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Home My WebLink AboutWK July 12, 1988 DATE: 12, 1988 ITEMS GIVEN TO THE CITY COUNCIL Letter from Thomas G. va1enty(7/9/8R) from William G. Hawkips !7!'/RA) Letter from Jennifer Hall, U.S. EPA (7/6/88) PLEASE ADDRESS THESE ITEMS AT THIS MEETING OR PUT THEM ON THE NEXT AGENDA. THANK YOU. " ~~'1.~O St-1~1l' ~ ..... ~ ~ -- %. ~\)~~ ~ ~ ~ # '1-......( PRat"-~ 10' eL. f; y?g/ If::: \ UNITED STATES ENVIRONMENTAL PROTECTION AGENCY \, ~Nl.Y) REGION 5 JIlt/^ LA AJ/,L, T~":> 130 SOUTH DEARBORN ST. n 111 . Dce;- r-' <.,.. CHICAGO, ILLINOIS 6~04 }iu (2 12. el//C3hv REPLY TO mE ATTENTION OP: 5PA-14 July 6, 1988 Gerald Windschi tl, Mayor City of Andover 1685 Crosstown Blvd. , N.W. Andover, MN 55304 Dear Mayor Windschi tl: I l1ave some additional copies of the Records of Decision and meeting transcripts for the SOuth Andover and WDE SUperfund sites, both located in Andover. I though you might like to place them in the information repositories established for eacl1 site. Specifically, I have enclosed the following: - one copy of the public meeting transcript for tile WDE site - one copy of the Record of Decision for tile WDE site - one copy of the public meeting transcript for tile SOuth Andover site - two copies of tile Record of Decision for tile SOUtll Andover site SUSan Pastor has assumed my responsibilities as U.S. EPA's Comnunity Relations Coordinator for botil of theses sites. Should you have any questions or concerns, you may contact her at (312) 353-1325. Enclosures cc SUSan Brustman, MPCA SUSan Pastor, U. S. EPA THOMAS G. VALENTY 7D C~, 2?"2--/,?J> 3400 152ND LANE NW . ANDOVER, MN 55304 · (612) 421-6975 July 9, 1988 Dept. Of Natural Resources Regional Office 1200 Warner Road st. Paul, MN 55106 Attention: Mr. John steine Dear Mr. steine: I live on the north shore of Round Lake in Anoka County. The lake appears to be deteriorating rapidly, and I wish to express my concerns about the situation. I live in a recently developed residential area. The back of my lot had a low swampy area when we built our home. Three of my neighbors--the Peases, the Petersons, and the Ramsayers~-had similar situations on their lots. We have all cleaned up the ,swampy areas, and developed nice ponds to enhance our lots as well as to attract wild life. When myself and two of my neighbors dug our ponds last summer, they quickly filled, up with water to a depth of perhaps two feet or so. Needless to say, the lack of rain this summer and the hot winds we experienced have had a deleterious effect on the water levels in the ponds to the point they are nearly dry. However, we believe that the loss of water from our ponds has been accelerated by the construction last spring of a 'drainage ditch on the east side of Round Lake Blvd., County #9. The drainage ditch always has water in it. We believe that the drainage ditch is lowering the level of Round Lake, and along with it, the levels of the ponds in the area. Round Lake is beginning to look terrible, and if things continue as they are, it appears that we may lose the lake and the ponds. There is nothing anyone can do to eliminate the effects of the drougth and hot winds. However, if the newly installed drainage ditch is also draining the lake as we feel, something can be done about that. It is a man-made situation which can be reversed. I respectfully request that a study be made of the effects of the drainage ditch on the water level of Round Lake, and if it is lowering the level, then corrective action must be taken. Sincerely, A. () J<4~tt copy: Mr. Gerald Windschit1, Mayor of Andover FF'- -'--J i/~, ,I LAWOFFlCESOF ~ C.c 1 j;2l~ Rurke IInti ..Hllwkins SUrTE 101 JOHN M. BURKE WILLIAM G. HAWKINS BAARY M. ROEIlNSON 299 COON RAPIDS BOULEVARD COON RAPIDS. MINNESOTA !l!i433 PHONE (612) 7_2998 -_.,- R. ECEiVEO ;"~;~l CITY OF ANDOVER July 1, 1988 Mr. James E. Schrantz Andover City Hall 1685 Crosstown Blvd. Andover, MN 55304 Dear Jim: Enclosed please find a proposed Settlement Agreement and Release in regard to The Menkveld Company properties of Red Oaks Manor plat. Please review to ensure it includes everything that you believe we have discussed. If any changes are necessary, please advise. i11iam G. Hawkins WGH:mk Enc. LAW OFFICES OF Rurke and .Hawkins sum: 101 289 COON RAPlOS BOULEVARO COON RAPlos. MINNESOTA llllo433 ~E(eI2)~2D9B JOHN M. BURKE W1WAM G. HAWT<INS IIARRY M. ROIIINSCN July 1, 1988 :~~:UI RI ~E~~;lD Mr. Gilbert Menkveld Th~ Menkve1d Company 737 East Main Street Anoka, MN 55303 CITY OF ANDOVER Dear Mr. Menkve1d: Enclosed please find a proposed Settlement Agreement and Release in regard to your Red Oaks Manor Fifth Addition. Please review the agreement and if everything is acceptable, sign same and return to me. At the time of the final plat approval, we will meet to exchange the deeds, release and check as set out in the agreement. Sincerely, William G. Hawkins WGH:mk ,,- Enc. cc: Mr. James. E. Schrantz . . "", SETTLEMENT AGREEMENT THIS SETTLEMENT AGREEMENT by and between the City of Andover (hereinafter referred to as "City") and The Menkve1d Company (hereinafter referred to as "Developer"). WHEREAS, Developer is the owner of the Southwest Quarter of the Northwest Quarter of Section 34, Township 32, Range 24, Anoka County, Minnesota7 and WHEREAS, said Developer wishes to plat such property into a subdivision known as Red Oaks Manor Fifth Addition7 and WHEREAS, Developer has submitted to the City for approval a preliminary plat of Red Oaks Manor Fifth Addition: and WHEREAS, Developer is the owner of twelve (12) acres located contiguous and easterly of the subject parcel which Developer desires to develop: and WHEREAS, Ordinance No. 10 of the City requires the Developer to dedicate to the City ten (10%) per cent of the proposed developments for parkland purposes: and WHEREAS, the City needs addi tiona1 property which is located within the plat of Red Oaks Manor Second Addition for drainage and utility purposes. NOW, THEREFORE, IT IS HEREBY AGREED by and between the parties as follows: 1. That the Developer shall convey to the City by Warranty Deed, upon the approval of the final plat of Red Oaks Manor Fifth Addition, Outlot A and Outlot C as shown on the -1- '. -', preliminary plat of Red Oaks Manor Fifth Addition presently on file with the City. 2. That in consideration of the conveyance of said Outlot A and Outlot C Developer shall be deemed to have satisfied all park dedication requirements for the proposed plat of Red Oaks Manor Second Addition and the parcel owned by Developer contiguous and easterly of the property of Red Oaks Manor, more specifically described on Exhibit A attached hereto. 3. That as and for further consideration the City shall pay to the Developer at the time of delivery of such Warranty Deeds to such Out1ots A and C, the sum of Twenty Thousand and no/lOO ($20,000.00) Dollars. 4. That Developer agrees to execute a release in the form attached hereto and made a part hereof as Exhibit B, releasing any and all claims or causes of action that Developer may have against the City wherein Developer alleges the City is improperly draining water onto any part of Red Oaks Manor Fifth Addition. Sucb release shall be executed contemporaneously with the execution of., .the above mentioned Warranty Deeds and should be delivered at the same time. . 5. That upon satisfying all requirements of Andover City ordinances, Anoka County ordinances and any other regulatory agencies, the City will approve the final plat of Red Oaks Manor Fifth Addition. 6. This Agreement shall supercede and take precedence over any and all other agreements and obligations heretofore -2- ", entered into between the parties u~less especially provided herein. CITY OF ANDOVER Dated: , 1988 By Mayor Dated: , 1988 By Clerk THE MENKVELD COMPANY , 1988 By Da ted: . 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I===~ --- m_ __8J,",'fl<tfL '~~~~'!'.o/~ --., ...~ .! ....n'5n !/EC.84 @ EXHIBIT A @ @ FOR AND IN CONSIDERATION of the payment to me at this time of the sum of Twenty Thousand and no/lOO ($20,000.00) Dollars and the credit for parkland dedication as more specifically described in the Settlement Agreement with the City of Andover of same date hereof, we do hereby release, quit and forever discharge the City of Andover, Minnesota, of and from any and all actions, causes of actions, claims, demands, damages, costs, loss of service, expenses and compensation, on account of, or in any way growing out of, and any and all known and unknown damage to the Southwest Quarter of the Northwest Quarter of Section 34, Township 32, Range 24, Anoka County, Minnesota resulting from the drainage of storm water thereon by the City. IT IS UNDERSTOOD AND AGREED that this settlement is a compromise of a doubtful and disputed claim, and that the payment is not to be construed as an admission of liability on the part of the City by whom liability is especially denied. THIS RELEASE contains the entire agreement between the parties hereto, .and the terms of this release are contractual and not merely recital. Dated this " RELEASE day of , 1988. THE MENKVELD COMPANY By cP CITY of ANDOVER 7:30 P.M. l. 2. 3 . 4. 5. 6. 7. 8. 9. 10. ll. 12. o ~j CITY COUNCIL WORK SESSION - AGENDA JULY 12, 1988 Call to Order LRRWMO Plan Approval Hire Utility Billing Clerk Award Bids/88-9 Tulip st.: 88-10 Univ. Street Light Resolutions/Policies & Fees Water p1an/TKDA park Comprehensive Plan police Copy Machine Xerox plan Sheets Approval of Minutes Adjourn o CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE July 12, 1988 AGENDA SECTION NO. ORIGINATING DEPARTMENT Engineering APPROVED FOR AGE DA ITEM NO. 2. LRRWMO Plan Approval BY: James E. Schrantz BY: Please bring plan and Joint Powers Agreement. If possible please let me know if any concerns so I can prepare. COUNCIL ACTION MOTION BY TO SECOND BY o ( ( CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE July 12, 1988 AGENDA SECTION ORIGINATING DEPARTMENT APPROVED FOR NO. AGENDA Engineering ITEM Hire utility NO. Billing Clerk 3. BY: James E. Schrantz BY: The Council is requested to approve the hiring of a utili ty Biiling Cle rk. We are recommending , and as alternates. COUNCIL ACTION ./ MOTION BY SECOND BY C TO , o CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE July 12, 1988 ITEM NO. Award Bids/88-9 Tulip; 88-10 Univ. 4. APP~~ ED AGI~I~I' B'~ :JD / The City Council is requested to approve the resolution awarding the bids for Tulip Street, 88-9 and University Avenue, 88-10. ORIGINATING DEPARTMENT FOR AGENDA SECTION NO. Engineering BY: James E. Schrantz Please bring bids and resolutions from the 7/5/88 meeting. c MOTION BY TO COUNCIL ACTION SECOND BY , o CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE July 12, 1988 Engineering BY: AGENDA SECTION NO. ORIGINATING DEPARTMENT ITEM NQ Street Light Res./ policies & Fees 5. BY: James E. Schrantz The City Council is requested to approve the attached street lighting resolutions and/or discuss. We have had the developers pay Anoka Electric for the installation of the street lights per the resolution. MOTION BY TO COUNCIL ACTION SECOND BY - o o ( ( 0/ff CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION REQUIRING STREET LIGHTING WHEREAS, the City Council is cognizant of the need for street lighting in the City of Andover; and WHEREAS, various existing subdivisions have requested street lighting. ' NOW, THEREFORE, BE IT RESOLVED by the Andover City Council that: 1. Street lights will be installed in all new subdivisions. 2. Street lights will be installed in existing subdivisions upon the petition of .at.least 50% of the property owners receiving street light benefit., 3. The capital cost of , the str~et lights in new subdivisions will be borne by, the d,eveloper and paid. to Anoka Electric Coop. PASSED by the City Council of the City of Andover this of , 19 day Jerry Windschitl - Mayor ATTEST: Victoria Volk - City Clerk o o (- rf/93 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION ESTABLISHING STREET LIGHTING RATES WHEREAS, the City incurs costs for providing street lighting through Anoka Electric Cooperative for such cost as capital, installation, maintenance, depreciation and for billing costs of the City. NOW, THEREFORE, BE IT RESOLVED by the Andover City Council that the rates are as follows: Areas where Anoka Electric has provided capital cost, installation, maintenance, the rate is $ /month or $ /quart~r. Areas where developers have provided, capital and installation costs and Anoka Electric maintain costs, the rate is $ /month or $ ,./quarter. Areas where the City has funded the capital and installation costs and Anoka Electric maintenance cost, the rate is $ /month or $ /quarter. PASSED by the City Council of the City of Andover this day of , 19____ Jerry Windschitl - Mayor ATTEST: Victoria Volk - City Clerk o o ( ~1emorandum June 23, 1 988 Page Two June 1988 Connections Popul C!,tlon Serv Ices Annual Average GPCO Annual Average GPO Peak Day, Gal Ions No. of Wel Is Required Storage Volume Required, MG 700 2,275 150 341,250 1,365,000 2 0.5 (" July 1990 1,200 3,900 150 585,000 2,340,000 3 1.0 July 199'5-2000 2,400 7,200 125 900,000 3,600,000 4 1.25 Therefore, baseq on the above Information, the City should Increase Its storage volume 'by 0.5 - 0.75 toG by 1990 and plan for Well No.4 during the period 1990-2000. I<BJ:J - . TKDA ( ENGINEERS ARCHITECTS PLANNERS o Project J\,.>~llA. 1M<leA. ~'1"'"t"-l Computations for 'P\1.o..\~'tLl> ~",,"t'f ~.tI>.. , 0.1 ;.,0, --.-:-:$j,',.. z .... 0, :6' .... V'.. i i ~ y 1 o Com"; No "hUo- 006 r TOL TZ. K'NG. DUVALL. ANDERSON AND ASSOCIA TES.INCORPORA TED 2500 AMER'CAN NATIONAL BANK BUILD'NG SAINT PAUL. M'NNESOTA 55101 8121292,"00 , Sheet By lak Chkd ~"E.lL~ f \,~.c. -p.AII.'f \J<,E: ( \,000, 000 6J\'I..... \ l (. Co ~ ~ t" I I~ I ! t i 'U' ~ I ~ :, : 1 I . I . 1 I ! I ! ~ f I' ,. I I I I I I" ,1 IS: .- It I ~ '- t> V' ;~ ,. i ~ t " ~ -v-___ 'Z '" 5. :f ,., :! I ,-_../ ~ ~ 0' r " ~ d ~ :i. r c ," j90 l' ":S' '" ,.. \Jo ~ 'J -t ..f'" 'f ... ~ 0, ~. ~ II j ~ of Date c.''l~-~ ir Date t .,. ,~ ~ ,-II o .0 '~ ~ ~ J g " ~ ]\ ::J ... ~ i \1\ " 'f (\\ .~ J i f ~ c t .\ ~ oJ' / ( ( 9KDA T.ol TZ. K'NG. DUVAll. ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500 AMERICAN NATIONAL BANK BUILDING SA'NT PAUL. M'NNESOTA 55101.1893 612/292.4400 FAX 812/292,0083 June 24, 1988 Honorable Mayor and City Council Andover, Minnesota Re: Supplemental Report to Comprehensive Water Plan Update dated April, 1987 Andover, Minnesota Commission No. 9140-008 Dear Mayor and Council: Attached Isa memorandum dated June 21, 1988, which analyzes the present water use and projected water system needs for the 1995-2000 time frame. Based upon this report, and the attached graphic representation, we recommend the fol lowing: 1. A minimum additional 500,000 gal Ions of storage wll I be needed by 1 991 . 2. Well No.4 wll I be required by 1995. It requires approximately two years to effect a water tank construction, from the authorization through completion. Approximately 18 months Is required to place another water wel I on the system, depending on the I ocatl on. Recommendation 1. A one million gal Ion el evated water storage facility be consl dered In the area of the present City offices. Authorization should be granted In early 1989. 2. Location and site acquisition for Wel I No.4 should be considered In the platting process north of the City Hal I along Hanson Boulevard, or east of Winslow Hills 1st Addition along 150th Lane NW. o JLD:adh " " r gKDA TOl TZ. KING. DUVAll. ANDERSON AND ASSOCIATES,'NCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500 AMERICAN NATIONAL BANK BUILDING SA'NT PAUL. M'NNESOTA 55101.1893 6121292,4400 FAX 6'21292,0083 " PEM> RAN DUM To: John 'Dav Idson Reference: Future Water System Copies To: Tom KI rk Improvements Andover. Minnesota From: Kurt Johnson k"~' June 21. Date: 1988 Commission No. 9140-008 In 1986. we reviewed Andover's water use (1985) to determine when Well No.3 and Elevated Tank No.2 should be constructed to keep pace with development. It was estimated that Tank No.1 and Wells No.1 and No. 2 woul d be adequate to serve the needs of approximately 1,000 connections. Construction of Wel I No.3 and Tank No.2 would provide for an additional 700 connections. Water well records have been obtained for 1987 and the first six months of 1988, along with connections Installed during this period. With the completion of Pumphouse No.3 this summer, It wll I be desirable to plan either the construction of Tank No.2 or Wel I and Pumphouse No.4. Listed below Is a comparison of 1985 and 1987' water wel I records. 1985 1987 Average Number Serv Ices Annual Average Consumption Annual Average per Service Peak Day Rate Peak Day/Average Day 210 70,500 gpd 335 425,000 6 482 232,440 gpd 482 1,001,000 4.3 Based on the more recent water use data, estimated production and storage requirements were determined for 1988, 1990 and the period 1995-2000. Each of the years 1988 and 1990 are based on continued development at 240 units per year. The period 1995-2000 has an estimated 1,200 connections reserved after 1990. If development conti nues at Its present rate, they w III be connected by 1995; however, If the rate slows, as saturation Is approached, It may take until the year 2000. The estimated water usage and facility requirements are listed In the above below: o o o (- , Memorandum June 23, 1988 Page Two June 1988 Connections Popul atl on Serv Ices Annual Average GPCD Annual Average GPO Peak Day, Gal Ions No. of Wel Is Required Storage Volume Required, MG 700 2,275 150 341 ,250 1 ,365,000 2 0.5 r , July 1990 1,200 3,900' 150 585,000 2,340,000 3 1.0 JUly 1995-2000 2,400 , 7,200 125 900,000 3,600,000 4 1.25 Therefore, based on the above Information, the City should Increase Its storage volume by 0.5 - 0.75 t<G by 1990 and plan for Well No.4 during the period 1990-2000. I<BJ:J . . ( TKDA (- TOL TZ. KING. DUVALL. ANDERSON AND ASSOCIATES. INCORPORATED 2500 AMER'CAN NAT'ONAL BANK BU'LD'NG SAINT PAUL. M'NNESOTA 55101 6121292-"00 o ENGINEERS ARCHITECTS PLANNERS Sheet \ Project 1It>->~"$ ,","l~ ....'"t<,."tI1~ 'i>\LO.l~'tE..l) c:;,..c.",'t~ ~.e.I>c,. Com"; No <{Ilia. co6 Computations for of By 1GIa.c. ".z~.e6 Date Chkd Date ~"E..2.lIGl< ! \lli'''- 1)-Il.\1."I \JSe; (\ ,000, 000, 6J11.<;. \ J. f f .~ ... ~ ~ (<, ~ '" f- tr ~ D, { J c <I ~. t r ~ " ...\ r.." i t II 0 f, .0 ',~ 0/' j f d ~ ~ ~ ~ f ~ - ~ J "l 'J. ~ 8 '" 0 t" ,.. ~ 1 ::!' t> ,.. ~ i . _.1. o rJ .:& ." $j z ~ ;0' ... ..r- V' ~ -r- i I J I ,.> I I I ,,,( :UI Ii it r ,. . 1 If t u- I l,c ,~ I t< 1 I of' !ot './' 'J i i ~ 0 I i ,'" -t , f ! l I " if 0 I It <l i ~ I I '0 I :1 , I I ~' , ,-- ---_..-/ f ~ Ii' ~ ~ ~ ( ( aKDA TDL TZ. K'NG. DUVALL. ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500 AMERICAN NATIONAL BANK BUllOING SAINT PAUL. MINNESOTA 55101.1893 812/292,4400 FAX 812/292.0083 June 24, 1988 Honorable Mayor and City Council Andover, Minnesota Re: Supplemental Report to Comprehensive Water Plan Update dated April, 1987 Andover, Minnesota Commission No. 9140-008 Dear Mayor and COuncil: Attached Is a memorandum dated June 21, 1988, which analyzes the present water use and projected water system needs for the 1995-2000 time frame. Based upon this report, and the attached graphic representation, we recommend the fol lowing: 1. A minimum additional 500,000 gal Ions of storage wll I be needed by 1 991 . 2. Well No.4 will be required by 1995. It requires approximately two years to effect a water tank construction, from the authorization through completion. Approximately 18 months Is required to place another water wel I on the system, depending on the I ocatl on. Recommendation 1. A one m II lion gallon el evated water storage facility be consl dered In the area of the present City offices. Authorization should be granted In early 1989. 2. location and site acquisition for Wel I No.4 should be considered In the platting process north of the City Hal I along Hanson Boulevard, or east of Winslow HII Is 1st Addition along 150th lane NW. o JlD:adh ( KDA TDL TZ. KING. DUVALL. ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500 AMERICAN NATIONAL BANK 8UILDING SAINT PAUL. MINNESOTA 5510'..1893 612/292.4400 FAX 6t2l292.0083 MEM)RANDUM To: John-DavIdson Reference: FUTure WaTer SysTem CopIes To: Tom KI rk I mprovernenTs Andover. Minnesota Date: Kurt Johnson ~~ June 21 . 1988, CommIssIon No. 91 40-008 From: In 1986. we revIewed Andover's water use (1985) to determIne when Well No.3 and Elevated Tank No. 2 shoul d be constructed TO keep pace wIth developmenT. It was estImated that Tank No.1 and Wells No.1 and No. 2 woul d be adequate to serve the needs of approxImately 1,000 connectIons. ConstructIon of Well No.3 and Tank No.2 would provIde for an addItIonal 700 connectIons. Water wel I records have been obtaIned for 1987 and the fIrst sIx months of 1988, along wIth connections Installed durIng thIs perIod. WIth the completion of Pumphouse,No. 3 thIs summer, It wll I be desIrable to plan either the constructIon of Tank No.2 or Wel I and Pumphouse ,No.4. LIsted below Is a comparIson of 1985 and 1987 water well records. ., 985 1987 Average Number Serv Ices Annual Average ConsumptIon Annual Average per ServIce Peak Day Rate Peak Day/Average Day 210 70,500 gpd 335 425,000 6 482 232,440 gpd 482 1 ,001,000 4.3 Based on the more recent water use data, estImated productIon and storage requIrements were determined for 1988, 1990 and the perIod 1995-2000. Each of the years 1988 and 1990 are based on contInued development at 240 units per year. The period 1995-2000 has an estImated 1,200 connectIons reserved after 1990. If development contInues at Its present rate, they will be connected by 1995; however, If the rate slows, as saturation Is approached, It may take untll the year 2000. The estimated water usage and tacllliy requl rements are II sted I n the above below: o o '., o Memorandum June 23, 1988 Page Two June 1988 Connect I ons , population Services Annual Average GPCO Annual Average GPO Peak Day, Gal Ions No. of Wells Required Storage Volume Required, MG 700 2,275 150 341 ,250 1 ,365,000 2 0.5 (-. July 1990 1,200 3,900 150 585,000 2,340,000 3 1.0 July 1995-2000 2,400 7,200 125 900,000 3,600,000 4 1.25 Therefore, baseq on the above Information, the City should Increase Its storage volume by 0.5 - 0.75 M3 by 1990 and plan for Well No.4 during the period 1990-2000. ' I<BJ:J ( r " TKDA TOL T2. K'NG. OUVALL. ANOERSON ANO ASSOCIATES. INCORPORA TEO ENGINEERS ARCHITECTS PLANNERS 2500 AMERICAN NATIONAL BANK BUILO'NG 0 SAINT PAUL. MINNESOTA 55101 6121292...00 Project ~~"'$ ~...,~ ",~"'"t~""' Com"; No 'hUo- C06 Sheet \ of Computations for 'il\1oO ole.c.:t~ PoGo.... "l,-( t4.tl><,. By ~a.c. Date 4-Z~-~ Chkd Date ~\IE.SZ.6Gt ( ?lZ"" '])-0'.\1.'1 ~ ( \ ,()OO.. 000 6J'n.<,. \ . ..... c-' <J' ..... '" 0, ....~ ." 'os ij\, , , I ~ f ,~ '" (I> : ..' ~ ", '~ .,. I- 0 lr ~ ,~ J c 0' !s' t r ~ ~ .. .J. (." i l It 0 ~ .0 "~ ,J' z 1 f .... 0 d ~ ! :t ~ :i - " C ~ " r> ~ 8 0 t" ~ .' l' .., ... 3)' g on \1" i I I i Ie-> J I I I I ',\ I 'U' I, \{ If \' .. , I~ \l' i , I ~ :( ,I' l .~ , 1 I , '"" ~ t ~ i i I .... f 0 It 0\- j I f I I J ! I I ~ d 0 , I ~ 'f1 . I :! ! I I I I ' ~ '- ...."..----.-- ,...,__.J f 'i '" ,. ~ o CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE July 12, 1988 FOR AGENDA SECTION NO. ORIGINATING DEPARTMENT Engineering ITEM NO, 6. Water Plan/TKDA BY: James E. Schrantz BY: The city Counoil is requested to consider the updated wa er plan schedule as programmed by TKDA. Enclosure MOTION BY TO COUNCIL ACTION SECOND BY - ... ... ( ( aKDA ToOL TZ. KING. DUVALL. ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500 AMeRICAN NATIONAL SANK BUILDING SA'NT PAUL M'NNeSOTA 55101.1B93 6121292-4400 FAX 612/292,0083 June 24, 1988 Honorabl e Mayor and CIty Councl I Andover, MInnesota Re: Supplemental Report to ComprehensIve Water Plan Update dated AprIl, 1987 Andover, MInnesota CommIssIon No. 9140-008 Dear Mayor and CouncIl: Attached Is a memorandum dated June 21, 1988, whIch analyzes the present water use and projected water system needs for the 1995-2000 tl me frame. Based upon th Is report, and the attached graph Ic representatIon, we recommend the fol lowIng: 1. A mInImum addItIonal 500,000 gal Ions of storage wll I be needed by 1991 . 2. Well No.4 wIll be requIred by 1995. It requIres approxImately two years to effect a water tank constructIon, from the authorlzatJon through completIon. ApproxImately 18 months Is requIred to place another water wel I on the system, dependIng on the I ocatl on. RecommendatIon 1-..,.., A one million gallon elevated water storage facll.tty be considered In ", the area of the present'Clty offiCes. AuthorIzation should be granted, In early 1989. 2. Location and sIte acquIsition for Wel I No.4 should be considered, In the pi aftl ng process north of the CIty Hall along Hanson Boul evard, or east of Winslow HII Is 1st AddItion along 150th Lane NW. o JLD:adh . . - ( TOL TZ. KING. DUVALL ANDERSON AND ASSOCIA TES.INCORPORATED ClKDA ~~~'L~~~~T'rk5'Fo:~~~UlING 612/292-4400 FAX 612/292.Q083 ENGINEERS ARCHITECTS PLANNERS o fEf.ORANDUM . To: John 'Dav idson Reference: FUTure WaTer System Copies To: Tom KI rk I mprovemen+s Andover. MInnesota From: Kur+ Johnson /!'~ June 21 . 1988 CommissIon No. 9140-008 Date: In 1986. we revIewed Andover's waTer use (1985) to determine when Well No.3 and ElevaTed Tank No.2 should be constructed to keep pace with development. IT was estImaTed that Tank No.1 and Wells No.1 and No.2 woul d be adequate to serve the needs of approximately 1,000 connectIons. Construction of Well No.3 and Tank No.2 woul d provIde for an additional 700 connectIons. Water well records have been obtained for 1987 and The fIrst six months of 1988, along wIth connectIons Installed during this period. With the completIon of Pumphouse No.3 this summer, It wTl I be 'desirable to plan either the construction of Tank No.2 or Wel I and Pumphouse No.4. LIsted below is a comparison of 1985 and 1987 water well records. 1985 1987 Average Number Services Annual Average Consumption Annual Average per Service Peak Day Rate Peak Day/Average Day 210 70,500 gpd 335 425,000 6 482 232,440 gpd 482 1 ,001,000 4.3 >,' Based on the more recent water use data, estimated production and storage requirements were determined for 1988, 1990 and the period 1995-2000. Each of the years 1988 and 1990 are based on continued development at 240 units per year. The period 1995-2000 has an estimated 1,200 connectIons reserved after 1990. If development continues at ITS present rate, they will be connected by 1995; however, If the rate slows, as saturation is approached, It may take until the year 2000. The estl mated water usage and facl I Ity requ I rements are listed I n the above below: - o o ( ( Memorandum June 23, 1988 Page Two July June 1988 July 1990 1995-2000 ConnectIons 700 1 ,200 2,400 Popul a.tI:on Serv Ices 2,275 ' 3,900 7 ,~q,Q t'. . .\ Annual" AverageGPCO 150 150 125;' . Annual Average GPO 341,250 585,000 900,000 Peak Day, Gal Ions 1 ,365,000 2,340,000 3,600,000 No. of Wells Required 2 3 4 Storage Volume RequIred, M3 0.5 1.0 1.25 Therefore, baseq on the above InformatIon, the CIty should Increase Its storage volume 'by 0.5 - 0.75 M3 by 1990 and plan for Well No.4 during the perIod 1990-2000. KBJ:J TKDA ( r TOL TZ, KING. DUVALL. ANDERSON AND ASSOCIATES. INCORPORA TEO o Project ~~"(n. ~'lt/l. ....~<".,~100\ Com"; No "\\1.10.006 2500 AMERICAN NATIONAL BANK BUILD'NG SAINT PAUL. MINNESOTA 55101 6121292~'OO ' \ Sheet of ENGINEERS ARCHITECTS PLANNERS 'P\1.oO~~"tE.J:> O"C'...."1~ t4~'" By ""Ik Date ",Z~,~ Computations for Chkd Dale "',,~oGl< f ~" 'JrIlo,11.'l \J',E: ( \ . <lOCI, 000 a.KI.'O. \ ... ~ ._~ ~ ,. <>, r> V' .f"" \l\ '-:-:::,.', :$~:: " I ~ f :,~ .. ((> ,~ f" 'S; .r if' t- o, tr ~ { J I: 0' !S' " ~ r ~ .. ..\ (.II i ~' 1\ 0 ~ .0 ',~ .!' ;;;. r i ... 0 0 $ ! ~ ~ . I r ~ I - c r') I., " .8 l' (90 ~ g I .. 0 ('<0 ~ l' -;> ,.. ;0' ~ ... ,- oJ" i ., ~ j i I J 1.-) , I ; I it I I , 'U' 1'- !l ,. ~ :{ ,1 1 U- I ~ :" ~ i I'" :~ '~ i i ~ 0 I ,- ... I :f I i 10 ~ I :f i It " 0 '. I ~ 0 I I :$ I I . ~ \. ,.--..-.-/ """ f cz S; '" ~ . '. ( ( KDA TOL TZ. KING. DUVALL: ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500 AMeRICAN NATIONAL BANK BUILDING SA'NT PAUl.. MINNeSOTA 55101-IB93 8121292-4400 FAX 612/292.0083 June 24, 1988 Honorable Mayor and City Council Andover, MInnesota Re: Supplemental Report to Comprehensive Water Plan Update dated April, 1987 Andover, Minnesota Commission No. 9140-008 Dear Mayor and Council: Attached Is a memorandum dated June 21, 1988, which analyzes the present water use and projected water system needs for the 1995-2000 1'1 me frame. Based upon this report, and the attached graphic representation, we recommend the folia<< Ing: 1. A minImum additIonal 500,000 gal Ions of storage wll I be needed by 1991 . 2. Well No.4 will be required by 1995. It requIres approximately two years to effect a water tank construction, from the authorizatIon through completIon. ApproxImately 18 months Is requIred to place another water wel I on the system, dependIng on the I ocatI on. RecommendaTion 1...,... A- one- million gallon el evated water storage facility be consl dered In" the area of the present 'City offlces~ AuthorizatIon should begranteg In early 1989. 2. Location and site acquisition for Wel I No.4 should be considered In the platting process north of the City Hal I along Hanson Boulevard, or east of WInsla<< HII Is 1st AdditIon along 150th Lane NW. o JLD:adh F ( (- . KDA TOL TZ. KING. DUVALL. ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500 AMERICAN NAnONAL BANK BUILDING SA'NT PAUL. MINNESOTA 55101-1B93 612/292.4400 FAX 612/292.Q083 MEMl RAN DUM To: John 'Dav Idson Reference: FUTure WaTer SysTem .... Copies To: Tom KI rk ImprovemenTs Andover. MInneSOTa Date: KurT Johnson K~d June 21 . From: 1988 Commission No. 9140-008 In 1986. we revieWed A~dover's water use (1985) TO determine when Wel I No.3 and Elevated Tank"No. 2 shoul'd be constructed to keep pace wiTh development. It was estimated that Tank No.1 and Wells No. '1 ,and No.2 woul d be adequate to serve the needs of approximately 1,000 connections. Construction of Well No.3 and Tank No.2 woul d prov Ide for an additional 700 connections. Water well records have been obtai ned for 1987 and the first six months of 1988, along with connections Installed during this period. WIth the completion of Pumphouse No.3 this summer, It wll I be desirable to plan either the construction of Tank No. 2 or 'Wel I and Pumphouse No.4. listed below Is a comparison of 1985 and 1987 water well records. 1985 1987 Average 'Number Serv lees Annual Average Consumption An nua I Average per Serv Ice Peak Day Rate Peak Day/Average Day 210 70,500 gpd 335 425,000 6 482 232,440 gpd 482 1,001,000 4.3 ..t,"l\ Based on the more recent water use data, estimated production and storage , requirements were determined for 1988; 1990 and the period 1995-2000. Each of the years 1988 and 1990 are based on continued development at 240 units per year. The period 1995-2000 has an estimated 1,200 connections reserved after 1990. If development continues at Its present rate, they will be connected by 1995; however, I f the rate slows, as saturation Is approached, It may take until the year 2000. The estimated water usage and facH liy requirements are listed In the above below: o ( ( c:> Memorandum June 23, 1988 Page Two July June 1988 July 1990 1 995-2000 ConnectIons 700 1,200 2,400 Popul atl,on Serv lees 2,275 3,900 7,2QQ'(;I' " ........ . Annual Average GPCD 150 150 ' 125';, . r-' ' Annual Average GPO 341 ,250 585,000 900,000 Peak Day, Gal Ions 1 ,365,000 2,340,000 3,600,000 No. of Wells Requl red 2 3 4 Storage Vol ume Requl red, foG 0.5 1.0 1.25 Therefore, baseq on the above InformatIon, the CIty should Increase Its storage volume ty 0.5 - 0.75 M; by 1990 and plan for Well No.4 durIng the period 1990-2000. KBJ :J o ( r . , ~KDA T.oL TZ. KING. DUVALL.' ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500 AMERICAN NAllONAL BANK BU'LDING SA'NT PAUL. M'NNESDTA 55101-1893 612/292~ FAX 6121292.0083 o June 24, 1988 Honorable Mayor and City Council Andover, Minnesota Re: Supplemental Report to Comprehensive Water Plan Update dated April, 1987 Andover, Minnesota Commission No. 9140-008 Dear Mayor and Council: Attached Is a memorandum dated June 21, 1988, which analyzes the present water use and projected water system needs for the 1995-2000 tl me frame. Based upon th Is report, and the attached graph Ic representation, we recommend the following: 1. A minimum additional 500,000 gal Ions of storage wll I be needed by 1991 . 2. Well No.4 will be required by 1995. It requires approximately two years to effect a water tank construction, from the authorization through completion. Approximately 18 months Is requl red to pi ace another water well on the system, dependl ng on the I ocatl on. Recommendation - L, '" A one m,lIllon gallon el evated water storage facility be consl dered In, , the area'of the present Cay offices. Authorization should be granted::,' In early 1989. 2. Location and site acquisition for Wel I No.4 should be considered In the platting process north of the City Hal I along Hanson Boulevard, or east of Winslow HII Is 1st Addition along 150th Lane NW. Sincerely yours, ~~ John L. Davidson, P.E. JLD:adh . ( r KDA " TDL TZ. KING. DUVALL. ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500 AMERICAN NAnONAl BANK 8UlLD'NG SAINT PAUl. M'NNESOTA55101.1893 612/292...00 FAX 6121292-0063 MEf.ORANDUM To: , John'Davldson Reference: Future Water System ,. Copies To: Tom KI rk' Improvements Andover. MI nnesota Date: Kurt Johnson k'~ June 21. 1988 Commission No. 91 40-008 From: In 1986. we reviewed Andover's water use (1985) to determine when Wel I No.3 and Elevated Tank No.2 should be, constructed to keep pace with development. It was estimated that Tank No.1 and Wells No.1 and No.2 woul d be adequate to serve the needs of approximately 1,000 connections. Construction of Well No.3 and Tank No.2 would provide for an additional 700 connections. Water well records have been obta I ned for 1987 and the first six months of 1988, along with connections Installed during this period. With the completion of Pumphouse No.3 this summer, It will be desirable to plan either the construction of Tank No.2 or Wel I and Pumphouse No.4. Listed below Is a comparison of 1985 and 1987 water well,records. 1'98'5 1987 Average Number Services Annual Average Consumption An nua I Average per Serv Ice , Peak Day , Rate Peak Day/Average Day:'" 210 70,500 gpd 335 425,000 6 482 232,440 gpd 482 1 ,001,000 4.3 r.- c'~ .~... Based on the more recent water use data, estimated production and storage requlranents'were determined for'1988, 1990 and the period 1995-2000. Each of the years 1988 and 1990 are based on continued development at 240 units per year. The period 1995-2000 has an estimated 1,200 connections reserved after 1990. If development continues at Its present rate, they will be connected by 1995; however, If the rate slows, as saturation Is approached, It may take until the year 2000. The estimated water usage and facility requirements are listed In the above below: "0 " o o ( r Memorandum June 23, 1988 Page Two July June 1988 July 1990 1 995-2000 Co nnect I ons 700 1,200 2,400 Popul atl on, Servlces"'J 2,275 3,900 7,200 .un".." Annual Average-GPCO 150 150 125 ..-,. Annual Average GPO 341,250 585,000 900,000 Peak Day, Ga I Ions 1 ,365,000 2,340,000 3,600,000 No. of Wel Is Required 2 3 4 Storage Volume Required, M3 0.5 1.0 1.25 Therefore, baseq on the above Information, the City should Increase Its storage volume 'by 0.5 - 0.75 M3 by 1990 and plan for Well No.4 during the period 1990-2000. KBJ:J 'TKDA ( TOL TZ. KING. DUVALL. ANDERSON ,AND ASSOCIATES. INCORPORATEO ENGINEERS ARCHITECTS PLANNERS o 2500 AMERICAN NATIONAL BANK BUILDING SAINT PAUL. MINNESOTA 55101 6121292....00 \ P . t ~~~ 1M<l~ ....~'io.,~<-I rOlee 'P\1.O-le,(.:CLS) o..c...."('f ~.. Computations for Com"; No "IILlo. 006 Sheet By 1GIR.< Date "','Z~,e6 Chkd Date ( ~ , OOO~ 00-:' 6Jn....\ II' -r- '" . ~.. ..-' o z .... o 1 (.. c. ~ i- V" . i o ) i J I ~ 1 I ! ! , i I !. I I I~ I I ='! ,V'I.. : I I ~ l'~ ; I ~ : s: I I'" : f I I I l' w f ~ o '.' ~"E.l2.~,~.. \'~ 'P'AW1 ~ c-> J f ... -~ ~ 0" r " 0, !$' K Cs- t" L~ I ! 7. II ~-- .-. f ~ ~ r ; t. l' ~ '" ,.. .- ,.. J i \l' ~ 'j ... t .' 'f I ~ I! ~ " !r :1 'f1 :1 I ,._---,---'" 'Z '" s:: ~ lr c.... o .0 ,. ~ ~ of t.. j;, V' ,~ ,~ ~ ,-' .'2 s " ~ 'l' ::> ,.. ~ i ,c~ ~ .~ '., ~ c t ..I, i 0/' ,~ i f r r ( GKDA TOL TZ, K'NG. DUVALL. ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500 AMERICAN NAnONAL SANK BUILDING SAINT PAUL. MINNESOTA 551Dl.1B93 612/292-4400 FAX 612/292.ooa3 June 24, 1988 Honorable Mayor and City Council Andover, Minnesota Re: Supplemental Report to Comprehensive Water Plan Update dated April, 1987 Andover, Minnesota Commission No. 9140-008 Dear Mayor and Council: Attached Is a memorandum dated June 21, 1988, which analyzes the present water use and projected water system needs for the 1995-2000 tl me frame. Based upon this report, and the attached graphic representation, we recommend the fol lowing: 1. A minimum additional 500,000 gal Ions of storage wll I be needed by 1 991 . 2. Well No.4 will be required by 1995. It requires approximately two years to effect a water tank construction, from the authorization through completion. Approximately 18 months Is requl red to pi ace another water well on the system, dependl ng on the I ocatl on. Recommendation ,1. .A one mil lion gal Ion elevated water storage facility be considered In the area of the present Clty'offlces. Authorization should be granted In early 1989. 2. Location and site acquisition for Wel I No.4 should be considered In the platting process north of the City Hal I along Hanson Boulevard, or east of Winslow HII Is 1st Addition along 150th Lane NW. , . o S I ncerel y yours, Ui?~ John L. Davidson, P.E. JLD:adh I!":------ ------ o o Memorandum June 23, 1988 Page Two June 1988 Connections Pop~I,~tton Serv Ices Annual 'Average GPCO Annual Average GPO Peak Day, Gal Ions No. of Wel Is Required Storage Volume Required, MG 700 2,275 150 341,250 1 ,365,000 2 0.5 Jut y 1990 1,200 3,900 150 585,000 2,340,000 3 1.0 July 1 995-2000 2,400 ,,7,,200 ,'-''125 '.,. 900,000 3,600,000 4 1.25 Therefore, baseq on the above Information, the City should Increase Its storage volume 'by 0.5 - 0.75 toG by 1990 and plan for Wef I No.4 during the period 1990-2000. I<BJ:J ~ ~- I (- KDA TOL TZ. K'NG. DUVALL. ANDERSON ANO ASSOCIATES. INCORPORATED ENGINEERS ARCHITECTS PLANNERS 2500AMEAICAN NATIONAl. BANK BUII.DING SAINT PAUl.. MINNESOTA 55101.1B93 612/292....00 FAX 6121292.ool13 MEM>RANDUM To: John 'Dav Idson Reference: FUTure WaTer SysTem ..' Copies To: Tom KI rk ImprovemenTs Andover. MInnesota From: KurT Johnson l:"~d June 21. Date: 1988 CommissIon No. 9140-008 In 1985. we reviewed Andover's water use (1985) to determIne when Wel I No.3 and Elevated Tank No.2 should be constructed to keep pace with develofXllent. It was estimated that Tank No.1 and Wel Is No.1 and No.2 would be adequate to serve the needs of approximately 1,000 connections. Construction of Well No.3 and Tank No.2 would provIde for an additional 700 connectIons. Water well records have been obtaIned for 1987 and the fIrst sIx months of 1988, along with connections Installed durIng thIs perIod. WIth the completIon of Pumphouse No.3 thIs summer, It wll I be desIrable to plan eIther the construction of Tank No. 2 or Wel I and Pumphouse No.4. LIsted below Is a comparison of 1985 and 1987 water wel I records. 1985 1987 Average Number Serv Ices Annual Average Consumption Annua I Average per Serv Ice Peak Day Rate Peak Day/Average Day, 210 70,500 gpd 335 425,000 6 482 232,440 gpd 482 1,001,000 4.3 t J,;'.. i: ~ Based on the more recent water use data, estimated productIon and storage reqtilrements'were determined for 1988, 1990 and the period 1995-2000. Each of the years 1988 and 1990 are based on contInued development at 240 units per 'year. 'The perIod 1995-2000 has an estImated 1,200 connections reserved after 1990. If clevelopment contI nues at Its present rate, they will be connected by 1995; however, If the rate slows, as saturation Is approached, It may take until the year 2000. The estl mated water usage and facllliy requ I rements are listed In the above below: o ': o CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE July 12, 1988 " ITEM NO. Park Comprehensive plan 7. BY: James E. Schrantz APPRc!lV~) FOR AGE~ A I ~j BY: V AGENDA SECTION NO. ORIGINATING DEPARTMENT Engineering The City Council is requested to discuss the park plan pr posal the Park Board has had before the Council the last couple of meetings. I hope Marc is available. COUNCIL ACTION c MOTION BY TO SECOND BY o CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE July 12, 1988 Engineering AGENDA SECTION NO. ORIGINATING DEPARTMENT ITEM 8. NO. Police BY: James E. Schrantz The Council is requested to finish the discussion on the police issue. Jerry wishes to discuss this item. COUNCIL ACTION MOTION BY TO SECOND BY >, o REQUEST FOR COUNCIL ACTION CITY OF ANDOVER AGENDA SECTION NO. ORIGINATING DEPARTMENT DATE July 12, 1988 Engineering ITEM NO. Copy Machine Xe rox Plan Sheets 9. BY: James E. Schrantz The City Council is requested to authorize the Xerox copy machine that was demoed 7/5. APPROVED FOR AGEN~ C ":"1 BYI V purchase of the We believe this will be a real help to the city staff and also clients that need copies of plats, contours, etc. The machine copies from any source, b1ueline, b1ack1ine, mylar, etc. COUNCIL ACTION c MOTION BY TO SECOND BY '. .. ."~'.j. ~ .' ...... . , ..-' .... "./. ...... ,. .. I, ~;:: ~ . ,{'; . '.. . ' ':" " .... - ---'-...;......;;..,------_..:.._- .~_.. " " -'-~-_:..----~~~-~ ...:.._._~ .', . o QUOTA TIOH bluepnnt 2001 east 24th street . mlnneapolls, minnesota 55404 . phone: 612-722-2303 DATE 7/6'/I'P , . TO: c;. .,rz;:" -r 4wKJovrv '-A-JrD C#V.I'b, /A.(; 11/ . WE TAKE PLEASURE IN SUBMITTING THE FOLLOWING QUOTATION TO YOU. QUANTITY DESCRIPTION PRiCe: EACH TOTAL PRICE 1__ :;~.:F~~_ :l~-:-lq. 0, 71J";ao I ,,>< G J(;a ~, .s T~.., 0 , '/-00.011 . ". .5 TM .,.7:. ~.. t.. r ..z-"",c.--l..,o,' AoIcr '. .. ec.. ...,0'2-'1 .z~,f. 'Yw.t .. ..(3.. De LI S LeI-' If - ,. : . I .' _ ~._.r !+1Jif...... G u: D ~ __ .." D...J'VIE'O:,~, STp'2.tllr'CJ 'PG...L.. .. , ;( '1.1, Dc :t=i&'.t-LvD..vO....,.,......, ,..".., -.- (;)' .. .. ".,. rl,lu!" cs-~.f~.~,._..., ,.. . ;PJ2.~~ ,t:j=J::./E,'tH,r:- _u ..., 'u' .._J=~e-E',ow6' jtJLo ~$' M4D...., -;rlt....,; T,(,IE :I.,f""O. _:. ,Cv,J.r,.~,.(..,c. 0311....0' Vu..7LJH~/,lII.U-[.,&I-..,J, , l/IJ Lv iJ( ,... p+O,/tJ-O. 0' 0 ,.' ...__ ,,' :.# II-~J.... l.. i 4f1. d Uh9 I2.A....s "".17 -.. cl6 ~ e5",q IrE r .4#.4. c.# er.o I Oelivery: 2.4 x g,c". - ~ ~u;:-:.. Respectfully submitted. 4' (' Current Issue Date January 1. 1988 Supersedes Issue Date July 1, 1987 XEROX (0 '-- Xerox 2510 AUTHORIZED DEALER EQUIPMENT AND MAINTENANCE PRICE LIST ..... ~I EQUIPMENT AND SUPPLIES SUGGESTED VVARRANTyI2) , ..~, "'L ....~ PERIOD (DAYS) Xerox 2510 (newly manufacturedl (I) ... . . . . .... .. .... . ... ' , . . ' , , , .. .., ,C $4.495.00 Ninety (90) Days or 4.500 linear _ _ _ Feet. VVhichever Occurs First (1) The Xerox 2510 is available in limited geographic areas only, Consult your nearest Authorized Dealer. Newly Manufaclured refers to newly assembled Equipment which may contain usad components which have been reprocessed to assure machine compliance with producl performance and reliabilily specifications. . (2) Xerox shall provide warranly service only within the continental United States. Alaska, Puerto Rico, Hawaii, Guam, American Samoa and the VVestern Pacific Trust Territories. ~::~O~~~ ~~~~D, , , , . . . . ' ' , ' . , . . . . . , , . . . ' , , . ' . . . , . ' , , , , , . ' . ' , , . . '. C $ 449V PRE. PACKED SUPPLIES - - The following initial stan-up supplies are shipped with the 2510 and billed to the customer at the time of installation, DESCRIPTION SUGGE Dry Ink Plus (2 camidges & 2 waste bonles) .""",.,..""""",',',..,""" Developer (1 canonl """..",...."",."",.",..,.,...""""",."", Fabric Guide (1 per shipment) """."""."""""".""""","',.,'" Media Staner Pack lPaper, Poster. Demo Original. Paper Guides) ."" , ' , ' , , , , . , ' , , ' , ' , REORDER OF SUPPUES FROM YOUR AUTHORIZED DEALER DESCRIPTION Dry Ink Plus (1 cartridge & waste bottle) ".""."".""""","",..,""'" Developer (1 canon) """""""",.."""",."","""""""""" Fabric Guide (1 per package) """""",.""""",."","""""""'" -- MAINTENANCE Xerox Full Service Maintenance Agreements are offered by Authorized Dealers on Xerox' behalf. In addition. Authorized Service Dealers are trained and certified by Xerox and offer their own maintenance agreements and time.and-materials service as well. XEROX FUll SERVICE MAINTENANCE ANNUAL PRICE PLAN (Complete Terms and Conditions are available from Xerox or your Authorized Dealer) ANNUALLY BILLED MINIMUM CHARGE (1) $250.00 Xerox 2510 "",..""",.",."".""..",.,"""""""',.," FSM Bill Code/Meter Indicator: 5981/1 ' (1) Annual Minimum is billed in advance; meter copy charge is billed semi-annually in arrears, (2) Equipment under VVarranty will assume an FSM stan meter read of 4.500 Linear Feet; for FSM after warranly the actual meter read will be used as the stan read. CHARGE PER LINEAR FOOT $ ,039(21 Period of Assured Availability If FSM penains to Mainframes purchased by the Customer from Xerox as Newly Manufactured or Remanufactured, FSM shall be available for seven years from Original Equipment VVarranty Expiration Date, Earlv Termination Charoes If Customer cancels this Agreement in a manner other than as provided for in the Equipment FSM or SM Terms and Conditions, Customer shall pay as Early Termination Charges all unpaid meter charges and Early Termination Charges equal to the Customer's Monthly Minimum in effect for the Equipment at the time of cancellation multiplied by the number of months remaining in the contract. not to exceed four (4) months. ,0 '--' XEROX TIME AND MATERIALS SERVICE AND "AFTER HOURS" SERVICE 1. Parts: Parts used in repair of Customer owned equipment are invoiced at the prices on Xerox' then current Commercial Parts Price Ust. Parts may be either new. remanufactured. or used at Xerox' option. Charges for required pans as follows: -No charge for each replacement part that is less than $100.00. -Custome, will be billed for each replacement part that is $100,00 or more. 2. Hourly Rates For Repairing And Servicing Customer Owned Machines: Service is provided on Customer owned machines located in Xerox service areas during Xerox'. normal business hours. 8 a.m. to 5 p.m. Monday through Friday (except holidays). Charges for hourly rate service include only time during which Technical Representatives are actually engaged in work. -After hours. or overtime service is furnished on an -if available. basis. Hourly Rates -call Charge per each machine service request "..........,..,.",.....,',.".".."..,. '. ' . . ' . . . ' , , , , . ' . , , , . -Hourly rate. per Technical Representative (not a minimum chargel "', ' , . ' . . ' , ' . , , , , , . . . . . ' , , ' . . ' . , ' . , . . . ' , . ' . ' . ' , -For less,than one full hour and after one or more full hours. each 1/10 hour or fraction thereof. per Technical Representative 3. "After Hoursw Rates Monday thru Friday 5:00 p.m. to 8:00 a.m. and all hours of Saturday. Sunday and holidays -Call Charge per each machine service request """"""""....""""""",...,...,.,.,"""""',.,' -Hourly rate. per Technical Representative (not a minimum charge) """"""""""",...",""',.,"",.,"" -For less than one full hour and after one or more full hours, each 1 /1 0 hour or fraction thereof. per Technical Representative $ 65.00 80.00 8,00 $ 65,00 110,00 11.00 .Suggested Retail Prices and prices for Xerox maintenance are subject to change without notice: 61330 SPACE/ELECTRICAL SPECifiCATIONS Space Requirements ( o Dimensions Minimum Dista,nce from Wail (Inches" Weight (Inches) Total Space Machine (Ibs.) W I D I H Rear I Left I Right I front Width I Depth 2510 175 54,5 I 19 I 13,5 24 I 24 I 24 I 36 102.5 I 91 'Xarox 2510 is suitable fa, table/desktop applications Electrical and Environmental Requirements Power Consumption Heat Emission Room Room Electrical Electrical (Watts) (BTU/Hour) Temperature Humidity Machine Amps' I Volts Receptacle Running I Standby Running I Standby Renge'f Range 2510 15 I 105-125 6OOS3704 1.380 I 460 4.700 I 1.570 60'090' 15% - 85% '8ased on sole use of a dedicated line. NOTE:.A 10 foot long power cord will be supplied by Xerox, . The above specifications should be used as a guideline. Variations may exist. 54,S" ~ '3~S" ~ 33" 1 Front View o Xerox Corporation 317 Main Street East Rochester, New York 14445 r-------------------------------------~ , 24" I , , , , , , , , , 24-1 36" I 24- ! - --, , ---------------------------------______1 Top View XEROX --' 15...... ,...,lr..IACNl~HotIACHI tWhit. W"-I ,'Jack Wif.1 ........ (C._WIt_' IlOO53704 J 61330 XEROX@ and the identifying number 2510 are trademarks of XEROX CORPORATION, Printed in U.S.A. 12/87 EFFECTIVE DATE: May 1. 1988 (Supersedes Price Ust Effective January 1, 19881 O!erox Engineering Supplies C Suggested Retail Price List ReonlOf Sh.... Pacugel/RolI. PrlceP., Reorder Sheets '.cug../RoIls Price P.r SI.e Number per Package per Carton Package/Roll Size Number perP.ck.g. per Carton Package/Roll 20 LB. 4024 DP PAPER 20 LB. VELLUM 10x14 3R3259 250 8 $ 13.45 l1x17 3R3198 250 8 $ 61.20 l1x17 3R3152 250 8 18.40 12x18 3R3199 250 8 86.00 12x18 3R3153 250 8 19.06 17.22 3R32oo 100 10 48.00 14.22 3R3163 250 4 26.70 18224 3R3201 100 10 63.30 17x22 3R3154 250 4 30.30 22x34 3R3202 100 5 97.05 18x24 3R3155 250 4 33.26 24.36 3R3203 100 5 108.16 22x34 3R3166 250 2 59.75 30x42 3R3204 100 5 147.80 24x36 3R3157 250 2 66.50, 34x44 3R3205 100 5 193.20 30.42 3R3158 100 5 39.35 36x48 3R3206 100 5 215.70 34.44 3R3159 100 5 49.20 RoUs 36.48 3R3160 100 5 63.80 24"x150ft, 3R3207 8 $ 57.15 RoUs 36'.150 ft, 3R3208 8 84.10 24".150 ft, 3R3161 8 $ 14.00 18".500 It, 3R3372 4 128.35 36".'50ft, 3R3162 8 20.75 22".500 ft. 3R3402 4 159.05 1 8"x5oo ft. 3R3360 4 33.10 24".500 It, 3R3373 4 173.25 22"x500 ft. 3R34oo 4 37.10 30'.500 ft. 3R3403 2 216.10 24".500 ft. 3R3361 4 40.50 ' 34".500 ft. 3R3374 2 244.90 30'.500 ft. 3R3401 2 52.80 ' 36".500 ft, 3R3375 2 259.35 34".500 ft. 3R3362 2 58.35 36".500 ft. 3R3363 2 61.80 XEROX 18 LB. TRANSLUCENT BOND .004POL YESTER DOUBLE.MA TTE DRAFTING FILM l1x17 3R3172 250 8 $ 20.85 12x16 3R3173 250 8 22.75 l1x17 3R3376 100 6 $ 87.80 17x22 3R3174 250 4 38.70 12.16 3R3377 100 6 94.30 18.24 3R3175 250 4 42.70 17x22 3R3378 25 8 44.15 22x34 3R3176 250 2 69.95 18x24 3R3379 25 8 48.00 24x36 3R3177 250 2 80.60 22.34 3R3380 25 8 89.50 30x42 3R3178 100 5 ' 49.00 24.36 3R3381 25 8 94.70 34.44 3R3179 100 5 56.80 30x42 3R3382 25 4 137.35 36x48 3R3180 100 5 64.55 34x44 3R3383 25 4 163.70, RoUs 36.48 3R3384 25 4 188.55 24".150ft, 3R3181 8 $ 16.75 RoUs 36'.150 ft. 3R3182 8 24.70 '-, 18".150ft. 3R3394 4 $140.70 18".500 ft. 3R3410 4 40.50 22".150 It, 3R3406 4 175.30 22'.500 ft, 3R3411 4 47,65 24'.150 ft. 3R3395 4 191.25 24".500 ft. 3R3412 4 52.00 30'.150 ft. 3R3407 2 236,25 30".500 ft. 3R3413 2 63.25 34".150ft, 3R3396 2 267.75 34'.500 ft, 3R3414 2 71.50 36".150 ft. 3R3397 2 283.50 36".500 It, 3R3415 2 75.50 Xerox Media Product Descriptions 4024DP: A premium No, 4 sheet which provides exceptional resolu- tion for engineering copies due to high brightness and opacity. Years of development and qualification efforts for xerographic applications have made 4024DP the quality and reliability benchmark of the indus- try. Designed with built-in curl control, it runs flatter with fewer job interruptions. Furthermore. special design consideration has been given to electrical properties, moisture content, stiffness and numer- ous other critical physical parameters. As a result. 4024DP enhances your machine productivity and resultant copy quality versus the competition. 2510 VELLUM: Premium, 100% rag transparentized vellum crafted to provide ideal drafting properties and quality diazo reproductions, A proprietary formulation features 'Iocked"in" resins, maximum stiff. ness. superior toner adhesion and permanent transparency. Xerox vellum assures top quality masters and safe. reliable performance in your 2510 hardware. DOUBLE"MA TTE FILM: A uniquely formulated heat stable polyester with a special coating designed to accept pencil, ink and toner images. Xerox film is ideal for manual drafting applications or for film copies that can be used repeatedly. Xerox film features anti-static qualities and excellent fusing properties, yet is erasable with an electric eraser. 181b. TRANSLUCENT BOND: A superior plain paper which does not contain any chemical transparentizers, yetis translucent. An economi- O cal replacement for Vellum when long term durability is not required, it can be used as a low cost original for making diazo reproductions. : Xerox translucent bond is also ideal as a substrate for engineering plot. --:. ters or printers. The standard of excellence for engineering media... All Xerox 2510 supplies are fine tuned for optimum machine performance and reliability. Xerox supplies assure exceptional print quality and performance in your 2510 Engineering Copier and Cutter 1. To order, contact your local XEROX AUTHORIZED DEALER 61343.3 i ';;. ;'" , ,~ , ' ,I ,- ( . . -. " . ~, . -, 11 . " ~. , , , - , i:; , " ..' :., """.' '/";"", _, .~' ~, -,1 " . '. " '- : ' , Size Reorder Sheeta PackagltS/Rolla Price Per Number per Package per Carton Pacboe/RolI 0 17 lB. VElLUM l1x17 3R3224 250 8 $ 51.55 12x18 3R3225 250 8 :.r'o'," 55.25 17x22 3R3226 100 10 39.45 18x24 3R3227 100 10 42.40 22x34 3R3228 100 5 ,77.35 24x36 3R3229 100 5 84.75 30x42 3R3230 100 5 121.55 34x44 3R3231 100 5 ' ,153.15 36x48 3R3232 100 5 ',) 177.65 Rolls ,$ 46.95 24'x150 ft, 3R3233 8 36'x150 ft, 3R3234 8 ,.'",; 69.80 18'x5oo It, 3R3368 4 ':~Fl08.00 22"x500 It, 3R3404 4 ,,127.10 24'x5oo ft. 3R3369 4 ";:,139.70 30'x5oo ft. 3R3405 2 ',,174.60 34"x5oo ft, 3R3370 2 ?{ 197.90 36"x500 ft. 3R3371 2 ":.-'209.50 Slz. Reorder She.te Packages/Rolls Price Per Numb., per Package . per C8rton Package/Roil .003 POLYESTER DOUBLE"MATTE DRAFTING FILM l1x17 3R3185 100 6 $ 72.35 12x18 3R3186 100 6 79.10 17x22 3R3256 25 8 35.10 18x24 3R3257 25 8 39.70 22x34 3R3189 25 8 71.55 24x36 3R3190 25 8 80.85 30x42 3R3385 25 4 115.60 34x44 3R3386 25 4 138.40 36x48 3R3387 25 4 158.65 Rolls 18"xI50ft. 3R3390 4 $117.90 22"x150 ft. 3R3408 4 144.80 24"x150 ft. 3R3391 4 157.95 30"x150 ft. 3R3409 2 201.50 34"x150 ft, 3R3392 2 228.40 36"x150 ft, 3R3393 2 242.00 J Reorder Number Price Per Carton XEROX COMBINATION ASSORTMENT PACKS: Value Tri Pack 24 x 36 in, Value Twin Pack 24 x 36 in. She.t Assortment 3R3416 3R3417 140 sheets 4024 DP 40 sheets 20 Ib, Vellum 20 sheets 4 mil Film 150 sheets 20 Ib, Vellum 50 sheets 4 mil Film SPECIAL SIZE MEDIA: Special sizes lor all Xerox 2510 engineerin9 copy media are available, Minimum order quantities are required. Pr!cing. availability and lead time are subject to market conditions. Please contact your authorized Xerox Dealer for details. Reorder Number UNITS/CARTON XEROX CONSUMABLES 2510 Engineering Copier Toner 2510 Engineering Copier Developer 2510 Engineering Copier Fabric Guides ;1//(,. 00 17 " '/3' XEROX Cutter 1 - Store roll engineering media in a humidity con" lrolled environment and cut it automatically to any desired length. All XEROX ENGINEERING SUPPLIES KEEP THE PROMISE THAT YOUR EQUIPMENT Will OPER- ATE AT PEAK PERFORMANCE. o 6R234 5R152 8R2959 . ." XEROX 2510 COPIER - Make high quality xerographic prints up to 36" wide onto paper. films and vellums from blueline and translucent originals. Xerox Corporation 317 Main Street Easl Rochester. New York 14445 61343-3 ,XEROX@ and the identifying number 2510@aretrademarks of XEROX CORPORATION, Printed in U,S,A. 3/88 o CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE July 12, 1985 Engineering AGENDA SECTION NO. ORIGINATING DEPARTMENT ITEM NO. 1 O. Approval of Minutes BY: James E. Schrantz The City Council tabled approval of the minutes at the 7/5/88 meeting to 7/12/88. Please bring minutes from 7/5/88 packet. COUNCIL ACTION MOTION BY TO SECOND BY