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Water & Sewer DocsTQ_ ' i vCITY OF FRIDLEY 6431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55421 PHONE: 560-3450 SUBJECT: DATE: :z FOLD - PLEASE REPLY TO SIGNED AT a Will 11 t • � DATE /Q /7 10 SIGNED L SEND WHITE AND PINK COPIES WITH CARBON INTACT PINK COPY IS RETURNED WITH REPLY. (Z MEMO TO: CITY ENGINEER FINANCE DIRECTOR FROM: CITY MANAGER DATE: OCTOBER 2, 1969 Attached hereto is a complaint from Mr. M. P. Bozony concerning water and sewer laterals. He indicates he has paid assessments and does not have benefits. Please check out and provide data and recommendations as a basis for presenting our reco.muendations to the Coancil. Also, as a basis for reply to Mr. Bozony. Information needed so as to present to Council in October 13, 1969 Agenda. HRA/mis Enc - 2 d HOMER R. ANKRUM 0 From: 1J.P. Bozony 5820 - 4th St. N.E. -111,pls . T;_inn . To: r. Homier Ankrum City ;Manager or whom it may concern Fridley Gity Hall . Sept. 28, 1969 Gentlemen: My complaint is concerning the property I own at 6880 East River tioad. There are no lateral water or sewer connec- tions on my side of the street. Then I purchased this house my lawyer checked out the water and sewer assesments to see if they were in and paid for. Your record.es in the Financial Department, do so indicate, however your Engineering Dept's draw ings show differently. I checked this out with .ir. Les Chesney. (Note) I just recently checked with the Engineering Dept and found out this last fact. I am now in the process.of selling this home, and my Real Estate Agent informs me that I have to have evidence that the water and sewer are in and paid for before a home loan my be arranged for. I ,,,,ant the water and Fewer laterals brought across East River Road to nay property, as soon as possible. I feel that you are responsible for having this servick available to me, si nee you have accepted full payments for the a-sesments. I would not have purchased said property if I knew that these services were not available. Respectf-41y, i:.P. Boz ny SPECIAL 1F2R0"dEITSNTS ezcribad All that tract or parcel of land lying and being in Ano' County. A,inneso a, � as follo::a, to crit: tl�-`-� ' T�—(�! ���� L'�`� '��.�� �vL- ✓/ �����N� Gam"'':. office ice of the City of This is to Certify that 1 have examinad t4 records in the o Fridley, Minnesota, and find that the above described tract or parcel of land has tha f ollo,.aing icprovemants indicnted by check mark. Water Clain Sidewalk Street Surfacing �----� Curb rind Gutter Alley Faving Seder 2;sin Garbage Collection tinter Lateral — Street Grading _ Cj _ -Allo Gradin Tarring Street Sever Lateral - y g Storm Scumr _ Street Sprinkling I turthar certify that according to the records of said office, the follcfAng asgaasc-nts appsar unpaid: tjrig nrsl Total Ant. Unpaid Kind of Ywpv" t Bona EcAmount Subsequent toginning Current Year Water 23aiu �, (� _yrs• 1 t' S - Savzr i nirj�•�_�;,;,yYs• l S� Water Lat;:ral s. Settir l.st4ra1 a- Stores Se.--r___---_-bra • St. Surf acing_____.vr3• I frrthar certify that according to the records of said office, the foiloWing irap:ave- Ints Ara Funding after having been approved and are noj in the process of plarning or completion: Find of l�pv't. Approx. D of Approx.Cost of I Completion mprover-: nt z� 'Etre records referred to ab.bve are p ,b is rec _: 3s and cosy be inspreted by anyone during d as a regular business hours. Tha can rch'of the ���etifd d`. .3 thebabove indicatedy the esaarchea public service o7 request. The und,rsig.e f=are nide and are believed to be accurate, tctzver, the undarsi� .nd or the City of Fridley does not insure the accuracy of the: above statements and dc�n nOt assume liability for errors and omissions. ayf 196_ / // <�do Drted this______ _.�� - -----------„•--, STATE OF MINNESOTA COUNTY OF ANOKA MUTUAL AGREEMENT THIS AGREEMENT made and entered into this 10th day of June, 1970 by and between the City of Fridley, Anoka County, Minnesota, a Municipal Corporation, hereafter referred to as the City, and Leslie W. and Dorothy L. Wilke, owners of real estate within the City of Fridley, hereafter referred to as the owners. WHEREAS the City of Fridley has requested a permanent utility easement described as follows: A strip of land 10 feet wide lying 5 feet on each side of the following described line; commencing at the Northwesterly corner of Lot 8, Block 2, Sandhurst Addition, said Plat on file of record in the office of Registrar of Deeds, Anoka County, Minnesota; thence easterly along the North line of said Lot 8 a distance of 25 feet to the actual point of beginning; thence Southwesterly in a straight line to the point of intersection of center line, center line of the Northerly and Easterly legs of Hartman Circle said point also being the point of 50 foot radius, thence terminating; and WHEREAS, the City desires to install a water and sewer line to serve Lot 9, Block 2, Sandhurst Addition. NOW THEREFORE, be it agreed by and between the parties hereto that the owner authorizes the above construction. Said authorization being given upon the condition and with the understanding that the above construction be subject to the rights of the City to use said property for :.he above described easement purposes. IT IS further agreed said authorization being given by the owner subject to the following: 1. The City will install the utilities by a method known as tunneling. fia 2. The City will pay all reasonable cost of replacing the damaged landscaping. This shall include any correction work necessary in the event of future settling. 3. The owner will reserve the right to obtain the landscaper of his choice with City approval. BE IT FURTHER RESOLVED, that this Agreement is to run with the property and be made binding upon all future owners of said property and pursuant thereof, the parties Agree to record this agreement with the Anoka County Register of Deeds. In testimony whereof, the parties hereto have hereunto set their hands this 10th day of June 1970. LESLIE W. WILKE OR - JACK 0. KIRKHAM DOROTHY L. WltKE Owners of Lot 3, Block 2, Sandhurst Addition - 129 Hartman Circle In presence of CITY MA GER - HOMER ANKRUM From: Bozony S f 3-(C 5$20 - 4th St. N.E. Vinn. To: I.X, Homer Ankrura City Iianager or whom it may concern Fridley Uity Hall Gentlemen: Sept. 2$, 1969 i-iy complaint is concerning the property I own at 6$$0 East Raver noad. There ara no lateral water or sewer connec- tions on my side of the street. �14hen I purchased this house my lawyer checked out the water and sewer assesments to see if they were in and paid for. Your recordes in the Financial i Department, do so indicate, however your Engineering Dept's draw ings show differently. I checked this out with Mr. LOG �_.. Chesney. (Note) I just recently checked with the Engineering Dept and found out this last fact. I am now in the process. of selling this home, and my Real Estate Agent informs me that I have to have evidence that the hater and sewer dre in and paid for befox,e a home loan my be arranged for. I want the water and sewer laterals brought acroors East River Road ,to my property, as soon as possible. I feel. that 0 you are rewponsible for having this servic4 available to mei si nee you have accepted full payments for the assesments. I would not have purchased said property if I knew that these services were not available. Re>pectf-u- Iy, ,.P. Boz - ny 11 1.5 MEMO TO: CITY ENGINEER FINANCE DIRECTOR FROM: CITY MANAGER DATE: OCTOBER 2, 1969 Attached hereto is a complaint from Mr. M. P. Bozony concerning water and sewer laterals. He indicates he has paid assessments and does not have benefits. Please check out and provide data and recommendations as a basis for presenting our recommendations to the Council. Also, as a basis for reply to Mr. Bozony. Information needed so as to present to Council in October 13, 1969 Agenda. HOMER R. ANKRUM HRA/mis Enc - 2 1-4 October 9, 1969 MEMO TO: City Manager and City Council FROM: Finance Director SUBJECT: Complaint of M. P. Bozony Concerning Water and Sewer Laterals on Lot 9, Block 2, Sandhurst's Addition. I have researched the records concerning the complaint of Mr. Bozony, 6880 East River Road, relating to the water and sewer lateral charges on his property. I find the assessment roll for the water and sewer laterals in the Sandhurst's Addition was adopted on October 31, 1956. The total cost of the sewer laterals in the Sandhurst's Addition was $8,104.03. The total cost of the water laterals in the Sandhurst's Addition was $10,073.65. There apparently was a request from the developer and owner of the property to spread the water and sewer lateral charges equally on all of the lots in the subdivision. This was done, with the total cost being divided among the thirty-four lots in the subdivision. However, one of the lots does not front on Hartman Circle but fronts on East River Road. I do not know whether the intention of the developer was to put a lateral charge on this lot, or whethor it was his intention to divide the total cost by thirty-three lots, rather than thirty-four lots. In any event, Lot 9, Block 2, Sandhurst's Addition does have water and sewer lateral charges but does not have water and sewer service. I feel that the extent of the liability of the City if any, would be, to refund the sewer lateral charge of $238.35 and the water lateral charge of $296.00 which was levied on Lot 9, Block 2, Sandhurst's Addition and subsequently paid in full. SPECIAL PUBLIC HEARING MEETING OF OCTOBER 31, 1969 PAGE 27 To serve this lot with water would not be too difficult, but the sewer line is about 2' higher, so there would have to be an ejector pump, or tunnel under East River Road to hook up to that line. Councilman Sheridan asked if there would not be less maintenance if the line were run to the East River Road line, The City Engineer said that he believed so. Mr. M.P. Bozony said that he could get into the East River Road line. He said that when he bought the property his lawyer did an assessment search and found that there were water and sewer assessments in and paid for. He knew that he had a well, but did not know that he was not hooked up to City sewer. He said that he would not have bought the property if the re -- cords had been correct. Councilman Sheridan said that the community has some kind of an obligation to serve this man and he felt that it should be at the City's expense. It may be cheaper right now to install a pump, but it may not be cheaper over the years. He suggested that the City Engineer study this and bring back some cost estimates. The City Engineer said that he thought that it would be over $1,000 to bore under East River Road and in that case there would have to be a contract let. Mr. Bozony said that he now has the house up for sale. Councilman Samuelson commented that for an F.H.A. loan there has to be one service connected. Councilman Sheridan said that if the City were to order the work done, there should be some assurance that he will hook onto the line. He said that he did not feel that refunding the money would be the answer, rather that the house has to be supplied with the services. Mr. Bozony said that he would hook up if the City ran the line. MOTION by Councilman Sheridan to supply the water and sewer services to 6880 East River Road at the City's cost when requested, and the City Manager to prepare a letter to this effect to satisfy his financing company. Seconded by Councilman Samuel$on. Upon a voice vote, all voting aye,Mayor Kirkham declared the motion carried unanimously. CONSIDERATION OF COMMUNICATION FROM FRIDLEY CIVIL DEFENSE REGARDING POLE AT FIRE STATION: MOTION by Councilman Harris to concur with the Director of Civil Defense and the City Manager as outlined in the memorandum dated October 3, 1969. Seconded by Councilman Sheridan. Upon a voice vote, all voting aye, Mayor Kirkham declared the motion carried unanimously. LICENSES: MOTION by Councilman Harris to approve the following licenses: General Contractor Approved By Gerald L. Clark Blders. Gerald L. Clark NEW Building Inspector 1271 Arbor Street Crystal Bay, Minnesota Country Blders. Charles Elond NEW Building Inspector 2950 Metro Drive Minneapolis, Minnesota SPECIAL COUNCIL MEETING OF OCTOBER 13, 1969 PAGF 26 g@presantgtjv0s may feel that all these costs are eligible under fXQQd disaster monies, only part, or none at All, go it Is possible the City may end Up pAyi49 All the QQFt* for this work, There -is about $20,000 left under EmorgonCy Qr4jnan�q #426 to take caro of Any portion unpaid by the 9141r, if 0191p, fQql* that the necessary wpr% does not mQQt thoig criteria For then there will be A necessity fQg smother Mergengy 9rdjpa;qp to be VgilmV4 If the guy's share of the cost runs over the monies Authorized under Emergency Ordinance #426, The work on Riverview Terrace has to be done am soon as pQqsjble so the djXo work can be started, He repqrtod that quotes were taken on the emergency work from Qile and Nelson CQnqtruptjQn Company and pun%ley Surfaqing Company with Gile & Nelson coming in about 20% lower. if the CQqnqil wants to proQeQd with the work, he recommended that the emergency award be given to Qile And Nelson. The City Attorney pointed out that this was why Emergency ordinance #426 was passed in the first place, Mr, Comstock said that Gile and Nelson's quote included new manholes and Dunkleys' rehabilitated manholes. There could be a further reduction if the rehabilitated manholes are used, CquncilMan Harris asked about the dewatering item, Mr. Comstwk said that he did not know why the bid did not include the dewatering. There were no test holes made, This has not been a wet se4son. . so there should not be much dewatering necessary, Councilman ,Harris felt that there should be some coptrQ1 over an Qpen-ended.item. .MOTION by Councilmaii Harris to award the emergency sanitary sewer work necessary in Riverview Heights under Zmergency,.0rdinange #426 tQ Gile.and Nolpon,ConetructiQn Company, Seconded by C9unqilman,Sberid4n, Upon a voice vQte., all voting gye, Mayor Kirkham deQlared the motion carried unanimously. MQTXQN.by CQunq,ilman Sheridan to award the contract for Sanitary Sewer Project #96 to Dunkley surfacing Company in.the amount of $18,500.00. Seconded by Councilman Liebl. Upon a voice vote, all voting aye, Mayor Kirkham declared the motion carried unanimously. CONSIDERATION OF APPOINTMENT TO POLICE CIVIL SERVICE COMMISSION; (Replacing Fames Keating) Mayor Kirkham said that he had a suggestion to place before the Counc1l. He auggostO Mr. Robert Hynes who is an attorney and has worked on the Human Relations Committee, MOTXQN by Councilman Samuelson to apVQ41.nt Robert Hynes to the police Civil ,Servipo Commission, with An expiration date of,DeQemjDer 31, 197Q, Seconded \.by Councilman Harris. Upon a voice vote, all voting Aye, Mayor Kirkham de- clared the motion carried unanimously. DISCUSSION 2E -COMPLAINT FROM M.P. BOZONY ON SEWER AND WATER LATERALS; The Finance Director said that as outlined in his memorandum to the City CQ�nQil dated October 9, 1969, Lot 9. Block 2{ Sandhurst's Addition does have water and 49wor lateral charges but does not have Water and sewer services, Those charges were spread In 1956, The City 9ngineer added that there are water and, power Itngg In Hartman Circle and there is a sower line on the @got aide of rant Aiypx R004- Qrivinally tho4e lots were Part of the PlAt 4n4 the 4evoloper requested that all the lots �e gopepped equAllyp however( lQt fronts on Hast River Road rather than Hartman Circle, Y' April 1.3, 1970 Mr. Milan P. Eozony 5820 Fourth Street N.E. Minneapolis, Minn. 55421 Re: Sewer and Water Service to 6880 fast River Road Dear Mr. Sozony, The City has made a study to determine the method and cost to serve the residence at 6880 East River Road. The only way to serve the property is to tie into the line on iiartman Circle, 'However, the elevation of the sewer makes it necessary to install an ejector pub to liFe the sewage up to the Hartman Circle line. We are submitting, a report to the City Council which, when approved, will authorize the City to allow you $390.00 toward; the purchase of a pump, $260.1)0 for pl.unbing instal- lation and $300.00 for electrical work to serve the pun.p. This would include a new 100 amp. electrical service. the City would also install a Aster and sewer service to a point located bear the Southwest corner of your lot. Tf you have questions on this, please call me. Also, if you do not agree with the method or rarounts as indi-- cated above, please notify us rand/or attend the Council meeting on April 20, 1970. DC: 01) Yours very truly DARREL CLARY. Engineering Assistant MEMO TO: Nasim M. Qureshi - City Engineer MEMO FROM: Darrel Clark - Engr. Assistant MEMO DATE: April 10, 1970 RE: Sewer & Water Service to 6880 East River Road Lot 9, Block 2, Sandhurst Addition COST BREAK DOWN SEWER - 75,' of 6" V.C.P. @ $6.80 1 Ejector pump @ $390.00 Installation of pump @ $260.00 Electrical to pump @ $300.00 TOTAL SEWER g5 - WATER - 90' of 1" Copper @ $5.80 1 - 3/4 x 1 corporation @ $9.00 1 Stop Box TOTAL WATER SEWER AND WATER TOTAL $ 510 = 390.00 a-- t- 3no 00 $1,460.00 $ 522 DD_ = 9.010 30.90 $ 561.00 $2,021.00 This does not include possible easement cost between Hartman Circle and the Bozony lot line. DARREL CLARK Engr. Assistant DC/nj f D yso x I Ij � V 44 � ti ►� i a 6 66 _ � I , cYo'f�PPy �r r Ln W 00 rn l U M n o6 At s l 1 w ., ♦1 �.' z 1 96 96 of w s O T N :• --- `�v n w` 1 fS.5 7 QU T Irl Qi Sfi/ s `v 7 .i C Opp` c o � �-_ _ � _•-__ J 1 r _J7 1 1 oo.o _ 1 � H n 1 I � uC/) 1� I C o •O -• �, 1 u_oa.Sa;/ S, d 811 1 O oo/ r. so,iz;aiN � I 00/ 7 ��� t�.z„� of -77 \ � 's ' . ,� `' �_ N1 / � cn` �' f/ .d Lore �% G0 D • � ue jGv. _ . Decew ber 3, 1959 Mr. 1H.P. Bozony 6880 Nast River Road Fridley, 14inn. 55432 Bear Lir. l:ozony: The City Council.discussed the water and sewer laterals for Lot 9, Block 2, Sandhurst's addition to the City of Fridley. The discussion was at the request of Pir. N.P. Bozony. The City Council in session October 31, 1969 passed. a motion and agreed to supply the water and serer services to 688o Fast hive,. Road when requested Dand at City cost. Extracts from. the Council -Unutes of October 11, 1959 are attached hereto. (Pages 26 and 27) If additional information is needed, please advise. Very truly yours, City iManager h'RA/nj f -- cc. Nasimm Qureshi - City En,,, neer ... i:arvin Brunsell - Finance Director xpp�esenta:tives may feel that all these costs are eligible under flood disaster monies, only part, or gone at all, so it is possible the City may Qnd Lip payir1g ali the costs for this work. There -is abQLlt $20,000 left under Fme.rg�noy Qr4inan45; #426 to take Bare of any pgrtiQ;3 unpaid by the Q,F1F, If o,E.P. feels tilat the necessary wQri4 does 11ot meet their criteria Qx tiZ�,,n there W41.1 be a Necessity fox a.nQthe:' Emergency Qrdlnailep tQ be paYspd, ,if t)?p City's share of tie cast run; aver the monies ;�Uthgrl?ed under Emergency ordinance -4426, The work on Rj.vezv.iew Tevracs has tQ be dppe as soon as pQSsible so the dike wor% Qan be started,. He reported that quotYs were taken on the em rgencl. work >rQm Cita and Nelson Const.rpction Company and Aunkley Surfacing Company w4th Gile & Nelson coming in'a#.i,ut 20% lower. If the CQQngil wants to proceed with the work, he recommended that the emergency award be given to Gile and Nelson. The City Attorney pointed out that this was why Emergency ordinance 4426 was passed in the first place. Mr, Comstock said that Gile and Nelson'-, quote JnQluded new manholes and Dunkleys' rehabilitated manholes. There aomId be a further reduction if the rehabilitated manholes are used. G9unci.1man -Favi:is asked about the dewatering" item, Mx. Comstock said that he did not },now why the bid did not include the There were, nQ t6st bgles m do, This has Not been a wet sc,asoni $p there shQul.d nQt be muvh ftwatQr.ing necessary, Cgunci:man Farris felt that there shQul-d be some control Qve3 an`open-ended. item. MOTION by Gounci:]-r,1ai3 f;anis t:o sward the emerg pay Yanitary sl;tw r work 110CQssary.in Riverview Heights under Emergency.:0rdin4n9e #426 tQ Gile..and . Nei son"Construction Company, SecQnded by CQunciiman:Sheridaiz, Vpon a V.0_.Qe vote., all voting gye, Mayor Kirkham declared th.e mono .ca ried unaninousl.y. MOTION. by CQuncilm,=.n Sheridan to award the cgntraot fQr sanitary Sewer Project #96 to Dunkley Surfacing Corpany in. the anmount off' $15,500.00. Seconded by Councilman Liebl. Upon a voice vote, all voting aye, Mayor Kirkham declared the motion carried unanimoiusly. CONSIDERATION OF APPOINTMENT TO POLICE CIVIL SERVICE COM1MISSION; (Repl,aoing 0AMQq reating) MAyor Kirkham said that he had a suggestion tQ place before the Council. He EugVosted Mr. Robert Hynes who is an attorney and h?.$ worked on the Human RelatiQns Committee, 140TION by Councilman Samuelson to appoint Robert Flynes to the PQlice Civil Service Col, �TaissiOn, with an expiration date of Deoermber 31, 1970, Seconded lay CQunpilman EArri-s. UpQn a vQice vote, all voting aye, Mayor Kirkham de- clared the motion carried unanimously, DISCUSSION OF COMPLAINTT FRO!•. M.P. BOZONY ON SEUE R AND WATER LATERALS; The Fjnanco Director said that as outlined in his memozandum•to the City Col;nQi1 dat d October 9, 1969, Lot 9, Flock 2, Szndhurst's Addition does have Ylator and ,CwQr. J e,tprc,l. charges lout does not hav4 water and sewer services, ThF:se Qharg4�t were spread in 1956, Tiz<' CitX Engineer added that there e,x­ lr7ctitor' C.n4 lines in FlartT,-zr+ Circle and trero is a sew -.r line Cin the QZSt P, de of East Five. Or}vin«lly the$Q lots w:re paxt Qf the PlAt AP(l thy. tieYeloper reciucsted that all, the lets ho%,Qvex, th.►,r�'pd" tiCUla,;- IQ",; fronts on East River Road rzt`,er. t:la'j F!,F tman Circle, SPECIAL PUBLIC H.:ARING MEETING OF OCTOBER 31, 1969 PAGE 2 4 To serve this lot with water would not be too difficult, but the sewer line is about 2' higher, so there would have to be an ejector pump, or tunnel under East River Road to hook up to that line. Councilman, Sheridan asked if there would not be less maintenance if the line were run to the East River Road line. The City Engineer said that he believed so. Mr. M.P. Bozony said that he could get into the East River Road line. He said that when he bjught the property his lawyer did an assessment search and found that there were water and sewer assessments in and paid for. Fie knew that he had a well, but did not know that he was not hooked up to City sewer. He said that he would not have -bought the property if the re- cords had been correct. Councilman Sheridan said that the community has some kind of an obligation to serve this man and he felt that it should be at the City's expense. It may be cheaper right now to install a pump, but it may not be cheaper over the years. He suggested that the City Engine- study this and bring back some cost estimates. The City Engineer said that he -thought that it would be over $1,000 to bore under East River Road and in that case there would have to be a contract let. Mr. Bozony said that he now has the house up for sale. Councilman Samuelson commented that for an F.H.A, loan there has to be one service connected. Councilman Sheridan said that if the City were to order the work done, there should be some assurance that he will hook onto the line. He said that he did not feel that refunding the money would be the answer, rather that the house has to be supplied with the services. Mr. Bozony said that he would hook up if the City ran the line. E TION by Councilman Sheridan to supply the water and sevrer services to 80 East River Road at the City's cost when requested, and the City Manager prepare a letter to this effect to satisfy his financing company. conded by Councilman Samuelson. Upon a voice vote, all voting aye,Mayor rkham declared the motion carried unanimously. CONSIDERATION OF COMMUNICATION FROM FRIDLEY CIVIL DEFENSE REGARDING POLE AT FIRE. STATION: MOTION by Councilman 'Harris to concur with the Director of Civil Defense and the City Manager as outlined in the memorandum dated October 3, 1969. Seconded by Councilman Sheridan. Upon a voice vote, all voting aye, Mayor Kirkham declared the motion carried unanimously.. LICENSES: MOTION by Councilman Harris to approve the following licenses: General Contractoriiy_��roved Bx Gerald L. Clark Blders. Gerald L. Clark NEW Building Inspector 1271. Arbor Street Crystal Bay, Minnesota -l. Country Blders. Charles Elond NEW Building Inspector 2950 Metro Drive Minneapolis, Minnesota ?o0,UC) � OC / ��."�� !.'pry � ��-j .CICS �'�• ��� I c)o 6 r L� y (; 5/0, GO -e: nn ?o0,UC) r C' K Q . Cc -P I,�;�� tet• ov C f- t/ • PLUMBING AND HEATING MATERIAL • G ® ® ®' N COMPANY W o/ ejalert. FITTINGS • PIPE • VALVES PUMPS • WELL SUPPLIES 525 NORTH THIRD STREET TELEPHONE: 333-4155 MINNEAPOLIS, MINNESOTA 55401 City of Fridley Date March 25 1970 6431 UniveflTity N.E. Name of job Fridley, Minn. 55421 Attn: Bill Sandeen Town Location We are pleased to submit the following quotation which we hope will receive your favorable consideration 50 GPM 20 ft. Head 1 #310934 230/1/60 3/4 HP Enpo sub. sewage pump ) 1 #1700 level sensor ) 1 #112-36-3 steel cover with access lid ) 1 36 x 36" steel sump tank ) 1 Magnetic starter ) $806.00 Alternate - 40 GPM 15 ft. Head 1 Model 324 complete assembly ) Enpo 1/2 HP 115V sewage pump with 24 x 3011 ) steel tank and cover) $390.00 N 3 . j 4m p� 1��'"� NZ Alternate - 40 GPM 20 ft. Head 1 Fig. 7302 P 1/2 HP 115V Deming sub. sewage ) pump with 24 x 3011 steel tank and cover ) $386.00 QUOTATIONS SUBJECT TO CHANGE WITHOUT NOTICE. F.O.B. MINNEAPOLIS, UNLESS OTHERWISE STATED. WHEN ORDERING. REFER TO ABOVE QUOTATIONS, DATE AND JOB NAME Description, quantities, prices and extension above have been carefully figured and rechecked, but we do not quarantee they are correct. Please notify us if any differences exist. Above prices are not guaranteed against any advances authorized by governmental regulations. • 0 3000 & 4000 SERIES HEAVY DUTY SUBMERSIBLE SEWAGE EJECTOR PUMPS Enpo heavy duty ejector pumps are available in 3" or 4" discharge sizes and in a hp. range from 3/a to 5. They are recommended for pumping sewage, stringy materials and irregular solids and liquids. Solids up to 2" pass through the non - clogging impellers on the 3" pump and solids up to 3" pass through the 4" dis- charge pump without the need for screens or shredders. The design of this pump incorporates many of the features of the smaller Enpo ejector pumps ... features that have earned their reputation of being the best in the industry. These features include: (1) Shock resistant impeller; (2) Permanently lubricated bearings; (3) Motor is completely sealed against water, moisture, dirt, and sewage gas; (4) Power failure • does not cause motor damage due to flooding ... units start operating the instant the power goes on; (5) Solid cover over sump or receptor in which pump is installed saves space ... nothing above the floor occupying valuable space; (6) Enpo ejector pumps are also recommended for replacing column type sump and sewage ejectors. 22 Motors -3/4 and 1 H.P., 1/115/60; 3/4 thru 3 H.P., 1/208/60, 1/230/60; 3/4 thru 5 H.P., 3/208/60, 3/220/60, and 3/440/60, oil filled, with diaphragm for contraction and expansion of oil, perma- nently lubricated ball bearings, automatic reset thermal overload protection in both single and three phase units • Discharge -3" and 4" • Im- peller—two blade non -clogging design, dynam- ically balanced, 4" discharge unit passes 3" solids, 3" discharge unit passes 2" solids • Ma- terials—cast iron motor and impeller housing, cast iron impeller, stainless steel shaft • Power cord length -15' • Warranty—guaranteed for one year against defective workmanship or ma- terials in ordinary applications. TOTAL DYNAMIC HEAD AND GALLONS PER MINUTE Performance of 3" and 4" Discharge Ejector Pumps, 3/4-5 HP. Clearance Diameter Dimension "B" C 0 N C E 0 Dis- Dimension Dimension Model No. charge Phase "A" "B" 30134 & 30234 3" 1 16.5" 171/4" 30134 & 30234 3" 3 16.0" 171/4" 30301 & 30401 3" 1 16.75" 171/4" 30301 & 30401 3" 3 16.25" 171/4" 40112 & 40212 4" 1 19.25" 215/a" 40112 & 40212 4" 3 18.75" 215/$" 40302 & 40402 4" 1 19.75" 215/$" 40302 & 40402 4" 3 19.25" 215/$" 40503 & 40603 4" 1 20.75" 215/$" 40503 & 40603 4" 3 19.75" 215/8" 40705 & 40805 4" 3 20.75" 215/8" III�IIIII�IIIIIIII�IID�711111111�111'i•'.:>■IIIIIIII� �0�0� Clearance Diameter Dimension "B" C 0 N C E 0 Dis- Dimension Dimension Model No. charge Phase "A" "B" 30134 & 30234 3" 1 16.5" 171/4" 30134 & 30234 3" 3 16.0" 171/4" 30301 & 30401 3" 1 16.75" 171/4" 30301 & 30401 3" 3 16.25" 171/4" 40112 & 40212 4" 1 19.25" 215/a" 40112 & 40212 4" 3 18.75" 215/$" 40302 & 40402 4" 1 19.75" 215/$" 40302 & 40402 4" 3 19.25" 215/$" 40503 & 40603 4" 1 20.75" 215/$" 40503 & 40603 4" 3 19.75" 215/8" 40705 & 40805 4" 3 20.75" 215/8" APPROX. SHIPPING WEIGHTS OF 3/4 THRU 5 HP EJECTOR PUMPS MODEL 30134 30234 30301 30401 40112 40212 40302 40402 40503 40603 40705 40805 1 PHASE, Lbs. 210 210 210 210 275 275 275 275 290 290 — — 3 PHASE, Lbs. 210 210 210 210 275 275 275 275 275 275 290 290 NOTE: Weights include single unit control panel and float switch assembly. Floor plate assembly—Approx. 40 Lbs Manufactured by — OTHER WEIGHTS: Single unit control panel—Approx. 26 Lbs. Duplex unit control panel—Approx. 55 Lbs. Piqua Machine & Mfg. Co. • Piqua, Ohio 23 Litho in U.S.A. • • E _ Enpo-Cornell Pump Co. ;CO�e�� A DIVISION OF Piqua Machine & Mfg. Co. • Piqua, Ohio 0 Factory Assembled Residential Submersible Ejector Pump Package DESCRIPTION: A complete, factory assembled submersible ejector pump package for residential waste water applications where the sewer or septic tank is located above the basement floor level. USES: MODEL 218 & 224 Bath, powder room, laundry room and similar applications. MODEL 324 Residential uses up to and including entire single family homes. NOTE: For large residences, multiple dwellings or other applica- tions requiring duplex or larger systems see your local Enpo-Cornell Sales Representative or Distributor. SPECIFICATIONS: MODEL 218 Complete assembly, Enpo-Cornell Series 200 pump with 2" discharge; Steel tank 18" I.D. by 30" deep. MODEL 224 • Complete assembly, Enpo-Cornell Series 200 pump with 2" discharge; Steel tank 24" I.D. by 30" deep. MODEL 324 Complete assembly, Enpo-Cornell Series 300 pump with 3" discharge; Steel tank 24" I.D. by 30" deep. i RESIDENTIAL SUBMERSIBLE EJECTOR PUMP PACKAGE Models 224 & 324 MODEL 218 (NOT ILLUSTRATED) FEATURES SEPARATE COVER Typical Installation Application of Enpo-Cornell Sub ersible Ejector Pump Package C" 11 IIS -VENT SEWER LINE TO STREET SHOWER WATER Q LAVATORY CLOSET LAUNDRY TRAY Y 6-69 4300-1 _ _ Enpo-Cornell Pump Co. e•, Eiiii4 4300O�i/e�� A DIVISION OF Piqua Machine & Mfg. Co. • Piqua, Ohio Parts and Dimensional Data I series 200 & 300 1. 300M OR 200M EJECTOR PUMP 2. 1700 LEVEL SENSOR 3. TANK COVER (MODEL 218 ONLY) 4. ACCESS LID (MODELS 224 & 324 ONLY) 5. 2" OR 3" DISCHARGE PIPE 6. 2" OR 3" FLANGE 7. '/4 -10x3" HEX. HD. BOLT 8. "/,b I.D. x 1'h O.D. FLAT WASHER 9. 1/4 -10x 2" HEX. HD. BOLT 10. 2" OR 3" FLANGE GASKET 11.3/4-10 NUT 12. 24"- D. OR 18" I.D. x 30" DP. STEEL TANK I 24 22 . �_ 20 18 Q 16 = 14 W 0 12 = l0 V 8 i] 6 ~ 4 O ~ 2 0- 0 20 40 60 80 100 120 140 160 180 GALLONS PER MINUTE PUMP CAPACITY CURVES DESIGN FEATURES Operating Capability: Ideally suited for handling waste water from water closets, tubs, lavatories, showers, laundry trays and a variety of other residential facilities where gravity systems are not practical. Disagreeable odors and fumes are eliminated by sealed systeM design. Quick -Connect Installation: Substantially reduces installation time. Just position the package —i 3 r-5 -j and hook it up. Takes only inlet, discharge, vent pipe and electri- 2" N.P.T. VENT cal connections. 2" DISCHARGE PIPE 18 LD.---- - Dimensions and Specifications Subject to Change Without Notice Submersible Motor: All models feature 1/2 HP water -proof motors, 1750 RPM, with automatic thermal overload protection. Motors are 115 or 230 volt, 60 cycle, single phase. Heavy cast iron housings. Stainless steel shaft. Handle liquids up to 100°F. Enpo-Cornell Non -Clog Pump: Series 200 and 300 Enpo-Cornell pumps are non -clogging design, with brass wear ring. Volute and impeller are heavy cast iron. Series 200 (Models 218 & 224) will pass 11/2" solids; Series 300 (Model 324) will pass 2" solids. Diaphragm Liquid Level Control: Pressure type control, contained in separate cast iron housing. Diaphragm is neoprene coated nylon. Power Cord Ten foot long heavy duty PVC covered 3 conductor cord, with breather tube, and parallel bladed integrally grounded plug. If cord terminates in damp, humid atmosphere, Enpo-Cornell respirator to seal off breather tube is necessary. Heavy Duty Tanks: All tanks are steel construction with one 4" hubbed inlet. Measurement from top of tank to centerline of inlet is 8". • Tank Cover Gasketed steel cover with single access lid, features threaded vent flange. Flange is 2" on Model 218; 3" on Models 224 & 324. 6-69 4300-2 is • BULLETIN NO. 7302 Section 46 - � E:. � i�_ IUIVIIIIIIIIIViu +""" m _ � _ Vi IIIIIIflIVlllllllllillll''P.�n� II'IIIIV _ L91IVI �I = - ]IVIIPIVII n.IiIVIPIIIIIIIIIIVIIIIIIVVIIIII .. � 'I '�,lil I �!VIIVu ,. CRANE DEMIN(; mmmunmmw. M RESIDENTIAL SUBMERSIBLE SEWAGE PUMPS CONTROLS — Diaphragm enclosed control switch is factory set to start pump when liquid level reaches approximately 14" in the tank. Pump stops when liquid level is lowered to 6". Control switches on duplex units are adjustable in the field to control start -stop liquid level in the tank. ALARM BELL — (Duplex only) Sounds when liquid level in tank rises above a pre-set point. ELECTRICAL ALTERNATOR — (Duplex only) Alternates pumps and operates both pumps when liquid level rises above a pre-set point. Provides stand-by service in the event of an emergency. MOTOR — 1/2 H. P., single phase, 115/230 volt, 60 cycle, 1725 R. P. M., capacitor -start with automatic thermal over - Pumping units and sump cov- ers also available for instal- lation in existing tanks or for locally - fabricated sump basins. Packaged system, simplex or du- plex, pre -wired, assembled and ready to install. Connect piping and power circuit to t-omplete the installation. Receiver tank fitted for 4" inlet, 3" outlet and 3" vent. Pump(s), start -stop switches and internal piping are installed and connected inside an epoxy -coat- ed, heavy gauge steel tank. Vapor -tight cover retains odors in the basin and prevents entrance of foreign objects. The tank cover is flat and smooth, designed to be flush with finished grade to con- serve floor space. Ideally suited for residential installations where sanitary waste must be pumped up to sewage lines or septic tank. Use of a check valve is recommended. load protection. Wired at factory 115 volt on pumping unit or simplex package and 230 volt on duplex package. Motor may be re -connected in the field for alternate voltage. Duplex electrical alternator must conform with operating voltage. CASING — Pump casing is close grain gray iron with extra - smooth passageways, fitted for 2" discharge pipe. IMPELLER — Twin -blade, non -clog, cast iron, capable of passing 11/2" spheres. TANK — Heavy gauge, fabricated steel, epoxy coated in- side and out. Simplex tanks are 18" x 36" or 24" x 36". Duplex tank is 30" x 36". Inlet openings hubbed to re- ceive 4" cast iron soil pipe. Outlet and vent are hubbed to receive 3" cast iron soil pipe. SHIPPING PUMP PUMP IN. DIA. PRODUCT ORDERING NUMBER WEIGHT ISCH HEIGHT SUMP TOTAL HEAD IN FEET PUMPING UNIT ONLY 115V 731b. 10 15 20 23 25 7302 - 200 - 03 - 001 SIMPLEX SYSTEM - 1 15V - 18 x 36 TANK 250 Ib. GALLONS PER MINUTE 7302 - 200 - 03 - 002 2" 151/4" 13" SIMPLEX SYSTEM - 1 15V - 24 x 36 TANK 295 Ib. 7302 - 200 - 03 - 003 107 90 60 30 20 DUPLEX SYSTEM - 230V - 30 x 36 TANK 4711b. 7302 - 200 - 03 - 005Pump shut-off head — 31 ft. Mechanical Specifications Simplex Tank Dimensions Dwg. No. DP 7302-3 Dwg. No. DP 7302-2 4"SOIL PIPE DISCHARGE CONNECTION (INLET) 3,1 SOIL PIPE e�• _ — CONNECTION 1x15" I"DIA IBb BASIN 45° i , iV !n i 45• — — � 3411 5-y STANDARD COUPLINGS 1211 (ELECTRICAL CON.) 3"SOIL PIPE - 4"SOIL PIPE CONNECTION CONNECTION (VENT) y } (INLET) ^ BI 22 STD 24"01 CONTROL ASSEMDLI (E LECTRICL TRICL CON.) 8 1 3„ 6" I 12• Dwg. No. DP 7302-3 - - DISCHARGE 3,1 SOIL PIPE I CONNECTION 1x15" I"DIA IBb BASIN 244 BASIN Fig. 7302 Pumping Unit Dimensions Dwg. No. DP 7302-1 DISCHARGE 2=111 N.P.T. t T6 ✓ 15* 13^DIA. MIN. OPENING -POWER CORD 15 FEET LG. HIGH WAT R V BN I 151 AP4„ PROX. I IF I LOW I 14° 611 4�. 41. 2 1011 TOTAL PUMP WT. 70# Duplex Tank Dimensions Dwg. No. DP 7302-3 SOIL PIPE CONNECTIONS (INLETS) I I. 3411 5-y STANDARD COUPLINGS 1211 (ELECTRICAL CON.) 15 FT. POWER CORD WITH EACH 1011 CONTROL ASSEMDLI 8 2-3"SOIL PIPE CONNECTIONS 3" 6._ 6+{� (DISCHARGE) B I„ 811 3"SOIL PIPE 811 CONNECTION 121' (VENT) _ 367 AUXILIARY�a °l°" A" ,•, —{ Port N". ammo TANK COVER $ I—nn' w. --14 N. P. T. ^ FOR TOP �•^••�'"' DISCHARGE °-sb'• w". bm.d xela "" m• .c °. PI"N bib" Ola. blllad N"In en 96" °.C. !w °B" D . PI"N O, O, ON • s, N1 ON MOTOR 1750 R.PM MAX. SPHERES Is • • 01 llPiNnIEPPI6Na'1�2 .&' ;�� CRANE DEMING DIVISION CRANE CO. Rogers, Ark. Salem, Ohio PUMPS• WATER TREATMENT* ELECTRONIC CONTROLS • PLUMBING • HEATING • AIR CONDITIONING • VALVES* PIPING • FITTINGS FORM 5-64 IOM h litho U.S.A. • • 3000 & 4000 SERIES HEAVY DUTY SUBMERSIBLE SEWAGE EJECTOR PUMPS Enpo heavy duty ejector pumps are available in 3" or 4" discharge sizes and in a hp. range from 3/4 to 5. They are recommended for pumping sewage, stringy materials and irregular solids and liquids. Solids up to 2" pass through the non - clogging impellers on the 3" pump and solids up to 3" pass through the 4" dis- charge pump without the need for screens or shredders. The design of this pump incorporates many of the features of the smaller Enpo ejector pumps ... features that have earned their reputation of being the best in the industry. These features include: (1) Shock resistant impeller; (2) Permanently lubricated bearings; (3) Motor is completely sealed against water, moisture, dirt, and sewage gas; (4) Power failure does not cause motor damage due to flooding ... units start operating the instant the power goes on; (5) Solid cover over sump or receptor in which pump is installed saves space ... nothing above the floor occupying valuable space; (6) Enpo ejector pumps are also recommended for replacing column type sump and sewage ejectors. 22 Motors -3/4 and 1 H.P., 1/115/60; 3/4 thru 3 H.P., 1/208/60, 1/230/60; 3/4 thru 5 H.P., 3/208/60, 3/220/60, and 3/440/60, oil filled, with diaphragm for contraction and expansion of oil, perma- nently lubricated ball bearings, automatic reset thermal overload protection in both single and three phase units • Discharge -3" and 4" • Im- peller—two blade non -clogging design, dynam- ically balanced, 4" discharge unit passes 3" solids, 3" discharge unit passes 2" solids • Ma- terials—cast iron motor and impeller housing, cast iron impeller, stainless steel shaft • Power cord length -15' • Warranty—guaranteed for one year against defective workmanship or ma- terials in ordinary applications. TOTAL DYNAMIC HEAD AND GALLONS PER MINUTE Performance of 3" and 4" Discharge Ejector Pumps,'/4-5 HP. Clearance Diameter Dimension "B" C 0 N C E 0 Dis- Dimension Dimension Model No. charge Phase "A" "B" 30134 & 30234 3" 1 16.5" 171/4" 30134 & 30234 30301 & 30401 3" 3" 3 16.0" 171/4" 1 16.75" 171/4" 30301 & 30401 3" 3 16.25" 171/4" 40112 & 40212 4" 1 19.25" 215/8" 40112 & 40212 4" 3 18.75" 215/8" 40302 & 40402 4" 1 19.75" 215/a" 40302 & 40402 4" 3 19.25" 215/8" 40503 & 40603 4" 1 20.75" 215/8" 40503 & 40603 4" 3 19.75" 215/8" 40705 & 40805 4" 3 20.75" 215/8" ®����lli»��lllllllll�m�lli�lllllll� Clearance Diameter Dimension "B" C 0 N C E 0 Dis- Dimension Dimension Model No. charge Phase "A" "B" 30134 & 30234 3" 1 16.5" 171/4" 30134 & 30234 30301 & 30401 3" 3" 3 16.0" 171/4" 1 16.75" 171/4" 30301 & 30401 3" 3 16.25" 171/4" 40112 & 40212 4" 1 19.25" 215/8" 40112 & 40212 4" 3 18.75" 215/8" 40302 & 40402 4" 1 19.75" 215/a" 40302 & 40402 4" 3 19.25" 215/8" 40503 & 40603 4" 1 20.75" 215/8" 40503 & 40603 4" 3 19.75" 215/8" 40705 & 40805 4" 3 20.75" 215/8" APPROX. SHIPPING WEIGHTS OF 3/4 THRU 5 HP EJECTOR PUMPS MODEL 30134 30234 30301 30401 40112 40212 40302 40402 40503 40603 40705 40805 1 PHASE, Lbs. 210 210 210 210 275 275 275 275 290 290 — — 3 PHASE, Lbs. 210 210 210 210 275 275 275 275 275 275 290 290 NOTE: Weights include single unit control panel and float switch assembly. Floor plate assembly—Approx. 40 Lbs. Manufactured by — OTHER WEIGHTS: Single unit control panel—Approx. 26 Lbs. Duplex unit control panel—Approx. 55 Lbs. Piqua Machine & Mfg. Co. ■ Piqua, Ohio 23 Litho in U.S.A. • C J 0 560-3450 Cit Y o ANOKA COUNTY 6431 UNIVERSITY AVENUE NE FRIDLEY, MINNESOTA 55421 April 13, 1970 Mr. Milan P. Bozony 5820 Fourth Street N.E. Minneapolis, Minn. 55421 Re: Sewer and Water Service to 6880 East River Road Dear Mr. Bozony: The City has made a study to determine the method and cost to serve the residence at 6880 East River Road. The only way to serve the property is to tie into the line on Hartman Circle, however, the elevation of the sewer makes it necessary to install an ejector pump to lift the sewage up to the Hartman Circle line. We are submitting a report to the City Council which, when approved, will authorize the City to allow you $390.00 towards the purchase of a pump, $260.00 for plumbing instal- lation and $300.00 for electrical work to serve the pump. This ___would include a new 100 amp. electrical service. The City would also install a water and sewer service to a point located near the Southwest corner of your lot. If you have questions on this, please call me. Also, if you do not agree with the method or amounts as indi- cated above, please notify us and/or attend the Council meeting on April 20, 1970. yours very,tru(ly DARREL CLARK . .i Engineering Assistant DC:ob PLEASE REPLY TO SIGNED 1 'f N; SI,i ,=i. QjuItLSIil, P.L. ' FOLD - DATE (--:777 10 1 �U SIGNED SEND WHITE AND PINK COPIES WITH CARBON INTACT PINK COPY IS RETURNED WITH REPLY. it + . D-171 TO Darrel Clark IIO:i N'si;l> A. Qureshi P.,'-,. SUBJECT: Request from ."Ir, i;ozony for ►eater i Sew. Lateral Ext. DATE: 'larch 17, 1970 FOLD - Attached is the i.taterial in regard to this itwiu. Please see if the City couli hire a contractor to provide water and sever =gains so that his plu;;.her can take the service from the property line to his house. If the cost of each service is over $500j00 and less hien $5000.00, we will have to take 3 quotes ajud av:arl the toric to the lowest. PLEASE REPLY TO SIGNED 1 'f N; SI,i ,=i. QjuItLSIil, P.L. ' FOLD - DATE (--:777 10 1 �U SIGNED SEND WHITE AND PINK COPIES WITH CARBON INTACT PINK COPY IS RETURNED WITH REPLY. it + MEMO TO: Nasim M. Qureshi City Engineer MEMO FROM: Darrel Clark - Engr. Assistant MEMO DATE: April 10, 1970 RE: Sewer & Water Service to 6880 East River Road Lot 9. Block Z. Sandhurst Addition COST BREAK DOWN SEWER - 75' of 6" V.C.P. @ $6.80 • 1 Ejector pump @ $390.00 Installation of pump @ $260.00 Electrical to pump @ $300.00 TOTAL SEWER WATER - 90' of 1" Copper @ $5.80 1 - 3/4 x 1 corporation @ $9.00 1 Stop Box TOTAL WATER SEWER AND WATER TOTAL $ 510.00 = 390.00 260.00 300.00 $1,460.00 $ 522.00 9.00 = 30.00 $ 561.00 d") n,)i nn This does not include possible easement cost between Hartman Circle and the Bozony lot line. DARREL CLARK Engr. Assistant DC/njf 1-2 3-4 v � q � )P, V/ 661 66 ?? 33 +i ���'✓:;'-g1F,'..�t},.. :yam ` o. � 1 1 - 1 /np � � 1 � 74 t4 N V O o alll � i /35 w 1 N r c`i w 17, w I � � O 1 '� o ec w s �. � d • 36 X55 34 • '* � 1 �^ a /37 I � /32 //9. 72 ON 7aervie:;�aacr_�:a�c:.�^sa•�c:r:vr...:• �' v, o+ GO'! ea « A Al p 20 jn 7-.24, WWF ? m �00 8 3/ 3 B C o 90 9 30 57 30. S2 I c0 O ' w � ILA3 7-00. = !s -99 9 � c a December 3, 1969 Mr. H.P. Bozony 6880 East River Road , Fridley,' 11inn. 55432 Tear 'Mr. Bozony: The City Council.discussed the water and sewer laterals for Lot 9, Block 2, Sandhurst's Addition to the City of Fridley. The discussion s:ras at the request of Mr. 1M.P. Bozony. The City Council in session October 31, 1969 passed. a motion and agreed to supply the water and sewer services to GSSG East Rive_. Road when requested. -arid at City cost. - Extracts from. the Council linutes of October 11, 1965 are attached hereto. (Paves 26 and 27) If additional information is needed, Please advise. Very truly yours, R -R ilk4KI11,N, City "anager BRA/nj f cc. Nasim Qureshi - City Fr. ;ineer IMarvin Brunsell - Finance Director r0pre*ent%;),tfves may feel that all these costs are eligible under flood di!A5tor motjiesj only part, or none at all, so it is possible the City may 944 Lin paying all the ca=ts for this work. There is about 920,000 left - unc1pr imgrgency Qr4inal5q WIG to take gore of any portion unpaid by the 4,F,F. If 0„,P, feels that the necessary WQzk dues not meet th,ir cx'iteria - fox t?1en tI14re W411 be a jtecess4y for a.nothel' Fmergency. OrdinA;IQp to be Pa-fSP4 ,if th€� City's share of the c4�t run; Qvev the monies OUthcjrjzed under Emergepcy Ordipance #426, The work on Ri.vorview Terr4ce has to be scone as soon as possible so the dike work can be started.. Fie reported that quo`cs were taken on the em�trgen,7_- work from Gile and Nelson Construction Conoany and Aunkley surfacing Co,npany orith Gile &Nelson coming In*a.Lgt 20% lower. If the Council wants to proceed with the work, he recommended that the emergency award be given to Gile and Nelson, The City Attorney pointed out that this was wily Wergency Ordinance #426 was passod in the first place, Mr, Comstock said that Gile and Nelson's iquote Snclmded new manholes and Dunkleys' rehabilitated manholes. There could be a further reduction if the rehabilit4ted manholes are used, Gauncija`n Harz.is asked about the dewatering"iters, I M.r. Comstock said that he* did not know why the bid did not include the deGrjteririg:. There were; nQ t6*t holes trade, This has not been a wet se,�.sori;.so there should not be much dewator.i.ng necessary, CQuncilmp..n Harris felt that.there should be some VQPtrol over an`open-ended. item. . MOTIONiay Counci,l_rialtiy Harris to Award the emergency Y nitary sewer work AeCessary in Riverview Hcights.under Emergency OrdinlOnce 4426 to Gile-and Nelson_Cnnstxuctian Company. Seconded by Councilman;Sheridan, Vpon a voice vote., all voting aye, Mayor Kirkham declared the motion carried VgAninousl,y. 1407SOI3.by Councilman Sheridan to award the cQntract for Sanitary Sewer Project 4,96 to Dunkley Surfacing Company in. the amount of $15,500,00.' Seconded by Councilman Liebl. Upon a voice vote, all voting aye, Mayor Kirkham declared the motion carried unanimously. CONSIDERATION OF APPOINTMENT TO POLICE CIVIL SERVICE COMISSION; (Replacing games Y•eatinq) . MAyor Kirkham said that he had A suggestion 'to place before the Council. He vuggosted Mr. Robert Hynes who is an attorney and h?.S worked on the Human Relations Committee, MOTION by Councilman Samuelson to appoint Robert Hynes to the Police Civil Verylve Co;rkmi.ssio;i, with An expiration date of December 31, 1970, Seconded J�y Councjjm,n Farris. Upon a voice vote, all voting aye, Mayor Kirkham de- clared the motion carried unanimously, DISCUSSION OF COMPI,AI IT FROM, M.P. BOZONY ON AND MATER LATERALS; The Finance Director said that as outlined in his memorandum -to the City CoCncil dated October 9, 1969, Lot 9, Block 2, Sandhurst's Addition does have orator anel ! cPwQr, le,tor,-0 chzrges lout does not have wtiter and sewer serv!Qe., 4'hF.se ch,-rg4.9 Were sp read in 1956, The City Engineer added that there ex. . WrT t.cr, c -r4 sc;rYr lines in l:'rtr,e:; Circle and t;,ero is a se•,•iYr line c"n the . -��zSt ,,ado of H��sT FiYeh Fv��:c�. Origina?-ly the -e lots W.rY part of tho plat th(', do-,l4per recSuosted that all tete i,ots by �, sc� ,Gc'. ecj�ially, hol ever• ( th!.t�'partictt?a,; 1p fronts. on East River Road ret`;er. than ITartman Circle, ' SPECIAL PUBLIC EIEARING MEETING OF OCTOBER 31, 1969 • PAGE 2 To serve this lot with water would not be too difficult, but the sewer line Is about 2' higher, so there would have to be an ejector pump, or tunnel Under East River Road to hook up to that line. Councilman Sheridan asked if there would not be less maintenance if the line were run to the East River Road line. The City Engineer said that he believed so. Mr. M.P. Bozony said that he could get into the East River Road lige. He " said that when he h.Dught the property his lawyer did an assessment search and found that there were water and sewer assessments in and paid for. EIe knew that he had a well, but did not know that he was not hooked up to City sewer. He said that he would not have -bought the property if the re- cords had been correct. Councilman Sheridan said that the community has some kind of an obligation to serve this man and he felt that it should be at the City's expense. It may be cheaper right now to install a pump, but it may not be cheaper over the years. He suggested that the City Engineer study this and bring back some cost estimates. The City Engineer said that he thought that it would be over $1,000 to bore under East River Road and in that case there would have to be a contract let. Mr..Bozony said that he now has the house up for sale. Councilman Samuelson commented that for an F.H.A. loan there has to be one service connected. Councilman Sheridan said that if the City were to order the work done, there should be some assurance that he will hoof: onto the line. He sa`iid-- that he did not feel that refunding the money would be the answer, rather that the house has to be supplied with the services. Mr. Bozony said that he would hook up if the City ran the line. MOTION by Councilman Sheridan to supply the water and sewee services to 6x80 East River Road at the City's cost when requested`, and the City Manager to prepare a letter to this effect to satisfy his financing company. Seconded by Councilman Samuelson. Upon a voice vote, all voting aye,Mayor Kirkham declared the motion carried unanimously. CONSIDERATION OF COMMUNICATION FROM FRIDLEY CIVIL DEFENSE REGARDING POLE AT FIRE STATION: MOTION by Councilman 'Harris to concur with the Director of Civil Defense and the City Manager as outlined in the memorandum dated October 3, 1969. Seconded by Councilman Sheridan. Upon a voice vote, all voting aye, Mayor Kirkham declared the motion carried unanimously.. LICENSES: MOTION by Councilman Harris to approve the following licenses: • General Contractor Approved By Gerald L. Clark Bl.ders. Gerald L. Clark NEW Building Inspector 1273. Arbor Street Crystal Bay, Minnesota Country Bl.ders. Charles Elond NFW 2950 Metro Drive Minneapolis, Minnesota Building Inspector PAGE 12 MEETING OF MAY 4. 1970 RiGU '+fi CO[JhCIL ' the extra cost of $250 would ` zstioned w!ete if Cou�ciL•an Sreider.qu ejector the uwp• charge for said that if a cCos•taler9 Thity Engineer There is already a there would not have to be qu be let, but there would be have to job is less than $5,000. it does not three quotes taken. he thought that this would be a 1the Cot;ncilman Sheridan said that Af[ job is done, it would then be of the ho W that once the ; structure outside -nod over to the property owner• The City Engirear agreed signed and it is then the concern 1 } try a release should be City Engineer said that this type of service City is done with it, it. It z € The _ of the property owner. ropezty o. er paid for in other cases, but the p has been installed has been assessed. this case. this man that there should be a forcai release the .. :,e City Attorney suggested F 1 work is done. the expenditure of the necessary f x i y�;1IO:. by Courcilra� Sheridan to authorize VS t River service at 6S9vtien�th `- funds to provide sewer and water wcr.is done. re=ease from h3n M.P. bczony, and get a fotr:al Co:-.eiImann :iebi arA upon a voice vote. all vo�inq aye. ` Seco: Sed by pro tem declared the cation carried. v3 cr Farris l rRA:;GE l: viii OF PBP£ JAL Cc PLA" S FOR DRZ� Z: -G + Cu:iSiDSFcr1:Iv.`i OF RE-nUEST FOR 17 $• 81ST ALrFUE % OGER JONES) of the concept of this t, Tie City Engineer said that the Council gran approval Joneshas had le tland rislto plan last November. Since thattire re .r.is std=t. The out a a survey, which will be c�irg eze that are now straightened d C b in the Agenda be divided into Tract A, B. an Ytiticner lines ondationathat ; s�•- the Council. He explained that the black the pe it was his recd alo:9 the are the existing e, —ents and a east, one ea = 'tet for a three additional easements, one along the< should dedicate along the south side, to include an west side dedicate one what type of road pattern be vacated. possible loopback. It isdLetnG needed nsthecfatuze, the could .• He will be needed. if they ththe t • A driving range just has a snort season house an lines oflauwazming ho a S --all building along ,�d that the plans on building ould _ showee w d the pla.1s on the easel. He snide that re :e ble for a-*ditic: al b-- for three y considered be - emit could special use p �, ears the installation could and at the en of five y all the City two years, and he would then be required to fella+ permanent in regard to blacktop?ing , cu -b and Satter, etc. Ks. Jo :es Councilman Harris asked Mr. Jones if he was agreeable to this, hou at Liebl agreed that the per should be it coneY replied that he was. council--ana considerable a=cun:: cf a;rc_. a.^•_ he will be irvestin3 said _ least five years as !'.r. teres will take a few years to establish his business- year, and h= his investment in on pe Mittfor an 9;:eratil-' s:ch that he would rot get a return back on emit• r e will not be five year pthen felt that it should be a er shsuld r•,M sive the City sem control to assure that tte petition- j� REc,.. R COU:CIL MEETING OF MAY 4, 1970 PAZ 11 Council --an Sheridan felt that the Council cast allow this man to utilize his lard. The City Engineer said that the applicant would like to fill along Rice Creek Road in Parcel 620. He wants to fill as much as he can. Counci>na-1 Harris wondered if an elevation should not be set and have it brought back. Council=an Liehl co.^ented that Lot 2 is very law, b: -.t t`.e southerly lot on Rice Creek Road ccald be filled. CcunciL*an Sheridan felt that he should have an elevation he could be allowed to come up to. Nazi IO�I by Councilman Sheridan to authorize Lhe City E.-igineer to work with Mr. Ted Gonsior on the grading of Parcel 620, and set an elevation that he would be allowed to fill to. He could then return the plan to the Council [. and get a permit to fill to that level. seconded by Councilman Liebl. Upon a voice vote, all voting aye, Mayor Harris Pro tem declared the motion carriEd. i DISCUSSICN REGARDING WATER AND SEWER SERVICE T 68-00 FAST RIVER R^�9: L (M.P. BCZ0, : i The City Rzgineer said that on October 13, 1969 the Co!mcil authorized water f ed to 6830 East River Road. Some surveys and sewer services to be providr have bee.. run and service can be made by hooking onto the Hartman Circle t ( line. Hooking onto the east side of East River Road would be an ex- _i:•e type of venture. The proposal to the property cv er was that the City i would provide facilities to the southwest ca=meo of the lot a:.3 also provide the cost of an Ejector P—P, including the ir.stallaticz, and the i electrical service to serve the pu=p. The cesspool is at the tacit, so the ' pl=Lirg is geared correctly. The cast.would be $2,021.00. Scz:e oft w: -i car. be added to other contracts. There is $950 for winch there is eo bid on. All the ecuipcent and services will be bcu;`.t from different vendors. i ? Councilman Liebl said that as was pointed aut.in the motion cf last year, ithe City is obligated to give him service to the property line. Ine.:_r to provide this service the City will have to do some a33itional cork. H3 asked if the City was obligated to give him the hookup to tre property. The City Attorney said only to the property line. Mr. M.P. Bozony said that he talked to Vern Clson, pluaber, and he received • �'Zt- a letter from him which he read aloud. Ys. Olson indicated t2:at there wa:13 .� be an additional cost of $250 for hooking up the sever. The necessa-ry P=P is the result of not being able to hook onto t`ce East River F�a3 line. He said that he realized that he would be responsible for the hxkug in Hee said + hoLse, but this $250 is 1 -;rt of thu ir.stallation oust of the rr—P. that Mr. Olson was going to come to his house the next day. f . Councilman Sheridan asked what the difference in elevation would be at L u said that bore 3 ma ahole outside of Mr. Bozony's property. The City Engineer It be more costly to install the would b= about 8' of difference. would have to be pzot_cted fzce the weat3:er. The pump in the manhole as it would Sheridan said that . cheapest way is to install it in the basement. Council=an the City Engineer there mould have to be additional electrical service, and tie City will .. said yes, the higher voltage is needed. He said •� at it appears Ca1'•cil ar' be paying about three times the arosnt he paid in asses._ects. when tie ! Liebl pointed out that this assess=-ent was levied S_ti=c ago this is not this man's fault, it is a City cb";at:cn- i costs were much less, and T— y STATE OF MINNESOTA COUNTY OF AMOKA MUTUAL AGREEt•IENT /97v THIS AGRE`HENT made .end entered i ^to tLi is l b - U by Pnd between the City of Fridley, Anoka County, Minnesota, n run i c i p, l Corpor,t i on, here,iter referred to Ps the City, ,nd lowners of rc,.il estr,te within the City of Fridley, hereafter referred to as the owners. HEREAS' th pur osesN,. escribe portion o i City ha�ea�ement f�6r'(e1 /o ' S rift ov ✓ Nli/c'o.t Here i, sert ni t,_ are of e,seme the above propcllty)Here in G 1- 41- ;) oveti the -Ii r 01-�. scripti t of oWin6 dc. easement end _ Q� WHEREAS, the eivnrers desire� to 13 La 2. � 5;f AAP W W s 7 ,?00 • o � - / NOVI TIHEREFORE, be it agreed by and between the p,-,rties hereto G wncr th,t the VLi.,y authorizes the Pbove construction. S,id authorization being given upon the condition ,nd with the understanding that the ,bove construction be sul--, rate to the rights of the C-ity to use fi,id property for the above described,tpurposes. 44 lt-f - .-64 ,v /v r/-C)c ,. Y Z, 7''h e- C' n -`7 al� i? -7"0 �easoh aJ/C- e TO FROM Darrel Clark Nasim M. Qureshi. P.E. D-171 CITY OF FRIDLEY 6431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55421 PHONE: 560-3450 SUBJECT: Request from Mr. Bozony for Water & Sew. Lateral Ext. DATE: March 17, 1970 FOLD - Attached is the material in regard to this item. Please see if the City could hire a contractor to provide water and sewer mains so that his plumber can take the service from the property line to his house. If the cost of each service is over $500.00 and less then $5000.00, we will have to take 3 quotes and award the work to the lowest. PLEASE REPLY TO —3 SIGNED NASIM M. QURESHI, P.E. City Engineer- irgG or of Pl DATE q, IU.. )U SIGNED Vt1 /( OWA SEND WHITE AND PINK COPIES WITH CARBON INTACT PINK COPY IS RETURNED WITH REPLY. i IMEMO TO: Nasim M. Qureshi - City Engineer MEMO FROM: Darrel Clark - Engr. Assistant MEMO DATE: April 10, 1970 RE: Sewer G Water Service to 6880 East River Road Lot 9, block Z, Sandhurst Addition COST BREAK DOWN SEWER - 75' of 6" V.C.P. @ $6.80 1 Ejector pump @ $390.00 Installation of pump @ $260.00 Electrical to pump @ $300.00 TOTAL SEWER WAU R - 90' of 1" Copper @ $5.80 1 - 3/4 x 1 corporation @ $9.00 1 Stop Box TOTAL WATER SEWER AND WATER TOTAL 510.00 390.00 = 260.00 300.00 $1,460.00 522.00 9.00 -4n nn $ 561.00 52.021.00 This does not include possible easement cost between Hartman Circle and the Bozony lot line. DARRLL CLARK Engr. Assistant DC/nj f ATTENTION OF: TO i SUBJECT 10 r SIGNATURE REPLY: v "DATE 427 DATE SIGNATURE REPLIER'S COPY -RETAIN FOR YOUR FILES anent' u06 �ie� GaSemc-i77L 67c r10 .-n �G.�CinJ AT T17t /�i(.[l�y Coi, and k64- 1; 6L 2, Sc�nr�h4rS � l�lOo. �c5ici ��� recov�� !n 4-k ice a.,qP /ic/�• � en96n /n G., a r a 5Y'✓471 f i1� �ide- 7/a ?7z- e'?4 p74 a /so �ein-iiia ��� .�e�-o�tls.