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238096 e r. �t.9�O�.9� ORIGINAL TO CITY CLBRK CITY OF ST. PAUL couNCi� NO. OFFICE OF THE CITY CLERK FILE UNCIL RES LU ON—GENERAL FORM PRESENTED BY COMMISSIONE � DATF RESOLVED, By the Gouncil 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 North Saint Paul authorizing the intereonnection of public sewers, a copy of such agreement being attached hereto and incorporated herein by reference; be it FURTHER RESOLVED, That such execution by the proper City officers as provided aforesaid shall be subject to the requirements of the grovisions of Section 18 of said agreement. FO APPROVED � � G�� Asst, Corporation Counsel �PR � � 196� COUNCILMEN Adopted by the Couneil 19— Yeas Nays Carlson �� Dalglish Approved 19—__ Holland �n Favor 3 Meredith c�_ U �r�� Mayor A gainst Tedesco �'_:�' . • _ C� ��'.::Y..:::`.::::SS'.:s� � ?; n 1 l��r. Vi,ce Presadeat (Pekex��a) ��BL�� ""�' � t"� �� DUPLICATE TO PRINTER - �� CITY OF ST. PAUL COUNCIL ' �-'�� OFFICE OF THE CITY CLERK FILE N�'• COUNCIL RESOLUTION-GENERAL FORM PRESENTED BY COMMISSIONEIZ DATF R�50LVED, By tYae Couneil o�' the City o� Saint Paul, that purauant to �t,��.e pro�ri�i.�n� of Ordinanae No. 13840, ap�rovecl February 27, lgf8, the proper City o��ieers a,re hereby authori�ed and directed to execute, on behal� af said City, an agreement between the City of Saint Paul an.d tl�e Village o� North Saint Paul muthorizing the intercanneetion a� public se�,rers� a eopy of �uch agreement being attached hereto and imcorpora-teci h�rei�a by re�erence; be it FUZd�rHER RESOLVED, Th�;t such e�ecution by the nroper City officers as providerl a�ore�aid ahall be �ub�ect �o the requirements of the pra�isions v� Seetion 18 v�' saidl agreement. � _ ��'��:� r�;,',� , .� COUNCILMEN Adopted by the Council 19— Yeas Nays - n� Carlson Dalglish Approved 19_._ Holland �n Favor Meredith � Mayor rso Against - Tedesco '��4�e�t�c.i��i��e'�.... w. �]�a!Kx, FJic� a'�cs;:r�:;ui (1'e�tereon) '�� .: � ' " A G R E E M E N T � . , `� THIS AGREEMENT, made and entered into as of the �� h � day of �nri7 , 196�, 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 Villa�e of � North Saint Paul , a municipal corporation in the County of Ramsey: •` , 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 North Saint Paul ' � ,.: 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 !, � �_ agreement shall supersede all prior agreements between the parties except as � 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 connectiox� or connec- ' � tions to the sewer system of the City, which connection or connections must be .� � � i � made in accordance with conventional engineering standards approved as to i -- construction, location and elevation by the Commissioner of Public Works of , � the Cit of Saint Paul is hereb continued under and pursuant to the provisions ' y , Y � of this agreement subject to all the terms and conditions hereinafter expressed. i �- . � -1- .1 ' ' ' SECTION 2, DEFINITION OF TERMS. ' 1. "Adjusted dry weather volume" of sewage contributed by the suburb means the total xneasured volume of sewage recorded by the sewage meters (or � otherwise estimated where sewage flows are not metered) adjusted to reflect I � Minneapolis-Sairat Paul Sanitary District apportionment practice as provided in Sizbdivision 2 of Sectioa� 7 of this Agreement, Where the adjusted dry weather � volumes vary by five percent (5%) or less from the actual measured volumes � recorded by the aneters, the volumes recorded by the meters shall be used in lieu of the adjusted dry weather volu�neso ' 2. "Chief Engineer" mf the City means the Chief Engineer of the � Department of Publ�.c Works of t.he Ci.ty of Saint Paul, 3. "City conveyance sewer systexn" is defined for purposes of this � a reement to be all sewers in the City public sewer system 36 inches or larger g , 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 sandrock tunnel sewers having damensions greater than 2 feet 6 �nches wide and , 6 feet 0 inches high shall be considered as part of the conveyance sewer system. 1 4. "City" means the City of Saint Paul, Minnesota. 5. "Comb�n.ed Sewex°" means a sewer receiving both surface runoff and � sewage, 6. "Construction Cost Index" shall be the U. S. Public Health Service � Sewage Treatment Plant Index compiled for the Minneapolis area when used in r � � _2_ ' ' connection with sew�.ge treatgnent plaa�t eosts and shall be the U> S, Public � Health Servic� Sewex Co��t.x°uc:ti�n Cost I�dea� coanpiled for the Minneapolis � area when u�ed i� coma�ect�oa� wi�h sewerage facilities constx°ucted after I930. For sewerage facilities r.o�structed px°ior to 1930, the Engineering News Record � Construction Cost Inde� �hall be eanployed to calculate costs at a 1930 level and , the U, S, P��xblic Healt.h Servi�ce Ia�dex shall be used to update the 1�30 costs to ctzrrent level�> � 7. e "Depre�b�.tion" shall be �omputed on a straight-lix�e basis with no , allowa?��e fox� sal�r�.ge �ral�xe �.��1 � £ort�r year life for �ewage treat�nent works and an eighty year life for sewex°�o `�°pae dep�e�aatbon x°ate is two and five-tenths percent I (2� 5°jo) per yeax° for sewage treatme�t works �.nd one and �wenty-fave one- , hundredths pex°cent (1 � 25°jo) per grear fox° sewers. 8, "Existing M. S. Se D. Sewage Tx°eatment Works" means the treatment , facilities of the M, S. S, D, constructed or ac uired durim the period November 1, 9 g r1933, �o Decexnber 31 y 1961 � , 9. "�foim��y�xzsed City Sevver S�s�ean" or "J�oimtl}r-used System" means all of the sewex°� �.nd �.pp�xx°tenanc�s whi�h are a part of �he publac sewer system , of. the Cit}r of 5�.�-�?t Pa�zl �nd wh��h r��ezve or coa�ve� sevvage from the public , sanitary �evver ��te7m of the Saburb. 10. "Max�anurn allowable r�.te of discharge" i� the anaximum instantane- , ous rate of flovv that t1�e Sulaux°b an�.y discharge into the City systern at a specified , point of connectiomo � �3� � , � 11. "M. S. So D. interceptor sewer" means the existing interceptor sewer of the M. So So Da which x°uns through the City from the City of Minneapolis, ' Minnesota, to the M, So S. D. sewage treatment works. , 12. "M. S. 5. De " means the Minneapolis-Saint Paul Sanitary District organized and existing under the provisions of Minnesota Statutes (1965), , Chapter 445, and as said Chapter may be amended from time to time. , 13. "New M, So S, Do Sewage Treatxnent Works" means the treatment facilities of the M. So S. Do 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 enganeex°ing, inspection, legal and administrative work directly ' connected thereto, less any aanounts paid with money received as a direct grant � from the United States Covernxnent. 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�.ntaneous peak flow conditions when the contributing areas , are developed as assumed in the design criteria. Unless otherwise indicated � in this agreemexat, 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- ' � 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 historica: 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- ! • 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 North Saint Paul � -, �� ..0. The total annual dry weather volume of sewage from the City � and its connected suburbs" is the calculated or theoretical volume used by � the M. S. S. D, in apportioning M. S. S. D, expenses between the Cities of � � Minneapolis and Saint Paul. In determining this volume, it is the present � � -5- � � � practice of the M< Sa So Do to average the daily measured sewage flow from � the City and all of its cona�ected suburbs on dry weather days on which no meter � difficulties are experienced and which are otherwise determined by the M, S. S, D. to be �epresentative days and multiplying this average by the � number of days in the year. � SECTION 3o GENERAL CONDITIONS, � 1 . In consideration of the covenants and agreements herein set forth, the City hea°eby grant� to the Sub�rb permission and authority to construct � and thereafter maintain and operate certain connections, as hereinafter spec- � ified, jobning the public �anit�,ry sewer system of the Suburb with the public sewer system of the City, subject to all of the terans and conditions of this � agreeanent as liereinafter expressed. � 2, 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 Msystexn and shall convey only sanitary sewage consisting of water-borne � wastes from residence�, institutions, and industrial and commercial estab- lishments o The Suburb shall, by the adoption and eanployment of suitable � method�, effect acceptable standax°ds to exclude rain water from roofs, � yards, lawa�s, forzndation drains, parking lots, streets and alleys from its sanitary sewers and to exclude cooling, refrigerataon and air conditioning � water or other unfouled waste water from its sanitar sewers and shall Y � effect minimum acceptable standards as to the aanount of infiltration of surface and ground w�.ters entering its 'sanitary sewers. � � -6- � � 3. The Suburb sr.all, by the adoption and employznent 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 whose pollutional effect is not mitigated by ordinary sewage treatment plant � processes and whose presence in the receiving stream would violate state ' or i�terstate standards of water quality and wastes whose presence in the ' sewers could create a hazard to public health and safety. In determining the Suburb's 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 . standards or regulations as may be imposed upon the City and its users by the � M. S. S. D. � 4. The Suburb shall not allow any extension of its sanitary sewer system or any extension of sanitar�• sewers connected to its system beyond the authorized � and described on Exhibit NS-A which is attached to limits of service desigr.ated � � and is hereby made part of this agreement. The Suburb may allow sanitary sewer �� systems outside its corporate li�nits to be interconnected and drained through its ' � s stem rovided that all areas served by such system are wholly within the Y P � authorized limits specified on the above described Exhibit NS-A and further ` provided tr.at said systems and areas shall be fully subject 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 y within the corporate limits of the Suburb. , -7- � i ' S. 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 Cit . Said connection oint(s) is (are) designated and described on the Y P , aforementioned Exhibit NS_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 NS-A The Suburb shall not at any time allow sewage or other liquid to be discharged into the City's system at ratea in excesa of the ' " maximum allowable rate of discharge. ' 6. The authorized limits of service, the designated place(s) of con- nection� and the maximum allowable rates of diacharge ae aet forth in the ' , � � aforementioned Exhibit NS-A constitute an essential part of the funda- ' mental basis of this agreement and it; provisions for charbes and paymenta. ' 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 ea.hibit or schedule which is a part of this agreement and such revisions ' 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 show � the original amounts, the revised amounts, the authority for the revisions, and the date thereof. Any revised charges shall be based upon the same ' formulas as used in this agreement. � , -8- �' ' , 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 permitted9 at the expense of the City, to inspect the con- � struction, as well as the o eration, of the sewer s stem in the 5uburb at P Y � any time to see that the same is being 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 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 tof any sewer within the City used by the Suburb at any time to see that the � same has been constructed and operated according to plans and specifications � and operated in compliance with acceptable municipal practice and that the � agreement herein contained is being complied with insofar as is reasonably ' necessary to protect Suburb, 8, Draring 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. i 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 year, a statement of the total number of connections to the Suburb's , sanitary sewer system 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 s ewage 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 f Cit and a roved b the M. S. S. D. Im oundin devices rovided for in Y PP Y P S P � 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 � 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- 1 ' 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 measure 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 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 quantity of sewage passing through the � meter. � 2. The sewage rnetering 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 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 equipment9 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 IO). ' -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 xnay 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 times as the City may deem desirable. Any time it has been � determined that the sewage anetering device has not properly measured the volume of sewage cont�°ibuted by the Suburb, an adjustment of the measured , sewage flow shall be madeo 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�r 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 x°etroactive 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 � anay 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 g � the volume of sewage are fully described in Exhibit NS-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. g � 2. The Suburb shall pay the City a capital charge for those portions 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 S 8 pla . 1 The Suburb's capital apportionment in each aegment of the M. S. S. D. inter- ceptor sewer shall be that percentage of the segment's present depreciated � value that the Suburb's p�ak dc.•sign rate of discharg� thro�igh the segmont � � 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 �s shown on � Schedule NS-12 The calculation of the Suburb's capital apportionment for each facility applicable under this subdivision is set forth in detail in � � Schedule NS-5 which is attached hereto and is hereby made a part of this � agreement. The total apportionment shown thereon may be paid by the � Suburb as a lump sum; or it may be paid in 120 equal quarterly paymenta � ' -13- ,�. � , 1 which include interest on the unpaid principal balance at the rate of three � and five-tenths percent (3. 5%) per annum (computed quarterly). The first such quarterly payment shall be for the quarter ending September 30, 1965 1 Payments shall be made quarterly thereafter until principal � and interest are fully paid. Suburb shall have the right of prepayment of the unpaid principal balance, or any part thereof, at any time without penalty. � 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 percent (1. 35%) of the total apportionment. � B a in auch char e for the M. S. S. D. interce tor sewer, the Y P Y 8 � P , Suburb is acquiring the permanent right to use a portion of that capacity which the City is presently entitled to use, said capacity righta bein� oqual ' , to the eak desi n rate of dischar e used in com utin the ca ital a or- . P g g P g P PP 1 tionment, all as set forth in detail in Schedules NS-4 and NS-5 of this agreement. 1 3. The Suburb shall pay the City a capital charge for each City 1 sewer used to convey Suburb's sewage from the point or points of connec- tion to ihe M. S. S. D, interceptor sewer. Some of these sewers may con- 1 sist of combined sewers which were designed and built for the primary � purpose of collecting or conveyin� sanitary sewage and storm water from areas within the City's corporate limits. Therefore, there is no substantial � � capacity thereinwhichis in excess of the City's present and future capacity , 1 � � -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 � se ment of combined sewer will continue to be available for the conveyance g � of sanitary sewage. Consequently, the use of said combined sewers by the Suburb for conveya�ce of sanitary sewage is regarded under this' � agreement 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 � 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 , a ortionment in each se ment as calculated in Schedules NS-7 and PP g , NS-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 � e entioned chedules apportionment as calculated in the afor m S NS-7 � and NS-8 which are attached hereto and are hereby made part of , t1�i� u�;rr.r:ii�•s�t. Nu ccrtiily ui• c�wnrre+}ii�� ri}�l�te+ blioill uc��r��h tu llta Subui'?� � 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 Subur'o as rental under this subdivision shall I t -15- � � , w � be credited toward the purchase value. Inasmuch as combined sewers are r��t�trcl oil .� tririp��rai•y l�u:�i�, thr <��F��irlll)tli�lt`lll c�C rrprc�<ltictiot3 ecset , 1 aximum allpwable to the Suburb shall be based upon the percentage that the m � 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 NS-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 � nature or condition that permanent capacity rights are available to the ' � Suburb, the Suburb shall pay the City a capital charge as hereinafter , specified. For such sewers, the Suburb's capital apportipnment in each` � � se ment of such 'ointly-used City sewer system shall be that percentage ' S J � of the facilities' present depreciated value that the Suburb's peak design �r rate of discharge through the segment bears to the total capacity available � rou h the iv en se ment. The calculation of the Suburb's capital th g g � � apportionment for each facility applicable under tkis paragraph is set .... forth in detail in Schedules NS-9 and NS-10 which are attached � reb made a art of this a reement. The total apportion- hereto and are he y p S � 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. � Ex e t as above rovided for combined sewers, the Suburk�, through pay- c p p � ment of this capital apportionment, is purchasing a permanent right to � � : � -16- � � � use each segment of the jointly-used City sewer system which it uses in the proportion that its peak design rate of discharge through � the segment bears to the total eapacity 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 NS-10 � of this a reement. The,Suburb's share of ca acit of each se ment of the 8 P Y 8 1 j��intly-t�s�d City sc�wc�r syKtrti� iy �hown nn Schrdulc�H NS-9 and NS-10 of this agreement. � 4. The Suburb shall a the Cit a ca ital char e for P Y Y P � � existing M. S. S. D. sewage treatment works which the City is presently � entitle„d 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 NS-12 , which is attached hereto and is hereby � made a part hereof, and is determined to be $3, 880, 520. 00. In ' 1 determining the present depreciated value of this facility, land purchases Iand the program of research and investigation prior to December 31, �961, shall be included as shown on the aforementioned Schedule NS-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 NS-12 The existing M. S. S. D. sewage ' _ � ' -1?- . i . � ' treatment works, being incorporated into and made an integral part of the � `� expanded treatment facility is considered for purposes of this agreement � 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 � � wa e treatment lant capacity requirements be�r to the total Suburb s se g P � anr�ual 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 NS-13 and for the purposes of this agreement said requirement is ag.reed to be an annual average capacity of 1. I14 � � million gallons per day. The Suburb's capital apportionment shall be paid � in the same manner as provided in the first paxagraph of Subdivision Z of �J � this section. 5. The Suburb sllall pay the City a capital charge for the new � sewa�a treatmcnt works wllich the City is entitled to us�. The M. S. S. D. b � Suburb's capital apportionment for this facility shall be that percentage of the total expense to the M.S. S. D. in providing thc facilitythat the Suburb�a sewage � a acit re uirements bear to the total annual average . treatment plant c p y Q �' plant capacity as provided by the M.S. S. D. The Suburb's sewage treat- ment plant capacity requirements sha12 be as specified in Subdivision 4 � . wa e treatment lant capacity requiremente of -� of this Section. The se g P . � the Suburb as determined uz�der this Section and as shown on Schedule NS-13 of this agreement have been determined on a relatively � �, , � 'I � -18- � short range basis and are less than the total future capacity requirements of the Suburb. 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 increasing the Suburb's capital cost apportionment for sewage treatment works o 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 workse The Suburb agrees to 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. 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 facilities as permitted by the tex°ms of such Chapter 882, Federal, state and other grants for anynew District or City 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 given. -19- . � � t a ortionment to the Suburb for new M.S. S.D. The capital cos 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 NS-14 hereto � The Suburb's ca ital a ortionment shall be paid in the same attached. p PP � 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 � ' tenance ex enses of the Cit conve ance sewer of the operation and main p y Y � system. The total annual cost of operating and maintaining the City con- veyance sewer system shall be divided by the "total annual dry weather � onnected Suburbs" as deter- volume of sewage from the City and all of its c , , mined by the M.S.S. D. in apportioning M.S. S.D. expenses to the City, J yielding a unit cost per million gallons of sewage. 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. ?. The Suburb shall pay the City a charge for the Suburb's share of � the operation and maintenance expenses of the M.S.S.D. which are appor- � tioned to the City and its connected suburbs by the M.S.S. D. The Suburb's share of expenses shall be computed in the same manner as described in � tha precedin�; 51iUciivi�ic�n G. � - 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 should demonstrate that the ' , � -20- .:., � Isewage 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 � works; then the City may direct that the Suburb at its own expense shall perform such pretx°eatment 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 ma.11ion 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 strength 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 � extraordinax°y 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 1 conve ance treatment and dis osal of these stronger wastes. The amount y , p iof 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 fair and equitable and shall, as nearly as prac- � ticable, be designed to fully compensate the City and all other users of 1 the M. S. S. D. facilities for the additional costs incurred due to the par- ticular strength characteristics of the sewage or waste involved. 1 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 present M. S. S.D. Act, Section 445. 09 of Minnesota Statutes � Annotated provides for such pretreatment or charges for wastes that are unusually concentrated. L9� 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 Cit incurs in makin re airs which, under accepted accounting Y g P , 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 5uburb 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 , 1 _22_ 1 � ' � City over a 24-hour period during average dry weather flow at approxi- ' mately the time of such repair. Such flow shall be determined 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 inetering facilities of suburbs and for routine sampling and analysxs of Suburb's sewage. Suburb's share of such � costs shall be determined on the basis of sewa e volumes, b dividin the � Y 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 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 o 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, 1 Workmen's Compensation payments, Severance Pay charges, vacation, sick leave, and holiday charges and for the services of City departments which , are not directly ch.arged to sewer operation and maintenance including, , 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 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 amount to reimburse the City for services and is not 1 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 system P P ' 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 a all sums so collected in accordance with the rules of the P Y � M. 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 , conditions of this agreement on the part of the City or Suburb, the aggrieved � 1 -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 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 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 City an additional remedy and that in the ' 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 jthe 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- � rto 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 Two Hund ed Dollars ($ 200. 00 ) per day. The ' City shall notify tlie Suburb in writin� of eac2i such occurranc� within tan (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 Iincluded with the next quarterly billing from the City to the Suburb occurring Ithereafter and shall become due and payable with such quarterly bill. � .SECTION 7. USE AND ADJUSTMENT OF SEWAGE FLOW VOLUMES. , 1. Whenever costs are apportioned to Suburb on the basis of sewage , volumes, under this agreement, charges shall be made anc3 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 Inecessary, in the first quarterly billing each year, or as soon as the nec- ,,. � essary information is available, to reflect any differences between the unit costs experienced and the unit costs used as the basis for billing during � the prior year. r2. In computing the Suburb's share of operation and maintenance expenses as provided for in Subdivisions 6, ? and 10 of Section 5 of this r . C � -26- c .�� ' ' 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 than five_percent (5%) from its � total volume of sewage when based on the actual measured volumes shown by the meter read�ngs. � 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 � rates of discharge representing the extent to which the Suburb has pur- 1 chased capacity rights under this agreement and providing the basis of capital charges payable by the Suburb, and said allowable rates of dis- icharge 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, ' 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 rendered. Payments ' due the City under prior agreements between the City and the Suburb shall � be due and payable as of the effective date of this agreement. It is further agreed by and between the parties hereta that after the effective date of this ' agreement, every billin b the Cit which sha.11 become and remain the g Y Y , subject of delinquency in reference to the payYnent 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 in addition to the principal of the subject , billing, by said Suburb to the said City thereunder. ' SECTION 9. CREDIT FOR PREVIOUS CAPITAL PAYMENTS. The Suburb shall be given credit under this agreement for capital Icost 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 ' � -28- !"��, � 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 NS-15 � The Suburb shall also be iven credit under this agreement for any 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 � to provide capacity for Suburb in the jointly-used City sewer system. � 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 NS_16 • Suburb shall r�ceivc these credits by subtraction of the total amount � of credit as shown'on Schedules NS-15 and NS-16 from the � total capital apportionment determined pursuant to Section 5 of this agree- ment. These capital apportionments and credits are shown on Schedule � 1�I S_t 7 r 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. � I r. -29- � , � SECTION 11. SUBURBAN PROPERTY DIRECTLY CONNECTED TO CITY SYSTEM. ' It is hereby agreed by and between the parties hereto despite anything 1 herein to the contrary that in each case where real property located in said Suburb 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 Cit or an a reement hereafter ado ted b said Cit and substituted Y 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 ar�y otherwise applicable and comparable provisions, terms and conditions of this agree- r ment. tSECTION 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 FOR CLAIMS OR ACTIONS FOR 1 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 � 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 � 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, 1 the provision, material or data on such exhibit or schedule shall prevail. A list of said exhibits and schedules is as follows: ' ' ' ' � , -31- ' ' ' Exhibit NS-A Limits of Services and designated connections. ' Exhibit NS-B Basis for estimating volume of sewage. Sc�aedule NS-1 Trend Factor, 1930 to 1964. ; ' " NS-2 Trend Factor Prior 1903 to 1930. ' � ' " NS-3 Weighted Average Trend Factors. ' " NS-3a Condition Percent - MSSD Treatment Plant. ' " NS-3b Condition Percent - Sewer Lines. 1 " N5-3c Flow Variation Factors. " NS-4 Peak Design Rate of Discharge in MSSD Interceptor. � ' " NS-5 Capital Apportionment in M5SD Interceptor. , " NS-6 Estimated Peak Rate of Discharge in 1977. " NS-7 Apportionment of Reproduction Cost, City Combined Sewers. ' �� NS-8 Rental Charge for Use of City Combined 5ewers. t " N5-9 Peak Design Rate of Discharge in City Sanitary Sewers. " NS-10 Capital Apportionment in City Sanitary Sewers. , " NS-11 Value of MSSD Treatment Plant Capital Additions, I938-L961. ' " N5-12 Capital Apportionment - N�S5D Treatment Plant Facilities constructed prior to December 31, 1961. ' " NS-13 Suburbs Sewage Treatment Plant Capacity Requirements. ' � ' " NS-14 Capital Apportionment in New MSSD Treatment Plant. " NS-15 Suburb's Credit for Certain Capital Payments. ; ' " NS-16 Credit for Direct Contributions Toward Construction of ', Jointly Used Facilities. , ' " NS-17 Summary of Total Capital Apportionments and Credits. ' ! -32- , 1 ' 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 BILLIlVGS RENDERED IN 1967. ' All charges previously made by the City against the Suburb for any period after July 1, 1965, shall be computed and made in accordance with � this agreement. Any billings made for any period since that date shall be ' adjusted so as to cornforan to this agreement, � SECTION 17. AGREEMENT SUBJECT TO REDETERMINATION. This agreernent is made pursuant to Minnesota Laws 1963, Chapter ' 874, Section ➢.09 and shall be effective for a period of thirty (30) years 1 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 18o EFFECTIVE DATE OF AGREEMENT. ' This agreeanent shall take effeet and be in force after the date of � execution of the saane by the City Comptroller of the City of Saint Paul, which exec�ztion 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 Suburb accepting and agreeing to abide and be bound by the ' � ' -33- ' � terms, pxovisions and conditions h�reof and authorizing its proper officers to � e�cecute said agreement, and the passage of a resolution by the City Council of the City approving said agreement and authorizing exeGUtion of the same by the jproper City officers. It is further agreed by and between the parties hereto that this agree- rment is subject to all of the terms, provisions and conditions of Ordinance No. � 1384�0 of the City of Saint Paul, approved the ��th day of �'ebrt�ry � 19bg_. 1 Dated this day of , 196_. In Presence of: CITY OF SAINT PAUL � gy Its Mayor r Its City Clerk � Ita Commise3oner of Pnblic Worlrs Approved as to form: �ountersigned: i F'irst Assistant Corporation Counsel �ts City Comptroller � Approved as to form and execution this � day of , 196_ r First A�ssistant Corporation Counsel � In Presence of: � By ' �ts tApproved as to form: Its I Attorne Y � -34- . ._ _:.__ _._. -.�. . . ... . .� �.i , � - - . . _R22W - _ . . . -+-� -R21W- . ' �` 32 33 34 35 36 3i Z � o � . _ . . . . ' � ' '-_I ' � I � � � K � � . �!��1 5 4 3 -- '—"' _ — , ti t� � � �� - ' / � �� j � � tart� �; �+.� • . i ' i � ` _.� � . �r��'� + _ � ... .. _ � -_ ...L�/ ._ . _.. .. .. , . ' . - � � � �} VILLAGE ' I .- e J � 9 io OF � ,� , � `' :Kw�N/ � +S� LoM i � -__t-- _* . _-��__ . .. _ _' . . _+" _._ '..._._ 1 __._._. . _ . _. ._ �-_ y �`�f NORTH ST. PAUL ' �', � � 17 16 15 - �,' 18 ^ �:,� , �_ , -- � ' � _ _ 50 ' II. �� '�� .. `b�O � � V vx A6L / /t � cIAKN►[IM �YL. L._ .1 ..._ - _ . . ) LI _. �\. VdIOM �I NOI�1 Sawl >� � 2 �PM.W1 P�1I ��ilk l41st �Z - � O� ' LaM NS-2i3 a ) to�TM�Gry q�3a1M~ a� ~ ti fwl !ww t�M�� M � � Lar�Wwr M. AM i wMiH st Ylirniw, 24 �,9 i NS-212 ~�� ' , �� CAIp l.7M WIIOe ... _ . .-� . _. . . . oaa.. w �.r. } r�un�!,w r[. Hs-zi� � �-N&2�0 NS-209 -1 d�a��r � ' EXHIBIT NS-A -,� -' `°` J ...�.2� � PART OF AN AOREEI�N1 SETMKEN TME ��7 �"� 25 3G CITY Of ST. PAUL AND TIIE VILLAOE • � OF NORTM ST. PAUL AUTMORRIIN TNE ' qITERCONWECTION Of PUlLIC SEIMEIIS. W LEGEND � "S-Z� 3 .a��_:s`ayr:';;: �uTNORIZED LNMTf 0I SEItVKE � • • CITY OF SAWT MUL SEWM ' --_--__' Iq[D �Y TIIE VILIAY[ OF � NORTM fAMlt MIIL NS-[py N 11S-ppp F�qLITY COOE N!lA�R rtso �owr NrtE�cE►roit �wE� � 36 3; 00o upo r�aurr tao[ wrscR � �_2°' W E , . - - _ _ __ __ _--- - 1- � --�� "s�ra� i /; � �� ` �� S � �� NS'20� ' ��9.\ IIO-IIOA 1.J \�• \\� \ �` � 6 m N �. � 'tft-� �.-_.1 ] r ORIOINAL MAP PREPARED 1 ��^^�� ^^� �� fO00 � SEPT. 26. 1967 `�ao N o , Rvra r.c n � _--__... .. _ ,..._..__._ . . _ �� rrt�a�a�noM ro Rvss � �r - ----...---- i ' i . 1 � � � � I �j 12 7 i _- -_ --__- ; ��;, � _ -__ ____ , � �� , i �..-5��,v,,�,� _�� ' ' s..ao. orouw vbn, /� �� 1� __ _—___ _ .—_ __— �- E� 1 LeM► ' I I . ��1 � � � EXHIBIT NS-B � BASIS FOR ESTIMATING VOLUME OF SEWAGE � All of the authorized points of connect�on as ahown on Exhibit NS-A 1 are to be metered. Therefore this exhibit does not apply to the Village of North Saint Paul. � � � � � � � j t � � � � � � � , "'� SCHEDULE NS-1 � TREND FACTORS �`' 1930 to 1964 � Sewage Treatment Plant Sewer Construction �.� Trend Factor . Trend Factor Year Index December 31, 1964 Index December 3I, 1964' � 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 ` ' 1936 34. 9 3. 269 36. 4 3. 324 4 � 1937 40. 1 2. 845 40. 5 2. 988 Q ' 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. 95I � 1942 40. 3 2. 831 43. 3 2. 794 1943 40. 1 2. 845 43. 2 2. 801 ` 1944 40. 7 2. 803 • 43. 8 2. 763 � 1945 41. 5 2. 749 45. 0 2. 689 � 1946 45. 7 2. 497 50. 4 ' 2. 401 � 1947 55. 6 2. 052 60. 5 2. 000 1948 65. 1 1 . 753 68. 7 1. 761 '�� 1949 65. 1 1 . 753 70. 1 1. 726 � 1950 69. 2 I . 649 ' 73. 4 1. 649 � 1951 74. 7 1 . 527 79. 3 1. 526 � 1952 76. 2 1 . 497 80. 1 1. 511 1953 81 . 6 1 . 398 86. 7 1. 396 � 1954 84. 6 I . 349 89. 3 1. 355 � i955 88. 9 1 . 283 93. 5 1. 294 1956 94. 3 i . 210 103. 5 1. 169 1957 99. 8 1 . 143 104. 6 1. 157 � 1958 104. 5 I . 092 111. 3 1. �87 1959 107. 7 1 . 059 11?. 0 I. 034 1960 108. 8 1 . 049 1 ;i 7. 8 1. 027 � 1961 109. 9 1 . 038 119. 6 1 . 012 1962 110. 1 1 . 03b 120. 0 1. 008 1963 111. 7 I . 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 effec-t January, 1965 used as basis of Dec. 31, 1964 trend factors. :Vote: Trend factors based on U. S. Public Health Service Division of Water Supply and Pollution Control Cost Indexes for Minneapolis. � � . `~-- SCHEDULE NS-2 � � TREND FACTORS `- Prior 1903 to 1930 � Trend Factor Adjusted Trend ' ENR to 1930 Factor to Dere�mber 31, Year Index Avera�e . 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 $. I07 1906 95 2. 137 i. 766 ' � 1907 101 2. 010 7. 304 1908 97 2. 093 7. 606 1 1909 91 2. 231 8. 107 1910 96 2. 115 7. 686 1911 � 93 2. 183 7. 933 1 1912 91 2. 231 8. I07 -� 1913 100 2. 030 7. 377 , 1914 89 2. 281 8. 289 � 1 1915 93 2. 183 ?. 933 ' 1916 I3o 1 . 562 5. 676 1 191� i 81 1 . 122 �. 077 1918 189 1 . 074 3. 903 1919 198 1. 025 �. 725 1 1920 251 . 809 2. 940 1921 202 1 . 005 3. 652 1 1922 174 1 . 167 �. 241 1923 214 . 949 3. 449 1924 215 . 944 3. 430 1 1925 207 . 981 3. 565 1926 208 . 976 3. 547 1927 206 . 985 3. 579 �� 1928 207 . 981 3. 565 y ` 1929 207 . 981 3. 565 ``� 1930 203 1 . 000 3. 634 i (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 Decemb�r �l, � 1964, based on U. S. Public Health Service Sewer Construction Index for Minneapolis, Schedule . � ; , : ;. t • i y � NS _ � �� SCHEDULE 3 . i WEIGHTED AVERAGE TREND FACTOR )"r� 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 Tc+tal $ % $ : �'� f � 1934 - - 2, 406, 746. ?0 .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. ?6 38. 69 143, 171 . 6? 2. 38 ' 1938 131, b86. 80 3. 62 119, 476. 82 1. 99 �; Total 3, 634, 372. 37 100. 00 6, 006, 780. 02 � 100. 00 � ' Treatanent Plant Weighted Average Trend Factors i`.j Avera e Trend Factor�d� , Wei hted � USPHS Percent To 1951 � To 1 o ecem er , � Year Index�b� of Total Base Base 1964 Base 1935 31. 5 � .�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 . 10? . �� 100. 00 2. 042 2. 084 3. 120 ; ,_ 1951 74. 7 1952 76. 2 � i� Jan. 1965 114. 1 �-- Joint Interceptor Weighted Average Trend Factor Weighted Average Trend Factor�d� � USPHS Percent To 1951 To 1952 To December 31, y Year Index�� of� Base Base 1964 Base r1934 32. 8 40 007 . 969 . 979 1. 478 `"" 1935 31 . 5 36. 32 . 914 . 924 1. 395 � 193b 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 y � ! 1952 80. 1 � '� Jan. ly b 5 121 , 0 • ; � (a) Based on Public Examiner's Report of December 9, 1940. (b) Based on Sewage Treatment Plant Indexes, Schedule NS-1 r (c) Based on Sewer Construction Indexes, Schedule NS-1 (d) Base year index divided by annual index, times percent of total. ;�i I ' � ""' � � � � � � � _, ,s # � SCHEDULE NS -3a � � C4NDITION PERCENT - MSSD SEWAGE TREATMENT PLANT � ;� (To December 31, 1964) (I) � ; 3 Year Conditioii � Completed Percent (2) � I938 33. 75 39 36. 25 ' . , ry � � ' 40 38. 75 � . �. � 19�1 41 . 25 � ., . 42 43. 75 �,; 43 46. 25 }� `� 44 48. 75 '� .� 45 51. 25 � � s � 194E, 53. 75 � , �� r,, - 47 56. 25 , . � 48 58. ?5 • �;� � 49 61. 25 ' 'i � 50 .. 63. ?5 ; a � ; r 1951 66. 25 ; � 52 68. ?5 � 53 71. 25 • � 54 73. ?5 1 55 76. 25 ? f � • 19�6 78. 75 � 5? 81. 25 "„ i � 5g 83. 75 ; 5q 86. 25 60 88. 75 ii . :i � , 19�1 91. 25 ` fi 62 93. 75 � 63 96. 25 ?a � 64 98. 75 . �; (1) Assu.-ning facilities used from July lst of the year completed. � (2) Represents percent remaining undepreciated. � t � T. � � � . � .'J . . . . . / . ' �' SCHEDULE NS -3b �} ; . � ` CONDITION PER CENT - 5EWER LINES (1) � (To December 31, 1964) *'C.,� � Year Condition Year Condition Year Condition �" Completed Percent (2) 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 ' 90 6. 875 1926 51. 875 1956 89. 375 � 27 53. 125 57 90. 625 � - 1891 8. 1 Z5 28 54. 375 58 91. 875 s 92 9. 375 29 55. 625 59 � 93. 125 � 93 10. 625 30 56. 875 60 94. 375 4 ��` Q -- Q ; � ,4 11. 875 f 95 13. 125 i93I 58. 125 1961 95. 625 �' 32 59. 375 62 96.$?5 � 1896 14. 375 33 60. 625 63 98. 125 97 15. 625 34 � 61 . 875 64 99. 375 �' 98 16. 87 5 3S 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 71 . 875 1906 26. 875 43 73. 125 • 7 28. 125 44 74. 375 r8 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 17 40. 625 completed. � 18 41 . 875 1? 43. 125 (2) Represents percent remaining undepreciated. 20 44. 375 � t� � �1l1; : SCHEDULE NS-3c � ±� FLOW VARIATION FACTORS i FOR VARIOUS SEWAGE FLOW VALUE5 � ' Avera e Annual � Flow g � Variation Sewage Flow Limits I Factor MGD ' E� , f 4. 0 0. 00 to 0. 11 � 3. 9 0. 12 to 0. 18 � 3. 8 0. 19 to 0. 23 ' 3. � 0. 24 to 0. 29 ' 3, 6 0. 30 to 0. 39 ,�, 3. 5 0. 40 to 0. 49 3. 4 ' 0. 50to 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 � Z, 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 2, 2 6. 40 to 7. 99 2, 1 8. 00 to 10. 39 �. 2, p 10. 40 to 13. 49 1. 9 13. 50 to 1?. 99 � 1, g 18. 00 to 29. 99 1, � over 30. 00 � ,�, � (1) Values taken from Figure 21-8 "Report on the Expansion of Sewage � Works in the Minneapolis-5aint Paul Metropolitan Area" Volumev � �- Three, September 1960. , j � � '� � � S�HEDULE NS-4 � PEAK D�SI�N R�''►TE OF DISGHARGE IN MSSD INTERCEPTOR SEWER � BASED OiV PROBABLE �ATURATI4�1 CONDITIQNS D4tnestic Corn'1. & Ind. Total Infiltra- � Sewered Sewage Waste Sewage tion Po,�ulat�.on ivSGD 1V�GD M�D MGD � North St. Paul N5-1 � 22, p00 1. 650 0. 200 1. 85Q 0. 334 � � Peak Discharge 1 . 8�0 x 1 . 7 T �. 145 (sewage and waste) 0. 334 (in�iltration) � ' 3. 479 Total Peak Dischaxge � MGD � Average Discharge = 1 . 850 3�34 � Total 2. 18�! MGD � � � � � � � � ' SCHEDU�E NS-•5 ' CA�CULATION OF NORTH SAINT PAUL'S C IN THE MSSD INTERCEPTI (SEE SECTION 5, SUBD 2 OF ' FACN�.tTY DESCR�PTiOH' & �OCAT PRESENT APPROPR'iATED % OF TOTA'� SUB�IRBS CODE DEPREC9ATED CAPACNTY AVAILABLE CAPqTA�. N0. VALUE �3; CAPACiiY APPORTtlONMENT ' 100 JOINT INT. .ALONB CHILDS' $,.004,605 3:479 0.56Y $ 5,646 110-110A S�PHON BY RESERYE ST. BRI 430,629 3.479 0.562 2;420 ' T IN MSSD JOINT INTERCEPTOR SENER $ 6,086 ' (1) SCHEDULE NS-3 (2) SCHEDULE NS-3b (3) SCHEDULE NS—� ' , � f , ' , .� ' ' , . ' ' � � . SCHEI�ULE N�5-6 � ESTIMATED F�AK RATE OF DISCHAR�E IN 1977, FOR DETERMINATION Qk' RENTAL CHARGES FOR C�TY COM$INED S�WERS . � 1970 1980 � � �R Sewered Fopulation 11, 300 16, 000 Domes�ic Sewage 0. 678 1. 040 _ � rComm,�xcial & Wast� 0. 160 0, 200 Total Sewage 0. $3$ 1. 240 Infiltration Q. Z76 0. 334 � , Basis of apportionment in belt line sewer = 10 years ' t from date of Agreernent = 1977 conditions. Use �xraight line interpolation to i e stimate. , , 1 . 240 0. 334 . 838 . 838 0. 276 . 276 } —,—.— � . 402 x 7/10 = . 2$1 . 0�58 x 7/10 = , 0�1 1, 119 '�otal Sewage . 3I7 total inf. � Estir�ated peak rate o# discharge a� Ke�nard & Larpenter in 1977 (1 , 119 x flow variation fa�tor) -h 0. 317 MGD Infiltration � (1. 119 x 3. 1) + 0. 317: = 3. 469 ± 0: 317 = 3.. 7$6 MGD � , ' � 1 i . I � ; � � ' ; , ' SCHEDULE N NORTH SAINT PAUL'S APPORTIONMENT OF CITY COMBINED SEI�ERS - FOR DETERMIN ' FACILITY DUCTION APPROPRIATED '/. OF REPRODUCTION CODE DESCRIPTDST CAPACITY AVAILABLE COST OF SUBURBS N0. 965 MGD(2) CAPACITY APPROPRIATION ' NS-201 SANITARY INTERCEP' NST202} FROM BELT LINE T072,408 3.786 15.908 $ 27,427 ' NS-203 MAIN BELT LINE tRl NS-204 FROM POINT DOU6LAl17,832 3.786 0.295 4,566 NS:205 TO MAR6ARET STREE' NS-208� MAIN BELT LINE TR04,818(3) 3.J86 0.368 2.224 v , NS-207 FROM MARGARET TO 84,870 3.786 0.524 3,085 ^ N NS-208 MECHANIC - ETNA Tp6,720(4) 3.788 0.734 1,591 ' i�IS-209 BELT LINE FROM MAO1,600(5) 8.786 0.823 1,482 NS-210� MARYLAND & NENNAR60,900(6) 3.786 0.823 1.324 , � NS-211t KENNARD - MARYLANI v NS-212S ARLIN6T27,300(7) 3.786 1.082 4,823 ° NS-21Z KENNARD - ARL(N6T1 �' NS-213} HOYT 84,600(8) 3.788 1.868 3,079 i NS-213, KENNARQ - HOYT T093,800(9) 3.786 8.884 8,457 ' TOTALS 38,808 3 55.818 NA - NOT AVAILABLI , (1) SCHEDULE NS- (2) SCHEDULE N�I (3) ESTINATE AT : ' (4) ESTIMATE AT : (5) ESTIMATE AT : (6) ESTIMATE AT : (7) ESTIMATE AT : ' (8) ESTIMATE AT : (9) ESTIMATE AT ' ' ' � ' , ' ' SCHE�ULE NS � NORTH S�IbT PAUL FINANCING CHARGE, TOTAL RENTAL CHARGE FIIR USE OF ' FACILITY YEAR SUBURB SHARE CODE CONST. REPRODUCTION �4 1975 1978 1977 N0. COST (1) ' kS-ZO1 (CONDITION) 175� (53.125) (51.875) (50.625) NS-202 1937 $ 27,427 �t3 $ 14,571 $ 14,228 $ 13,885 ' NS-203 NS-204 (CON�ITION) 125) (36.875) (35.625) (34.375) NS-205 19?4 11,446 984 4,221 4,078 3,935 ' NS-208 NS-2U7 NS-208 , NS-209 NS-210 (CONDITfON) 375) (38.125) (38.875) (35.625) NS-211 1925 10,488 130 3,989 3,867 3,738 ' NS-212 ' NS�213 (CONDITION) 375) (73.125) (71.875) (70.825) ' kS-213 1953 8,457 802 4.722 4,641 4,580 TOTALS $ 55,818 208 $ 27,513 $ 26,814 S 26.118 , fINANCIN6 CHAR6E ' AT 3.5% OF CURRENT VALUE 987 S . 963 $ 938 S 914 DEPRECIATION CHARGE AT 1.25'/. OF REPRO. GOST 698 898 698 698 ' 685 S 1,881 $ 1,636 $ 1,612 ANNUAL RENTAL CHARGE � QUARTERLY RENTAL CHARGE 421.25 S 415.25 $ 409.00 $ 403.00 (1) FRON SCHEDULE NSr7 i � - 1 1 1 1 1 ' � ' SCHEDULE NS-9 and , SCHFDULE NS-10 i � All City sewers used to convey North Saint P�.ul's sewage are combined sewers, therefore the last paragraph of Section 5, ' Subdivision 3, and Sehedules NS-9 and NS-10 do not apply to the Village of North Saint Paul. 1 1 i i 1 � 1 � 1 i � 1 � ' �i � � � �� q ; SCHEDULE rJS -11 ,., � MINNEAPOLIS-SAINT PAUL SANITARY DISTRICT " � ; SEWAGE TREATMENT PLANT ; CAPITAL ADDITIONS, 1938•-1961 �' ' Value as of December 3I, 1964 Trended Trended Original � Capita.l Trend Original Condition Cost Less j Year Additions�a� Factor �b� Cost Percent�� Depreciation $ $ % � � �1� �2� �3� � �4� �5� �6� , 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. 75 9, 420 � 1941 4, 356. 62 2. $74 12, 520 41 . 25 5, 160 _ � 1942 3, 969. 44 2. 831 1 A, 240 43. 75 4, 920 � 1943 680. 37 2. 845 1, 940 46. 25 900 ! -'►� �~ 1944 971. 99 2. 803 2, 720 48: 75 1, 330 ; 1945 3, 686. 28 2. 749 . 10, 130 51. 25 5, 190 �. 1946 I, 222. 69 2. 497 3, 050 53. 75 1, 640 j 1947 7, 664. 41 2. 052 15, 730 56. 25 8, 850 � 1948 (19, 446. 36) - (19,450) - (19, 450) f 1949 10, 160: 11 1 . 753 17, 810 61. 25 10, 910 � , ( 1950 23, 802. 70 1. 649 39, 250 63. 75 25, 020 . , . ,3� 1951 208, 082. 93 1 . 52? 317, 740 66. 25 210, 500 . 1952 14, 051 . Sf, 1. 497 21, 040 68. 75 .14, 470 1953 18, ?92. ?2 I . 398 26, 270 ?1 . 25 18, 720 '� 1954 24, 528. Q� 1 . .i49 33, 090 73. 75 24,400 1955 6, 20i . 8'�d� 1 . 283 ?, 960 76. 25 6, 070 '� 1956 128, 193. 22�e� 1. 2i0 155, 110 78. 75 122, 150 � 1957 15, 734. 8:�f� i . 143 17, 980 81 . 25 14, 610 1958 i 2, 3�8. 50(f� L . 092 13, 480 83. ?5 11, 290 ' � 1959 4, G77. ;.7�f� i . 059 4, 320 86. 25 3, 730 1960 3�, 1�3. ��8�f) ;, . 049 35, 850 88. 75 31, 820 1961 34, 872. 82�f� 1 . 038 36, 200 91. 25 33, 030 � Total 554, 381 . 29 811, ?b0 552, 840 ; � � (a) .Based on Sanitar�r District records of original cost. (b) Based on Sewage Treatment Plant Trend Factors, Schedule NS-1 (c) Based on estimated 40 year life of facilities with depreciation at 2. 50% per year. (d) Excludes land acquisitio�ns. '' (e) Excludes land acquisitions and program of research and investigation. (f) Excludes program of research and investigation. � � � SCHEDULE NS -12 ' 1 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 � Construction Cost Less Obsolescence and Ret'r ments $ 3, 377, 937 ` Weighted Trend Factor to December 31, 1964�a� 3. I20 � Trended Orig4nal Cost $ 10, 539, I60 Condition Percent�b� 33. 75% � � Trended Original Cost Less Depreciation of Original " � 1935-1938 Construction $ 3, 556, 970 Y , Federal Grant Credit on Original 1935-1938 Constru�tion at 27. 5%�� 978, 170 � � December 3i, I954 Value of Original,d�onstruction � 2, 578, 800 Value of 1938-1961 Capital �dc�itions� $ 552, 840 Land Acquisitions 1938-1961 e� $ 246, 220 1 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 C apital Apportionment �- 1. 114 MGD �f) x 3, 880, 520 = $ 19, 830 218. 0 MGD , � • . _.•�� (a) Based on Sewage Treafinent Plant weighted Trend Factor, Schedule NS-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 NS-3a (c) 27. 5% Based on: Total 1934-1938 Construction Costs $10, 714, 350 I � � Total Federal Graa�ts 2, 942, 565 Federal Grants expressed as percent • ; of total 1934-1938 construction costs , 27. 5% � (dj Based on Schedule NS-11 (e) Original Cost. , (f) Schedule NS-13 , � R's : , � SCI-�EDULE NS-13 , BASIS FOR DETERMINING SUBURB'S SEWAGE TREATMENT PLANT CAPACITY REQUIREMEN'TS � ' (For purpose of this agreement use the values estimated for 1970 as given in "Metropolitan Saint Paul Sanitary Sewerage Report" dated May $, 1964), � Domestic Com'1. & Ind. 5ewered Sewage Waste Infiltration Total District Population MGD MGD MGD MGD jNS-1 11, 300 0. 678 0. 160 0. 276 1 . 114 i � i i 1 � i � 1 t i 1 1 . � . � S�HT.:I,)ULE NST 14 ' �., � . BASIS �'C)R ri�T�RMINIIVG �UBU1�B'S CA�'ITAL . �, 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 � under construction and only partially completed and in partial operation. The actual costs of this plant cannot be known until the work is finished. � ^ � On April 25, 1966 the Board of Trustees of the M.S. S. D. by Resolution No. 1124 adopted a revised estimate of total cost of $Z7, 150, 000. 00. This � estimate represents net cost a£ter deducting anticipated Fed'eral grant money�. Suburb's capital apportionment shall be based on this ea�imate. Adjust - menta with appropriate additions or credits to Suburb shall be made when final �- � costs ar.e audited. � �. � Suburb's Capital Apportionment � � New M. S. S. D. Sewage Treatment Plant � � _ 1. 114 MGD x $27, 150, 000. 00 $138, 739 � 218. 0 MGD ' � �.,. :�. � � �. � � �.. , . � ,. : � � Schedule NS-13 . : � ,�. � ' . . , . � . � . . � . . � , SCHEDULE NS-15 ' CREDIT FOR CAPITAL PAYMENTS � 0249 0310 0930 Sewer Sewer Incremental Maintenance Rental S. R. Total ' 1963-3rd Quarter $ 4, 8,35a 04 $ 3, 682. 26 $ 2, 445. 25 $10, 962. 55 4th Quarter 4, 925. 44 3, 792. 96 2, 517. 25 11, 235. 65 � 1964-1st Quarter 5 023. 44 3, 863. 40 2, 563. 25 11, 450. 09 � 2nd Quarter 5, 029, 44 3, 867. 90 2, 56f�. 25 l I, 463. 59 , 3rd Quarter 5, 179. 04 3, 982. 02 2, 640. 50 11, 801. 56 4th Quarter 5, 195. 04 3, 995. 94 2, 649. 75 11, 840. 73 , 1965-1 st Quarter 5, 273. 64 4, 043. 34 2, 680. 75 11, 997. 73 2nd Quarter 5, 273. 64 4, 043. 34 2, 680. 75 11, 997. 73 Totals $40, 734, 72 $31, 271. 16 $20, 743. 75 $92, 749. 63 ' Credit 2/3 of 0249 = $27, 156. 48 � All of 0930 = $20, 743. 75 t $47, 900. 23 , � ' � � ' ' �.. � � SCHEDULE NS-16 ' ' CREDIT FOR DIRECT CASH CONTRIBUTIONS TOWARD CONSTRUCTION OF JOINTLY USED FACILITIES ' � � Does not apply to North Saint Paul as no direct contril�utions were made by Suburb towards construction cost of jointly used sewers for conveying � sanitary sewage. ' � 1 i 1 1 f 1 1 1 � � � SCHEDULE NS-17 � SUMMARY OF TOTAL CAPITAL APPORTIONMENTS AND CREDITS � . Capital Apportionments - (Section 5 of Agreement) ` Title Ref. Schedule Amount � MSSD Interceptor Subd. 2 NS-5 $ 8, 066 Jointly Used City Sewers Subd. 3 NS-10 None � Existing MSSD Sewage Treatment Works Subd. 4 NS-12 19, 830 � New MSSD Sewage Treat- ment Works Subd. 5 NS-14 . 138, 739 � Total Capital Apportionment $166, 635 � Capital Credits - (Section 9 of Agreement) Quaxterly Payments NS-15 $ 47, 900 � Direct Cash Contributions NS-16 - Net Capital Apportionment $I18, 735 � (Quarterly Payment if paid in 120 equal installments - See Subd. 2, Section 5) $ 1, 603 � In addition to tihis quarterly payment there is a rental charge, as shown � on Schedule NS-8 which varies frorrx $476. 25 in 1965 to $403. 00 per quarter in -- 1977• , � � � �