-12 Capital Apportionment - MSSD Treatment Plant Facilities Constructed Pripr to December 31, 1961. � " LC-13 Suburb's Sewage Treatmen� Plant Capacity Requirements. " LC-14 Capital Apportionment in New MSSD Tr�atment Plant. � " LC-15 Suburb's Credit for Certain Capital Payments. � " LC-16 Credit for Direct Contributions Toward Construction of Jointly Used Facilities. � �� LC-17 Sumxnary of Total Capital Apportionments and Credits. ' � - 32 - , � , SECTION 15, OBSERVANCE OF DISTRICT RULES. � Suburb agrees to coraform with, abide by, and enforce all laws, rules and regulat�.ons of the Mia�neapolis-Saint Paul Sanitary District which apply ' to the City and the users therein, � SECTION 16, ADJUSTMENT5 OF BILLINGS RENDERED IN 1967. � All chax°ges prev�.ousl� anade by the City against the Suburb for any period after July 1, 1965, shall be computed and made in accordance with , this agreeanent, A�y billings rnade fox° any period since that date shall be ' adjusted so a� to co�foran to this ag�°eement. ' SECTION Y7e AGREEMENT SUBJECT TO REDETERMINATION. This agreeanent is made pursuant to Minnesota Laws 1963, Chapter , 874, Section 10, arnd shall be effective for a period of thirty (30) years ' subject to a redetermgnation of its provision after the expiration of five (5) years froan the date hereof and thereafter as provided by law. ' SECTION 18, EFFECTIVE DATE OF AGREEMENT. ' This agx°eegnent shall take effect and be in force after the date of � execution of �he sayn� by the City Comptro�ler of the City of Saint Paul, which execu.tion b� the City Comptx°olle� shall not be made until after � approval as to fox°m and cor�tent of the agreement by the Board of Trustees ' of the Minneapolis-Saint Paul Sanitary District, a resolution of the govern- ing board of the Suburb accepting and agreeing to abide and be bound by the � ' , -33- , � terms, provisions and conditions hereof and authorizing its proper officers to � execute said agreement, and the passage of a resolution by the City Council of the City approving said agreement and authorizing executiqn of the same by the � proper City officers. It is further agreed by and between the parties hereto that this agree- � ment is subject to all of the terms, provisions and conditions of Qrdinance No. � 13840 , of the City of Saint Paul, approved the 27th day of �ebroars � 19 68 , � Dated this day of , 196_. In Presence of: CITY OF SAINT PAUL 1 gY Its Mayor � Its City Clerk � Ita Comnis ioner of Pnblic worl�a Approved as to form: Count�rsignec� � First Assistant Corporation Counsel Its City Comptroller � A roved as to form and execution PP � this day of , 196_ � First Assistant Corporation Counsel In Presence of: � gY � Its � Approved as to form: Its � Attorney ' -34- ��!f.._ —n za w— _ _ -+- ;, � \ �►r.a.r `___-----1�a w ' � ` \ > � ..I __ . ___.. �'I •„ � twv r---- � I I � I � , IM ST ` Ii',�'� I � . � /'`�_/ AYL[II 11111� �� I�! 35 � �� ., �,.- � � � � � � � � �.,� ' I � �- � � �-� �� :: �j i _ _ ,� �..,r .____ _-- - , .� ' � ,-<<�.. . ; �f ; °`"'° � � �" � t 6 � 5 I 3 = I � I �/ / .I � I . . � � , /��- � � � � � ___. __;_._ _ _..--�-� .. ..---�-.. .--�- _ 1 �' ��/ �� . : � II 12 � . 7 I 8 v 9 I 10 I 11 • : i a�� r-._ I � 1 � . .. M M \`\ � �r � . -..___ .. .. y�`� , i L�M I N� ._ �'j .. .. _.�..— ' I r�\ � I 14 13 � 19 17 16 I 15 14 � i ``� _ ��w � t l �� , I ' � . I„, , � t►.r�u� eirr u�vrt „o,-, „� �c•en ) � ' I (��w --�.,,, u,n. coieee nMe aaM- �► �r�.a .r " �c�oa � 8�wr 31Mw� Cae' � n�chA To EI.A/ l�wr � 9rtN� M Mr1111�fir1� !f. \ - �# lC•!W � �� M. M�MY@01� � AIIo��OM Ibq Of OUON/N � �� , _,,,�.,,, ,� M 6.OW.000 Mlbr h -� , 1 r..n.+o nr �c-l07 �• N LC��V � ' . LC'��{. . . � O EXHIBIT LC A ' PART OF AN AGREEMENT BETWEEN THE �cea �� GTY OF SAINT PAUL AND THE VILLAGE �T' �' � OF LITTIE CANADA AUTHORIZINC TFE �:o` R� �� INTERCONNECTION OF PUBLIC SEWERS. �c-aw ' LEGEND _ �_,� u-.� ' AUTNp11ZE0 LMNTS Of tE11NCE � . CRY Of fAWi MUL BEWER WED ��tO0�Z00A �1' TK VIlLAOE OI IITTLE CAIMOA �e-000 r�m cox �e ' •��•-��• Muo .iowr Ntc�urrar aew�e `�` —.. 00o rs�o �cunr cooe �uwa� `i[o �-aiu:fr�a% �� \ �� ' _ , � ��\ ��o-ea N \ ; �� , E � � - ;��i,� � , ��,� � , , ,, S � � ; �� ;' . ... �. .� �„ � w a �a w� /1, ` / � _ y `\ � 1 '' w.•�►.r s.�.r w.«� J/r � �� M r rrtr .rs iwra n�r ur» $�� M�i+� ' t� � \ ` �`� �` 1 �� -- . _. ...... _ �.� � , �� EXHIBIT LC -B � BASIS FOR ESTIMATING VOLUIVIE OF SEWAGE �� y All of the authorized points of connection as shown on Exhibit LC-A � . �-: are to be metered. Therefore this exhibit does not apply to the Village �' of Little Canada. ' � ; . � �� : fi � � ■' �,.� � �' ;�_. . � �. � �� ;_., � . � � �.: � ■l w r' , � � ! �� SCHEDULE LC -1 ' TREND FACTORS ; ' 1930 to I964 Sewage Treatment Plant Sewer Construction � Trend Factor Trend Factor Year Index December 31, 1964 Index December 3I, 19b4 rl ' 1930 31 . 0 3. 681 33. 3 3. 634 � 1931 29. 4 3. 881 31. 9 3. 793 1932 28. 1 4. 060 30. 6 3. 954 � '.. : 1933 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 i ` �� 1936 ' 34. 9 3. 269 36. 4 3. 324 1937 40. 1 2. 845 40. 5 2. 988 1938 38. 4 2. 971 . 40. 0 3. 025 '�' 1939 38. 7 2. 948 40. 1 3. 017 � 1940 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. ?94 t 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 ; ; - , .._ 1946 45. 7 2. 49? 50. 4 • 1947 55. 6 2. 052 60. 5 2. 000 �! ' 1948 65. 1 1 . 753 68. 7 1. 761 . _- 1949 65. 1 1. 753 70. 1 I. 726 �� i 1950 69, 2 1 . 649 73. 4 1. 649 ' � 1951 74. 7 1 . 52? 79. 3 1. 526 �1 � 1952 76. 2 1 . 497 80. 1 1. 511 i 1453 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 94. 3 1 . 210 103. 5 1. 169 1957 99. 8 1 . 143 104. 6 1. 157 ° � 1958 104. 5 1 . 092 111. 3 1. 087`' . � 1959 107. 7 1 . 059 117. 0 I. 034 ; �_: 1960 108. 8 1 . 049 • 117. 8 1. 027 ; 1961 109. 9 1 . 038 119. 6 1. 012 �� 110. 1 1 . 036 120. 0 I. 008 � w..,. 19 62 1963 111. 7 1. 021 120. 5 1. 004 1964 113. 6 1. 004 120. 5 I. 004 �� Jan. 1965 114. 1�� 1 . 000 121. 0� I. 000 ! �'� �Cost Indexes in effect January, 1965 used as basis of Dec. 31, 1964 trend factors. �r--, Note: Trend factors based on U. S. Public Health Service Division of Water Supply � and Pollution Control Cost Indexes for Minneapolis. , � . � � , � . _ 1.�: � ._-. SCHEDULE LC -2 � TREND FACTORS ,_ Prior 1903 to 1930 � Trend Factor Adjusted Trend ENR to 1930 Factor to Def.ember 31, . Year Index Average I964`b� � Prior 1903 87�a� 2. 333 8. 478 � 1903 94 2. 160 ' 7. 849 �' 1904 87 2. 333 8. 478 ,. 1905 91 2. 231 8. I07 � 1906 95 2. 137 , 7. 766 1907 101 2. O10 7. 304 :_. 1908 97 2. 093 ; 7. 606 � 1909 91 2. 231 ' 8. I07 ` �.: 1910 96 2. 115 7. 686 , j 1911 93 2. 183 7. 933 :f, 1912 91 2. 2 31 8. I 0? 1913 100 . 2. 030 7. 377 _ . 1914 89 2. 281 8. 289 � 1915 93 2. 183 7. 933 , '-' 1916 130 1 . 562 5. 676 � 1917 181 1. 122 4. 077 1918 189 1 . 074 3. 903 .�J 1919 198 1. 025 3. ?25 �- 1920 251 . 809 2. 940 � - 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 �l . 976 3. 547 ;�, 1926 208 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. °�i ;� Note: Trend factors based on national average Engineering News-Record Construction Cost Indexes. Adjusted from 1930 average to December 31, �' 1964, based on U. S. Public Health Service Sewer Construction Index � for Minneapolis, Schedule LC-1 � ' � � . � SCHEDULE LC-3 � � WEIGHTED AVERAGE TREND FACTOR � � ' ,,,,,, Basis of Trend Factor Weighting for , Minneapolis-Saint Paul Sanitary District Facilities . � Treatment Plant Joint Interceptor ! , : Contract Percent Contract Percent ! Year Cost�a� of Total Cost �a� of Tocal � $ % � �'� i -- ' 1934 - - 2, 406, 746. 70 .J. 07 ' 1935 266, 836. 89 7. 34 2, 181,426. 53 36. 32 � 1936 1, 829, 739. 92 50. 35 1, 155, 958. 30 19. 24 : 1937 1, 406, 108. 76 38. 69 143, 171 . 67 2. 38i 1938 131, 586. 80 3. 62 119, 476. 82 1. 99 � Total 3, 634, 372. 3? 100. 00 6, 006, 780. 02 100. 00 � , i � Treatment Plant Weighted Average Trend Factors i I � Wei hted Avera e Trend Factor�d� ; USPHS Percent To 1951 0 1 o ecem er , � � Year Index�b� of� Base Base 1964 Base i �� 1935 31. 5 7.34 . 174 . 178 . 266 � 1936 _ 34. 9 50. 35 1 . 077 1 . 099 1. 646 ' � 1937 40. 1 38. 69 . 721 . 735 1. 101 • � 1938 38. 4 3. 62 . 070 . 072 . 107 ` � � 100. 00 2. 042 2. 084 3. 120 � 1951 ?4. 7 � 1952 76. 2 : _ } E � Jan. 1965 114. 1 Joint Interceptor Weighted Average Trend Factor Wei�hted Average Trend Factor�d� ' � USPHS Percent To 1951 To 1952 To Decernber 31, } 4 Year Index�� of Total Base Base 1964 Base � � �- � 1934 32. 8 40�07 . 969 . 979 1. 478 ► 1935 31 5 36. 32 . 914 . 924 1. 395 i 1936 36. 4 19. 24 . 419 . 423 . 640 ; � 1937 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 f i . � 1952 80. 1 � � � Jan. lyb5 121. 0 � e (a) Based on Public Examiner's Report of December 9, 1940. � � (b) Based on Sewage Treatment Plant Indexes, Schedule LC-1 ; � (c) Based on Sewer Construction Indexes, Schedule LC-1 � �- (d) Base year index divided by annual index, times percent of total. � � � ' . J � � � .. 1 � SCHEDULE LC -3a � � ' � CONDITION PERCENT - MSSD SEWAGE TREATMENT PLANT ; � (To December 31, 1964) (1) ' Year Condition � Completed Percent (2) � --+ � 1938 33. 75 � 39 36. 25 ..� 40 38. 75 � 1941 41. 25 W. 42 43. ?5 43 46. 25 "'� 44 48. ?5 � 45 51. 25 i1946 53. 75 -� 47 56. 25 48 58. 75 � � . 49 61. 25 �' 50 63. 75 � 1951 66. 25 -' 52 68. ?5 53 71. 25 ■ 54 73. 75 . 55 76. 25 ; � 1956 ?8. 75 � ' 5? 81. 25 - 58 83. 75 i59 ' 86. 25 -° �,p 88. 75 � . 19�1 91. 25 62 93. 75 �3 96. 25 � 64 98. 75 , (1) Assuming facilities used from July lst of the year completed., p � i (2) Represents percent remaining u�ndepreciated. � � , . � � V ; � ' . j �� , � � SCHEDULE LC -3b ' CONDITION PER CENT - SE WER LINES (1) � (To December 31, 1964) ; Year Condition Year Condition Year Condition � Cornpleted Percent (2) Completed Percent (2) Campleted Percent (2) . � 1885 0. 626 1921 45. 625 1951 83. 125 i. � 22 46. 875 52 84. 375 ,,., 1886 1. 875 23 48. 125 53 85. 625 87 3. 125 24 49. 375 54 - ' 8b. 875 ; � 88 4. 375 Z5 50. 625 55 88. 125 � 89 5. 625 � 90 G. 875 1926 51. 875 1956 89. 375 �. � -- 27 53. 125 57 90. 625 ' 1891 8. 125 28 54. 375 58 91. 875 � i 92 9. 375 29 55. 625 59 93. 125 j : �: � �3 10. 625 30 56. 875 60 94. 375 � . q4 11. 8?5 ; 95 13. 125 �931 58. 1Z5 1961 95. 625 � 32 59. 375 62 96.$75 � �. 1896 14. 375 33 60. 625 63 98. 125 97 15. 625 34 61 . 875 64 99. 375 ' � 98 1 b. 87 5 35 63. 125 - 99 18. 125 1900 19. 375 1936 64. 375 � 37 65. 625 - 1901 20. 625 38 66. 875 2 21 . 875 39 68. 125 � 3 23. 125 40 69. 375 • , 4 24. 375 5 25. 625 1941 70. 625 ' � 42 ?1. 875 ; -- 1906 26. 875 43 73. 125 7 28. 125 44 74. 375 � 8 29. 375 45 75. 625 � � 9 30. 625 10 31. 875 1946 76. 875 � 47 78. 125 -' 1911 33. 125 48 79. 375 � 12 34. 375 49 80. 625 13 35. 625 50 81 . 875 °' 14 36. 875 15 38. 125 � 1916 39. 375 (1) Assuming facilities used from July lst of the year 1? 40. 625 completed. � 18 41. 875 19 43. 125 (2) Represents percent remaining undepreciated. 20 44. 375 � ' E , � � � J r , • ; � � '� SCHEDULE LC -3c ` 4 � FLOW VARIATION FACTORS - '� FOR VARIOUS SEWAGE FLOW VALUES . � ; ; Flow Average Annual � Variation Sewage Flow Limi�ts '� Factor MGD a .. � 4. 0 � 0. 00 to 0. 11 , � 3. 9 0. 12 to 0. 18 ; 3, g 0. 19 to 0. 23 � 3, 7 . 0. 24 to 0. 29 �- " � 3. 6 0. 30 to 0. 39 � ' .r 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 . 00 to 1 . 19 � 3. 0 1 . 20 to 1 . 49 ; � 2. 9 1 . 50 to 1. 89 ' 2, g 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 � � 3 5. 10 to 6. 39 _ i 2, 2 6. 40 to 7. 99 . � „ � 2, 1 8. 00 to 10. 39 � � 2. U 10. 40 to 13. 49 � 1. 9 13. 50 to 17. 99 � 1, g 18. 00 to 29• 99 � 1, 7 over 30. 00 � . � . i , � ' , � (1) Values taken from Figure 21 -8 "Report oh the Expansion of Sewage � Worka in the Minneapolis-Saint Paul Metropolitan Area" Volume; �' Three, September 1960. ; � � � � � t � , � � r ; �. � / 1 i ' ' SCHEDULE LC-4 � PEAK DESIGN RATE OF DI5CHARGE IN MSSD INTERCEPTOR SEWER , BASED ON PROBABLE SATURATION CONDITIONS ' Domestic Com'1. & Total Infiltra- � Sewered Sewage Ind. Wastes Sewage tion Population MGD MGD % MGD MGD ' Little Canada LC-1 � 11, 500 0. 862 0. �60 1 . 022 0. 176 , LC-2 5, 100 0. 382 0. 020 0. 402 0. 092 LC-3 7, 400 0. 555 0. 040 0. 595 0. 131 � Totals 24, 000 1 . 799 0. 220 2. 019 0. 399 ' Peak Discharge in MSSD Interceptor 2. 019 x 1 . 7 = 3. 432 (sewage and wastes) ' � + . 399 (infiltration) = 3. 831 Total Peak Discharge - MGD � Average Discharge = 2. 019 399 ' T otal 2. 418 MGD 1 � '� The sewer districts shown are those designated in "Metropolitan St. Paul , 5anitary Sewerage Report" dated May 8. 1964. � � ' , ' SCHEDULE LC-5 CALCULATION OF LITTLE CANADA'S CAPI ' IN THE MSSD INTERCEPTOR (SEE SECTION 5, SUBDIVISION 2 � FACIIITY PRESENT APPROPRiATED % Of TOTAL SUBURBS CODE DESCRIPTION & LOCAT DEPRECfATEU CAPACITY AVAILABLE CAPfTAL N0. VALUE (3) CAPACITY APPORTiONMENT � 100 1pINT" INT.ALON6 CHiLDS ROAD $,�004,605 3.831 O.fi19 $ 6,219 110-110A SIPHON BY RESERVE ST. 9RIDGE 430,629 3.831 0.619 2,666 i120 MSSD INT. UNDER MOUNDS RARK 852,039 3.831 0.655 5,581 200-200A JOINT INT. VIC. KELLOGG BLVD 810,845 3.831 0.655 5,311 ' 300-300A 1T. INT. TO TROUT BROOK CONN 420,923 3.831 0.707 2,976 $3,519,041 � ONMENT iN MSSD JOINT iNTERCEPTOR SEWER $22,753 , C1) FROM SCHEDULE LC-3 (2) fROM SCHEOULE L�-3b (3) FROM SCHEDULE LC�-4 ' (4) 2�8 a 0.40709 x $585, � , ' , r � � � � � � � � SCHEDULE LC-6 ' E5TIMATED PEAK RATE OF DISCHARGE FOR DETERMINATION OF RENTAL CHARGE� (FOR CITY COMBINED SEWERS) � � � Sewage from Little Canada is pumped into a fo�ce main which discharges _ � into the St. Paul Sewer System at Westminister Street and East Hoyt Avenue (LC-610). The Little Canada pumping station is equipped with two pumping units � each of which, when operating alone, will discharge at the rate of 3, 500 gallons , per minuteo � Th� peak rate of discharge, for the purpose of determining rental charges in City combined sewers, will be based on the pumping rate of 3, 500 gallons per � minute with the understanding that the second pump is a standby unit and that � at no time will both pumps be operating simtzltaneously. � Peak Rate of Discharge = 3, 500 x 60 x 24 = 5. 04 MGD 1, 000, 000 � , � � � � ' ' SCHEDUI ' i.ITTLE CANADA'S APPORTIONMENT OF B COMBINED SEWERS FOR DETERMINAT , FACtLITY % OF REPRODUCTION CODE DESCRIPTION & LOCATfO AVAILABLE COST OF SUBURBS N0. CAPACITY APPROPR�ATiON � LC-601 CONN. TR. BK. SEWER TO MSSD 13.622 $ 13,919 LC-602 TROI�T BROOK SEWER O.fi50 683 LC-803 TROUT BROOK SEWER 0.650 4,368 LC-604 TROUT' BROOK SEWfR , 0.650 4,210 LC-605 TROUT BROOK SEWER 0.650 3,164 LC-606 TROUT BROOK SEWER 0.650 2,199 ' LC-807 TRQUT BROOK EXT.TO, EDGEMONT 1.469 687 TRQUT BROOK EXT.TO EDGEMONT �•642 3,392 LC-808 ED6EMONT - IVY TO NEVADA 1.758 3,565 LC-609 NEVAQA.- EDGEMONT TO WESTMI 4.383 969 , LC-810 NESTMiNISTER - NEVADA TO MO 5.362 2,440 MONTANA TO H 7.098 1,455 ' TOTALS $ 41��>> , NA NOT AVAiLABLE (1) FROM'SCHEDULES LC-i AN {2) fROM"SCHEDULE LC-6 (3) ESTIMATEa AVERAGE DATE � (4) ESTtMATED AT $350/FT. (5) ESTIMATED AT $13b/fT (B) ESTIMATED AT $123/FT. ' (7) ESTfMA'[ED AT $69/FT. (8) ESTIMATED AT $62/FT. ' 1 ' 1 , - ' ' ' ' ' SGHEDUL! LITTLE CANADA'S FINANCING EH�RGE, DI CHARGE FOR USE OF C ' FACiLITY YEAR SUBURBS SHAREVALUE IN VALUE IN CODE CONST. REPRODUCTION 1976 1977 N0. COST(1) ' (CONDITION) (�t.87S) (50.625) LC-601 1937 $ ]3,879 7.752 $ 7,077 ' (CONDITION) LF 602 1888 ; 683 ' (CONDITION) (>>•875) (10.625) ' LC-803 1905 ` ; A,388 518 3 464 L�h604 (CONDITION) (38.125) (38.875) ' L -8�6 1928 $ 8,.573 � 3,650 S 3,530 L�� 07 (CONDITION) (74.375) (t3.125) E�°—�08 1955 s 7,844 � 5,685 S 5,590 ' L�p608 (CONDITION) (T9.375) U8.125) LC=��O. 1558 ; 4,884 � 3,881 � S 3,800 ' TOTAL 3 4},111 � 20,987 S 20,481 ' FINANCIN6 CNAR6E AT � 3 S; OF CURRENT VtLUE � 734 S 718 DEPRECIATION CNARBE AT 1.25Y. OF REPRO. COST'. � 514 S 514 IANNUAL RENTAL CHAR6E � 1.248 S i,230 ' QUARTERLY RENU L CHAR6E i 312.00 S 307.50 , (f} FROM SCHEDULE LC=3 ' 1 , , ' � ' � 5CHEDULE LC-9 � ' and ! ' ` u SCHEDULE LC-10 � � ' All City sewers used to convey Little Canada's sewage ' � are combined aewere, therefore the last paragraph of Section 5, Subdivision 3, � • and Schedules LC-9 and LC -10 do not apply to the Village of Little Canada. ,_; � ': �J � � e . . ' .. , � � � , � � � V� � � � � � .. � � � � . .� . . , . . � . . . . . � . � �. . � .. � .. . . 4. � + � .. . . . . • . - . . . � . . . . ti...., � . . . . � . . . � � . � '.. . .. � ' . 1 � ! ; . . � ` .�:� _ Q � � ��` ', �,, ; i� � ""' SCHEDULE LC-11 ; �� MINNEAPOLIS-SAINT PAUL 5ANITARY DISTRICT ' `�' � SEWAGE TREATMENT PLANT ' 1 CAPITAL ADDITIONS, 1938-1961 �� Value as of December 3I, I964 I ; .. . , � � e Trended Trended Original ! Capital Trend Original Condition Cost Less � Year Additions�a� Factor �b� Cost Percent�� Depreciation '� $ $ % � � i: �1� �2� �3� �4� �5� �b� i 1938 � 4, 725. 60 2. 971 14, 040 33. 75 4, 740 .�; 1939 3, 199. 81 2. 948 9, 430 36. 25 3,420 1940 8, 329. 39 2. 918 24, 310 38. ?5 9, 420 � 1941 4, 356. 62 2. 874 12, 520 41. 25 5, 160 • � 1942 3,969. 44 2. 831 1�, 240 43. 75 _ 4, 920 1943 680. 37 2. 845 1, 940 46. 25 900 :�' 1944 971. 99 2. 803 2, ?20 . 48. ?5 � 1, 330 ; ,.. 1945 3, 686. 28 2. ?49 10, 130 51. 25 ` 5, 190 ' `� 1 46 1 222. 69 2. 497 3, 050 53. ?5 1, 640 ! � 9 � ! 1947 7, 664. 41 2. 052 15, 730 56. 25 8, 850 " 1948 (19, 446. 36) - (19,450) - (I9, 450) ,� � 1949 10, 160. 11 1.'753 17, 810 61. 25 10, 9I0 � 1950 23, 802. ?0 1. 649 39, 250 63. 75 25, 020 i �� 208 082. 3 1 . 527 317 740 66. 25 210, 500 ; � 1951 , 9 , ' 1952 14, 051. 56 1. 497 21, 040 68. 75 14,470 1953 18, 792. 72 1. 398 26, 270 ?1. 25 18, 720 '�y' 4 24 528. 94 1. 349 33, 090 73. 75 24,400 � 195 , ; 1955 6, 20i . S�d� 1 . 283 ?, 960 76. 25 6, 070 ;� 1956 128, 193. 22�e� 1. 210 155, 110 ?8. 75 122, 150 1957 15, 734. 81�f� 1. 143 17, 980 81 . 25 - 14, 610 ; , 1958 12, 348. 50�f� I . 092 13, 480 83. 75 11, 290 � i� 1959 4, 077. 17�f� 1. 059 4, 320 86. 25 3, ?30 ? � ` � 1960 34, 173. 68�f� 1. 049 35, 850 88. ?5 31, 820 �� 1961 34, 872. 82�f� 1. 038 36, 200 91. 25 33,030 ! � Total 554, 381 . 29 8�1, 760 552,$40 ` (a) Based on Sanitary District records of original cost. I (b) Based on Sewage Treatment Plant Trend Factors, Schedule LC-1 ' I (c) Based on estirnated 40 year life of facilities with depreciation at 2. 50% per year. (d) Excludes land acquisitions. � (e) Excludes land acquisitions and program of research and inveatigation. '"�' (f) Excludes program of research and investigation. �Tri r � � SCHEDULE LC-12 MINNEAPOLIS-SAINT PAUL SANITARY DISTRICT 5EWAGE TREATMENT PLANT DECEMBER 31, 1964 VALUE � Facilities Constructed � � Prior to December 31, 1961 Original Construction Cost of Sewage Treatment �� Plant 1935 to 1938 $ 4, 044, 3I5 Obsolescence and Retirements to December 31, 1964 666, 378 �` Construction Cost Less Obsolescence and Ret}'r ments $ 3, 377, 937 � Weighted Trend Factor to December 31, 1964`a� 3. I20 Trended Original Cost $ 10, 539, I60 �' Condition Percent�b� 33. ?5% Trended Original Cost Less Deprec iation of Original 1935-1938 Construction $ 3, 556, 970 � Federal Grant Credit on Original 1935-1938 Constru�tion at 27. 5%�� 978, 170 December 3i, 19�4 Value of Origina� �onstruction � $ 2, 578, 800 � Value of 1938-1961 Capital Additions d $ 552, 840 Land Acquisitions 1938-1961�e� $ 246, 220 Program 'of Research and Investigation �; (to December 31, 1961)�e� $ 502, 660 � Total December 31, 1964 Value of Minneapolis-Saint Paul Sanitary District Sewage Treatment Plant, for Construction prior to December 31, 1961 $ 3,880, 520 � Suburb's Ca ital Apportionment 0. 606 MGD �f� x $3, 880, 520 = $ 10, 78? � 218. 0 MGD . ! (a) Based o� Sewage Treatment Plant weighted Trend . _ Factor, Schedule LC-3 (b) Based on estimated 40 year life of facilities with depreciation at 2. 50 ' percent per year, from 1938 to December 31, 1964 from Schedule ` � (c) 27. 5% Based on: y Total 1934-1938 Construction Costs $10, 714, 350 Total Federal Grants 2, 942, 565 " Federal Grants expressed as percent of total 1934-1938 construction costs 27. 5% � (d) Based on Schedule LC-11 (e) Original Gost. (f) Schedule LC-13 - V �A � � • . � . . . � ; . � � SCHEDULE LC-1� ' BASIS FOR DETERMINTNG SUBURB'S SEWAGE TREATMENT PLANT CAPACITY REQUIREMENTS � , (For purpose of this agreement use the values estimated for 1970 as given in "Metropolitan Saint Paul Sanitary Sewerage Report" dated May 8, 1964). , � Domestic Comm'1. & Ind. Sewereci Sewage Waste Infiltration Total District Population MGD MGD MGD MGD , LC-1 2, 600 0. 156 0, 040 Oo 124 0. 320 � LC-2 1, 150 . 069 o O10 . 061 . 140 LC-3 1, 250 . 075 . O10 . 0 6 1 . 1 4 6 l5, 000 0. 300 0. 060 0. 246 0. 606 1 t 1 I � l 1 ! � 1 � ' LC ,,,,� SCHEDULE -14 � , BASIS FOR DETERMINING SUBURB'S CAPITAL APPORTIONMENT IN NEW M. S. S. D. SEWAGE TREATMENT PLANT � (See Section 5, Subdivision 5 of Agreement) 1; At the time of this agreement the new M. S.S. D. sewage treatment is Z� under construction and only partially completed and in partial operation. The actual costs of this plant cannot be known until the work is finished. �-- f ru tees of the M.S. S. D. b Resolution On'April 25, 1966 the Board o T s Y No. 1124 adopted a revised estimate of total cost of �27, 150, 000. 00. Thia � estimate represents net coet after deducting anticipated Federal grant moaey. �: Suburb's capital apportionment shall be based on this eatimate. Adjust - � ments with appropriate additions or credits to Suburb ahall be made when final �.: costs are audited. � uburb's Ca ital A ortion New M. S. S. D. Sewage Treatracient Plant S p PP � 0. 606 MGD� x 27, 150, 000. 00 = $75, 4fi2 $ 218. 0 MGD � � � �. � � � � ■; � � � � � �_: ,� � � - . . . I ' I � I � � � � . . � � . . � � � . � �' i , � Schedule LC-13 � I � . � � � I � 1 rSCHEDULE LC-15 ' CREDIT FOR CAPITAL PAYMENTS � This schedule does not apply to Little Canada as no payments were made , prior to July 1, 1965. � � � 1 i ! � � 1 � I 1 . � ' � SCHEDULE LC-16 , CREDIT FOR DIRECT CASH CONTRIBUTIONS TOWARD ' CONSTRUCTION COST OF JOINTLY U5ED FACILITIES � ' Does not apply to Little Canada as no direct contributions wexe made by Suburb towards construction cost of �ointly used sewers for conveying sanitaxy , sewage. ' ' ' ' � , ' � � ' 1 1 1 , t � � SCHEDULE LC-17 ` SUMMARY OF TOTAL CAPITAL APPORTIONMENTS & CREDITS rCapital Apportionxnents - (Section 5 of Agreement) � Title R ef. Schedule Amount MSSD Interceptor Subd. 2 LC-5 $22, 753 � Jointly Used City Sewers Subd. 3 LC-10 None � Existing MSSD Sewage Treatment Works Subd. 4 LC-12 10, 787 � New MSSD Sewage T reat- ment Works Subd. 5 LC-14 75, 472 � Total �,pportionments $109, 012 � Capital Credits - (Section 9 of Agreement) None Net Capital Apportionment $109, 012 � (Quarterly Payments if paid in 120 equal installments - � see Subd. 2, 5ection 5) $ 1,472 � In addi�ion to this quarterly payment there is a rental charge, as shown on Schedule LC-8, which varies fro�n $360. 75 in 1965 to $307. 50 per quarter in 1977. � � � � � �