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238094 n ORIGINAL TO CITY CLFRK CITY OF`�� PAUL COUNCIL ��6A OFFICE OF THE CITY CLERK FILE N�'. O NCI E OLUTION—GENERAL FORM PRESENTED BY � •� COMMISSIONE DAT RESOLVED, By the Council of the City 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 City of Saint Paul and the Village of Falcon. Heights authorizing the interconnection of public sewers, a copy of such agreement being attached hereto and incorporated herein by reference; be it FUR.THER 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. FORM�APPROV �D� G Asst. Corpora ion ounsel ,�� 1 � 1g68 COUNCILMEN Adopted by the Council 19— Yeas Nays Carlaon �� '� ��g Dalglish � Approved 19�_ Holland _In Favor Meredith . 1 _n_�„_,.� V ,�1t!!� Mayor A gainst Tedesco ��''��`:_�:::�' PUBUSHEC� APF' �- l 1968 A[r:Vsce Presideat (1'�Eereon) O ��; ,x , d ��; � � , � � AGREEM�ENT ; i ,';� ; � THIS AGREEMENT, made and entered into as of the 15th j � day of �,nril _ , 1968, by and between the City.of Saint Paul, a � municipal corporation in the County of Ramsey, State of Minnesota, hereinafter ' � , for convenience of reference designated as the City, and the Village of � � , � � Falcon Heighta __, a municipal corporation in the County of Ramsev � , , State of Minnesota, which for purposes of convenience of reference � 7� will hereinafter be designated as the Suburb, i � WITNESSETH: ' �. � SECTION 1. PURPOSE. � , �r ( The City of Saint Paul and tk�e Village of Fal�on Heights � have heretofore entered into an agreement (agreements) reflected by concurring � ordinances heretofore adopted by the City and Suburb pertaining to the inter- I � , connection of sanitary sewers. It is the intent of the parties hereto that this i: � agreement shall supersede all prior agreements between the parties except as � herein otherwiae provided. It is the further intention of the parties hereto that , the permis'sion and authority heretofore granted by the City to the Suburb to � construct and thereafter operate and maintain a suitable connection or connec- � ' tions to the sewer systsm of the City, which connection or connections must be - made in accordance with conventional engineering standards approved as to ' construction location and elevation b the Commissioner of Public Works of , Y ' the City of Saint Paul, is hereby continued. uuder and pursuant to the provisiori� of this agreement subject to all the terms and conditions hereinafter expressed. . . � ,� � -1- , , , SECTION 2, DEFINITION OF TERMS. � 1, "Adjusted dry weather volume" of sewage contributed by the suburb means the total rneasured volume of sewage recorded by the sewage aneters (or iotherwise estimated where sewage flows are not metered) adjusted to reflect , Minneapolis-Saint Paul Sanitax°y District apportionment practice as provided in Sub3ivision 2 of Section 7 of this Agreement. Where the adjusted dry weather � volumes vary by five pex°cent (5%) or less from the actual measured voluanes , recorded by the aneters, the volumes recorded by the meters shall be used in lieu of the adjusted dry weathex° voluanes, ' 2, "Chief Engineer" a�f the City means the Chief Exagineer of the � Departmea�t of P�zblic Wox°ks of the City of Saint Paulo 3, "City conveyance sewer system" is defined for purposes of thi� , agreement to be all sewers in the City public sewer system 36 inches or larger ' in diameter (or having capacity equal or greater than a 36- inch diameter sewer when on the same slope if the section is other than circular) except that only those , saa�drock tunnel sewers having dimensaons greater than 2 feet 6 inches wide and � 6 feet 0 inches high shall be considered as part of the conveyance sewer system. 4, "City" means the City of Saint Paul, Minnesota. ' 5. "Coanbi��.ed Sewer" ane�,ns a sewer receivang both surface runoff and , sewageo 6. "Construction Cost Index" shall be the U. 5. Public Health Service ' 5ewa e Treatment Plant Index com iled for the Minnea olis area when used in g P P , � -2- , ' � connection with sewage treatxnent plant costs and shall be the U, S. Public � Health Service Sewer Co�struction Cost Index compiled for the Minneapolis � area when u�ed i?n coa�nec��om with sewerage facilities constructed after I930. For sewerage facilities constructed prior to 1930, the Engineering News Record ' Constructio�a Cost Index �hall be exnployed to calcuzlate costs at a 1930 level and , the U, 5e P�zblic Healt.h Service Ia�dex shall be u�ed to update the 1930 costs to c�zrrent level�o � 7< "Depre�bation" shall be comptzted ort a straight-line basis with no � allowa�ee for salvage ��.laxe ar�d a forty year life for sewage treatment works and an eighty year life for �ewex°�, `�'i�e elepx°eciation rate is two and five-tenths percent ' 2. 5 o er ear for sewa e treatme�� works and one and twenty-five one- � % ) P Y g ' hundredths pex°cent (1 0 25%) per year for sewers. 8, "Existing M. S. Se D. Sewage Treatment Works" means the treatment i facilities of the M. S.S. D. constructed or acquired during the period November 1, ' 1933, to Deceanbex° 31, ].961 , ' 9. "�ointl�r-�used �i�y Sewer S}rstem" or "Jointly-used System" means all of the sewers and �.pp�xrtenancPs whi�h are a part of the public sewer system ' of the C�t}r of S�.x�t Paaxl and wkii�h receive or co�vey sewage from the public � sanitary �ewer �s�ste�n of the Syzbixrbo 10, "Maxianugn allowable rate of discharge" is the maximum instantane- � ous rate of flow that the Subux°b xn�.y discharge into the Czty �ystem at a specified , point of connection, ' m3e ' , � 11. "M. S. So Da 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 Mo So S. D, sewage treatment works. ' 12, "M, So S. D, " means the Minneapolis-Saint Paul Sanitary District organized and existing under the provisions of Minnesota Statutes (1965), � Chapter 445, and as �aid Chapter may be amended from time to time. � 13. "New M, Se S. D, Sewage Treatment Works" means the treatment facilities of the M. Sa S. Do constructed or to be constructed after December 31, , \ 1961 , � 14, "Origi.n�.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 arnounts paid with anoney received as a direct grant ' from the United States Governanent. Where the contract costs are a part of the historical record but the engineering, inspection, legal and administrative costs ' are not so itemized9 an amount not to exceed ten percent (10°jo) 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 � facilit under inst�ntaneo�zs eak flow conditions when the contributing areas Y P ' are developed as assumed in the design criteriao Unless otherwise indicated � in this agreement, design rates of discharge shall be based upon estimated condition of full development or probable saturation development. ' 16. "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 facility, � ' -4- � � �. � � 4,r�'". � 17. "Reproduction cost" of a facility is the total estimated 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 original cost of ' a facility or the contract cost of a facility are available as a matter of histor- � � ical record, reproduction cost shall be calculated by trending the original � cost to current price levels through the use of an appropriate Construction � Cost Index. Where the original cost of a facility is not available as a part of historical record (the facility having been part of a lump sum contract � containing other facilities not applicable hereto) the reproduction cost shall � be estimated directly using methods conforming to current engineering 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- after provided for, reproduction cost shall be based on price levels prevail- � . in at the time of said supplemental agreement. � � 18. "Sanitary Sewer" means a sewer which carries sewage and �I to which storm, surface and ground waters are not intentionally admitted. � � . I 19. "Suburb" means the Villa�e of Falcon Hei�hts � i � 20. "The total annual dry weather volume of sewagQ from the City i i and its connected suburbs" is the calculated or theoretical volume used by ' �L ' the M.S. S. D. in apportioning M.S. S. D, expenses between the Cities of i i � i Minneapolis and Saiat Paul. In determining this volume, it ia the present i I � ,� ' -5- �� ' ' practice of the M, S, So Do to average the daily measured sewage flow from � the City and a1T of its connected suburba on dry weather days on which no meter 1 difficulties are experien�ed and which are otherwise determined by the M, S. S> Do to be representaCive days and multaplyang this average by the ' number of days in the year, � SECTION 3. GENERAL CONDITIONS. ' 1. Ia� considex°at�on of the covenants and agreements herein set forth, the City her°eby grants to the Suburb permission and authority to construct � and thereafter maintain and operate certain connections, as hereinafter spec- ' ified, joani�g the public �anitax°y sewer systean of the Suburb with the public sewer system of the City, subject to all of the terans and conditions of this � agreeanent as hereinaft.er expressed. , 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 ' systern and shall convey onl�r sas�itary sewage consisting of water-borne , wastes frorn residences, institutions, and industrial and commercial estab- lishments, The Suburb �ha119 by the adoption and employment of suitable , method�, effect acceptable st�.ndards to exclude rain water from roofs, ' yards, l�.wa�s, foundation drains9 parking lots, streets aa�d alleys from its sanitary sewers and to exclude cooling, refrigeration and air conditioning 1 water or other unfouled waste water from its sanitary sewers and shall , effect minimuxn acceptable standards as to the amount of infiltration of surface and ground waters entering its sanitary sewers. , , -6- Isi • � 3. . The Suburb shall, by the adoption and employment of suitable methods, effectively prohibit from its public sanitary sewer system wastes � . ~ which may directly or indirectly impair the structural durability of the sewer � � system or its hydraulic�functioning and wastes which may have a deleterious ' effect on the sewage treatment plant structures or processes, and wastes � i � , ,' � � � whose pollutional effect is not mitigated by ordinary sewage treatment plant : j i � � processes and whose presence in the receiving stream would violate state , ; �• or interstate standards of water quality and wastes whose presence in the ; i sewers could create a hazard to public health and safety. In determining the ! i � � Suburb's responsibility under this subdivision, the Suburb shall be subject to �' 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 ( � t standarda or regulations as may be imposed upon the City and its users by,the ,.� r s � M.S. S. D. ; ' � 4. The Suburb shall not allow any extension of its sanitary sewer system � � i �� or any extension of sanitary sewers connected to its system beyond the authorized �� limits of service designated and described on Exhibit FH-A which is attached to :.� and is hereby made part of this agreement. The Suburb may allow sanitary sewer. � � � systems outaide its corporate limits to be interconnected��and drained through its � system provided that all areas served by such system are wholly within the �� r � authorized limits specified on the above described Exhibit FH-A and further , ; � rovided that said s stems and areas shall be fully subject to all of the provision`s, P Y � 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 k Q � _�_ . � . � � . �. . . . . ... .. . � . ._...__--_ �.�� . ... .. n,^.s,+sn�t!!�T= � ' 5. The City and the Suburb have heretofore designated place(s) of � �' connection of the sanitary sewers of the $uburb with the public sewer system � e tion oint s is are desi nated and de�cribed on the . of the City. Said conn c p O ( ) g � aforementioned Exhibit FH-A , The maximum allowable rate of discharge from the Suburb's sanitary sewer system into the City's system at each of � ' al cified on the aforementioned � the designated connection points is so spe � Exhibit FH-A , The Suburb shall not at any time allow sewage or other liquid to be discharged into the City'a system at rates in excess of the � maximum allowable rate of discharge. . � 6. The anthorized limits of service, the designated place(s) of con- nection, and the maximum allowable rates of discharge as set forth in the ' � aforementioned Exhibit FH-A constitute an essential part of the funda- � mental baeis of this agreement and its provisions for charges and payments. These limitations shall not be exceeded and no change shall be made therein � ' , 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 j � exhibit or schedule which is a part of this agreement and such revisfons j � 1 shall properly ehow the basis and amount of change in charges ir�cluding � � � then applicable interest ;ates payable by the Suburb. All revisiona in ` � . ! exhibits or schedules shall be prepared in such manner as to clearly show ; � � � the original amounts, the revised amounts, the authority for the revisioas, i �and the date thereof. Any revised charges ahall be based upoa the same ; � � � � I formulaa_as used in this agreement. � � � � -8- . t ' I7. The Chief Eng�neer 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- � struction, as well as the operation, of the sewer system in the Suburb at � any time to see that the same is being constructed and operated according to plans and specifications and operated in compliance with acceptable 1 munici al ractice and that the a reement herein contained is bein complied P P g g Iwith 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 � saane 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 Suburbo 8, Dazring 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 Suburb. t � ' -9- � � 9� 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 submit to the City on or before January 31 of each year9 a statement of the total number of connections to the Suburb's , sanitary sewer systean existing as of January 1 of each year, together with � such supporting data (e. g. the number of connections in various size classifications) as may be required by the City or the M. S. S. D. Suburb � agrees that no impounding devices or impounding of sewage will be permitted � in its sewage collection system 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. S. S. 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. In case any unreasonable obnoxious odors or gases shall tdevelop 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- i � with such notice within a reasonable time shall constitute a cause of action � under Sectbon 6 of this agreement. , SECTION 4. MEASUREMENT OF SUBURB'S SEWAGE FLOW. 1 , To aneasure the volume of sewage discharged from the public � sanitary sewer system of the Suburb into the public sewer system of the � City, an accurate sewage metering device shall be constructed and main- tained at each connection point. The metering device shall be equipped � with a reanote registering and recording mechanism housed in a suitable , �tructure which indicates and continuously records the rate of flow, and , which aneasures 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 expens e o 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 1 the Chief Engineer and the Commissioner 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 xnainte- , 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 ma deem necessary or desirable. However, no changes Y � or adjustments shall be made unles s the Chief Engineer of the City or his , designated repx°esentative is present. 6. The City may make calibration or accuracy tests of the metering � device at such tianes as the City may deem desirable. Any time it has been 1 determined that the sewage metering device has not properly measured the volume of sewage cont�°ibuted by the Suburb, an ad�ustment 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 satisfactor� to the City and the Suburb, shall be selected as an 1 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 Iit 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 metering device and the basis to be used in estimating �'? the volume of sewage are fully described in Exhibit FH-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 a reement. � � 2. The Suburb shall pay the City a capital charge for those portion� of the M. S. S.D. interceptor sewer, which the City is entitled to use, which � are used to conve the Suburb's sewa e to the sewa e treatment nt. y g g pla The 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 � val e ' . u that the Suburb s peak deaign rate of discharge through the segment . • � bears to the total capacity available through the given segment. Credit � � 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 � Schedule FH-12 . The calculation of the Suburb's capital apportionment • for each facility applicable under this subdivision is set forth in detail in � � `-` Schedule FH-5 which is attaehed hereto and is hereby made a part of this ' ' agreement. The total apportionment shown thereon may be paid by the , ,_, � , � � Suburb as a lump eum; or it may be paid in 120 equal quarterly payments � , �, �--� i -13- � � �, � which include interest on the unpaid principal balance at the rate of three . -- and five-tenths percent (3. 5°fo) per annum (computed quarterly).. The first � ;... such quarterly payment shall be for the quarter ending September 30, 1965 � , Payments shall be made quarterly thereafter until principal and interest are fully paid. Suburb shall have the right af prepayment of the '� unpaid principal balance, or any part thereof, at any time without penalty. i , ��, � If the payment of such sum is paid in 120 equal quarterly installments, each such installment shall amount to one and thirty-five one-hundredths perceat ',� . (1. 35%) of the total apportionment. '� B a in such charge for the M.S.S. D. interceptor sewer, the YP Y g Suburb is acquiring the permanent ri�ht to use a portion of that capacity � which the City is presently entitled to use, said capacity rights being equal '� to the peak design rate of discharge used in computing the capital appor- � tionment, all as set forth in detail in Schedules FH-4 and FH-5 . ,■.�j of this agreement. � 3. The Suburb shall pay the City a capital charge for each City sewer used to conve.y Suburb's sewage from the point or point� of connec- tion to the M. S. S. D, interceptor sewer. Some of these sewers may con- � . . sist of combined sewers which were desi ned and built for the primary 8 � purpose of collecting or conveying sanitary sewage and storm water from � areas within the City's corporate limits. Therefore, there is no substantial � ca acit thereinwhich 'isinexcessoftheCit 's resent and future capacity P Y Y P �� . -14- � . � � � � 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 in the future each ' � I segment of combined sewer will continue to be available for the conveyance +,� of sanitary sewage. Consequently, the use of said combined sewers by ' 4� �.a the Suburb for conveyance of sanitary sewage is regarded under this` i � �,,., agteement as a temporary expedient exercised for the convenience of the • � Suburb in the interest of preserving the public health and welfare, For the temporary use of those segments of the jointly-used City sewer system � desi nated as combined sewers, the Suburb shall pay the City an annual g � rental charge based upon a depreciation charge of one and twenty-five one- � hundredths percent (1. 25%) per year of the reproductio�i cost of the Suburb's � �-- apportionment in each segment as calculated in Schedules FH-� and . �. � FH-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 FH-7 � and FH-8 which are attached hereto and are hereby made part of • this agreement. No equity or ownership rights shall accrue to the Suburb i `�' in any facility rented under this paragraph; however, in the event that � such rented capacity subsequently becomea permanently available to the ._..� Suburb, and is purchased by the Suburb, the amount of the depreciation � tal under this subdivision shall charge paid the City by the Suburb as ren � .�. . � -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 • � years from the date of this agreement as calculated in Schedule FH-6 Where the City sewers used to convey Suburb's sewage are separate � � sanitary sewers, or are otherwise designated or determined to be of such �. ` i :� nature or condition that permanent capacity rights are available to the Suburb, the Suburb shall pay the City a capital charge as hereinafter j � ' specified. For such sewers, the Suburb's capital apportionment in each . � � � i 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 � through the giv en segment. The calculation of the Suburb's capital � �� apportionment for each facility applicable under this paragraph is set ' ' i forth in detail in Schedules FH-9 and FH-10 which are attached ' t � hereto and are hereb made a art of this a reement. The total a ortion- � . Y P g PP � ment shown thereon shall be paid to the City in the eame manner as pro- � � � � vided for the M. S. 5. D, interceptor sewer in Subdivision 2 of this sectio�i. � 1 Except as above provided for combined aewers, the Suburb� through pay- � � 1 ment of this capital apportionment, is purchasing a permanent right to j . � � � } ; � -16- � � � , I � � � . use each segment of the jointly-used City sewer system which it �_; uses in the proportion that its peak design 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 City sewer system is shown on Schedule FH-10 � '!` of this agreement. The Suburb's share of capacity of each segment of the . � •� � jointly-used City sewer system is shown on Schedules FH-9 and FH-10 of this agreement. � 4. The Suburb shall pay the City a capital charge for • � � existing M.S. 5. D. sewage treatment works which the City is presently � entitled to use. The present depreciated value of the existing M.S. S. D. . � sewa e treatment works has been calculated for purposes of thie agree- 8 � ment on Schedule FH-12 , which is attached hereto and is hereby � �� made a part hereof, and is determined to be $3, 880, 520. 00. In , � determinin the resent de reciated value of this facility, land purchases g P P '� and the program of research and investigation prior to December 31, 1961, shall be included as shown on the aforementioned Schedule FH-12 � `' Credit shall be given for federal grants in the same proportion as , � the amounta of such grants were to the original costs of auch facilitiea . . as shown on Schedule FH-12 . The existing M. S. S. D. sewage � � � � � -1?- . � � treatment works, being incorporated into and made an integral part of the � ex anded treatment facility is considered for purposes of this agreement P � 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 , works shall be that percentage of the present depreciated value that the iSuburb's �sewage treatment plant capacity requi�ements bear to the total annual �average capacity of 218 million gallone per day. The basis for ' inin the Suburb's sewa e treatment plant capacity requirement is determ g b tset forth in Schedule FH-13 and for the purposes of this agreement said requirement is agreed to be an annual average capacity of 0. 640 � ; � ' million gallons per day. The Suburb's capital apportionment shall be paid � in the same manner as provided in the firat paragraph of Subdivision 2 of � this section. � � 5. The Suburb shall pay the City a capital charge for the new � . M.S.S.D. sewage treatment worka 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 providirig thE facYlity that tlie 3uburb�� sewage � treatment plant capacity requirements bear to the total annual average . � plant capacity as provided by the M.S.S. D. The Suburb's sewage treat- ment plant capacity requirements shall be as specified in .Sulidivision 4 � of this Section. The sewage treatment plauit capacity requirements of ' � the Suburb as determined under this Sectioa and as shown on Schedule , FH-13 of this agreement have been determined on a relatively � ,. � . -18- - ' � � . . � .. . . ; . i ishort range basis and are less than the total future capacity requirements ' of the Suburba At such time as the sewage treatment works are to be enlarged by the M. S. S. D, or at such 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 increasing the Suburb's capital cost apportionment for sewage � treatment works. The Suburb shall not permit the "adjusted dry weather � volume" of sewage discharged into the City system to exceed the capacity for which it has been appox°tioned capital charges in the new M. S, S. D, sewage � treatment workso � The Suburb agrees to participate in proportion to its capacity requirements in any additional capital expenditures required to be spent , b the M. S. S. D, for additional de ree of treatment or other future capital ' Y g 1 expenses which the M. S.S. D. may incur for the use and benefit of the City and the Suburb. � The costs of preparation of the "Comprehensive Sewage Works ' Plan" prepared under Chapter 882, Minnesota Laws 1963, shall be included as part of the costs of the new M. S. S. D. sewage treatment facili�ies as � permitted by the terms of such Chapter 882. � Federal, state and other grants for anynew District or City faeili- 1 ties, received after December 31, 1961 (including new District treatment � facilities shall accrue to the benefit of all munici alities which use the ) P , particular facilities for which the grant is given. r -19- , � � The capital cost apportionment to the Suburb for new M.S. S.D. sewage treatment works as of the date of this agreement, and the basis � . • of its calculation are set forth in more detail on Schedule FH-14 hereto � attached. The Suburb's capital apportionment shall be paid in the same manner as provided in the first paragraph of Subdivision 2 of this section. � 6. The Suburb shall pay the City a charge for the Suburb's share � '� of the operation and maintenance expenses of the City conveyance sewer � system. The total annual cost of operating and rnaintaining the City con- veyance sewer system ahall be divided by the "total annual dry weather � volume of sewa e from the Cit and all of its connected Suburbs", as deter- ' g Y , mined by the M.S.S. D, in apportioning M.S. S.D. expenses to the City, �. yielding a unit cost per million gallona of aewage. This unit cost shall be . � ' applied, to the "adjusted dry weather volume" of sewage contributed by � the Suburb to compute the total charge to the Suburb under this subdivision. 7. The Suburb shall pay the City a charge for the Suburb's share of �=- the o eration and maintenance ex enses of the M.S. S.D. which are appor- � P p . . �i � tioned to the City and its connected suburbs by the M.S.S. D. The Suburb's { � , 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 ; f 7 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 � , i � that this program of sampling and analysis should demonstrate that the � � x � � � � , -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 ' works9 then the City may direct that the Suburb at its own expense shall perform such pretreatment 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 Biochemical Oxygen Demand � exceeds 350 parts per million by weight, or the total suspended solids exceeds 400 parts per million 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 stxength char- acteristics and the City may direct that the Suburb shall provide for the � pretreatment of such wastes. , Wherever the City may determine that such pretreatment of sewage is neither practical nor desirable, then said sewage or wastes of , extraordinary strength characteristics may continue to be discharged into ' the City sewer system; however, the Suburb shall pay to the City an addi- tional charge to compensate said City for additional costs involved in the � conve ance, treatment and disposal of these stron er wastes. The amount Y b , of the said additional charge shall be determined by the Council of the , ' -21 - ' , 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 fai.r 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 ay City a charge for Suburb's share of the costs P � 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 incurs in making 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 repaired 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 repair. Such flow shall be deterxnined by the installation of a weir or meter. � 10. 5uburb shall pay City a charge for Suburb's share of the costs � incurred and recorded by the City for administration and billing under this agreement. Such costs include record-keeping and preparing quarterly ' bills to suburbs and City engineering department expenses incurred in , routine meter reading and testing of m,ete�ing facilities of suburbs and for routine sampling and analysis of Suburb's aewage. Suburb's share of such 1 costs shall be determined on the basis of sewa e volumes, by dividin the g g � total annual costs by the total "adjusted dry weather volume" of sewage from all contracting suburbs, and applying this unit cost, expressed � as a rate er million allons to the "ad'usted dr weather volume" of P g J Y , 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. 5uburb 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 provisione of Subdivision 6 of this Section. Such charge is intended to compensate the City for expenses incurred by the � � -23- � � 1 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, 5everance Pay charges, vacation, sick leave, and holiday charges and for the services of City departments which � are not directl char ed to sewer o eration and maintenance including, Y g P � but not limited to, Civil Service, Purchasing, Corporation Counsel, City Clerk, Finance and City Comptroller. This overhead charge shall be � added to each quarterly billing fronz 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 amount to reimburse the City for services and is not � nor is it to be considered profit. � 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 im ose u on and collect from all users of its sewer s stem P P Y � 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 tM. S. S. D, and any statute or 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 jconditions 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 considered by it upon advice of counsel to � be most effective for the enforcexnent of this agreement, whether in the nature � of mandaxnus 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 or proper by any court of competent juris- ' diction. It is further mutually agreed by and between the parties hereto that � there shall be available 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 indzrectly 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 , the 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 discharge. The amount of each such charge . payable by the Suburb to the City shall be in the sum of One Hundred � aad Twenty Dollars ($ 120. 00 ) 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 i , provided shall 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 payable with such quarterly bill. � SECTION ?. USE AND ADJUSTMENT OF SEWAGE FLOW VOLUMES. 1. Whenever costs are apportioned to Suburb on the basis of sewage � e ent char es shall be made aad based u on the volumes, under this agre m , g P unit costs actually experienced during the previous year, until, an appropriate .� adjustment can be made. Adjuatments 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 between the unit �.. �- costa experienced and the unit costs used as the basis for billing duriag � the prior year. � 2. In computing the Suburb's share of operation and maintenance � expenses as provided for in Subdivieions 6, ? and 10 of Section 5 of this � . �. � -26- r ' ' agreement, 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 Suburb. The Suburb 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 City and its connected suburbs", if the Suburb's total volume of ' sewage based on such days varies more tha.n five percent (5°jo) from its � total volume of sewage when based on the actual measured volumes shown by the meter readingso � 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 � specified in Subdivision 5, Section 3 of this agreement, said allowable irates of discharge representing the extent to which the Suburb has pur- ' chased capacity rights under this agreement 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- ' ISECTION 8. BILLING AND PAYMENT. , For the privilege of discharging sewage into and through the jointly- used sewers and M. S. S. D, facilities and for the treatment of such sewage, ' 5uburb 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 rendered. Payments � due the City under prior a reements between the City and the Suburb sha11 g � be due and 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 Cit which shall become and remain the g Y g Y 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 for the period of sub�ect delinquency, and such interest shall become and ' be payable to meet such case i�n addition to the principal of the subject , billing, by said Suburb to the said Ci�y thereunder. ' 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 payments shall be all of the second or incremental � sewer rental payment as credited to City Account No. 0930R, plus 1 ' -28- _ � ' � �..., , � ' �.1 two-thirds of the sewer maintenance payment as credited to City Account � No. 0249R . The specific amounts to be credited are set forth on Schedule FH-15 �-�+ rb shall also be iven credit under this a reement for any The Subu g g � 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 � r uburb in the 'ointl -used Cit sewer s stem. to provide capaczty fo S � y y Y � Suburb's contribution to such construction contract shall be trended and u depreciated to its present depreciated value in the same manner as were � � 'fi amounts to be credited the sewer facilities under Section 5. The speci c � are aet forth on Schedule FH-16 � Suburb shall receive these credits by subtraction of the total amouat y `�� of credit as shawn on Schedules FH-15 and FH-16 frorn the �,. � total capital apportionment determined pursuant to Section 5 of this agree- ment. These capital apportionments and credits are shown on Schedule � . �� FH-1? � . , , � SECTION 10. EQUITY PAYMENTS. Any payment made by the : �, Suburb under this a reement toward capital outlay for existing and future g � 7Vi.S.S. D. facilities shall be deemed to give the Suburb the same kind of t� • . legal or equitable interest for permanent use as the City has in such • � M.5.S. D. facilities to the extent and in the proportion that the Suburb has from time to time paid for its share of auch facilities. � � • . :__. . � • :� � . . _29_ � , � SECTION 11. SUBURBAN PROPERTY DIRECTLY CONNECTED TO CITY 5YSTEM. 1 It is hereby agreed by and between the parties hereto des ite an thin P Y g � herein to the contrary that in each case where real prope:rty located in said 5uburb has been connected immediately with an abutting or adjoining public , sewer of said City or an extension of an such ublic sewer under the con- Y P � trol of said City for sewage drainage purposes under authority heretofore granted therefor by any resolution of the Council or by any ordinance of , said City or an a reement hereafter ado ted b said Cit and substituted Y g P Y Y , in lieu of any such resolution or ordinance of said City for and during the ' operative period of such authority, 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 12. 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 13. RESPONSIBILITY FO R CLAIMS OR ACTIONS FOR ' DAMAGES. The Suburb agrees to save said City of Saint Paul harmless from ' , -30- , ' any damage, cost or expense and fully indemnify said City against any � and all liability sustained by reason of the connection or the .maintenance of the connections hereunder between the said public sewer system of the � 5uburb 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 , public sewer system of roof water or storm water drainage. , SECTION 14. EXHIBITS AND 5CHEDULES. 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 la.st of said exhibits and schedules is as follows: , � ' , , � -31- ' , ' Exhibit FH-A = Limits of Service and Designated Connections. Exhibit FH-B Basis for Estimating Volume of Sewage. � Schedule FH-1 - Trend Factors, 1930 to 1964. Schedule FH-2 - Trend Factors, Prior 1903 to 1930. , Schedule FH-3 - Weighted Average Trend Factors. � Schedule FH-3a - Condition Percent - MSSD Treatment Plant. Schedule FH-3b - Condition Percent - Sewer Lines. ' Schedule FH-3c - Flow Variation Factors. ' Schedule FH-4 - Peak Design Rate of Discharge in MSSD Interceptor. Schedule FH-5 - Capital Apportionment in MSSD Interceptor. � Schedule FH-6 - Estimated Peak Rate of Dischar e in 1977. g ' Schedule FH-7 - Apportionment of Reproduction Cost, City Combined 5ewers. � Schedule FH-8 - Rental Charge for Use•of City Combined Sewers. Schedule FH-9 - Peak Design Rate of Discharge in City Sanitary Sewers. , Schedule FH-10 - Capital Apportionment in City Sanitary Sewers. , Schedule FH-11 - Value of MSSD Treatment Plant Capital Additions, 1938- 1961. � Schedule FH-12 - Capital Apportionment - MSSD Treatment Plant. Facilities Constructed Prior to December 31, 1961. , Schedule FH-13 - Suburbs Sewage Treatment �lant Capacity Requirements. Schedule FH-14 - Capital Apport�onment in New MSSD Treatment Plant. ' Schedule FH-15 - Suburb's Credit for Certain Capital Payments. ' Schedule FH-16 - Credit for Direct Contributions Toward Construction of Jointly Used Facilities. ' Schedule FH-17 - Summary of Total Capital Apportionments and Credits. ' -32- ' � � 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 � to the City and the users therein. � SECTION 16, ADJUSTMENT5 OF BILLINGS RENDERED IN 1967. ' All charges previously made by the City against the Suburb for any perxod after July 1, 1965, shall be computed and made in accordance wi�h ' 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. � This agreemernt is made pursuant to Minnesota Laws 1963, Chapter i874, Section 10, and shall be effective for a period of thirty (30) years � subject to a redetermination of its provision after the expiration of five (5) years from the date hereof and thereafter as provided by law. � SECTION 18, EFFECTIVE DATE OF AGREEMENT. iThis agreeanent shall take effect and be in force after the date of ' execution of the saane by the City Comptroller of the City of Saint Paul, which execution by the City Comptroller shall not be made until after , approval as to form and content of the agreement by the Board of Trustees � 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- ' ' terxns, provisions and conditions hereof and authorizing its proper officers to 1 execute said agreement, and the passage of a resolution by th� Gity Council of the City approving said agreement and authorizing execution of the same by the , proper City officers. It is further agreed by and between the parties heretp that this agree- � ment is subject to all of the terms, provisions and conditio�s of Ordinance No. ' ��gt�p , of the City of 5aint Paul, approved the 2�_ day of �aAbr�,ry , 19` 68 � Dated this day of , 196_. In Presence of: CITY OF SAII'�T PAUL ' BY Its Mayor � Its City Clerk ' Ita Commiasioaer oP Pnblic Works Approved as to form: �ountersi�ned: ' 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: ' By , Its ' Approved as to form: Its , Attorney , -34- ' . _ , � --� - , 1 15 14 1 ' ' , i ' , ' v ' ` P� � _pJp�!.._ _.. . r _ . � . y � I ' M ' — NOY� i r ST.iPAf/C �� 2p �� yl I . i � A �! �I ' ' —.- caa_ �cnw��ns w�t,� � _..- - w�t a � \HIBIT ��/`1 I4 � .N �� a � T. PAI�. AI� T� V�LAbE F � i HEIBHTS AtlTl�OfsRMrB TIE � ' � �CTIOM OF PI�IC SEwERS. > � � � � wrrNO�c �w�s oF so�vicE ' . cmr cF sr. w� � ueEc � � � FALCON iE16iiTS , j � fAiCL1TY COOE M1MlER j t . IIS� .IONT NT'ERCEPTiOR 9EINER ; ; IISiO FAt�ITY CCOE MIIlER � � _ _-_- °- --- -- -----,r� � ,, I owwuw� owra � \� . �� RMl10� O�tE 0� �IIi11�R�T100 , ' ...n...... �O. �1160 i :,�, :�� 10-IIQ� 1 f�; ;.�F'•'' ,'. _ t•y• ;:$;: \i 7 WIIIMUM•�LL01rABLE�� ' �� };. �arc a asa�uwc• i � ;� �s wo�wws vc� ;� i� i��o sao �oo �oo �oo `100 �•:i:�.j AM7IMUM ALLO�L[�•:•i , z ' 1�[OF dlqMll9t• ;:;_� ' i O n�daoo a�uows Pc� . « o�r. ' t � � : 1 / ' Sw4 �� D�ihef . �^ i :.�:.:.�:_: � 1 __�: ! � � � EXHIBI'I' F�i-B � BASIS FOR ESTIM,ATING VOLUME OF SEWAGE ' The xnain connection to th� Village of Falcon �eights public sanitary sewer system to the City of St. Paul public sewer system is at the intersection of Hoyt and Hamline Avenues. A measuring and recording device is now provided � for this connection and is located on Hamline Avenue just north of Hoyt Avenue. There are two other connections of the Falcon Heights public sewer system � to the St. Paul public sewer system and these are located at (1) Hoyt Avenue at the east side of Snelling Avenue and (2) at Hollywood Court at the west side of Snelling Avenue. These two connections are not metered. The areas tributary � to these two unmetered connections are delineated on the preceding Exhibit FH-A. In lieu of ineasuring the volume of sewage from these two areas the volume may � be estimated at 300 gallons per single-family residential connection per day and 200 gallons per apartment living un�t, per day. The amounts so estimated shall be added to the measured volume of sewage in determining the total adjusted dry � weather volume of sewage contributed by the Suburb. At any time that the City or the Suburb indicates that in their opinion the above described method for estlxnating the volume of sewage from unmetered areas no longer approximates � with reasonable accuracy the true and correct usage made of the system by said areas in Falcon Heights, then the total annual water consumption from public supplies and private wells for all the properties tributary to the unmetered con- � nections may be used to approximate the volu�ne of sewage. � � � 1 1 � � � �� - � I� � SCHEDULE FH-1 � TREND FA CT ORS i930 to I964 � Sewa e Treatment Plant � Sewer Construction I� � Trend Factor Trend Factor ; y_ear Index December 31, 1964 Index December 31L1964 � 1930 31. 0 3. 681 33. 3 3. 634 i� j 1931 29. 4 3. 881 31. 9' 3. 793 i - 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. 841 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 � 1 41 39. 7 . 2. 874 , 41. 0 2. 95I 9 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. ?63 � 1945 41. 5 2. 749 45. 0 2. 689 1946 45. 7 2. 497 50. 4 2. 4�1 1947 55. 6 . 2. 052 60. 5 2. 000 1948 65. 1 1 . ?53 68. 7 1. 761 1949 65. 1 1. 753 70. 1 1.. ?26 � 1950 69. 2 1 . 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. 7 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. ? 1. 059 117. 0 I. 034 1960 108. 8 1 . 049 117. 8 1. 027 1 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 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. Note: Trend factors based on U. S. Public Health Service Division of Water Supply � and Pollution Control Cost Indexes for Minneapolis. • � ,. �� j !� � � � SCHEDULE FH -2 i . ' ! TREND FACTORS � ' Prior 1903 to 1930 Trend Factor Adjusted Trend �,� ENR to 1930 Factor to Derbe�mber 31, Year Index Average 1964� '� Prior 1903 87�a� 2. 333, 8. 478 1903 94 2. 160 7. 849 � 1904 8? 2. 333 8. 478 -� 1905 91 2. 231 8. I0? 1906 95 2. 137 � 7. 766 , 190? 101 2. O10 ?. 304 190$ 97 2. 093 7. 606 1909 91 2. 231 8. I07 ' 1910 96 _ 2. 115 7. 686 . 1911 93 2. 183 ?. 933 � �912 91 2. 23� 8. �07 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 ' 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 Construction Cost Indexes. Adjusted from 1930 average to December 31, 1964, based on U. S. Public Health Service Sewer Construction Index � for Minneapolis, Schedule FH-1. � � • , � SCHEDULE FH-3 WEIGHTED AVERAGE TREND FACTOR � j Basis of Trend Factor Weighting for Minneapolis-Saint Paul Sanitary District Facilities �� Treatrr�ent Plant Joint Interceptor Contract Percent Contract Percent � Year Cost�a� of Total Cost �a� of Total � $ qo $ ' �� 1934 2,406, 746. 70 -:J. 0? 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. 38 . 1938 131, b86. 80 3. 62 l lg,476. 82 1. 99 ;� � Tptal 3, 634, 372. 37 100. 00 6, 006, ?80. 02 100. 00 , Treatment Plant Weighted Average Trend Factors � � Wei hted Avera e Trend Factor�d� USPHS Percent To 19 1 To 1 o ecem er , • � Year Index�b� o Total Base Base 1964 Base 1935 3I.. 5 ?. 34 . 174 . 178 .266 � 1936 34. 9 50. 35 1. 077 1. 099 ` 1. 646 � � 1937 40. 1 38. 69 . ?21 . 735 � 1. 101 ' 1938 38.4 3. 62 . 070 . 072 . 107 100. 00 2. 042 2. 084 ' 3. 120 � 1951 74. ? 1952 76. 2 Jan. 1965 114. 1 � . � Joint �nterceptor Weighted Average Trend Factor Weighted Average Trend Factor�d� � USPHS Percent To 1951 To 1952 To December 31, � . Year Iad, ex��_ of� �ase Base 1964 Base_�_ _ � o 1934 32. 8 40. 07 . 969 • 979 1. 478 `- 1935 31. 5 � 36. 32 . 914 . 924 1. 395 1936 36. 4 19. 24 .419 . 423 . 640 ' � . 193? 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 o 5 121. 0 (a) Based on Public Examiner's Report of December 9, 1940. (b) Based on Sewage Treatxnent Plant Indexes, Schedule FH-1. � (c) Based on Sewer Constxuction Indexes, Schedule FH-1. . (d) . Base year index divided by annual index, timea percent of totaL � . � � i i . I I � I � , SCHEDULE FH -3a � . ' �CONDYTION PERCENT - MSSD SEWAGE TREATMENT PI.�ANT ! (To December 31, 1964) (1) � � . - Condition � Year ' Completed Percent (2) � � I938 • 33. 75 I � 39 36. 25 i 40 38. 75 � ; � i941 41. 25 �, y--+ 42 43. 75 � 43 46. 25 � � 44 48. 75 � 45 51. 25 ; i � 1946 53. 75 � 47 � 56. 25 � 48 58. 75 , 61. 25 � i � 49 � 50 63. ?5 , 1951 66. 25 � � � g2 68. 75 , i 53 ?1. 25 � � 54 73. ?5 . � `�' 55 ?6. 25 ! 'y � 1956 78. 75 , 3? 81. 25 58 83. 75 I � 59 86. 25 ! 60 88. 75 • � i . 1 � � iq61 91. 25 --� 6� 9 3. 75 , ! 63 96. 25 • � ` 64 98. 75 I �. � (1� Assuming facilities used from July lst of the year completed. j � I � � (2) Represents percent remaining undepreciated. { • ;. � . :'� � � • . - �� ' i� � SCHLDULF FH -3b � � CONDITION PER CENT - SEWER LINES (1) � (To December 31, 1964) � Year Condition Year Condition Year Condition Completed Percent S2) Completed Percent (2) Completed Percent (2) �� . . 1885 0. 626 1921 45. 625 1951 83. 125 22 46. 875 52 84. 375 � 1886 1. 875 23 48. 125 53 85. 625 �� ! 87 3. 125 24 49. 375 54 . 86. 875 � 88 4. 375 25 50. 625 55 88. 125 '� . 89 5. 625 I i 90 6. 875 1926 51. 875 1956 89. 375 �� 27 53. 125 57 90. 625 I�I�; 1891 ' 8. 125 28 54. 375 58 91. 875 ' 92 9. 375 29 55. 625 � 59 93. 125 �� 93 10. 625 30 56. 875 60 94. 375 94 11. 8?5 95 13. 125 1931 58. 125 1961 95. 625 � ' 32 5Q. 375 62 96. 875 1896 14. 375 33 60. 625 63 98. 125 97 15. 625 34 b1. 875 64 99. 3?5 98 16. 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 6$. 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 ' ? 28. 125 44 74. 375 -- : 8 29. 375 45 75. 625 i � 9 30. 625 � ; 10 31. 8'I5 1946 ?6. 875 � � 47 78. 125 a�� 1911 33. 125 48 79• 375 i 12 � 34. 375 . ' 49 80. 625 ' i 13 . 35. 625 50 81. 875 ' � 14 36. 875 i 15 38. 125 , i � 1916 39. 375 (1) Assuming facilities use.d from July lst of the year '� 17 40. 625 completed. - . '; � 18 41. 875 � 19 43. 125 (2) Represents percent remaining undepreciated. � 20 44. 375 � � i. � I i j _ I i . � 1 SCHEDULE FH -3c ; � _ FLOW VARIATION FACTORS FOR VARIOUS 5EWAGE FLOW VALUES , Flow Average Annual ! Variation Sewage Flow Limits � Factor MGD ' � . 4. 0 0. 00 to 0. 11 � 3. g 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 1. 50 to 1. 89 2. 8 1. 90 to 2. 29 . � �� 2. ? , 2. 30 to 2. 89 � '� 2. b 2. 90 to 3. 49 � 2. ,5 3. 50 to 4. 1 9 � 1 2. 4 ' 4. 20 to 5. 09 `` 3 . ,�,.3 , 5. 10 to 6. 39 . � 2. 2 6. 40 to 7. 99 � 2. 1 8. 00 to 10. 39 ; _ 2. Q 10. 40 to 13. 49 '' 1. 9 13. 50 to 17. 99 ° � 1. 8 18. 00 to 29. 99 1. 7 over 30. 00 � , I � ti , �� (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. ;; � � 1 ;i . � r � � � �� r . F� �� . . � � � , SCHEDULE FH-4 � PEAK DESIGN RATE OF DISCHARGE 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 , Falcon Heights � FH-1 4, 500 0. 337 0. 200 0. 537 0. 103 � Peak Discharge 0. 537 x 1. 7 = 0. 913 (sewage and wastes) + . 103 (infiltration) � 1 . 016 Total Peak Discharge - MGD � Average Discharge = 0. 537 103 � Total 0. 640 MGD � . � � � ' � � � 1 SCHEDULE FH-5 ' CALCULATION OF FALCON HEIGHTS' CAPI' IN THE MSSD INTERCEPTOR ' (SEE SEC. 5, SUBDIYISION 2 OF , FACILITY :M1 APP'ROPRIATED � OF TOTAL SUBURBS � CODE DESCRIPTION & LOCATI�ATED CAPACIT� AYAI UBLE CAPITAL N0. 'JE (3) CAPACITI APPa1Tl�NT , 100 101NT INT. ALONG CHILDS•�805 1.018 0.184 ; 1,648 � 110-110A SIPHON BY RESERVE ST. BR B29 �.018 0.184 7� 120 MSSD INT. UNDER MOUNDS p 039 1.018 0.174 1,483 � 200-200A 1T. INT. VIC. IIEtL066 Bl'�5 1.016 0.174 1.41A 300-300A 1T. INT. TO TROUT BROOK'�3 1.016 9.187 781 � ,041 ' s �.e� � (1) FR011 SCHEDULE FH-3 (T) FRO■�SCHEDULE F�(1 t,3) FROM SCHEDULE FN-4 � (4) 850 c 040709 X ;51 2088 , � � ' ' � � � � �=�_-. ' ' 5CHEpULE FH-6 � ESTIMATED PEAK RATE OF DISCHARGE IN 1977 FOR DET�RMINATION OF RENTAL CHARGE5 (FOR CITY COMBINED SEWERS) , Since Falcon Heights will reach saturation conditions before 1970, , conditions for 1970, 1977 and 1980 will be the same as for saturation. (See Flow Calculation Sheet "4 of 5" "5aturation Conditions - Existing Trout Brook System" - Page C-13, May 1$, 1964 Metropolitan Saint Paul Sanitary Sewer � Report). Discharge Into Metered Connection at Hamline and Hoyt Avenue ' Domestic Com'1. & Ind. Total Sewered Sewage Waste Sewage Infiltration � Population MGD MGD MGD MGD FH-1 4, 500 0. 337 0. 200 0. 537 0. 103 � Estimated peak rate of discharge into FH-714 (connection point) , (0. 53? x Flow Variation Factor) + 0. 103 MGD infiltration '(0. 537 x 3. 4) + 0. 103 = 1. 929 1VIGD ' Discharge from Area Not Continuously Measured by a Meter (For determination of rental charges in FH-801, 802, 803 and 804) , 106 Single Family Dwelli:ngs at 300 Gal. /day each = 31, 800 Gal. /day � 30 Multiple Dwelling Units at 200 Gal. /day each = 6, 000 Gal. /day � Total Domestic Sewage 37, 800 C,al. /day = 0. 0378 MCrD Infiltration 28. 6 acres @ 200 gal. /day 5, 720 Gal. /day = 0. 0057 MGD ' Estimated peak rate of discharge into FH-804 (connection point) (0. 0378 x Flow Variation Factor) + 0. 0057 MGD Infiltration , (0. 0378 x 4. 0) + 0. 0057 = 0. 157 MGD , , � ' ' SCHEDULE FH�7 FALCON NEIGHT'S APPORTIONMENT OF REI COMBINED SEWERS FOR DETERMINATII ' FACILiTY CODE DESCRiPTION & LOCAT N0, 1 FH�-601 CONNe FROM TROUT BROOK SEWE TO MSSD INT. FH-602 TROUT BROOK SEWER FH�603 TROUT BROOK SEWER ' FN-604 TROUT BROOK SEwER FH-605 TROUT BROOK SENER FH-606 TROUT BROOK SEWER , FH-815 TROUT BROOK SEWER FH-816 TROUT BROOK r''377' E OF JAC TO FH-704 TO MARYLAND & ARUNDEL � FH-105 TROUT BROOK — MARYLAND & AR T0 FH-709 TO E.COMO & APT.317'S Of FH-710 E. COMO BLVD, & ' ARLIN6TON TO HOYT AVE. 8 TO HAMLINE FH-714 (FALCON HTS. CONN. POINT) , HOYT AVENUE SEwER FH-801 HkMIINE TO SHELDOM FH-8D2 SHELDON TO PASCAL � FH-803 PASCAL TO ARONA FH-804 ARONA TO SNELLIN6 ' TOTALS (1) FROM SCHEDULES FH-1 A1� (2) FROY SCHEDBLE FH—B � (3) ESTIMATED AVERABE DATE (4) NOT AVAILABLE, REPRODL (5) NOT AVAIIABLE, REPRODL , EB) NOT AYAIIABLE, REPRODI (7) NOT AVAILABLE, REPROOI (8) NOT AYAILABLE, REPRODI (8) NOT AYAILABLE, REPRBDI , (1Q) NOT AYAILABLE, REPRODI (11) NOT AVAIIABLE, REPRODI (12) NOT AYAILABLE, REPRODI ' ' ' ' ' , ' SCHEDULE i FALCON HEIGHTS FINANCING CHARGE, DI RENTAL CHARGE FOR USE OF I , FACILITY YEAR SUBURB SHARE �N VALUE IN VALUE NN VALUE IN CODE CONST. REPRODUCTION • 1975 1976 1977 N0. COST (1) , (CONDITION) �5) (53.125) (51.875) (50.625) FH-601 1937 $ 5,351 � S 2,843 $ 2,776 $ 2,709 , (CONDITION) ' - - FH-602 1888 $ 261 ' (GONDITION) '5) (13.125) (11.875) (10.625) FH-603 1905(2) $ 1 ,673 !0 220 199 178 ' FN-�04 (CONDITION) '5) (39.375) (38.125) (36.875) thru FH-709 1926 $ 20.721 8 8,159 7,900 3,641 , FH-710 (CONDITION) '5) (44.375) (43.125) (41.875) thru ii 6,275 6,098 5,921 FH-804 1930 $ }4,140 ' $ 42,148 9 $ 17,497 $ 16,973 $ 16,449 FINANCING CHAR6E � AT 3.5% OF CURRENT VALUE �1 $ 812 $ 594 $ 576 DEPRECIATION CHARGE AT 1.25'/. OF REPRODUCTION COST �4 $ 524 $ 524 $ 524 ' ANNUAL RENTAL CHAR�E 65 $ 1,136 $ 1,118 $ 1,100 ' QUARTERLY RENTAL CHAR6E �8.75 $ 284.00 $ 2Z9.50 $ 275.00 ' (1) FROM SCHEDULE FH-7 , � ' ' ' ' � S _ SCHEDULE FH 9 . . . � � and • SCHEDULE FH-10 � , ; , � � � . �w All City sewere used to convey Falcon Height§.= sewage � are combined eewera, therefore the la$t paragraph of Sectioa 5, Subdivision 3, and Schedulea FH-9 and FH-10 do not apply to the Village of Falcon Heights. ' , , • ' � � � ` � . . ' � ' , _ , ' � � � � ( � � � � � � . � � LE -11 SCHEDU FH � MINNEAPOLIS-SAINT PAUL SANITARY DISTRICT �- SEWAGE TREATMENT PLANT CAPITAL ADDITIONS, 1938-1961 �. Value as of December 3I,, 1964 Trended Trended Original . � Capital Trend Original Condition Cost Less Year Additions�a� Factor�b� Cost_ Percent�� Depreciation °�o � � $ 3 (4) �5) �6� �,., (1) (2) � � . 1938 � 4, 725. 60 2. 971 14, 040 33. 75 4, 740 �i• 1939 3, 199. 81 2. 948 9,430 36. 25 3,420 1940 8, �29. 39 2. 918 24, 310 38. 75 9, 420 � 1941 4, 356. 62 2. 874 12, 520 41. 25 5, 160 1942 3,969. 44 2. 831 11, 240 43. 75 4, 920 1943 680. 37 2. 845 1, 940 46. 25 900 � � 1944 971. 99 2. 803 2, ?20 48. 75 1, 330 1945 3, 686. 28 2. 749 10, 130 51. 25 5, 190 � 1946 1, 222. 69 2. 497 3, 050 53. 75 1, 640 c... 1947 ?, 664. 41 2. 052 15, ?30 56. 25 8, 850 � . 1948 (19,446. 36) - (19,450) � - (19, 450) , � 1949 10, 160. 11 1. ?53 17, 810 61. 25 10, 910 1950 23, 802. ?0 1. 649 39, 250 63. ?5 25, 020 �, 1951 208, 082. 93 1. 52? 3i7, 740 66. 25 210, 500 1952 14, 051. 5F 1. 497 21, 040 68. 75 I4,470 1953 18, 792. 72 1. 398 26, 270 71. 25 18, 720 � 1954 24, 528. 94 1. 349 33, 090 ?3. ?5 24,400 _ 1955 b, z01. 8�d� 1. 283 �, 960 76. 25 b, 070 � 1956 128, 193. 22�f; 1. 210 155, 110 ?8. 75 ` 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, 077. 17�f� 1. 059 4, 320 86. 25 3, ?30 19b0 34, 173. 68�f� l. 049 35, 850 88. 75 31,�820 � 1961 34, 872. 82�f� 1. 038 36, 200 91. 25 33, 030 . � , � ?b0 552, 840 '` ' Total 554, 381. 29 8�1� (a) Based on Sanitary District records of original cost. � (b) Based on Sewage Treatment Plant Trend Factors, Schedule FH-1. (c) Based on estimated 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 investigation. . (f) Excludes prograxn of research and investigation. . , � � : . � , � . � SCHEDULE FH_12 . MINNEAPOLIS-SAINT PAUL SANITARY DISTRICT � SEWAGE 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 1 . Construction Cost Less Obsolescence ar�d Ret}a�ments $ 3, 377, 93? Weighted Trend Factor to December 31, 1964� 3. I20 Trended Original Cost , $ 10, 539, 160 1 Condition Percent�b� 33. ?5% Trended Original Cost Less Depreciation of Original 1935-1938 Construction $ 3, 556, 9?0 � Federal Grant Credit on Original 1935-1938 � Construction at 27. 5%�� 978�170 December 3i, 1954 Value of Original, �onstruction $ 2, 578, 800 , Value of 1938-1961 Capital �dc�itions�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 Capital Apportionment 0. 640 MGD�f� x $3, 880, 520 = $ 11, 392 � 218. 0 MGD � (a) Based oz� Sewage Treatment Plant weighted Trend Factor, Schedule FH-3 (b) Based on estiynated 40 year life of facilities with depreciation at 2. 50 � percent per year, from 1938 to December 31, 1964 from Schedule FH-3a. � t (c) 27. 5% Based on: 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 FH-11. (e) Original Cost. � (f) Schedule FH-13. � ' ' ' � SCHEDULE FH-I3 ' BASIS FOR DETERMINING 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 - (Page B-1 and C-13) ). � ' Domestic Com'1. & Ind. Sewered Sewage Waste Infiltration Total District Population MGD MGD MGD MGD � ' FH-1 4, 500 0. 337 0. 200 0. 103 0,640 ' , ' r � � � � i i 1 � �.r � � • SCHEDULE FH-14 . u � BASIS FOR DETER1vIINING SUBURB'S CAPITAL � � , �,;j APPORTIONMENT IN NEW M. S.S. D. SEWAGE . TREATMENT PLANT (See Section 5, Subdivision 5 of Agreement) . � � , At the time of this agreement the new M.S. S. D. sewage treatment is t-+ under construction and only partially completed and in partial operation. The actual costs of this plant cannot be known until the work is finished. ,u On April 25, 196E� 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 represents net coat after deducting anticipated Federal grant money. Suburb's capital apportionment shall be based on this estimate. Adjust - � ments with appropriate additions .or credits to Suburb shall be made when final coste are audited. � `�' Suburb's Capital Apportionment - New MSSD Treatment Plant. � 0. 640 MGD� X 27, 150, 000 = $?9. 706 � J 21$. 0 MGD $ � .� . - � � � � � �..i � � , u � •. � Schedule FH-13. ,� � l.J � . � . � ., . . .. . . . ' ' SCHEDULE FH-15 , CREDIT FOR CAPITAL PAYMENTS � 0249 3010 0930 Sewer Sewer Incremental Maintenance Rental S. R. Total , 1963-3rd Quarter $2, 162. 68 $ 3, 02I. 36 $ 1, 986. 25 $ 7, 170. 29 4th Quarter 2, 204. 12 3, 033. 66 1, 994. 25 7, 232. 03 � 1964-1st Quarter 2, 200. 18 3, 061 . 20 2, OlI. 75 7, 273, 13 2nd Quarter 2, 208.18 3, 076. 50 2, 021 . 50 ?, 306. 18 ' 3rd Quarter 2, 216. 98 3, 076. 64 2, 021 . 36 7, 314. 98 4th Quarter 2, 220. 98 3, 092. 88 2, 032. 00 7, 345. 86 , 1965-1 st Quarter 2, 253. 41 3, 117. 72 2, 048. 25 7, 4I9. 38 -2nd Quarter 2, 251. 41 3, 111. 72 2, 044. 25 7, 407. 38 ' Totals $17, 717. 94 $24, 591 . 68 $16, 159. 61 $58, 469. 23 � Credit 2/3 of 0249 $11, 811. 96 1 All of . 0930 16, 159. 61 Total Credit $27, 971. 57 � r � � r � � � i � ' SCHEDULE FH-I6 tCREDIT FOR DIRECT CASH CONTRIBUTIONS TOWARD � CONSTRUCTION OF JOINTLY USED FACILITIES I � Does not apply to Falcon Heights as no direct contributions made by , Suburb towards construction cost of jointly used sewers for conveying sanitary sewage. � � , s � , ' , � , , � � � � SCHEDULE FH-17 , SUMMARY OF TOTAL CAPITAL APPORTIONMENTS AND CREDITS � Capital Apportionments - (Section 5 of Agreement) , Title Ref. Schedule Amount MSSD Interceptor (Subd. 2) FH-5 $ 6, 034 � Jointly Used City Sewers (Subd. 3) FH-10 None � Existing MSSD Sewage Treatment Works (Subd. 4) FH-12 11, 392 � New MSSD Sewage Treat- ment Works (Subd. 5) FH-14 79, 706 , Total Apportionments $97, 132 Capital Credits - (Section 9 of Agreement) � Quarterly Payments FH-15 $27, 972 Direct Cash Contributions FH-16 - I Net Capital Apportionment $69, 160 ` (�2uarterly Payments if paid in 120 equal installments - See Subd. 2, Section 5) $ 934 i In addition to this quarterly payment there is a rental charge as shown on 5chedule FH-8 which varies from $330. 75 in 1965 to $275. 00 per quarter in 1977• i 1 � 1 t �